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Home My WebLink AboutHISTORICAL BEFORE 2016�0F W AT , RQ �O G � r Beverly Eaves Perdue,'Govemor Dee Freeman., Secretary North Carolina Department of Environment and Natural Resources Charles Wakild P.E., Director Division of Water Quality Robert Carroll Sampson County Board Of Education PO Box 439 Clinton NC 28329 September 4, 2012 SUBJECT: August 28, 2012 Compliance Evaluation Inspection Sampson County Board Of Education Sampson Co Boe-Midway Middle Permit No: WQ0014785 Sampson County Dear Mr. Carroll: Enclosed please find a copy of the Compliance Evaluation Inspection form from the inspection conducted on August 28, 2012. The Compliance Evaluation Inspection was conducted by Tony W. Honeycutt of the Fayetteville Regional Office. The facility was found to be in Compliance with permit WQ0014785. Please refer to the enclosed inspection report for additional observations and comments-. If you or your staff have any questions, please call me at (9100 433-3339. Sincerely, Tony W. H ycutt Environmental Specialist FRO/AP cc: Robert Arnold Carroll, ORC Central Files l Faye lileFi' es__; No thnCarolina atU of North Carolina DWQ/Aquifer Protection Section 225 Green St] Suite 714 Fayetteville, NC 28301 Phone (910) 433-3300 FAX (910) 486-0707 Internet: h2o.enr,state.nc.us Customer Service 1-877-623-6748 An Equal Opportunity/Affirmative Action Employer— 50% Recycled/10% Post Consumer Paper Compliance Inspection Report Permit: WQ0014785 Effective: 01/08/08 Expiration: 12/31/16 Owner: Sampson County Board Of Education SOC: Effective: ,Z" Expiration: Facility: Sampson Co Boe-Midway Middle County: Sampson PO Box 439 Region: Fayetteville Clinton NC 28329 Contact Person: Robert Carroll Title: ORC Phone: 910-592-4111 Ext.3 Directions to Facility: System Classifications: SI, Primary ORC: Robert Arnold Carroll Certification: 26341 Phone: 910-592-4111 Secondary ORC(s): On -Site Representative(s): Related Permits: Inspection Date: 08/28/2012 EntryTime: 01:15 PM Primary Inspector: Tony W Honeycutt Secondary Inspector(s): Reason for Inspection: Routine Permit Inspection Type: Surface Irrigation Facility Status: ■ Compliant 0 Not Compliant Question Areas: - ® Miscellaneous Questions N Record Keeping (See attachment summary) Exit Time: 03:00 PM Phone: 916-433-3339 Inspection Type: Compliance Evaluation Treatment Lagoons 0 End Use -Irrigation Page: 1 Permit: WO0014785 Owner -Facility: Sampson County Board Of Education Inspection Date: 08/28/2012 Inspection Type: Compliance Evaluation Reason for Visit: Routine Inspection Summary: The fields appear to be in good shape. Facility records are in adequate shape. Page: 2 Permit: WQ0014785 Owner - Facility: Sampson County Board Of Education Inspection Date: 08/28/2012 Inspection Type: Compliance Evaluation Reason for Visit: Routine Type Infiltration System Reuse (Quality) Single Family Spray, LR Activated Sludge Spray, LR Activated Sludge Spray, HR i Activated Sludge Drip, LR Recycle/Reuse Single Family Drip Lagoon Spray, LR Record Keeping Is a copy of current permit available? Are monitoring reports present: NDMR? NDAR? Are flow rates less than of permitted flow? Are flow rates less than of permitted flow? Are application rates adhered to? Is GW monitoring being conducted, if required (GW-59s submitted)? Are all samples analyzed for all required parameters? Are there any 2L GW quality violations? Is GW-59A certification form completed for facility? Is effluent sampled for same parameters as GW? Do effluent concentrations exceedlGW standards? Are annual soil reports available? # Are PAN records required? # Did last soil report indicate a need for lime? If so, has it been applied? Are operational logs present? Are lab sheets available for review? Do lab sheets support data reported on•NDMR? Yes No NA NE .0 ❑ n n ■ ■❑❑❑ ■nnn ■nnn ■nnn ■nnn ■❑❑n ■n❑❑ ■ ❑ ❑ ❑ ❑❑❑■ nnn■ ■nnn nW00 ■nnn ■.nnn n■nn ■❑❑❑ ■.❑❑❑ ■nnn Page: 3 L Permit: WQ0014785 Owner - Facility: Sampson County Board Of Education Inspection Date: 08/28/2012 Inspection Type: Compliance Evaluation Reason for Visit: Routine Do lab sheets support data reported on GW-59s? ❑ ❑ ❑ ■ Are Operational and Maintenance records present? ■ ❑ ❑ Were Operational and Maintenance records complete? ■ ❑ ❑ ❑ Has permittee been free of public complaints in last 12 months? ■ ❑ 0 n Is a copy of the SOC readily available? ❑ ❑ ■ ❑ No treatment units bypassed since last inspection? ❑ ■ ❑ ❑ Comment: Effluent concentrations do not exceed groundwater standards. Addition of lime was indicated but has not been applied to date. No treatment unit has been by-passed since the last insprction. End Use -Irrigation Yes No NA NE Are buffers adequate? ■ ❑ ❑ ❑ Is the cover crop type specified in permit? ■ ❑ ❑ ❑ Is the crop cover acceptable? ■ n n n Is the site condition adequate? ■ ❑ ❑ ❑ Is the site free of runoff / ponding? ■ ❑ ❑ ❑ Is the acreage specified in the permit being utilized? ■ ❑ ❑ ❑ Is the application equipment present? ■ ❑ ❑ ❑ Is the application equipment operational? ■ ❑ ❑ n Is the disposal field free of limiting slopes? ■ ❑ ❑ ❑ Is access restricted and/or signs posted during active site use? ■ n ❑ ❑ Are any supply wells within the CB? ❑ ❑ ■ ❑ Are any supply wells within 250' of the CB? ❑ ❑ ❑ ■ How close is the closest water supply well? ❑ Cl ❑ ■ Is municipal water available in the area? ❑ ■ Cl n # Info only: Does the permit call for monitoring wells? ■ ❑ ❑ ❑ Are GW monitoring wells located properly w/ respect to RB and CB? 1 ■ ❑ ❑ ❑ Are GW monitoring wells properly constructed, including screened interval? ■ n n n Are monitoring wells damaged? ❑ ■ ❑ ❑ Comment: The area is not served by public water. None of the monitoring wells appear to be damaged. Page: 4 VI . '1 1 VVl/ LU(J1J[UL 1[ V .lGLLLU/L YkV3LLLL1 County: SAMPSON Sample ID: AB64193 River Basin QF W AT�A PO Number # 10G0686 Report To FROAP �O� QG Date Received: 10106/2010 RECEIVED.' j C ��1 Time Received: 08:30 Collector: F TODD , Labworks LoginlD SMATHIS. Region: FRO NOV 17 2010 \\ Report Generated: 11/12/10 Sample Matrix: GROUNDWATER Date Reported: 11/12/2010 Loc. Type: MONITORING WELL Emergency Yes/No DENR-FAYETTEMLLEREGIONMOFFICE COC Yes/No YES Loc. Descr.: SAMPSON CO B.O.E. - MIDWAY MIDDLE SCHOOL , Location ID: 6PO82WQ0014786 Collect Date:. 10105/2010 Collect Time: 11:30 Sample Depth CAS* , Analvte Name PQL Result/ Units Method Anal Validated by Qualifier Reference Date LAB Sample temperature -at receipt by lab 0.6 'C 10/6/10 SMATHIS MIC TOC in liquid 2 13 mg/L APHA531oB-20th 11/2/10 CGREEN WET Ion Chromatography _TITLE_ mg/L EPA 300.0 10/13/10 CGREEN Chloride 1 1.4 mg/L EPA.300.0 10/13/10 CGREEN Fluoride 0.4 0.4 U mg/L EPA 300.0 10/13/10 CGREEN Sulfate 2, 3.6 mg/L EPA 300.0 10/13/10 CGREEN Total Dissolved Solids in liquid r 12 74 mg/L APHA2540C-18TH I0/7/10 MOVERMAN NUT NH3 as N in liquid 0,02 0.02 U mg/L as N LaC10-107-06-1-J 10/6/10 CGREEN Total Kjeldahl N as N In liquid 0.2 0.41 mg/L as N Lachat107-06-2-H 10M10 CGREEN NO2+NO3 as N in liquid 0.t02 0.12 mg/L as N LaC10-1.07-0471-c 10/6/10 CGREEN Nitrate as N in liquid 0.02 0.12 mg/L as N Lachat107-04-1-c 10/12/10 CGREEN Nitrite as N in liquid 0.01 0.01 U mg/L as N Lachat107-04-1-c 10/6/10 'CGREEN VOL Volatile Organics in liquid _TITLE_ ug/L EPA5030/62418260 10/6/10 ACHANDLER 75-71-8 Dichlorodifluoromethane 1 Not detected ug/L EPA5030/624/8260 10/6/10 ACHANDLER 74-87-3 Chloromethane 0.5 Not detected ug/L EPA5030/624/8260 10/6/10 ACHANDLER . 75-01-4 Vinyl Chloride 0.5 Not detected ug/L EPA50301624/8260 1016/10 ACHANDLER 74-83-9 Bromomethane 0.5 Not detected ug/L EPA5030/62Q8260 10/6/10 ACHANDLER 75-00-3 Chloroethane 0.5- Not detected ug/L EPA5030/624/8260 10/6/10 ACHANDLER 75-69-4 Trichlorofluoromethane 0.5 Not detected ug/L EPA5030/624/8260 10/6/10 ACHANDLER 75-35-4 1,1-Dichloroethene 0.25 Not detected ug/L EPA5030/624/8260 10/6/10 ACHANDLER 75-09-2 Methylene Chloride 10 Not detected ug/L EPA5030/624/8260 10/6/10 ACHANDLER 156-60-5 trans-1,2-Dichloroethene 0.25 Not detected ug/L EPA5030162418260 10/6/10 ACHANDLER 1634-04-4 Methyl Tert-Butyl Ether 0.25 Not detected ug/L EPA5030/624/8260 10/6/10 ACHANDLER 75-34-3 1,1-Dichloroethane 0.25 Not detected ug/L EPA5030/624/8260 10/6/10 ACHANDLER 156-59-2 CIS-1 ,2-Dichloroethene 0.25 Not detected ug/L EPA6030/624/8260 10/6/10 ACHANDLER 74-97-5 Bromochloromethane 0.25 Not detected ug/L EPA50301624/8260 10/6/10 ACHANDLER 67-66-3 Chloroform 0.25 Not detected ug/L EPA5030/624/8260 1016/10 . ACHANDLER 594-20-7 ' 2,2-Dichloropropane 0.25 Not detected ug/L EPA5030/624/8260 10/6/10 ACHANDLER Laboratory Section» 1623,Mall Service Center, Ralelgh, NC 27699-1623 (919) 733.3908• For a detailed description of the qualifier codes refer to httn•nnortal ncdenr.ornlwob;wonabtstnnLdoNechasslstgDnta Qunliller Codes<hllpWoodal.ncdenr.om/webAvgtlab/stalfinfo/tnchnsslst, Page 1 of 3 NC OWO L06oratorySection 4§sufts ' Location ID: 6P082W00014785 Sample ID: AB64193 Collect Date: • 10/0512010 Collect Time:: 11:30 V.uL CAS # 107-06=2 . Analyte Name.' 1,2-Dichloroethane QL 0.25 Result/ ualifier Not detected, Units ug/L Method Reference' EPA5030162418260 Anal sis Date 10/6/10 Validated by ACHANDLER- 71-55-6 1, 1, 1 -Trichloroethane 0.25 Not detected ug/L EPA5030/624/8260 .- 10/6/10 ACHANDLER 563-58-6 1,1-Dichloropropene . 0.25 Not detected ug/L EPA503.0/624/8260 10/6/10 'ACHANDLER 56-23-5 Carbon Tetrachloride 0.25 Not detected ug/L EPA5030/624/8260 ,10/6/10 ACHANDLER 71-43-2 Benzene` 0.25 . Not detected . • Lg/L EPA5030/.624/8260 -10/6/10 ACHANDLER 74r95-3 Dibromomethane 1 Not detected, ug/L EPA5030/624/8260 1016/10 ACHANDLER 78-67-5 1.,2-Dichloropropane 0.25 Not detected - ug/L EPA5030/624/8260 10/6/10 ACHANDLER 79-01-6• Trichloroethene 0.25 Not detected ., ug/L EPA5030/624/8260 10/6110 ' ACHANDLER 75-27-4' Bromodichioromethane 0.25 Not detected ug/L EPA6030/624/8260 10/6/10 ACHANDLER 10061-01-5, CIS-1,3-Dichloropropene 0.25 Not detected ug/L , EPA5030/624/8260 10/6/10 ACHANDLER 1006142-6. trans-1;3=Dichloropropene 0.25. Not detected ug/L EPA5030/624/8260 1.0/6/10 ACHANDLER 79-00-5 1,1,2-Trichioroethane ( 0.25- ."Not'detecte'd ug/L EPA5030/624/826.0 . 1016/10 ACHANDLER 108-88-3 Toluene 0.25 Not detected ug/L EPA5030/624/8260 1016/10 ' ACHANDLER 142-281-9 - 1,3-Dichloropropane 0.25 Not detected ; • ug/L' EP.A5030./624/8260 10/6/10 ACHANDLER- 12448-1 Dibrorilochloromethane ' ' 0.25 Not detected ug/L . ` EPA5030/624/8260 10/6/10- ACHANDLER 106-93-4 (EDB)1,2-Dibromoethane 0.25 Not'detected ug/L EPA5030/624/8260,. 10/6/10 ACHANDLER-' 127-18-4 Tetrachloroethene 0.25 Not detected ug/L EPA5030/624/8260 10/6/10 ACHANDLER 10e-90-7 Chlorobenzene 0.25 Not detected_ ug/L EPA5030/624/8260 10/6/10 ACHANDLER , -100-41-4 . Ethylbenzene . ' 0.25 Not detected ug/L EPA5030/624/8260 110/6/10 ACHANDLER .76-25-2 -Bfomoform 1 Not detected ug/L EPA'5030/624/8260 10/6/10 ACHANDLER 108-38-3 • fn p-Xylene 0.'5 Not detected ug/L . EPA5030/624/8260 10/6116 ACHANDLER 100-42-5 " Styrene 0.25 Not detected ug/L EPA5030/624/8260 1016/10 ACHANDLER, ` 79-34-5 i 1,1,2,2-Tetrachlorcethane, 0.25 Not detected dg/L EPA5030/624/8260' 10/6/10 ACHANDLER 630-20-6 1,1,1,2-Tetrachloroethane 0.25 Not detected' _ ug/L EPA5030/624/8260 10/6/10 ACHANDLER 95-47-6 o-Xylene 0.25 Not detected ug/L EPA5030/624/8260 `, 10/6/10 ACHANDLER 96-18-4 1,2,3-Trichloropropane 0.25 Not detected ug/C' EPA50301624/8260 10/6/10 ACHANDLER -98-82-8 Isopropylbenzene 0.25 Not detected ug/L EPA5030/624/8260. 1016110 ACHANDLER 108-86-1 ( Bromobenzene 0.25 Not detected ug/L EPA5,030/624/8260 10/6/10 ACHANDLER ' 105-65-1 n-Propylbenzehe 0.25 , Not detected ug/L , EPA503b/624/8260 10/6/10 ACHANDLER ' .,95-49-8 2-Chlorotoluene ' 0.25 Not -detected ug/L, ., EPA5030/624/8260 10/6/10 ACHANDLER 106-434 . ` 4-ChlorotolUene 0.25' Not detected ' ugfL EPA5030/624/8260 10/6/10 ACHANDLER 108-67-8 1,3,5-Trim ethyl benzene 0.25 Not detected ug/L EPA5030/624/8260 10/6110 ACHANDLER 98-06-6 tert-Butylbenzene 0.25' Not detected _ . ug/L EPA5030/624/8260 10/6/10 ACHANDLER 75-63-6 1,2,4-Trimethylbenzene 0.25 Not detected ug/L EPA5030/624/8260 10/6/10 ;,ACHANDLER. 135-98-8 sec-Butylbenzene' 0.26 Not detected uglL EPA5030/624/8260 10/6/10 ACHANDLER 541-7.3-1 rn-Dlchl6robenzene;(1,3) 0.25 Not detected.. ug/L EPA5030/624/8260' 10/6/10 ACHANDLER 106-46a p-Dichlorobenzene (1,4) 0.25 Not detected ug/L EPA6030/624/8260 10/6/10 ACHANDLER 95-50-1 o-Dichlorobenzene (1',2) .0.25 !Not detected ug/L EPA5030/624/8260 10/6/10 ACHANDLER 99-87-6 - . p-Isopropyltoluene 0.25 Not detected ug/L' EPA5030/624/8260 10/6110, ACHANDLER 104-51-8 . n-Butylbenzene• 0.25 �i Not detected ug/L EPA5030/624/8260 10/6/10 ACHANDLER 96-12-8 1,2-Dlbfomo-3-Chloropropane 2- 'Not detected ug/L EPA5030/624/8260 10/6/10 ACHANDLER 120-82-1 1,2,4-Trichlorobenzene 0.5 Not •detected ug/L EPA6030/624/8260 10/6/10 ACHANDLER Laboratory Section» 1623, Mail Service Center, Raleigh, NC 27699.1623-(919) 733-3908 For a detailed description ofthe qualifier codes referto hdn•enortel nrdenr orntweb/WallablstatrnfoAorhassist#Data Qualifies Codes <hltwilporial.nWonc.omiwe hWn/Iablitatflnfn(techasslSV J Page 2 of 3 9T (DWQ Ga6oratory Section l�sults - i Location ID: 6PO82WQ0014785 . Sample ID: AB64193 Collect Date: 10/05/2016 Collect Time:: 11:30 VOL- Result/ Method Analysis CAS # Analyte Name QL Qualifier Units. Reference Date Validated by 91-20-3 Naphthalene 0.5 Not detected ug/L _. EPA6030/624/8260 10/6/10 ACHANDLER s7se-3 Hexachlorobutadiene 0.5, Not detected ug/L EPA5030/624/8260 10/6/10 ACHANDLER 87-61-6 1,2,3-Trichlorobenzene 1 Not,detected ug/L EPA5030/624/8260 10/6/10 ACHANDLER VOCS BY GUMS 1 Not detected. ug/L EPA5030/624/8260 10/6/10 ACHANDLER Laboratory Section» 1623 Mail Service Center, Raleigh, NC 27699.1623 (919) 733-3908 , Fora detailed description of the qualifier codes refer to httn•Ooortal nedencom4obfwn/lab/staPonfoAeehnssist#Datn Qualifiar Codes<htto•JMnnal.ncdenr.omhvehNrollab/sta111nfNtechassist> Page 3 of 3 Report to: FRO - GROUNDWATER SECTION CHAIN'OF CUSTODY (COC) RECORD NC DENR/DWQ LABORATORY (check one): [H I CENTRAL [❑ ] ARO [❑ I WaRO - 'Page 1 of 1 For Investigation of: Midway Middle School WQ0014785 Incident No.. Sample collector (print name) OCT and GW-54 forms completed by: Bill Todd Sample collector's signature: Field storage conditions and location (when applicable): DENR—FAYETTEVILLE REGIONAL OFFICE Lab,Use Only ` LAB`NO SAMPLE ID QUAD. NO. LOCATION DATE SAMPLED TIME SAMPLED NUMBER OF CONTAINERS �f{ MW-1 _ Midway Middle School ,l J• 9 MW-2 Same as above 9 4�•1' TB-1 Same as above Trip Blank 3 v ;r _ 3 Reli uished by (signature): L4L ai�_ Date Time e r� d b . ignature): Date o to t� Time 6 530 Relinquished by (signature): ate Time Receive by (sign ure): Date Time Relinquished by (signature): Date Time Received by (signature): Date Time Method of Shipment (check one): State Courier® Hand -delivered❑ Federal Express[] UPS❑ Other: Security Type and Conditions: Sealed by: di1tX Broken';by 11V1KALAtSV1iA1V1(Y l:riAl1V VP-l:UJ7UllY - Lab'USeUnI '.. LABNUMBERS. NUMBER :ANALY" SES RELINQUISHCDz,'-; 'RECEIVED DATE. TIME•" , f FROM THGHROU- ,BOTTLES FRCQUESTED':. BY' BY �� j ":a?7'a [ (., I�.:li. S� Y i. \li <F'1 + r .�.V'1V� �;F•r..� 41.�/�, - W 55 G' SS >> pa y. y i � County: SAMPSON lwol Sample ID: AB64194 River Basin ({{�q IO ®� F W ATFQ PO Number#' 10G0686 Report To FROAP l `ECEyQ Date Received: 10/0612010 ai r OCTi� Time Received: 08:30 Collector: B TODD T 1 2f � 1 + Q•� Labworks LoginlD SMATHIS Region: FRO Report Generated: 10/20/10 Sample Matrix: GROUNDWATER Loc. Type: TRIP BLANK DENR—FAYETTEVILLE REGIONAL OFFICE Date Reported: 10/20/2010 Emergency Yes/No VisillD COC Yes/No YES Loc. Descr.: SAMPSON CO B.O.E. -MIDWAY MIDDLE SCHOOL Location ID: 6PO82W00014785 Collect Date: 1010512010 Collect Time: 07:00 Sample Depth ,, CAS # LAB Analyte Name Sample temperature at receipt by lab PQL Result/ Qualifier 0.6 Units °C Method Reference Analysis Date 10/6/10 Validated by SMATHIS VOL Volatile Organics in liquid _TITLE_ ug/L EPA5030/624/8260 10/6/10 ACHANDLER 75-71-8 Dichlorodifluoromethane 1 Not detected ug/L EPA5030/624/8260 1016/10 ACHANDLER 74-87-3 Chloromethane 0.5 Not detected ug/L. EPA5030/624/8260 1.0/6/10 ACHANDLER 75-01-4 Vinyl Chloride 0.5 Not detected ug/L EPA50301624/8260 10/6/10 ACHANDLER 74-83-9 Bromomethane 0.5 Not detected ug1L EPA5030/624/8260 10/6110 ACHANDLER 75-00-3' Chloroethane 0.5 Not detected ug/L EPA50301624/8260 10/6/10 ACHANDLER 75-69-4 Trichlorofluoromethane 0.5 -Not detected ug/L EPA50301624/8260 10/6/10 ACHANDLER 75-35-4 1,1-Dichloroethene 0.25 Not detected ug/L EPA5030/62418260 1016110 ACHANDLER 75-09-2 Methylene Chloride 10 Not detected ug/L EPA5030/62418260 10/6/10 ACHANDLER 156-60-5 trans-1,2-Dichloroethene 0.25 Not detected ug/L EPA50301624/8260 10/6/10 ACHANDLER 1634-04-4 Methyl Tert-Butyl Ether 0.25 Not detected ug1L EPA5030/624/8260 10/6/10 ACHANDLER 75-34-3 1,1-Dichloroethane 0.25 Not detected ug/L EPA50301624/8260 10/6/10 ACHANDLER 156-59-2 CIS-1,2-Dichloroethene 0.25 Not detected ug/L EPA5030/624/8260 1016/10 ACHANDLER 74-97-5 Bromochloromethane 0.25 Not detected ug1L EPA5030/624/8260 10/6/10 ACHANDLER 67-66-3 Chloroform 0.25 Not detected ug/L EPA5030/624/8260 10/6/10 ACHANDLER 594-20-7 2,2-Dichloropropane 0.25 Not detected ug/L EPA5030/624/8260 10/6/10 ACHANDLER 107-06-2 1,2-Dichloroethane 0.25 Not detected ug/L EPA5030/624/8260 10/6/10 ACHANDLER 71-55-6 1,1,1-Trichloroethane 0.25 Not detected ug/L EPA5030/624/8260 1016110 ACHANDLER 563-58-6 1,1-Dichloropropene 0.25 Not detected ug/L EPA5030/624/8260 1016/10 ACHANDLER 56-23-5 Carbon Tetrachloride 0.25 Not detected ug/L EPA50301624/8260 10/6/10 ACHANDLER 71-43-2 Benzene 0.25 Not detected / ug/L EPA5030/62418260 10/6/10 ACHANDLER 74-95-3 Dibromomethane 1 Not detected ug/L EPA5030/624/8260 10/6/10 ACHANDLER 78-87-5 1,2-Dichloropropane 0:25 Not detected ug/L EPA5030/624/8260 10/6/10 ACHANDLER 79-01-6 Trichloroethene 0.25 Not detected ug/L EPA50301624/8260 1016110 ACHANDLER 75-27-4 Bromodichloromethane 0.25 Not detected ug/L EPA50301624/8260 10/6/10 ACHANDLER 1006.1-01-5 CIS-1,3-Dichloropropene 0.25 Not detected ug/L EPA5030/624/8260 10/6/10 ACHANDLER 10061-02-6 trans-1,3-Dichloropropene 0.25 Not detected ug/L EPA5030/624/8260 10/6110 ACHANDLER 79-00-5 1,1,2 Trichloroethane 0.25 Not detected ug/L EPA5030/624/8260 10/6/10 ACHANDLER 108-88-3 Toluene 0.25 Not detected ug/L EPA5030/624/8260 1016/10 ACHANDLER 142-28-9 1,3-Dichloropropane 0.25 Not detected ug/L EPA5030/624/8260 10/6/10 ACHANDLER Laboratory Section>> 1623 Mail Service Center, Raleigh, NC 27699-1623 (919) 733-3908 For a detailed description of the qualifier codes refer to sr[lata ouaL Ei r Codes<htlNmtk.y.m':awsfaffnfoitechassisn Page 1 of 2 .NC (DI4)Q Ga6oratoiy Section 9?psults Location ID: 6P082=0014785 Sample ID: AB64194 Collect Date: 1010512010 Collect Time:: 07:00 r VOL CAS # 124-48-1 Analyte Name Dibromochloromethane PQL _ 0.25 Result/ Qualifier Not detected Units ug/L Method Reference EPA5030/624/8260 Anal sis Date 10/6/10 Validated by ACHANDLER 106-93-4 (EDB)1,2-Dibromoethane 0.25 Not detected ug/L EPA5030/624/8260 1016110 ACHANDLER 127-18-4 Tetrachloroethene 0.25 Not detected ug/L EPA50301624/8260 10/6/10 ACHANDLER 108-90-7 Chlorobenzene 0.25 Not detected ug/L EPA5030/624/8260 10/6110 ACHANDLER 100-41-4 Ethylbenzene 0.25 Not detected ug/L EPA5030/62418260 10/6/10 ACHANDLER 75-25-2 Bromoform 1 Not detected ug/L EPA5030/624/8260 10/6/10 ACHANDLER 108-38-3 rn,p-Xylene 0.5 Not detected ug/L EPA5030/624/8260 10/6/10 ACHANDLER 100-42-5 Styrene 0.25 Not detected ug/L EPA50301624/8260 1016/10 ACHANDLER 79-34-5 1,1,2,2-Tetrachloroethane 0.25 Not detected ug/L EPA5030/624/8260 10/6/10 ACHANDLER 630-20-6 1,1,1,2-Tetrachloroethane 0.25 Not detected ug/L EPA5030/624/8260 10/6/10 ACHANDLER 95-47-6 o-Xylene , 0.25 Not detected ug/L EPA5030/624/8260 1016110 ACHANDLER 96-18-4 1,2,3-Trichloropropane 0.25 Not detected ug/L EPA5030/624/8260 1016/10 ACHANDLER 98-82-8 Isopropylbenzene 0.25 Not detected ug/L EPA5030/624/8260 1016110 ACHANDLER 108-86-1 Bromobenzene 0.25 Not detected ug/L EPA5030/62418260 1016/10 ACHANDLER 103-65-1 n-Propylbenzene 0.25 Not detected ug/L EPA5030162418260 1016/10 ACHANDLER 95-49-8 2-Chlorotoluene 0.25 Not detected ug/L EPA5030/62418260 10/6110 ACHANDLER 106-43-4 4-Chlorotoluene 0.25 Not detected ug/L EPA5030/624/8260 1016/10 ACHANDLER 108-67-8 1,3,5-Trimethylbenzene 0.25 Not detected ug/L EPA5030/62418260 10/6/10 ACHANDLER 98-06-6 tert-Butylbenzene 0.25 Not detected ug/L EPA5030/624/8260 10/6/10 ACHANDLER 95-63-6 1,2,4-Trimethylbenzene 0.25 Not detected ug/L EPA5030162418260 1016/10 ACHANDLER 135-98-8 sec-Butylbenzene 0.25. Not.detected ug/L EPA5030/624/8260 10/6/10 ACHANDLER 541-73-1 m-Dichlorobenzene (1,3) 0.25 Not detected ug/L EPA5030/62418260 1016/10 ACHANDLER 106-46-7 p-Dichlorobenzene (1,4) 0.25 Not detected ug/L EPA5030/624/8260 10/6/10 ACHANDLER 95-50-1 o-Dichlorobenzene (1,2) 0.25 Not detected ug/L EPA50301624/8260 10/6/10 ACHANDLER 99-87-6 p-Isopropyltoluene 0.25 Not detected ug/L EPA5030/624/8260 10/6/10 ACHANDLER 104-51-8 n-Butylbenzene 0.25 Not detected ug/L EPA5030/62418260 10/6/10 ACHANDLER 96-12-8 1,2-Dibromo-3-Chloropropane 2 Not detected ug/L EPA5030162418260 1016110 ACHANDLER 120-82-1 1,2,4-Trichlorobenzene 0.5 Not detected ug/L EPA5030/62418260 1016/10 ACHANDLER 91-20-3 Naphthalene 0.5 Not detected ug/L EPA5030/624/8260 1016/10 ACHANDLER 87-68-3 Hexachlorobutadiene 0.5 Not detected ug/L EPA50301624/8260 10/6/10 ACHANDLER 87-61-6 1,2,3-Trichlorobenzene 1 Not detected . ug/L EPA5030/624/8260 1016/10 ACHANDLER VACS BY GC/MS 1 Not detected ug/L EPA5030/624/8260 10/6/10 ACHANDLER Laboratory Section>> 1623 Mail Service Center, Raleigh, NC 27699-1623 (919) 733-3908 Fore detailed description of the qualifier codes referto hYLpJf cn.�l.�cd_nr.nrg..•teb?ri, a7 atll,.lafiin;cktechassistf:7aFa Cualifirr Cede_'httLi.tic?nal. r:cd�nr.ort1•V.'eh•\?2ahataN,inR_ chassist> Page 2 of 2 GROUNDWATER FIELD/LAB FORM Location code_6P082WQ00147 County Quad No Serial No. Lat. Long. TRIP BLANK SAMPLE TYPE Water ❑ Soil ❑ Other SAMPLE PRIORITY 21 Routine ❑ Emergency III Chain of Custody " Re,PortTo: ARO(FRO MRO, RRO, WaRO, WiRO, WSRO, Kinston F _Facl Trust, Central Off., Other: Shipped by: Bus Courier Hand Del., Other: Purpose: Collector(s):_BillTodd Date %v :S �� Time JP Z) /I M Baseline, Comp —�� 1_ FIELD ANALYSES pH 400 Spec. Cohd.94 at 250C Temp.lo °C Odor Appearance Field Analysis By: _BillTodd LABORATORY ANALYSES BOD 310 • mg/L COD High 340 mg/L COD Low 335 mg/L Coliform: MF Fecal 31616 /100ml .Coliform: MF Total 31504 /100ml TOC 680 mg/L Turbidity 76 NTU Residue, Suspended 530 mg/L pH 403 units Alkalinity to pH 4.5 410 mg/L Alkalinity to pH 8.3 415 mg/L Carbonate 445 mg/L Bicarbonate 440 mg/L Carbon dioxide 405 mg/L Chloride 940 mg/L Chromium: Hex 1032 ug/L Color: True 8o CU Cyanide 720 mg/L Lab North Carolina art nt of Environment and Natural Resources SI WATER QUALITY -GROUNDWATER SECTION Ib(3' 0(a I Lab Number Date Received) + Time: Rec'd By: I From:Bus, ourier, Hand Del., Other: Data Entry By: Ck: Date Reported: :ompliance LUST, Pesticide Study, Federal Trust, Other: " /(cir/cl/one) Owner J >< l /�[ /�-" %Vl t t�'-JALC , /I t d t S e tv� Location or Site Description of sampling point Sampling Method Sample Interval Remarks mumb. Daiier. a c. Diss. Solids 70300 mg/L Fluoride 951 mg/L Hardness: Total 900 mg/L Hardness (non-carb) 902 mg/L Phenols 32730. ug/I Specific Cond. 95 uMhos/cm Sulfate 945 mg/L Sulfide 745 mg/L Oil and Grease mg/L NH3 as N 610 mg/L TKN as N 625 mg/L NO2 + NO3 as N 630 mg/L P: Total as P 665 mg/L Nitrate (NO3 as N) 620 mg/L Nitrite (NO2 as N) 615 mg/L GW-54 REV. 7/03 For Dissolved Analysis -submit filtered sample and write "DIS" in block. 1 (Pumping time, air temp., etc.) Ag-Silver 46566 u /L AI -Aluminum 46557 u /L As -Arsenic 46551 u /L Ba-Barium 46558 u /L Ca -Calcium 46552 m /L Cd-Cadmium 46559 u /L Cr-Chromium 46559 u /L Cu-Copper46562 u /L Fe -Iron 46563 1 u /L Hg-Mercury 71900 u /L K-Potassium 46555 m /L Mg -Magnesium 46664 m /L Mn-Manganese 46565 u /L Na-Sodium 46556 m /L Ni-Nickel u /L Pb-Lead 46564 u /L Se -Selenium u /L Zn-Zinc 46567 u /L Or anochlorine Pesticides Or ano hos horus Pesticides Nitrogen Pesticides Acid Herbicides PCBs Semivolatile Organics TPH-Diesel Range X Trip Blank Volatile Organics(VOA bottle TPH-Gasoline Range TPH-BTEX Gasoline Range LAB USE ONLY ,^ Temperature on arrival (eC): North Carolina .Department of Environment & Natural Resources Division of Water Quality Aquifer Protection Section -MONITORING WELL INSPECTION REPORT /i?' Well Location: �dw,+ 1, /V1i�c�lG 5 e ob� Date I Owner: $A z) d do • d if ialelf e WELL TYPF,_/_W Address: `7D, $6X AJ.39 i awlAX, .2k3,211 County y Road/Street Quad No. MW #= Serial No. Cps✓b p j'Z 2 _, .. ...- ,_. Lat.3S�?7�lLong."Ja', _ ' , We1T • oxistr>taction - - - - - - - Well Contractor Name Address Contractor Certification# Checkiteros Meets Min. Standards Remarks l Permit Required ? (Y/N) Measured Yes No I..... F (Permit NoIj opD/ s� Location - Distance From:........... Water Tight Sewage/waste collection Waste Disposal (septic tank drain field) r Other Poll. Source( / t n t. Other Poll. Source( ) € J/ E F • CaSIIIa Plasti Carbon Galy. St. Other Type....................... 4 Depth.. . ................... fo 1 f Weight/thickness ................ t F 4 Height(A.L.S.)................. p I U i i Other ( ) n Grout t' t Type....................... Thickness ........ ............ Depth ...... . ................ E: I/ E. r Other( ) ( •a Screens � Screened interval ........... t � t e - Other( t Well Contractor ............ Abandonment Temporary ................. Permanent ..... � ` tf Ila f R_e-o�'l Construction (GW-1) ....... Abandonment (GW-3 0) .. . Well Head Completion ..... f Access port ..:..... ....:.... . Water tight pipe entry,. Well entry .... ........ ' Check Items Meets Min. Standards,, Remarks � i Measured' Yes No f J � • i r. Date Well Constructed INSM'-TOR Name. Office Witness(es)"��' c (If Available) Name Address Type Name Address Type 35.167724N 78.52915W - Google Maps � RO b e2 4 crite-j",o j I Page 1 of 1 a n N Address 4610-5048 State Road 1477 m a S Dunn, NC 28334 Get Google Maps on your phone Text the word "GMAPS" to 46 645 3 �c tf .v I fl a N t� iY' 6 A -- s€) R3 Si.7- -- t — 3h'ai.Pun' c ' ---State �noul f2iJ= f ©2009 G http://maps.google.com/maps?q=35.167724N+78.52915W&t=h&hl=en&ie=UTF8&11=35.... 1 /25/2010 North Carolina Department of Environment & Natural' Resources Division of Water Quality Aquifer Protection Section' • MONI'TORING WELL INSPJECTION REPORT r Well Location: Adaso., Ivi ite, :5 e.4cre;i Date . �w t Owner`. SAvyl ef O • 616' WA4 WELL TYPE 3FO Address: `7D. a ,�q o o� II. County .S,i .,l .' Road/Street Quad No. , MW #= Serial No: L6 f Long. • Weil �nst�-�action - - .. . Well Contractor Name Address Contractor Certification# Checkltems MeetsM.in. Standards Remarks ! Measured Yes Nb Permit Required T(YIN) l Location _ Distance ]From:.... , ..... . Water Tight Sewage/waste collection Waste Disposal (septic tank drain field) Other Poll. Source( ) Other Poll. Source( ) Casino Type......................... Depth. . .................... . Weight/thickness ............. . Height. (A.L.S;) ...... Other Grout Type. Thickness .................... :. . Depth ...............:...:..' . Other( ) Screens. Screened interval ........... Other( ) —1. Well Contractor ........... . Abandonment Temporary .................. i; (Permit No bj 0 Qp/ r e t Plasti CarbonGaly, St Other f ` a i r Permanent ................. -. tf,/� Cuttings Reports Construction (GW-1) ...... . Abandonment (GW-3 0) ..... Well Head Completion ....... Access port ............... Water tight pipe entry ... , . Well entry .... . ........... . Date Well Constructed Check Items Meets Min. Standards;', Remarks l' Measured Yes No J ------------- 1 . f _ 1 A i t 1k �: INSPECTOR 9C ) Name Office (If Available) / Name Address Type Name Address Type ..GROUNDWATER FIELD/LAB FORM North Carolina Department of Environment and Natural Resources ;ION OF WATER QUALITY -GROUNDWATER SECTION - Location code_6PO82W00014785 SAMPLE TYPE SAMPLE PR RITY I ( D 5 J County Sampson f Water Routine ❑ nn l_ Lab Number Soil El Emergency ` Quad No � Serial No. Date Received Time:--N 30 Lat. Long. ❑ Other Rec'd By:. From:Bus, wrier, Hand Del,,- ® Chain of Custody Other: V�O'mv1 Report To: ARO, FRO MRO, RRO, WaRO, WiRO, Data Entry By: Ck: WSRO, Kinston FO Trust, Central Off., Other: Date Reported: Shipped by: Bus, Courier Hand Del., Other: PurpoQse: Collector(s):_Bil o Date <� %� Time !� 3D /I1°'3aseline, Complaint,(Compliant ,LUST, Pesticide Study, Federal Trust, Other: (circle on/e) r FIELD ANALYSES Owner JABoe S,)) d �` . �, ec�c O R I sSC 11 ot5 f pH 400 Spec. Cond.94 at 250C Location or Site .D. L Temp. lo °C Odor Description of sampliD� poi Appearance G� du �f >1 Sampling Method �i l� r � Sample Interval Field Analysis Remarks umo. ai er. etc.) By:_BIIITodd (Pumping time, air temp., etc.) LABORATORY ANALYSES BOD 310 . mg/L COD High 340 mg/L COD Low 335 mg/L Coliform: MF Fecal 31616 /100ml Coliform: MFTotal 31504' /100ml X TOC 680 mg/L Turbidity 76 NTU Residue, Suspended 530 mg/L pH 403 units Alkalinity to pH 4.5 410 mg/L Alkalinity to pH 8.3 415 mg/L Carbonate 445 mg/L Bicarbonate 440 mg/L Carbon dioxide 405 mg/L X Chloride 9.40 mg/L Chromium: Hex 1032 ug/L Color: True 80 CU Cyanide 720 mg/L - Lab Corn X Diss. Solids 70300 mg/L Fluoride 951 mg/L Hardness: Total 900 mg/L Hardness (non-carb) 902 mg/L Phenols 32730 ug/I Specific Cond. 95 uMhos/cm Sulfate 945 mg/L Sulfide 745 mg/L Oil,and Grease mg/L X NH3 as N 610 mg/L X TKN as N 625 mg/L X NO2 + NO3 as N 630 mg IL P: Total as P 665 mg/L X Nitrate (NO3asN) 620 mg/L X Nitrite (N62 as N) 615 mg/L GW-54 REV. 7/03 . For Dissolved Analysis -submit filtered sample and write "DIS" in block. Ag-Silver46566 u /L AI -Aluminum 46557 u /L As -Arsenic 46551 u /L Ba-Barium 46558 u /L Ca -Calcium 46552 m /L Cd-Cadmium 46559 u /L Cr-Chromium 46559 u /L Cu-Copper46562 u /L Fe-Iron-46563 u /L Hg-Mercury 71900 u /L K-Potassium 46555 m /L Mg -Magnesium 46554 m /L Mn-Manganese 46565 u /L Na-Sodium 46556. m /L Ni-Nickel u /L Pb-Lead 46564 u /L Se -Selenium u /L Zn-Zinc 46567 u /L Or anochlorine Pesticides Or ano hos horns Pesticides Nitrogen Pesticides Acid Herbicides PCBs Semivolatile Organics TPH-Diesel Range X Volatile Or'anics(VOA bottle TPH-Gasoline Range TPH-BTEX Gasoline Range LAB USE ONLY (� Temperature on arrival (°C): (0 r 0 'A County: SAMPSON Sample ID: 'AB64192 River Basin RECEIVED �0� WArF9Q PO Number# 10G0684 Report To FROAP �O G t7 Date Received: 10/06/2010 Collector: B TODD NOV 1 ( 7 2010, r 6'�fl` Time Received: 08:30 a Y Region: FRO Labworks LoginlD SMATHIS Sample Matrix: GROUND RepoitGenerated: 11/12/10 . Loc. Type: MONITO�RI E �AYETTEVILLE REGIONAL OFFICE Date Reported: 11/12/2010 Emergency Yes/No COC Yes/No YES VisitlD Loc. Descr.: SAMPSON CO B.O.E. - MIDWAY MIDDLE SCHOOL Location ID: 6PO82WQ0014785 Collect Date: 1010512010Collect Time: 10:43 Sample Depth CAS # Analyte Name PQL Result/ Units Method Analysis Validated by Qualifier Reference Date LAB Sample temperature at receipt by lab 0.6 °C 10/6/10 SMATHIS MIC TOC In liquid 2 2.8 mg/L APHA531oB-20th 11/2/10• CGREEN WET Ion Chromatography _TITLE_ mg/L EPA 300.0 10/13/10 CGREEN! Chloride 1 22 mg/L EPA 300.0 10/13/10 CGREEN Fluoride. 0.4 0.4 U mg/L EPA 300.0 10/13/10 CGREEN Sulfate 2 2.0 U mg/L EPA 300.0 10/13/1.0 CGREEN Total Dissolved Solids in liquid 12 98 mg/L APHA2540C-18TH 10f7/10 MOVERMAN NUT NH3 as. N in liquid 0.02 0.02 U mg/L as N LaclO-107-06-1-J 10/6/10 CGREEN Total Kjeldahl N as-N In liquid 0.2 0.22. mg/L as N Lachat107-06-2-H 10ff/10 CGREEN NO2+NO3 as N in liquid 0.02 2.3 mg/L as N LaclO-107-04-1-c 10/6/10 CGREEN. Nitrate as N in liquid 0.02 2.3 mg/L as N Lachat107-04-1-c 10/12/10 CGREEN- Nitrite as N in liquid 0.01 0.01 U mg/L as N Lachat107-04-1-c 10/6/10 CGREEN VOL Volatile Organics in liquid _TITLE_ ug/L EPA5030/624/8260 10/6/10 ACHANDLER 75-71-8 Dichlorodifluoromethane 1 Not detected ug/L EPA5030/62418260 10/6/10 ACHANDLER 74-87-3 Chloromethane 0.5 Not detected ug/L EPA5030/624/8260 10/6/10 ACHANDLER 75-01-4 Vinyl Chloride 0.5 Not detected ug/L EPA5030/624/8260 1016/10 ACHANDLER 74-83-9 . Bromomethane 0.5 Not detected ug/L EPA5030/624/8260 10/6/10 ACHANDLER 75-00-3, Chloroethane 0.5' Not detected ug/L EPA5030/624/8260 10/6/10 ACHANDLER 75-69-4 Trichlorofluoromethane 0.5 Not detected ug/L EPA5030/624/8260 10/6/10 ACHANDLER 75-35-4 1,1-Dichloroethene 0.25 Not detected ug/L EPA5030/624/8260 10/6/10 ACHANDLER 75-09-2 Methylene Chloride 10 Not detected ug/L EPA50301624/8260 10/6/10 ACHANDLER 156-60-5 trans-1,2-Dichloroethene 0.25 Not detected ug/L EPA5030/624/8260 10/6/10 ACHANDLER 1634-04-4 Methyl Tert-Butyl Ether 0.25 Not detected ug/L EPA60301624/8260 10/6/10 ACHANDLER 75-34-3 1,1-Dichloroethane 0.25 Not detected ug/L EPA6030/624/8260 10/6/10 ACHANDLER 156-59-2 CIS--1,2-Dichloroethene 0.25 Not detected ug/L EPA5030/624/8260 10/6/10 ACHANDLER 74-97-5 ' Bromochloromethane 0.25 Not detected ug/L 'EPA5030/624/8260 10/6/10 -ACHANDLER 67-66-3 Chloroform 0.25 Not detected ug/L EPA5030/624/8260 10/6/10 ACHANDLER 594-20-7 2,2-Diohloropropane 0.25 Not detected ug/L EPA5030/624/8260 10/6/10 ACHANDLER Laboratory Section» 1623 Mail Service Center, Ralelgh, NC 27699-1623 (919) 733.3908 For a detailed description of the qualifier codes refer to hdpv/portal nrdenr.orniwebM1vnl a6tstatFlnlnflerhasslstSDato Ch Wifier Codes<hllptflp011aLerdpnr.pT/WP.h/W(I/IAnISlalflf1f04F.Chn551S1> Page 1 of 3 .NC (D`6VQ Laboratory Section (Rpsults Location ID: 6PO82WQ0014785 Sample ID: AB64192 Collect Date: 10/0512010 Collect Time:: 10:43 vUL Result/ Method Analysis CAS # Analvte Name PQL Units yaliaated by Qualifier. Reference Date 107-06-2 1,2-Dichloroethane 0.25 Not detected ug/L EPA5030/624/8260 10/6/10 ACHANDLER 71-55-6 1,1,1-Trichioroethane 0.25 Not detected ug/L EPA5030/624/8260 10/6/10 ACHANDLER 563-58-6 1,1-Dichioropropene' 0.25 Not detected ug/L EPA5030/624/8260 10/6/10 ACHANDLER 56-23-5 Carbon Tetrachloride 0.25 Not detected ug/L EPA5030162418260 10/6/10 ACHANDLER 71-43-2 Benzene 0.25 Not detected ug/L EPA5030/624/8260 10/6/10 ACHANDLER, 74-95-3 Dibromomethane 1 - Not detected ug/L EPA50301624/8260 10/6/10 ACHANDLER 78-87-5 1,2-Dichloropropane 0.25 Not detected ug/L EPA50301624/8260 10/6/10 ACHANDLER 79-01-6 Trichloroethene 0.25 Not detected ug/L EPA5030./624/8260 10/6/10 ACHANDLER 75-27-4 Bromodichlorometharle 0.25 Not detected ug/L EPA50301624/8260 ' . 10/6/10 ACHANDLER 10061-01-5 CIS-1,3-Dichloropropene 0.25 Not detected ug/L EPA50301624/8260 10/6/10 ACHANDLER 10061-02-6. trans-1,3-Dichloropropene 0.25 Not detected ug/L EPA5030/624/8260 10/6/10 ACHANDLER 79-00-5 1,1,2-Trichloroethane 0.25 Not detected ug/L EPA5030/624/8260 10/6/10 ACHANDLER 108-88-3 Toluene 0.25 Not detected ug/L EPA5030/62418260 10/6/10 ACHANDLER 142-28-9 1,3-Dichloropropane 0.25 Not detected ug/L EPA5030/624/8260 10/6/10 ACHANDLER 124-48-1 Dibromochloromethane 0.25 Not detected ug/L EPA5030/624/8260 1016110 ACHANDLER 106-93-4 (EDB)1,2-Dibromoethane 0.25 ,. Not detected ug/L .EPA5030/624/8260 10/6/10 ACHANDLER 127-18-4 Tetrachloroethene 0.25 Not detected ug/L EPA5030/624/8260 10/6110 ACHANDLER 108-90-7 Chlo.robenzene, 0.25 Not detected ug/L EPA5030/624/8260 10/6/10 ACHANDLER too -al -a Ethylbenzene 0.26 Not detected ug/L EPA5030/624/8260 10/6/10 ACHANDLER 75-25-2 'Bromoform 1 Not detected ug/L EPA5030/624/8260 10/6/10 ACHANDLER 108-38-3 m,p-Xylene 0.5 Not detected ug/L EPA5030/624/8260 10/6/10 ACHANDLER 100-42-5 Styrene 0.25 Not detected ug/L EPA5030/624/8260 10/6/10 ACHANDLER 79-34-5 1,1,2,2-Tetrachloroethane 0.25 Not detected ug/L EPA5030/624/8260 1016/10 ACHANDLER 630-20-6 1,1,1,2-Tetrachloroethane 0.25 Not detected ug/L EPA5030/624/8260 10/6/10 ACHANDLER 95-47-6 o-Xylene 0.25 Not detected. ug/L EPA5030/624/8260 1016/10 ACHANDLER 96-18-4 1,2,3-Trichloropropane 0.25 Not detected ug/L EPA5030/624/8260 10/6110 ACHANDLER 98-82-8 Isopropylbenzene 0.25 Not detected ug/l- EPA5030/624/8260 10/6/10 ACHANDLER 108-86-1 Bromobenzene 0.25 Not detected ug/L • EPA5030/624/8260 10/6/10 ACHANDLER 103-65-1 n-Propylbenzene 0.25 Not detected ug/L EPA5030/624/8260 10/6/10 ACHANDLER 95-49-8 2-Chlorotoluene 0.25 Not detected ug/L EPA5030/624/8260 10/6/10 ACHANDLER 106-43-4 4-Chlorotoluene 0.25 Not detected ug/L EPA5030/624/8260 10/6/10 ACHANDLER 108-67-8 1,3,5-Trimethylbenzene 0.25 Not detected ug/L EPA5030/624/8260 10/6/10 ACHANDLER 98-06-6 tert-Butylbenzene 0.25 Not detected ug/L EPA5030/624/8260 10/6/10 ACHANDLER 95-63-6 1,2,4-Trimethylbenzene 0.25 Not detected ug/L EPA50301624/8260 10/6/10 ACHANDLER 135-98-8 sec-Butylbenzene 0.25 Not detected ug/L EPA5030/624/8260 10/6/10 ACHANDLER 541-73-1 m-Dichlorobenzene (1,3) 0.25 Not detected ug/L EPA5030/624/8260 10/6/10 ACHANDLER 106-46-7 p: Dichlorobenzene (1,4) 0.25 Not detected ug/L EPA5030/624/8260 10/6/10 ACHANDLER 95-60-1 o-Dichlorobenzene (1,2) 0.25. Not detected ug/L EPA6030/624/8260 10/6/10 ACHANDLER 99-87-6 p-Isopropyltoluene 0.25 Not detected ug/L EPA5030/624/8260 10/6/10 ACHANDLER 104-51-8 ri-Butylbenzene 0.25 Not detected ug/L EPA5030/624/8260 10/6/10 ' ACHANDLER 96-12-8 1,2-Dibromo-3-Chloropropane 2 Not detected ug/L EPA6030/624/8260 10/6110 ACHANDLER 120-82-1 1,2,4-Trichlorobenzene 0.5 Not detected ug/L EPA5030/624/8260 10/6/10 ACHANDLER_. Laboratory Section>> 1623 Mail Service Center, Raleigh, NC 27699-1623 (919) 733-3908 For a detailed description of the qualifier codes refer to hhn•flnortal nrdPnr ornM+eb/wnllahlslalltnlo YarhassisltlDate Qualifier Codes 011o•doonal nrdenr om/woblwnflablatnifinfottechassisu Page 2 of 3 NC (DWWQ, La6oratorySection g?§surts )n ID: 6P082WO0014785 Sample ID: A1364192 , Collect Date: 10/05/2010 Collecf Time:: 10:43 VUL Result/ Method Analysis ' CAS # Analvte Name Units Validated by Qualifier Reference Date 91-20-3 Naphthalene 0.5 Not detected ug/L EPA503b/624/8260 10/6/10 ACHANDLER 87-68-3 Hexachlorobutadiene 0.5 Not detected ug/L EPA5030/624/8260 10/6/10 ACHANDLER 87-61-6 1,2,3-Trichlorobeniene 1 Not detected ug/L EPA5030/624/8260 10/6/10 ACHANDLER VOCS BY GC/MS 1 Not detected ug/L EPA5030/624/8260 1016110 ACHANDLER Laboratory Section>> 1623 Mall Service Center, Raleigh, NC 27699-1623 (919) 733-3908 For a detailed description ofthe qualifier codes refer to hlln7lnodnl nodpnr oroAvah/viMnh/slaffnfollerhasslsldDala Qualifier Codes <hlin•llnodat nrdanr oralwPhlworlabfslallinlnllerhnssicla Page 3 of 3 L. a North Carolina GROUNDWATER HELD/LAB FORMLOV Department of Environment and Natural Resources DIVISION OF WATER QUALITY -GROUNDWATER SECTION Location code�082WQ0014785 SAMPLE TYPE SAMPLE PRIORITY County Sampson IN Water Routine � � j Lab Number r/ Quad No Serial No. El soil El Emergency Date Received�� _Time- n�30 El Other Lat. Long. Rec'd By: From:Bus, o� Hand Del., 11 ® Chain of Custody . Other: Report To: ARO FRO MRO, RRO,-WaRO, WiRC, Data Entry By: Ck: WSRO, Kinston FO I Fad. Trust, Central Off., Other: Date Reported: Shipped by: Bus Courier Hand Del., Other: Purpose:' Collector(s):_BillTodd _ Time O.'4.3 Baseline, Complaint Compliance LUST, Pesticide Study, Federal Trust, Other: , Date/6 V T (circle one) FIELD ANALYSES Owner pH 400 LI. 23 Spec. Cond.at 25°C - Location or Si e a, . o FY 3 Temp.jo A.I.L C. °C Odor JtGu e Description ofsampli- poj t w e1 e Appearance (c G Sampling Method 6-41I a Sample Interval Field Analysis Remarks irumo. tDailer. etc. By:_BIIITodd (Pumping time, air temp., etc.) LABORATORY ANALYSES BOD 310 mg/L COD High 340 mg/L COD Low 335 mg/L Coliform: MF Fecal 31616 /100ml Coliform: MF Total 31504 /100ml X_ TOC 680 mg/L Turbidity 76 NTU Residue, Suspended 530 mg/L pH 403 units Alkalinity to pH 4.5 410 mg/L Alkalinity to pH 8.3 415 mg/L Carbonate 445 - mg/L Bicarbonate 440 mg/L Carbon dioxide 405 mg/L X .Chloride 940 mg/L Chromium: Hex 1032 ug/L Color: True,80 CU Cyanide 720 mg/L Lab X Diss. Solids 70300 mg/L Fluoride 951 mg/L Hardness: Total 900 mg/L Hardness (non-carb) 902 mg/L Phenols 32730 ug/I Specific Cond. 95 uMhos/cm Sulfate 945 mg/L Sulfide 745 mg/L Oil and Grease mg/L X NH3 as N 610 mg/L X . TKN as N 625 mg/L X NOZ + NO3 as N 630 mg/L P: Total as P 665 mg/L X Nitrate (NO3as N) 620 mg/L X Nitrite (NO2 as N) 615 mg/L For Dissolved Analysis -submit filtered sample and write "DIS" in block. Ag-Silver 46566 u /L AI -Aluminum 46557 u /L As -Arsenic 46551 u /L Ba-Barium 46558 u /L Ca -Calcium 46552 m /L Cd-Cadmium 46559 u /L Cr-Chromium 46559 u /L Cu-Copper 46562 u /L Fe -Iron 46563- u /L Hg-Mercury 71900 u /L K-Potassium 46555 in /L Mg -Magnesium 46554 m /L Mn-Manganese 46565 u /L Na-Sodium 46556 m /L Ni-Nickel u /L Pb-Lead 46564 u /L Se -Selenium ti /L Zn-Zinc 46567 u /L Or anochlorine Pesticides Or ano hos horus Pesticides Nitrogen Pesticides Acid Herbicides PCBs Semivolatile Organics TPH-Diesel Range X Volatile Organics(VOA bottle TPH-Gasoline Range TPH-BTEX Gasoline Range LAB USE ONLY © ` Temperature on arrival (°C): U Arr•�i7_� NCQENR North Carolina Department of Environment and Nal Division of Water Quality 3everly Eaves Perdue Coleen H. Sullins Governor Director March 30, 2010 Mr. Robert Carroll, ORC Sampson County Board Of Education P.O. Box 439 Clinton, North Carolina 28329 SCANNED DATE: Z 3 / 1 S Dee Freeman Secretary R;ECENED / DENR / DWQ Aquifer Protection Section APR 12 2010 Subject: Permit Extension Permit No. WQ0014785 Sampson County BOE Midway Middle School Wastewater Surface Irrigation Sampson County Dear Mr. Carroll. On August 5, 2009, Session Law 2009-406, entitled "An Act to Extend Certain Government Approvals Affecting the Development of Real Property Within the State," was enacted by the General Assembly and signed into law. The Act, known as the Permit Extension Act of 2009, extends the expiration date of certain government approvals and permits. For additional information, the following website ( http:/portal.ncdenr.org/web/wq/aps/lau#extension ) can be viewed to address this statute and affected DWQ permits. Non -discharge permit, WQ0014785, issued by the Division of Water Quality falls within the scope of this Act and is therefore being extended until 31 December 2015. Please note per your permit, a renewal application must still be submitted six months in advance of the extended expiration date. If Sampson County/Midway Middle School needs to modify, upgrade, retrofit infrastructure at this facility which would require :modification of the permit; a permit application can be submitted for review and the necessary modified permit issued. If you have any questions regarding this letter, please contact Division staff in the Fayetteville Regional Office at (910) 433-3340 or Central Office at (919) 733-3221. Thank you in advance for your cooperation. Sincerely, Jim Barber Aquifer Protection Section Cc' Fayetteville Regional Office, Aquifer Protection Section WQ0014785 Permit File WQ0014785 Notebook File Sampson County Health Department Technical Assistance and Certification Unit AQUIFER PROTECTION SECTION 1636 Mail Service Center, Raleigh, North Carolina 27699-1636 Location: 2728 Capital Boulevard, Raleigh, North Carolina 27604 OI7e Phone: 919-733-3221 1 FAX 1: 919-715-0588; FAX 2: 919-715-60481 Customer Service: 1.877.623-6748 uric hCarolina Naturally N��An Equal Opportunity 1 Affirmative Action Employer A. W62/y78S NCDENR North Carolina Department of Environment and Natural Resources Division of Water Quality Beverly Eaves Perdue Coleen H. Sullins Governor Director June 4, 2000 Robert Carroll Sampson County Board Of Education PO Box 439 Clinton NC 28329 Dee Freeman Secretary SUBJECT: June 2, 2009/Compliance Evaluation Inspection Sampson County Board Of Education { 9amps @b-4B©ez, ndway erm tNo �WQ`.00141,8" . Sarnp on Cotirity Dear Mr. Carroll: Enclosed please find a copy of the Compliance Evaluation Inspection form from the inspection conducted on June 2, 2009. The Compliance Evaluation Inspection was conducted by Joel 'S. Shields of the Fayetteville Regional Office. The facility was found to be in Compliance with permit WQW4785. Please refer to the enclosed inspection report for additional observations and comments. If you or your staff have any questions, please call me at.. Sincerely, J6el S. Shields cc: Robert Arnold Carroll, ORC Central Files Fayetteville Files North Carolina DWQ/Aquifer Protection Section ' 225 Green St./ Suite 714 Fayetteville, NC 28301 Phone (910) 433-3300 FAX (910) 486-0707 Internet: h2o.enr.state.nc.us Customer Service 1-877-623-6748 M NorthCarolina aturally An Equal Opportunity/Affirmative Action Employer— 50% Recycled/10% Post Consumer Paper Compliance Inspection Report Permit: W00014785 Effective: 01/08/08 Expiration: 12/31/12 Owner: Sampson County Board Of Education SOC: Effective: -Expiration: Facility: Sampson Co Boe-Midway Middle County: Sampson PO Box 439 Region: Fayetteville, Clinton NC 28329 Contact Person: Robert Carroll Title: ORC Phone: 910-592-4111 Ext.3 Directions to Facility: System Classifications: PrimaryORC: Robert Arnold Carroll Certification: 26341 Phone: 910-592-4111 Secondary ORC(s): On -Site Representative(s): Related Permits: Inspection Date: 06/02/2009 Entry Time: 01:30 PM Exit Time: 03:00 PM Primary Inspector: Joel Shields Phone: Secondary Inspector(s): Reason for Inspection: Routine Inspection Type: Compliance Evaluation Permit Inspection Type: Surface Irrigation Facility Status: ■ Compliant 0 Not Compliant Question -Areas: Miscellaneous Questions N Treatment Lagoons End Use -Irrigation (See attachment summary) Page: 1 Permit: WQ0014785 Owner - Facility: Sampson County Board Of Education Inspection Date: 06/02/2009 Inspection Type: Compliance Evaluation Reason for Visit: Routine Inspection Summary: Met with Robert Carroll the ORC for Mid -Way Middle•Sschool. At the time of my inspection he as cutting the vegetative crop from the field. The field looked good but some weed control needs to be done. The lagoon was under the 2'-free board level and the vegetative growth around the lagoon was trimmed. Mr. Carrols records were available, in order, and the analytical repoirts matched the monthly reports. Page: 2 Permit: WQ0014785 Owner - Facility: Sampson County Board Of Education Inspection Date: 06/02/2009 Inspection Type: Compliance Evaluation Reason for Visit: Routine Type Yes No NA NE Reuse (Quality) ❑ Single Family Spray, LR ❑ Infiltration System ❑ Activated Sludge.Spray, LR ❑ Activated Sludge Spray, HR ❑ Recycle/Reuse ❑ Activated Sludge Drip, LR ❑ Single Family Drip ❑ Lagoon Spray LR ■ End Use -Irrigation Yes No NA NE Are buffers adequate? ■ ❑ ❑ ❑ Is the cover crop type specified in permit? ■ ❑ ❑ ❑ Is the crop cover acceptable? ■ ❑ ❑ ❑ Is the site condition adequate? ■ Cl ❑ ❑ Is the site free of runoff / ponding? ■ ❑ ❑ ❑ Is the acreage specified in the permit being utilized? ■ ❑ ❑ ❑ Is the application equipment present? ■ ❑ ❑ ❑ Is the application equipment operational? ■ ❑ ❑ ❑ Is the disposal field free of limiting slopes? ■ ❑ 1.1 Cl Is access restricted and/or signs posted during active site use? . ' ■ ❑ ❑ ❑ Are any supply wells within the CB? ❑ ❑ ❑ ■ Are any supply wells within 250' of the CB? ❑ ❑ ❑ ■ How close is the closest water supply well? ❑ ❑ ❑ ■ Is municipal water available in the area? ■ ❑ ❑ ❑ # Info only: Does the permit call for monitoring wells? ❑ ❑ ■. ❑ Are GW monitoring wells located properly w/ respect to RB and CB? ❑ ❑ ■ ❑ Are GW monitoring wells properly constructed, including screened interval? ❑ ❑ ■ ❑ Are monitoring wells damaged? ❑ ❑ ■ ❑ Comment: Page: 3 r January 8, 2008 ROBERT CARROLL, ORC SAMPSON COUNTY BOARD OF EDUCATION MIDWAY MIDDLE SCHOOL 1115 ROBERTS GROVE DUNN, NC 28334 Dear Mr. Carroll: Michael F. Easley, Governor William G. Ross Jr., Secretary North Carolina Department of Environment and Natural Resources Coleen H. Sullins, Director Division of Water Quality SCANNED DATE: 2 r 3/ r s— Subject: Permit No. WQ0014785 Sampson Co Boe-Midway Middle Wastewater Surface Irrigation Sampson County In accordance with your permit renewal request received October 11, 2007, we are forwarding herewith Permit No. WQ0014785, dated January 8, 2008, to Sampson County Board of Education for the continued operation of the subject wastewater treatment and surface irrigation facilities. This permit shall be effective from the date of issuance until December 31, 2012, shall void Permit No. WQ0014785 issued July 11, 2003, and shall be subject to the conditions and limitations as specified therein. Please pay particular attention to the monitoring requirements in this permit. Failure to establish an adequate system for collecting and maintaining the required operational information will result in fixture compliance problems. Of special interest to you may be the following: ♦ Condition 1I.4., regarding performance criteria of the wastewater collection facilities. ♦ Condition I1.6., application rate(s), whether hydraulic, nutrient, or other pollutant shall not exceed those specified in Attachment B. ♦ Condition III.6., all waste application equipment must be tested and calibrated at least once per year. Records of the calibration must be maintained for five years. ♦ Condition IVA., the effluent from the subject facilities shall be monitored by the Permittee at the frequency(ics) and location(s) for the parameter(s) specified in Attachment A. ♦ Condition IV.7., monitor wells shall be sampled at the frequencies and for the parameters specified in Attachment C. If any parts, requirements, or limitations contained in this permit are unacceptable, you have the right to request an adjudicatory hearing upon written request within thirty (30) days following receipt of this permit. 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, NC 27699-6714. Unless such demands are made this permit shall be final and binding. No�ithCarolina Natura!!!f Aquifer Protection Section 1636 Mail Service Center Raleigh, NC 27699.1636 Telephone: (919) 733-3221 Internet: www.ncwaterqualitv.org Location: 2728 Capital Boulevard Raleigh, NC 27604 Fax I: (919) 715-0588 Fax 2: (919)715-6048 An Equal Opportunity/Affirmative Action Employer— 50% Recycled/10%Post Consumer Paper Customer Service: (877) 623-6748 If you need additional information concerning this matter, please contact Chonticha McDaniel at (919) 715- 6189 or chonticha.mcdaniel@ncmail.net. SincerelyZ' Z' for Coleen H. Sullins cc; Sampson County Health Department Fayetteville Regional Office, Aquifer Protection Section Technical Assistance and Certification Unit APS Central Files LAU Files NORTH CAROLINA ENVIRONMENTAL MANAGEMENT COMMISSION DEPARTMENT OF ENVIRONMENT AND NATURAL RESOURCES RALEIGH SURFACE IRRIGATION SYSTEM PERMIT In accordance with the provisions of Article 21 of Chapter 143, General Statutes of North Carolina as amended, and other applicable Laws, Rules, and Regulations PERMISSION IS HEREBY GRANTED TO Sampson County Board of Education Sampson County FOR THE continued operation of a 10,000 gallon per day (GPD) drip irrigation treatment and disposal facility consisting of approximately 470 linear feet of eight -inch gravity sewer, a 90 gallon per minute (GPM) pump station with dual pumps, high water alarms, telemetry system, and approximately 1480 linear feet of four -inch force main, a manually cleaned bar screen, a 1.2 million gallon waste stabilization and storage lagoon, dual 100 GPM irrigation pumps, disc filters, flow -meter, ultraviolet disinfection, and a 151,530 square foot (ft) drip irrigation area divided into eight (8) zones to serve Midway Middle School with no discharge of wastes to the surface waters, pursuant to the application received October 11, 2007, and subsequent additional information received by the Division of Water Quality (Division), and in conformity with the project plan, specifications, and other supporting data subsequently fled and approved by the Department of Environment and Natural Resources and considered a part of this permit. This permit shall be effective from the date of issuance until December 31, 2012, shall void Permit No. WQ0014785 issued July 11, 2003, and shall be subject to the following specified conditions and limitations: I. SCHEDULES [please review the entire permit for reporting, monitoring, and other on -going activities] 1. No later than six (6) months prior to the expiration of this permit, the Permittee shall request renewal of this permit on official Division farm(s). Upon receipt of the request, the Division will review the adequacy of the facilities described therein, and if warranted, will extend the permit for such period of time and under such conditions and limitations as it may deem appropriate. Please note that Rule 15A NCAC 02T .0105(d) requires an updated site map to be submitted with the permit renewal application. WQ0014785 Version 3.0 Shell Version 070531 Page i of 8 II. PERFORMANCE STANDARDS The surface irrigation facilities shall be effectively maintained and operated at all times so that there is no discharge to the surface waters, nor any contravention of groundwater or surface water standards. In the event that the facilities fail to perform satisfactorily, including the creation of nuisance conditions or failure of the irrigation area to adequately assimilate the wastewater, the Permittee shall take immediate corrective actions including those actions that may be required by the Division, such as the construction of additional or replacement wastewater treatment and disposal facilities. 2. The issuance of this permit shall not relieve the Permittee of the responsibility for damages to ground or surface waters resulting from the operation of this facility. 3. All wells that are constructed for purposes of groundwater monitoring shall be constructed in accordance with 15A NCAC 02C .0108 (Standards of Construction for Wells Other than Water Supply) and any other state and local laws and regulations pertaining to well construction. 4. The wastewater collection facilities shall be properly maintained and operated at all times. The Permittee shall maintain compliance with an individual system -wide collection system permit for the operation and maintenance of these facilities as required by 15A NCAC 02T .0400. If an individual permit is not required, the following performance criteria shall be met as provided in 15A NCAC 02T .0403. a. The sewer system shall be effectively maintained and operated at all times to prevent discharge to land or surface waters, and any contravention of the groundwater standards or surface water standards. b. A map of the sewer system shall be developed and shall be actively maintained. c. An operation and maintenance plan shall be developed and implemented. d. Pump stations that are not connected to a telemetry system shall be inspected every day (i.e., 365 days a year). Pump stations that are connected to a telemetry system shall be inspected at least once per week. e. High -priority sewers shall be inspected at least once per every six-month period of time. f. A general observation of the entire sewer system shall be conducted at least once per year. g. Overflows and bypasses shall be reported to the appropriate Division regional office in accordance with 15A NCAC 02B .0506(a), and public notice shall be provided as required by North Carolina General Statute §143-215.1C. h. A grease control program is in place. i. Right-of-ways and easements are maintained. j. Inspection and maintenance records shall be maintained for a period of at least three years. S. Effluent limitations shall not exceed those specified in Attachment A. Application rate(s), whether hydraulic, nutrient, or other pollutant shall not exceed those specified in Attachment B. The compliance boundary for the disposal system is specified by rules in 15A NCAC 02L, Groundwater Classifications and Standards. This disposal system was individually permitted on or after December 30, 1983; therefore, the compliance boundary is established at either 250 feet from the waste disposal area, or 50 feet within the property boundary, whichever is closest to the waste disposal area. An exceedance of groundwater standards at or beyond the compliance boundary is subject to remediation action according to 15A NCAC 02L .0106(d)(2) as well as enforcement actions in accordance with North Carolina General Statute 143-215.6A through 143-215.6C. WQ0014785 Version 3.0 Shell Version 070531 Page 2 of 8 The Permittee shall apply for a permit modification prior to any sale or transfer of property that affects a compliance boundary to establish a new compliance boundary. 9. In accordance with 15A NCAC 02L .0107(d), no wells, other than monitoring wells, shall be constructed within the compliance boundary except as provided by 15A NCAC 02L .0107(g). 10. The review boundary is established around the disposal systems midway between the compliance boundary and the perimeter of the waste disposal area. Any exceedance of standards at the review boundary shall require action in accordance with 15A NCAC 02L .0106. 11. The following setbacks shall be maintained: a) 100 feet between wetted area and any residence or places of public assembly under separate ownership, b) 50 feet between wetted area and property lines, b) 100 feet between wetted area and wells, c) 50 feet between wetted area and drainage ways or surface water bodies, c) 50 feet between wetted area and public right of ways, d) 100 feet between treatment/storage units and any wells, and e) 50 feet between treatment units and property lines. III. OPERATION AND MAINTENANCE REQUIREMENTS The facilities shall be properly maintained and operated at all times. The facilities shall be effectively maintained and operated as a non -discharge system to prevent the discharge of any wastewater resulting from the operation of this facility. The Permittec shall maintain an Operation and Maintenance Plan pursuant to 15A NCAC 02T .0507 including operational functions, maintenance schedules, safety measures, and a spill response plan. 2. Upon classification of the wastewater treatment and irrigation facilities by the Water Pollution Control System Operators Certification Commission (WPCSOCC), the Permittee shall designate and employ a certified operator to be in responsible charge (ORC) and one or more certified operator(s) to be back-up ORC(s) of the facilities in accordance with 15A NCAC 08G .0200. The ORC shall visit the facilities in accordance with 15A NCAC 08G .0200 or as specified in this permit and shall comply with all other conditions specified in these rules. 3. A suitable year round vegetative cover shall be maintained such that crop health is optimized, allows for even distribution of effluent, and allows inspection of the irrigation system. 4. Adequate measures shall be taken to prevent wastewater ponding or runoff from the irrigation field. 5. Irrigation shall not be performed during inclement weather or when the ground is in a condition that will cause ponding or runoff. 6. All waste application equipment must be tested and calibrated at least once per year. Records of the calibration must be maintained for five years. 7. No type of wastewater other than that from Midway Middle School shall be irrigated onto the irrigation area. S. No traffic or equipment shall be allowed on the disposal area except while installation occurs or while normal maintenance is being performed. Public access to the land application sites shall be controlled during active site use. Such controls may include the posting of signs showing the activities being conducted at each site. WQ0014785 Version 3.0 Shell Version 070531 Page 3 of 8 10. The residuals generated from these treatment facilities must be disposed / utilized in accordance with 15A NCAC 02T .1100. The Permittee shall maintain a residual management plan pursuant to 15A NCAC 02T .0508. 11. Diversion or bypassing of the untreated wastewater from the treatment facilities is prohibited. 12. Freeboard in the waste stabilization and storage lagoons shall not be less than two feet at any time. 13. A waste -level gauge, to monitor waste levels in the storage pond, shall be provided. This gauge shall have readily visible permanent markings indicating the maximum liquid level at the top of the temporary liquid storage volume, minimum liquid level at the bottom of the temporary liquid storage volume, and the lowest point on top of the dam elevations. Caution must be taken not to damage the integrity of the liner when installing the gauge. 14. A protective vegetative cover shall be established and maintained on all earthen basin embankments (outside toe of embankment to maximum allowable temporary storage elevation on the inside of the embankment), berms, pipe runs, erosion control areas, and surface water diversions. Trees, shrubs, and other woody vegetation shall not be allowed to grow on the earthen basin dikes or embankments. Earthen basin embankment areas shall be kept mowed or otherwise controlled and accessible. IV. MONITORING AND REPORTING REQUIREMENTS Any monitoring (including groundwater, surface water, soil or plant tissue analyses) deemed necessary by the Division to ensure surface and ground water protection will be established and an acceptable sampling reporting schedule shall be followed. 2. All laboratory analyses for effluent, ground waters, or surface waters shall be made by a laboratory certified by the Division for the required parameter(s) under 15A NCAC 02H .0800. 3. Flow through the treatment facility shall be continuously monitored and daily flow values shall be reported on Form NDMR. The Permittee shall install and maintain an appropriate flow measurement device consistent with approved engineering and scientific practices to ensure the accuracy and reliability of flow measurement. Flow measurement devices selected shall be capable of measuring flows with a maximum deviation of less than 10 percent from true flow, accurately calibrated at a minimum of once per year, and maintained to ensure that the accuracy of the measurements is consistent with the accepted capability of that type of device. The Permittee shall keep records of flow measurement device calibration on file for a period of at least three years. At a minimum, data to be included in this documentation shall be: a. Date of flow measurement device calibration, b. Name of person performing calibration, and c. Percent from true flow. 4. The effluent from the subject facilities shall be monitored by the Permittee at the frequency(ies) and location(s) for the parameter(s) specified in Attachment A. 5. The Permittee tracking the amount of wastewater disposed shall maintain adequate records. These records shall include, but are not necessarily limited to, the following information: a. Date of irrigation, b. Volume of wastewater irrigated, c. Field irrigated, d. Length of time field is irrigated, e. Continuous weekly, monthly, and year-to-date bydraulic (inches/acre) loadings for each field, WQ0014785 Version 3.0 Shell Version 070531 Page 4 of 8 f. Continuous monthly and year-to-date loadings for any non -hydraulic parameter specifically limited in Attachment B for each field, g. Weather conditions h. Maintenance of cover crops, and i. Groundwater levels monthly during November, December, January, February, March, and April. 6. Freeboard (waste level to the lowest elevation on the top of the embankment) in the waste stabilization and storage lagoons shall be recorded weekly. T Monitor wells shall be sampled after construction and within 3 months prior to initiating waste disposal operations. Monitor wells shall be sampled thereafter at the frequencies and for the parameters specified in Attachment C. All mapping,,_ well construction forms, well abandonment forms and monitoring data shall refer to the Dertnit number and the well nomenclature as provided in Attachment C and Figure 1. 8. For the initial sampling of the well as specified elsewhere in the permit, the permiitee shall submit a copy of the GW-1 Form (Well Construction Record) that lists this permit number and the appropriate monitoring well identification number with the Compliance Monitoring Form (GW-59) for that well. Initial Compliance Monitoring Forms that do not include copies of the GW-1 form are incomplete and may be returned to the permittee without being processed. Two (2) copies of the results of the sampling and analysis must be received on Form GW-59 (Groundwater Quality Monitoring: Compliance Report Form), along with attached copies of laboratory analyses, by the Division of Water Quality, information Processing Unit, 1617 Mail Service Center, Raleigh, North Carolina 27699-1617 on or before the last working day of the month following the sampling month. Form GW-59 shall include the number of this permit and the appropriate well identification number. One Form GW-59a certification form shall be provided for each set of sampling results submitted. 10. Three (3) copies of all monitoring data [as specified in Conditions IV. 3. and IV. 4.] on Form NDMR for each PPI and three (3) copies of all operation and disposal records [as specified in Conditions IV. 5 and IV. 6.] on Form NDAR-1 for every field shall be submitted on or before the last day of the following month. If no activities occurred during the monitoring month, monitoring reports are still required documenting the absence of the activity. All information shall be submitted to the following address: Division of Water Quality Information Processing Unit 1617 Mail Service Center Raleigh, North Carolina 27699-1617 11. An annual representative soils analysis (Standard Soil Fertility Analysis) shall be conducted on each irrigation field and the results maintained on file by the Permittee for a minimum of five years. The Standard Soil Fertility Analysis shall 'include, but is not necessarily limited to, the following parameters: Acidity Manganese Potassium Calcium Percent Humic Matter Sodium Copper pH Zinc Magnesium Base Saturation (by calculation) Phosphorus Cation Exchange Capacity Exchangeable Sodium Percentage WQ0014785 Version 3.0 Shell Version 070531 Page 5 of 8 12. Noncompliance Notification: The Permittee shall report by telephone to the Fayetteville Regional Office, telephone number (910) 433-3300, as soon as possible, but in no case more than 24 hours or on the next working day following the occurrence or first knowledge of the occurrence of any of the following: a. Any occurrence at the wastewater treatment facility which results in the treatment of significant amounts of wastes which are abnormal in quantity or characteristic, such as the dumping of the contents of a sludge digester; the known passage of a slug of hazardous substance through the facility; or any other unusual circumstances including ponding in the irrigation field or runoff from the irrigation fields. b. Any process unit failure, due to known or unknown reasons, that render the facility incapable of adequate wastewater treatment such as mechanical or electrical failures of pumps, aerators, compressors, etc. c. Any failure of disposal system resulting in a by-pass directly to receiving waters. d. Any time that self -monitoring information indicates that the facility has gone out of compliance with its permit limitations including, but not limited to, freeboard measurements, effluent limitations, exceedances of groundwater standards, or overloading of any field. For any emergency that requires immediate reporting (e.g., discharges to surface waters, imminent failure of a storage structure, etc.) outside normal business hours must be reported to the Division's Emergency Response personnel at telephone number (800) 662-7956, (800) 858-0368, or (919) 733- 3300. Persons reporting such occurrences by telephone shall also file a written report in letter form within -five (5) days following first knowledge of the occurrence. This report must outline the actions taken or proposed to be taken to ensure that the problem does not recur. .. i1SPECTIONS 1. Adequate inspection and maintenance shall be provided by the Permittee to ensure proper operation of the subject facilities. 2. The Permittee or his designee shall inspect the wastewater treatment and disposal facilities to prevent malfunctions and deterioration, operator errors and discharges which may cause or lead to the release of wastes to the environment, a threat to human health, or a nuisance. The Permittee shall keep an inspection log or summary including at least the date and time of inspection, observations made, and any maintenance, repairs, or corrective actions taken by the Permittee. This log of inspections shall be maintained by the Permittee for a period of five years from the date of the inspection and shall be made available upon request to the Division or other permitting authority. 3. Any duly authorized officer, employee, or representative of the Division may, upon presentation of credentials, enter and inspect any property, premises or place on or related to the disposal site or facility at any reasonable time for the purpose of determining compliance with this permit; may inspect or copy any records that must be maintained under the terms and conditions of this permit, and may obtain samples of groundwater, surface water, or leachate. VI. GENERAL CONDITIONS 1. Failure to abide by the conditions and limitations contained in this permit may subject the Permittee to an enforcement action by the Division in accordance with North Carolina General Statute 143- 215.6A to 143-215.6C. 2. This permit shall become voidable unless the facilities are constructed in accordance with the conditions of this permit, the approved plans and specifications, and other supporting data. WQ0014785 Version 3.0 Shell Version 070531 Page 6 of 8 This permit is effective only with respect to the nature and volume of wastes described in the application and other supporting data. No variances to applicable rules governing the construction and I or operation of the permitted facilities are granted unless specifically requested and granted in this permit. 4. The issuance of this permit does not exempt the Permittee from complying with any and all statutes, rules, regulations, or ordinances, which may be imposed by other government agencies (local, state, and federal) that have jurisdiction. Of particular concern to the Division are applicable river buffer rules in 15A NCAC 02B .0200, erosion and sedimentation control requirements in 15A NCAC Chapter 4 and under the Division's General Permit NCGO10000, and any requirements pertaining to wetlands under 15A NCAC 02B .0200 and 02H .0500. 5. In the event there is a desire for the facilities to change ownership, or there is a name change of the Permittee, a formal permit request must be submitted to the Division on. official Division form(s), documentation from the parties involved, and other supporting materials as may be appropriate. The approval of this request will be considered on its merits and may or may not be approved. The Permittee of record shall remain fully responsible for compliance until a permit is issued to the new owner. 6. The Permittee shall retain a set of approved plans and specifications for the life of the facilities permitted herein. 7. The Permittee shall maintain this permit until all permitted facilities herein are properly closed or permitted under another permit issued by the appropriate permitting authority. 8. The Permittee must pay the annual fee within thirty (30) days after being billed by the Division. Failure to pay the fee accordingly may cause the Division to initiate action to revoke this permit pursuant to 15A NCAC 02T .0105(e). Permit issued this the 8'h of January, 2008 NORTH CALINA ENVIRONMENTAL MANAGEMENT COMMISSION V-- Coleen H. Sullins, Director Division of Water Quality By Authority of the Environmental Management Commission Permit Number WQ0014785 WQ0014785 Version 3.0 Shell Version 070531 Page 7 of 8 THIS PAGE BLANK WQ0014785 Version 3.0 Shell Version 070531 Page 8 of 8 ATTACHMENT A - LIMITATIONS AND MONITORING REQUIREMENTS PPI 001- WWTF Effluent Permit Number: WQ0014785 Version: 3.0 EFFLUENT CHARACTERISTICS EFFLUENT LIMITS MONITORING REQUIREMENTS Parameter Description - PCS Code Monthly Average Weekly Average Daily Maximum Measurement Frequency Sample Type Coliform, Fecal MF, M-FC Broth,44.5C - 31616 Quarterly Grab BOD, 5-Day (20 Deg. C) - 00310 Quarterly Grab Solids, Total Suspended - 00530 Quarterly Grab Nitrogen, Ammonia Total (as N) - 00610 Quarterly Grab Nitrogen, Kjeldahl, Total (as N) - 00625 Quarterly Grab pH - 00400 Per Spray Event Grab Nitrogen, Nitrate Total (as N) - 00620 Quarterly Grab Flow, in conduit or thru treatment plant - 50050 I0,000 gpd Continuous Recorder Note: Quarterly monitoring shall be conducted in February, May, August, and November. WQ0014785 Version 3.0 Attachment A Page 1 of 2 THIS PAC BLANK WQ0014785 Version 3.0 Attachment A Page 2 of 2 ATTACHMENT B - APPROVED LAND APPLICATION SITES AND LIMITATIONS Sampson County Board of Education — Midway Middle School Permit Number: WQ0014785 Version: -,.J UTILIZATION AREA INFORMATION APPLICATION LIMITATIONS Field/ Basin Owner County Latitude Longitude Net Acreage Dominant Soil Series Parameter Parameter inches/hr. ) Yearly Max (inches) ruches I Sampson Co BOE-Midway Middle Sampson 35° 10'02" 78031'43" 0.87 Norfolk (NoA) 01284 - Application Surface Irrigation 0.16 39 2 Sampson Co BOE-Midway Middle Sampson 35010'01 " 78031'43" 0.87 Norfolk (NoA) 01284 - Application Surface Irrigation 0.16 39 3 Sampson Co 13017-Midway Middle Sampson 35010'00" 78031-44" 0.87 Norfolk (NoA) 01284 - Application Surface Irrigation 0.16 39 4 Sampson Co BOE-Midway Middle Sampson 35°09'60" 78031'45" 0.87 Norfolk (NoA) 01284 - Application Surface Irrigation 0.16 39 5 Sampson Co BOE-Midway Middle Sampson 35°10'02" 78*31'46" 0.87 Norfolk (NoA) 01284 - Application Surface Irrigation 0.16 39 6 7 8 Sampson Co BOE-Midway Middle Sampson Co BOE-Midway Middle Sampson Co BOE-Midway Middle Sampson Sampson Sampson 35010'02" 35010'03" 35010'05" 78031'45" 7803145" 7803118" 0.87 0.87 0.87 Norfolk (NoA) Norfolk (NoA) Norfolk (NoA) 01284 - Application Surface Irrigation 01284 - Application Surface Irrigation 01284 - Application Surface Irrigation 0.16 1 0.16 0.16 39 39 39 Total 6.96 WQ0014785 Version 3.0 Attachment B Page 1 of 2 THIS PAL _ BLANK WQ0014785 Version 3.0 Attachment B Page 2 of 2 ATTACHMENT C — GROUNDWATER MONITORING AND LIMITATIONS Monitoring wells: MW-1 and MW-2 Permit Number: WQ0014785 Version. --, GROUNDWATER CHARACTERISTICS GROUNDWATER STANDARDS MONITORING REQUIREMENTS Parameter Description - Parameter Code Daily Maximum Frequency Measurement Sample Type Footnotes Water level, distance from measuring point - 82546 Annually Calculated a, b pH - 00400 6.5 - 8.5 su Annually Grab a Coliform, Fecal MF, M-FC Broth,44.5C - 31616 Annually Grab Solids, Total Dissolved- 180 Deg.0 - 70300 500 mg/1 Annually Grab Carbon, Tot Organic (TOC) - 00680 Annually Grab e Chloride (as Cl) - 00940 250 mg/l Annually Grab Nitrogen, Ammonia Total (as N) - 00610 Annually Grab Nitrogen, Nitrate Total (as N) - 00620 t0 mg/l Annually Grab Volatile Compounds, (GC/MS) - 78732 Annually Grab c, d a. The measurement of water levels shall be made prior to purging the wells. The depth to water in each well shall be measured from the surveyed point on the top of the casing. The measurement of pH shall be made alter purging and prior to sampling for the remaining parameters. b. The measuring points (top of well casing) of all monitoring wells shall be surveyed to provide the relative elevation of the measuring point for each monitoring well. The measuring points (top of casing) of all monitoring wells shall be surveyed relative to a common datum. c. Volatile Organic Compounds (VOC) - Analyze by one of the following methods: 1. Standard Method 62301), PQL at 0.5 µg/L or less 2. Standard Method 6210D, PQL at 0.5 µg/L or less 3. EPA Method 802I, Low Concentration, PQL at 0.5 µg/L or less 4. .EPA Method 8260, Low Concentration, PQL at 0.5 µg/L or less 5. Another method with prior approval by the Aquifer Protection Section Chief Any method used must meet the following qualifications: a. A laboratory must be DWQ certified to run any method used. b. The method used must, at a minimum, include all the constituents listed in Table VIII of Standard Method 6230D. c. The method used must provide a PQL of 0.5 µg/L or less that must be supported by laboratory proficiency studies as required by the DWQ Laboratory Certification Unit. Any constituents detected above the MDL but below the PQL of 0.5 µg/L must be qualified (estimated) and reported. d. if any volatile organic compounds (VOC) are detected as a result of monitoring as provided in Attachment C, then the Fayetteville Regional Office Aquifer Protection Supervisor, telephone number (910) 433-3300, must be contacted immediately for further instructions regarding any additional follow-up analyses required_ c. If TOC concentrations greater than 10 mg/l are detected in any downgradient monitoring well, additional sampling and analysis must be conducted to identify the individual constituents comprising this TOC concentration. If the TOC concentration as measured in the background monitor well exceeds 10 nag/l, this concentration will be taken to represent the naturally occurring TOC concentration. Any exceedances of this naturally occurring TOC concentration in the downgradient wells shall be subject to the additional sampling and analysis as described above. f. Monitoring wells shall be reported consistent with the nomenclature and location information provided in Figure 1 and this attachment. WQ0014785 Version 3.0 Attachment C Page 1 of 1 '1 ♦ • ♦ S ' r — ... W Dp0 'k I l ari Snespsun Cu, )guard of Educatlun Midway Middle Nil suut WQ aa14785 �, o sa t a aaa SCALE • ;7oiT,t 1 >,,,, Figure 1. 4 1, .' , AQUIFER PROTECTION SECTION APPLICATION REVIEW REQUEST F IORMOCT 2 2 2007 Date:, October 16, 2007 :0. rTTEti LLB ntG Oi�,LCF;OE To: ❑ Landon Davidson, ARO-APS ❑ David May, WaRO-APS ® Art Barnhardt, FRO-APS ❑ Charlie Stehman, WiRO-APS ❑ Andrew Pitner, MRO-APS ❑ Sherri Knight, WSRO-APS ❑ Jay Zimmerman, RRO-APS , From: Chonticha McDaniel , Land Application Unit Telephone: (919) 715-6188 Fax. (919) 715-0588 E-Mail. chonticha.mcdaniel@ncmail.net A. Permit Number: W00014785 B. Owner: Sampson County Board Of Education \ C. Facility/Operation: Sampson Co Boe-Midway Middle ❑ Proposed ® Existing Z Facility ❑ Operation - D. Application: 1. Permit Type: ❑ Animal ® Surface Irrigation ❑ 'Reuse ❑ H-R Infiltration ❑' Recycle ❑ I/E Lagoon ❑ GW Remediation (ND) ❑ UIC - (5QW) closed loop water only geothermal For Residuals: ❑ Land App... ❑ D&M ❑ Surface Disposal [1 503 ❑ 503 Exempt ❑ Animal 2. Project Type: ❑ New ❑ Major Mod. ❑ Minor Mod. ® Renewal ❑ Renewal w/ Mod. E. Comments/Other Information: ❑ I would like to accompany you on a site visit. Attached, you will find all information submitted in support of the above -referenced application for your review, comment, and/or action: Within 30 calendar'days, please take the following actions: ® Return a Completed Form APSARR. ❑ Attach Well Construction Data Sheet. ❑ Attach Attachment B for Certification by the LAPCU. ❑ Issue an Attachment B Certification from the RO*. * Remember that you will 'be responsible for coordinating site - visits, reviews, as well as additional information requests.with other RO-APS representatives in order to prepare a complete Attachment B for certification. Refer to the RPP SOP for additional detail. When you receive this of this sheet, and retu listed above. RO-APS Reviewer: pest form, please write your name and dates in the spaces below, make a copy it.to he appropriate Central Office -Aquifer Protection Section contact person Date: �2�4 /0—) FORM: APSARR 02/06 Page 1 of 1 AQUIFER PROTECTION SECTION REGIONAL STAFF REPORT Date: 12/03/07 County: Sampson To: Aquifer Protection Section Central Office Permittee: Sampson County Board of Ed. Central Office Reviewer: C. McDanielProjecf Name: Midway Mid. School Drip Irrigation Regional Login No: ?? Application No.: WQ0014785 L GENERAL INFORMATION l . This application is (check an that apply): ❑ New ® Renewal ❑ Minor Modification ❑ Major Modification ® Surface Irrigation ❑ Reuse ❑ Recycle ❑ High Rate Infiltration ❑ Evaporation/Infiltration Lagoon ❑ Land Application of Residuals ❑ Attachment Bincluded ❑ 503 regulated ❑ 503 exempt ❑ Distribution of Residuals ❑'Surface Disposal ❑ Closed -loop Groundwater Remediation ❑ Other Injection Wells (including in situ remediation) Was a site visit conducted in order to prepare this report? Z Yes or ❑ No. . a. Date of site visit: 11/20/07 b. Person contacted and contact information: Robert Carroll, ORC c. Site visit conducted by:, Jim Barber d. Inspection Report Attached:-[:] Yes or'® No. 2. Is the following information entered into the BIMS record for.this application correct? ® Yes or ❑ No. If no, please complete the following or indicate that it is correct,on the current application, For Treatment Facilities: a. Location: 1115 Robert's Grove Road, Dunn NC 28334 b. Driving Directions: Midway Middle School is located in the northern part of Sampson County. From Fayetteville, take I-95 North to Hwy 13. Travel. east on Hwy 13 toward the community of Spiveys Corner. Upon crossing the South River into Sampson. County travel approx. 6 miles and turn right onto Dunn'Rd. Travel Dunn Rd south to the intersection of Dunn Rd and Robert's Grove Rd, the middle school is on the left. a USGS Quadrangle Map name and number: Mingo, NC (G-24-NE) d. Latitude: 35.166539 N 'Longitude: 78.527222 W (this point is between the lagoon and pump house) e. Regulated Activities / Type of Wastes,(e.g., subdivision, -food processing, municipal wastewater): Drip irrigation system and wastewater infrastructure to -manage wastewater from bathrooms and kitchen at MidwayMiddle School.. For Disposal and Injection Sites: (If multiple sites either indicate which sites the information applies to, copy and paste a new section into the document for each site, or -attach additional pages for each site) a. Location(s): 1115 Robert's Grove Rd'; Dunn NC 28334 b. Driving Directions: same as above c. USGS Quadrangle Map name and -number:.Mingo, NC (G-24-NE) d. Latitude: 35.1672222 N Longitude: 78.529444W(this point is .the approx. center of the drip irrigation field) FORM: APSARRMidwayMiddleSampsonWQ14785Dec2007.doc AQUIFER PROTECTION SECTION .REGIONAL STAFF REPORT I H. NEW AND MAJOR MODIFICATIONAPPLICATIONS (this section not needed for renewals or minor modifications, skin to next section) Description Of Waste(S) And Facilities 1. .Please attach�completed rating sheet. Facility Classification: 2. Are the new treatment facilities adequate for the type of waste and disposal system? ❑ Yes ❑ No ❑ N/A. If no, please explain: 3. Are the new site conditions (soils, topography, depth to water table, etc) consistent with what -was reported by the soil scientist'and/or Professional Engineer? ❑ Yes ❑ No ❑ N/A. If no, please explain: 4. Does the application (maps, plans, etc:) represent the actual site (property lines, wells, surface drainage)? ❑ Yes ❑ No ❑ N/A. If no, please explain: 5. Is the proposed residuals management plan adequate and/or acceptable to the Division: ❑ Yes ❑ No ❑ N/A. If no, please explain: 6. Are the proposed application rates for new sites (hydraulic or nutrient) acceptable? '❑ Yes ❑ No ❑ N/A. If no, please explain:' 7. Are the new treatment facilities or any new disposal sites located in a 100-year floodplain? ` ❑ Yes ❑ No ❑ N/A. If yes, please attach a map showing•areas of 100-year'floodplain and please explain and recommend any mitigative measures/special conditions in Part IV: 8. Are there any buffer conflicts (new treatment facilities or new disposal sites)? ❑ Yes or ❑ No. If yes, please - attach a map showing conflict areas or attach any new maps you have received from the applicant to be incorporated into the permit: 9. Is proposed and/or existing groundwater monitoring program (number of wells, frequency of monitoring, monitoring parameters, etc.) adequate? ❑ Yes ❑ No ❑ N/A. Attach map of existing monitoring well network if applicable. Indicate the review and compliance boundaries. If No, explain and recommend any changes to the groundwater monitoring program: 10. For residuals, will seasonal or other restrictions, be required? ❑ Yes ❑ No ❑ N/A If yes, attach list of sites . with restrictions, (Certification B?) III. RENEWAL AND MODIFICATIONAPPLICATIONS (use previous section for new or maior modification s stems Description Of Waste(S) And Facilities 1. Are there appropriately certified ORCs for the facilities? Z Yes or ❑ No. Operator in.Charge: Robert Carroll Certificate #:SI/26341 Backup- Operator in Charge: Benny Peterson Certificate #:SI/27019. FORM: APSARRMidwayMiddleSampsonWQ14785Dec2007.doc 2 AQUIFER PROTECTION SECTION, REGIONAL STAFF REPORT, 2. Is the design, maintenance' and operation (e.g. adequate aeration, sludge wasting; sludge storage, effluent storage, etc) of the treatment facilities adequate for the type of waste and disposal system? E.Yes or ❑ No. If no, please explain: 3. Are the site .conditions -(sods, topography, depth to water table, etc) maintained' appropriately and adequately assimilating the waste? Z Yes or ❑ No. If no, please explain: 4. Has the site changed in any way that may affect permit (drainage added, new wells inside the compliance boundary, new development, etc.)? If yes, please explain:,NO 5. Is the residuals,management plan for the facility adequate and/or acceptable to the Division? ® Yes or ❑ No, If no, please explain: 6. Are the existing application rates (hydraulic or nutrient) still acceptable? ® Yes or ❑ No, If no, please explain: The facility is permitted for 39" of irri ation/yr under the previous 2H rules. The facility irrigates typically between the months of March thru October on a established bermuda grass. The volume of the lined lagoon allows the operator to limit irrigation during the winter months with below freezing temperatures to minimize frozen drip lines that lead to splitting and cracking of the poly drip line If spray irrigation- is required during the winter months, due to excessive rainfall then a winter crop of rye is drilled so -spray irrigation activities can take place. For this year, the floating total thru Oct. 2007 was 11.77" less than 1/3 of the amount allowed. Due to extremely hot weather this summer and lack of rainfall evaporation rates have been elevated and lagoon storage capacity is excellent. 7.) Is the .existing groundwater monitoring program (number of wells, frequency of monitoring,. monitoring parameters, etc.) adequate? ® Yes .❑ No ❑ N/A. Attach map of existing monitoring well .network if applicable. Indicate the review and compliance boundaries. If No, explain,and recommend any changes to the groundwater monitoring program: 8. Will seasonal or other restrictions. be required for added sites? ❑ Yes Z No ❑ N/A If yes, attach list of sites with restrictions (Certification B?) 9. Are there any buffer conflicts (treatment facilities or disposal sites)? ❑ Yes or ® No. If yes, please attach a Map. showing conflict areas"or attach any new maps you have received from the applicant to be incorporated "into the permit: 10.,.Is the description of the facilities,. type and/or volume of waste(s) as written in the existing permit correct? Z Yes or ❑ No. If'no, please explain: 11. Were monitoring wells properly constructed and .located? ® Yes or ❑ No ❑ N/A.. If no, please explain: 12. Has a review of all self -monitoring data,been conducted (GW, NDMR, and NDAR as applicable)? ® Yes or ❑ No ❑ N/A. Please summarize any findings resulting from this review: 13. Check all that apply: ® No compliance issues; ❑ Notice(s) of violation within the last permit cycle; ❑ Current enforcement action(s) ❑ Currently under SOC; ❑ Currently under JOC; ❑ Currently under FORM: APSARRM.dwayMiddleSampsonWQ14785Dec2007.doc 3 AQUIFER PROTECTION SECTION REGIONAL :STAFF. REPORT moratorium. If any items checked, please explain and attach" any documents that may help clarify answer/comments (such as NOV, NOD etc): 14. Have all compliance dates/conditions in the existing permit, (SOC, JOC, etc.) been complied with? ❑ Yes No ❑ Not Determined .® N/A.: If no, please explain: 15. Are there any issues related to compliance/enforcement that should be resolved before issuing this permit? ❑ Yes or ® No' ❑ N/A, If -yes, please explain: FORM: APSARRMidwayMiddleSampsonWQ14785Dec2007.doc AQUIFER PROTECTION SECTION REGIONAL STAFF. REPORT IV. INJECTION WELL PERMITAPPLICATIONS (Complete these two sections for all systems that useinjection wells, including close&loop groundwater remediation effluent injection wells, inrsitu remediation injection wells, and -heat pump injection wells.) " Description Of Well(S) And Facilities New, Renewal, And Modification 1.. Type of injection system: ❑ Heating/cooling water return flow (5A7) Closed -loop heat pump system (5QM/5QW) ❑ In situ remediation (5I) ❑ Closed -loop groundwater remediation'effluent injection (5L/"Non-Discharge") Fj Other (Specify: 1 2. Does system use same.well.for.water source and injection?. ❑ Yes', ❑ No 3. Are there any potential, pollution sources,that may affect injection? ❑ Yes ❑ No What is/are the pollution source(s)? What i`s the distance of, the infection well(s) from the pollution source(s)?. ft. 4. What is the minimum distance of proposed injection wells from the property boundary? ft. 5.. Quality of drainage at site: ❑ Good ❑-Adequate. ❑ Poor 6. Flooding potential of site: ❑ Low ❑ Moderate ❑ High, 7. For groundwater remediation systems, is the proposed and/or existing groundwater monitoring program (number of wells; frequency of monitoring, monitoring parameters; etc:) adequate? ,❑ Yes ❑ No. Attach reap of existing monitoring well network if applicable. ,If No, explaimand recommend any changes to the, groundwater monitoring "program: 8. Does the map .presented represent the actual site (property lines, wells, surface drainage)? ❑Yes or ❑ No. If no or no map, please.attach a sketch of the -site. "Show property boundaries, buildings, wells,.potential pollution sources, roads, approximate scale, and north arrow. Iniection Well Permit Renewal And'Modification Only: ! 1. For heat pump systems, are there any abnormalities in heat pump or injection well operation (e.g. turbid water, failure to assimilate injected fluid, poor heating/cooling)? ❑ Yes ❑ No. If yes, explain: 2. For.closed=loop heat pump systems, has system lost pressure or required make-up fluid since permit issuance ors last inspection? ❑ Yes ❑ No. Ifyes�explain: 3. For renewal or modification of groundwater remediation permits (of any type), will continued/additional/modified injections have an' adverse impact on migration of the plume or management of the contamination incident? ❑ Yes ❑ No. If, es, explain: 4. Drilling contractor: Name: FORM: APSARRMidwayMiddleSampsonWQ]4785Dec2007.doc 5 AQUIFER PROTECTION SECTION REGIONAL. STAFF REPORT Address: Certification number: 5. Complete and attach Well Construction. Data Sheet. FORM: APSARRMidwayMidd]eSampsonWQ14785Dec2007.doc 6 .AQUIFER PROTECTION SECTION REGIONAL STAFF REPORT, V EVALUATIONAND RECOMMENDATIONS 1. Provide any additional narrative regarding your review of the application.: 2. Attach Well Construction Data Sheet - if needed information is available 3. Do you foresee any problems with issuance/renewal of this permit? ❑ Yes ® No. If yes, please explain briefly. 4. List any items that you would like APS Central Office to obtain through an additional. information request. Make sure that you provide a reason for each item: 5.. List specific Permit conditions that you recommend to be removed from the permit when issued. Make sure that you provide a reason for each condition: Condition Reason 6. List specific special conditions or compliance 'schedules that you recommend to be included in the permit when issued. Make 'sure that you provide a reason for each special condition: Condition. Reason 7. Recommendation: ❑ Hold, pending receipt and review. of additional information by regional office; ❑ Hold, pending review of draft permit by regional office; ❑ Issue upon receipt of needed.additional information; Issue; ❑ Deny. If deny, please state eas s: 8. Signature of report preparer(s): Signature of APS regional supervisor: _� �Q Date: /oL FORM: APSARRMidwayMiddleSampsonWQ14785Dec2007.doc 7 AQUIFER PROTECTION SECTION REGIONAL STAFF REPORT ADDITIONAL REGIONAL STAFF RE VIEWITEMS Application rates and site recommendations are adequate and consistent with State and Federal rules and guidelines. Based on 2007 application reports, the facility is irrigating approx. 1/3 of its capacity (11.77" verses 39" per year). In reviewing the file for permit W00014785, current buffers to homes, wells and property lines appear adequate with no encroachments observed. Based upon past ortho photos and site observations on 20 November 2007, the area surrounding -the drip irrigation field has not changed appreciably and new development is not apparent. No complaint's within the last three years about the operations of the facility. Y FORM: APSARRMidwayMiddleSampsonWQ14785Dec2007.doc 8 77 E Ed Enter any of the seal 'Search' button 1 COUNTY PID: .... ...... ........ _..__............ __....... ........ ........ ....... ...._.._....... I Example: 12034224001 PARCEL OWNER (Last P Example: Smith, James PARCEL ADDRESS: I ... __............... _._................. .__.._.........__._.................. _. Example: 408 College Sh N ....... .............. _.._........--- ................ ._...................... Map Scale: 1 in = 15916 ft�.„. _ 0 5916 ft USGS Mingo (NC) Quadrangle Projection is UTM Zone 17 NAD83 Datum M=— .74 . #R ".sip _;�—K MN geographl,chiformation system ZOOM 7LT , lit�q n i�- El �F4(kdi kE5ULTS"`- LAYERS Soil Map —Sampson County, North Carolina (W(?0014785: Midway Middle School) N. ..Meters — ^ 0 25 50 100 150 Feet 100 200 400 600 _USD Natural Resources Web Soil.Suryey 2.0 10/30/2007 Conservation Service National Cooperative Soil Survey Page 1.of 3 Soil Map —Sampson County, North Carolina (WQ0014785: Midway Middle School) MAP -LEGEND Area of Interest (AOI) IZ Very Stony Spot Area of Interest (AOI) Wet Spot Soils Other Soil Map Units ' Special Line Features Special Point Features Gull y U Blowout Short Steep Slope ® Borrow Pit "T"? Y�� r Other X Clay Spot Political Features t Closed Depression Municipalities Gravel Pit O Cities Gravelly Spot F;_ a " Urban Areas , (® Landfill Water Features Lava Flow Oceans Marsh Streams and Canals x Mine or Quarry Transportation Rails p Miscellaneous Water . Roads p Perennial Water ' rw+ Interstate Highways v Rock Outcrop US Routes ri Saline Spot State Highways Sandy Spot r� .ux c Local Roads Severely Eroded Spot t.; ;N Other Roads d Sinkhole Slide or Slip j2r Sodic Spot Spoil Area Stony Spot USDA Natural Resources Conservation Service Web Soil Survey 210 National Cooperative Soil Survey MAP INFORMATION Original soil survey map sheets were prepared at publication scale. Viewing scale and printing scale, however, may vary from the original. Please rely on the bar scale on each map sheet for proper map measurements. Source of Map: Natural Resources Conservation Service Web Soil Survey URL: http://websoilsurvey.nres.usda.gov Coordinate System: UTM Zone 1.7N This product is generated from the USDA-NRCS certified data as of. the version date(s) listed below. Soil Survey Area: Sampson County, North Carolina Survey Area Data: Version 9, Aug 23, 2007 - Date(s) _aerial images were photographed: 3/11/1998 The orthophoto or other base map on which the soil lines were compiled and digitized probably differs from the background imagery displayed on these maps. As a result, some minor shifting of map unit boundaries may be evident. 10/30/2007 Page 2 of 3 Soil Map —Sampson County; North Carolina Map Unit Legend WQ0014785: Midway Middle 'School Sampson County North Carolina (NC1'63) Map Uni Symbol Map Unit Name:: Acres in AOI Percent of AOI BoB Blanton sand; 0 to 6 percent 2.9 37.4% slopes NoA Norfolk loamy sand, 6 to 2 4.9 62.60/6 percent slopes Totals for Area of Interest (AOI) 7.8 100.0% USDA Natural Resources Web Soil Survey 2.0 10/30/2007 Conservation Service National Cooperative Soil Survey Page 3 of 3 Midway Middle School permit renewal Subject: Midway Middle School permit renewal From: Jim Barber <Jim.Barber@ncmail.net> Date: Fri, 07 Dec 2007 14:11:01 -0500 To: Chonticha McDaniel <chonticha.mcdaniel@ncmail.net> Chonticha; Attached to this email are photos of the Midway Middle School facility. The drip irrigation system and treatment/storage system are well maintained and operated in accordance with the permit and rules. The staff report will be placed in courier this afternoon and you should have it early next week. If'you have any questions, give me'a call or email. Jim Barber 1 of 7 12/7/2007 2:18 PM Midway Middle School permit renewal 2 of 7 ! 12/7/2007 2:18 PM " N .z RIPP 'a 41 � 'v q'% ay, 4 y, � ? y �. .i r. Ai §<•'q a� � .& �'ie <' 41 �a i€ro .at eo"'S• +.t°, s r., v f � A` Wive.�.� x:a3 4 a. wd+ •e zK r' "�"$��e i _� `a+,.e R" `,-',`.'� t'h- "«. L°`x eT� o "amp ,"Y WIT 'FIT - + v„ ,ms..' • t b A t, r .e i s v �S �L3,.x` - �.+. t g all 'Ra � x,+. •g : - ,�, � r � $� e,�� ,. l c ,x 4' ++,s � � pan � �� . o- C of '3^.°'"["" rs .,.`��".'.x �s .� a. .� t � ,,e�• �^"�° $�y�-� �° 3,.�� d t, � "" $"s, b � � �$.s � tx d` �' �t�. � ,. � ; .�� .�,+�h �, � � v •Aar � is ems`; Midway Middle School permit renewal 4of7 12/7/2007 2:18 PM Midway Middle School permit renewal Midway Middle School permit renewal Content -Type: image/jpeg WC-766S.JPG Content -Encoding: base64 Content -Type: image/jpeg MVC-767S.JPG Content -Encoding: 'base64... - Content -Type: image/jpeg MVC-768S.JPG Content -Encoding: base64 Content -Type: image/jpeg MVC-769S.JPG Content -Encoding: base64 i r 6 of 7 MINN 2:18 PM Midway Middle School permit renewal WC-770S.JPG Content -Type: image/jpeg Content -Encoding: base64 Content -Type: image/jpeg MVC-771S.JPG Content -Encoding: base64 7 of 7 12/7/2007 2:18 PM Midway Middle School 1115 Robert's Grove Road Dunn, NC 28334 910-567-5879. Email webmast&Melanie Herring 13 01 �0F W ATF9Q Michael F. Easley, Governor �O G William G. Ross Jr., Secretary 10 7 North Carolina Department of Environment and Natural Resources p Coleen H. Sullins Director Division of Water Quality October 15, 2007 { ITT ,'j ;i is-!! ;i f . CARROLL ROBERT al OCT 2 2 2007 SAMPSON COUNTY BOARD OF EDUCATION ! PO BOX 439 01A rf Y91EVILLE REGIO1�+1L OF; ICE I CLINTON, NC 28329 `----- Subject: Acknowledgement of Application No. WQ0014785 Sampson Co Boe-Midway Middle Surface Irriigation Sampson County Dear MS ROBERT: The Aquifer Protection Section of the Division of Water Quality (the Division) acknowledges receipt of your.permit application and supporting materials on October 11, 2007. This application package has been assigned the number listed above and will be reviewed by Chonticha McDaniel. The reviewer will, perform a detailed review and contatct you with a request for additional information if necessary. To ensure the maximum efficiency in processing permit applications, the Division requests your assistance in providing a timely and.complete res;ponse to any additional information requests. Please be aware that the Division's Regional Office, copied below, must provide recommendations prior to final action by the Division. Please also note at this time, processing permit applications can take as long as 60 - 90 days after receipt of a complete application. To check on the status of your application, you can visit http:Hh2o.enr.state.nc.us/bims/reports/rep,ortsPerniits.html. If you have any questions, please contact Chonticha McDaniel by phone at (919) 715-6188 or by email at Chonticha.McDaniel@ncmail.net. If the reviewer is unavailable, you.may leave a message and they will respond promptly. Also note that the Division has reorganized. To review our new organizational chart, go to http://h2o.enr.state.ne.us/documents/dwq_orachaq.pdf. PLEASE REFER TO THE ABOVE APPLICATION NUMBER WHEN MAKING INQUIRIES ON THIS,PROJECT. Sincerely, For Kim H. Colson, P.E. Supervisor cc: Fayette_vaif egional:.Officei.Aquifer,Protection_S�ction S Central Files - Application No WQ0014785 Aquifer Protection Section 1636 Mail Service Center Internet: www.ncwateiguality.org Location: 2728 Capital Boulevard An Equal Opportunity/Affirmative Action Employer— 50% Recycled110% Post Consumer Paper NorthCarolina Naturally Raleigh, NC 27699-1636 Telephone: (919) 733-3221 Raleigh, NC 27604 Fax 1: (919) 715-0588 Fax 2: • (919) 715-6048 Customer Service: (877) 623-6748 r State of North Carolina =� i Department of Environment -and Natural Resources OCT 2 2 2007 Division of Water Quality INSTRUCTIONS FOR FORM: WWR 09-Q6-`R-W)` M1 1L1_EHEC1014ALOFFIC"-: ! (RENEWAL WITHOUT MODIFICATION. OF WASTEWATER NON -DISCHARGE SYSTEMS) For more information or for an electronic version of this form, visit the. Land Application Unit (LA U) web site at: http: //h2o.enr.state.nc.us/1auhnain.hnnl This form is for renewal without modification for all wastewater ►ton -discharge systems. Wastewater non -discharge systems include: High Rate Infiltration Systems; Infiltration/Evaporation Lagoons; Reclaimed Water Utilization Systems; Wastewater Recycle Systems; Single Family Surface Irrigation Systems; and Surface Irrigation Systems. This application may not be used for renewal of Land Application of Residuals Permits. A. Application Form (All Application Packages): ✓ Submit one (1) original and two (2) copies of the completed and appropriately executed application form. Any changes made to this form will result in the application package being returned. ✓ If the Applicant is a corporation, or company; it must be registered for business with the NC Secretary of State(http://www.secretary.state.nc.us/Corporations/C`Scircli.asr)x), ✓ If the Applicant is a partnership, sole proprietorship, trade name, or a/b/a enclose a copy of the certificate filed with the register of deeds in the county of business. ✓ The application must be signed appropriately in accordance with 15A NCAC 2T .0106(b). An alternate person may be -designated as the signing official, provided.that.a delegation letter is provided from a person who meets the referenced criteria. You may download an example delegation letter from the LAU web site. 'Submit three (3) copies of the most recently issued existing permit. B. Additional Forms (Single Family Residence Surface Irrigation Systems Only): ✓ Submit one (1) original and two (2) copies of a completed and properly executed FORM: SFR O&M. This Form may be downloaded at: http://h2o.enr.state.ric.us/lau/ap�plications.html#Sin Lyle C. Site Map ✓ Submit three (3) copies of an updated site map if required as. part of the original submittal in accordance with 15A-NCAC 2T .0105(d). I. GENERAL INFORMATION: Permittee's name (Owner of the facility): 2. Complete mailing address of Permittee: Email Address: nasl Facility name (name of the subdivision, shopping center, etc.): 4. Complete address of the physical location of the facility (if different from above): City: ��.�.� Y1 State: N L Zip: Ot� 334 5. County where project is located:_ 6. Name and affiliation) of contact person who can answer questions about project: i�,i�ro L Email Address: FORM: WWR 09-06 Page 1 II. PERMIT INFORMATION: 1. Existing permit number V V Q 6J ` T U and the issuance date 2. Existing permit type: ❑ High -Rate Infiltration ❑ Evaporation Lagoons ❑ Reclaimed Water Utilization ❑ Single Family Surface Irrigation esurface Irrigation ❑ Wastewater Recycle 3. Has the treatment and disposal system been constructed? VYes ❑ No 4. If the system has not been constructed, would you like to rescind your permit (i.e. the permitted facilities will not be needed)? ❑ Yes 0/ No 5. Has the wastewater system been connected toa municipal or community sewer system? ❑ Yes 911O Applicant's Certification [signing authority must be in compliance with 15A NCAC 2T .0106(b)]: I, (signing authority name and title) attest that this application for (facility name) has been reviewed by me and is accurate and complete to the best of my knowledge. I understand that any discharge of wastewater from this non -discharge system to surface waters or the land will result in an.immediate enforcement action that may include civil penalties, injunctive relief, and/or criminal prosecution. I will make no claim against the Division of Water Quality should a condition of this permit be violated. I also understand that if all required parts of this application package are not completed and that if all required supporting information and attachments are not included, this application package will be returned to me as incomplete. I further certify that the applicant or any affiliate has not been convicted of an environmental crime, has not abandoned a wastewater facility without proper closure, does not have an outstanding civil penalty where all appeals have been exhausted or abandoned, are compliant with any active compliance schedule, and do not have any overdue annual fees under Rule 2T .0105. Note:' In accordance with NC General Statutes 143-215.6A and 143-215.613, any person who knowingly makes any false statement, representation, or certification in any application package shall be guilty of a Class 2 misdemeanor, which may include a fine not to exceed $10,000 a§_�vell as civil penalties up to $25,000 per violation. Signature:[ _�,l�i� // Date: THE COMPLETED RENEWAL APPLICATION SHALL BE SENT TO THE FOLLOWING ADDRESS: NORTH CAROLINA DEPARTMENT OF ENVIRONMENT AND NATURAL RESOURCES DIVISION OF WATER•QUALITY AQUIFER PROTECTION SECTION By U.S. Postal Service: 1636•MAIL SERVICE CENTER RALEIGH,.NORTH CAROLINA 27699-1636 TELEPHONE NUMBER: (919) 733-3221 FORM: WWR 09-06 By Courier/Special Deliverv: 2728 CAPITAL BOULEVARD RALEIGH, NORTH CAROLINA 27604 FAX NUMBER: (919) 715-60, 0 C-1 CN Page 2 `�' W A TFRQ Michael F. Easley, Governor �CF �- William G. Ross Jr., Secretary North Carolina Department of Environment and Natural Resources Q Coleen H. Sullins, Director Division of Water Quality October 4, 2007 ROBERT CARROLL. SAWSON COUNTY BOARD OF EDUCATION POST OFFICE BOX 439 CLINTON, NC 28329 Subject: Permit Renewal Reminder Surface -Irrigation Midway Middle School Permit Number WQ0014785 Sampson County Dear Mr. Carroll, As of this date, our records indicate that the above -referenced permit, which was issued on July 11, 2003 and expires on June 30, 2008, has not been renewed. It is both a condition of your permit and required by 15A NCAC 2T .0109 to request a renewal of your permit at least 180 calendar days prior to its expiration date. ' Failure to. apply for permit renewal, and operation of your facility without an active permit may result in the assessment of civil penalties in accordance with North Carolina General Statute § 143- 215.6A. Therefore,'it is imperative that you submit a permit renewal -application package for review as soon as possible. Please submit the enclosed Wastewater Renewal without Modification Application (Form WWR 09-06) in triplicate to the following address: Aquifer Protection Section Land Application Unit, 1636 Mail Service Center Raleigh, NC 27699-1636 Please note that if the facility has never been constructed or, if the facility. has been connected to sewer service, the Permittee has the option of rescinding the permit. Thank you in advance for your cooperatiori and timely response. —If you have anyquestions; please contact -Nathaniel -Thornburg -at (919) 715-6160 or at nathaniel.thomburg@ncmail.net. Sincerely, Nathaniel D. Thornburg Environmental Engineer II cc: :-ayF tt i11e Regional -Office � Aquifer=P-rotection-Sectiori - APS Central Files NorthCarolina �lltlfCll��lf Aquifer Protection Section 1636 Mail Service Center Raleigh, NC 27699-1636 Phone (919) 733-3221 Customer Service Internet: www.ncwaterquality.org 2728 Capital Boulevard Raleigh, NC 27604 Fax (919) 715-0.588 1-877-623-6748 . Fax (919)715-6048 An Equal Opportunity/Affirmative Action Employer — 50% Recycled/10% Post Consumer Paper Water Pollution Control System ORC Designation Form WPCSOCC NCAC 15A:08G .0201 General Information: Permittee Owner/Officer Name: Mailing Address: 1n0 16a.! City: C l 66 State: N-1 Zip A9 3019 - Telephone N ber: 0101 41 11_4,,d 3 Signature: Date: 23 4 6 I m m m m m m m m m m m 9 .... m m -11 ..................... m 0 m m m m m■ m`m m m m m m m m m m m m m m a m m G m m m H H m m m Facility -Information-- - Facility: Permit Number: QO ► $5 County: • 50nn ! SUBMIT A SEPARATE FORM FOR EACH TYPE OF SYSTEM! Mark (X) Type of Facility Class (I - 4) Wastewater Plant Physical/Chemical Collection System Class Spray Irrigation N/A Land Application N/A Subsurface N/A eHmvvmammmmmmmmmmeeemmmamvm�vmamavammmmaamavavmtnamvvmmmmvmmmvvmmaamtamHmvm■ Operator in Responsible Charge: n Print Name: u �' . Carl% I I Social Security # : a q+q+--i Certificate Type and Grade: 50UU4 - VA" M Certificate #: AG �{' Work Telephone: 1 m -4 111 Signature: &0 A.. P mac. 3 • c©mmm�vammmmvmvmmv©mmmmmmmmm©mmmmvmmmvvvmmmvoa®vmmmemmmmmmvvmmmmem¢HmvmvmsHa Back -Up Operator in Responsible Charge: Print Name!&Mn l 't' uson Social Security # Certificate Type and Grade: f" - �Crr�a►at�'or� Certificate #: ASDI Work Telephone: q( 1 b) • 41 } 1 Signature:�� Mail or Fax to: WPCSOCC RECEIVED 1618 Mail Service Center Raleigh, N.C. 27699-1618 JAN 2 4 2006 Fax: 919/733-1338 OENR - FAYEITEUILLE REGIONAL OFFlCE 0 VVATFR 'j Mr. Robert Carroll Sampson Co Boe PO Box 439 Clinton NC 28329 111 Michael F. Easley, Governor William G. Ross Jr., Secretary North Carolina Department of Environment and Natural Resources Alan W. Klimek, P.E. Director Division of Water Quality January 13, 2006 SUBJECT: January 12, 2006 Compliance Evaluation Inspection Sampson Co Boe=Midway Middle Permit No: WQ0014785 Sampson County Dear: Mr. Robert Carroll Enclosed please find a copy of the Compliance Evaluation Inspection form from the inspection conducted on January 12, 2006. Jason Bochert, Hydro Tech II of the Fayetteville Regional Office conducted the Compliance Evaluation Inspection. After an extensive tour of the equipment, fields, records and lagoon, the State of North Carolina finds the facility to be in Compliance with permit WQ0014785. Please refer to the enclosed inspection report for additional observations and comments. If you or your staff have any questions, please call meat 910-486-1541 ext#733. Sincerely, Jason Bochert Division Of Water Quality Fayetteville Regional office . cc: Robert Arnold Carroll, ORC Central Files Fayetteville Files NCDENR Division of Water Quality 225 Green Street -Suite 714 Fayetteville, NC 28301-50431 (910)486-1541 Telephone (910)486-0707 Fax Customer Service 1 877 623-7748 Compliance Inspection Report Permit: WQ0014785 Effective: 07/11/03 Expiration: 06/30/08 Owner: Sampson Co Boe SOC: Effective: Expiration: Facility: Sampson Co Boe=Midway Middle County: Sampson PO Box 439 Region: Fayetteville Clinton NC 28329 Contact Person: Robert Carroll Phone: 910-592-6308 Directions to Facility: Primary ORC: Robert Arnold Carroll Secondary ORC(s): On -Site Representative(s): Related Permits: Inspection Date: 01/12/2006 Entry Time: 12:00 PM Primary Inspector: - Jason Bochert Secondary Inspector(s): Reason for Inspection: Routine Permit Inspection Type: Surface Irrigation Facility Status: ■ Compliant Q Not Compliant Question Areas: Treatment Flow Treatment Flow Measurement-Effluent� Measurement -Influent Treatment Treatment Barscreen ■ Treatment Sludge End Use -Irrigation Storage/Treatment Standby Power N Wells (See attachment summary) Certification:26341 Phone:910-592-4111 Exit Time: 02:00' PM Phone: Inspection Type: Compliance Evaluation Miscellaneous Questions Treatment Flow Measurement -Water Use Records Record Keeping Treatment Lagoons ■ Treatment Influent Pump ■ Treatment Flow Station Measurement Coastal Requirements Page: 1 Permit: WQ0014785 Owner - Facility: Sampson Co Boe Inspection Date: 01/12/2006 Inspection Type: Compliance Evaluation Reason for Visit: Routine Inspection Summary: I met with Robert Carroll to inspect the system. Robert is doing a great job out at Midway. However, I did suggest that he start recording the influent flow on the NDMR form. Also I need for him to send me his.back-up ORC information. Page: 2 Permit: WQ0014785 owner - Facility: Sampson Co Boe Inspection Date: 01/12/2006 Inspection Type: Compliance Evaluation Reason for Visit: Routine Type Yes No NA NE Reuse (Quality) n Single Family Spray, LR n Infiltration System n Activated Sludge Spray, HR n Activated Sludge Spray, LR n Activated Sludge Drip, LR - n Recycle/Reuse In Single Family Drip n Lagoon Spray, LR 0 Treatment Yes No NA NE Are Treatment facilities consistent with those outlined in the current,permit? ❑ El n Do all treatment units appear to be operational? (if no, note below.) Cl n 11 Comment: Treatment Influent Pump Station Yes No NA NE Is the pump station free of bypass lines or structures? ■ n 00 Is the general housekeeping acceptable? 0 Cl Cl Are all pumps present? ❑ n ❑ Are all pumps operable? n ❑ ❑ Are floats/controls operable? ❑ n Q Are audio and visual alarms available? n ❑ Are audio and visual alarms operational? ❑ 0 Cl # Are SCADA/Telemetry alarms required? n n ■ n Are SCADA/Telemetry available? ❑ 0 ■ n Are SCADA/Telemetry operational? Q n M ❑ Comment: Treatment Flow Measurement -Influent Yes No NA NE Is flowmeter calibrated annually? M 0 n Is flowmeter operating properly? ■ n 00 Does flowmeter monitor continuously? M Q Cl n Page: 3 Permit: WQ0014785 Owner -Facility: Sampson Cc Boe Inspection Date: 01/12/2006 Inspection Type: Compliance Evaluation Reason for Visit: Routine Does flowmeter record flow? ■ n Cl ❑ Does flowmeter appear to monitor accurately? ■ n n n Comment: Treatment Flow Measurement -Water Use Records Yes No NA NE Is water use metered? ■ n n Cl Are the daily average values properly calculated? ■ n O 11 Comment: Treatment Flow Measurement -Effluent Yes No NA NE Is flowmeter calibrated annually? ■ n n In Is flowmeter operating properly? ■ n In In Does flowmeter monitor continuously? ■ n n n Does flowmeter record flow? ■ n C1 n Does flowmeter appear to monitor accurately? i n no Comment: Standby Power Yes 'No NA NE Is automatically activated standby power available? ■ n ❑ 11 Is generator tested weekly by interrupting primary power source? ■ n n n Is generator operable? ■ n O n Does generator have adequate fuel? ■ n ❑ n Comment: Treatment Barscreen Yes No NA NE Is it free of excessive debris? ■ n. Cl rl Is disposal of screenings in compliance? ■ n ❑ n Are the bars spaced properly? ■ n n n Is the unit in good condition? ■ n ❑ -❑ Comment: Treatment Sludge Storage/Treatment Yes No NA NE Is the aeration operational? O Is the aeration pattern even? ■ n n n If required, are Sanitary "Ts" present in tankage? ■ ❑ Q O Comment: Page: 4 Permit: WQ0014785 Owner - Facility: Sampson Co Boe Inspection Date: 01/12/2006 Inspection Type: Compliance Evaluation Reason for Visit: Routine Record Keeping Yes No NA NE Is a copy of current permit available? N u Cl n Are monitoring reports present: NDMR? E n- n n NDAR? 0 ❑ n n Are flow rates less than of permitted flow? 0 n n n Are flow rates less than of permitted flow? ■ 0, Q Cl Are application rates adhered to? 0 ❑ n n Is GW monitoring being conducted, if required (GW-59s submitted)? z ❑ C1 n Are all samples analyzed for all required parameters? ❑ ❑ n Are there any 2L GW quality violations? n ■ ❑ n Is GW-59A certification form completed for facility? ■ 0 Q ❑ Is effluent sampled for same parameters as GW? m n n n Do effluent concentrations exceed GW standards? n N n n Are annual soil reports available? n n n # Are PAN records required? ❑ ❑ 0 # Did last soil report indicate a need for lime? N n 0 n If so, has it been applied? ■ n Are operational logs present? n n n Are lab sheets available for review? ❑ n n Do lab sheets support data reported on NDMR? n n n Do lab sheets support data reported on GW-59s? Are Operational and Maintenance records present? n n n Were Operational and Maintenance records complete? 0 n n Has permittee been free of public complaints in last 12 months? Q n n Is a copy of the SOC readily available? ❑ ❑ n No t eatment units b assed since last inspection? Q n r yp Comment: all monitoring requirements are being met. End Use -Irrigation Yes No NA NE Are buffers adequate? 0 ❑ n n Is the cover crop type specified in permit? 0 n Page: 5 Permit: WQ0014785 Owner Facility: Sampson Co Boe Inspection Date: 01/12/2006 Inspection Type: Compliance Evaluation Is the crop cover acceptable? Is the site condition adequate? Is the site free of runoff / ponding? Is the acreage specified in the permit being utilized? Is the application equipment present? Is the application equipment operational? Is the disposal field free of limiting slopes? Is access restricted and/or signs posted during active site use? Are any supply wells within the CB? Are any supply wells within 250' of the CB? How close is the closest water supply well? Is municipal water available in the area? # Info only: Does the permit call for monitoring wells? Are GW monitoring wells located properly w/ respect to RB and CB? Are GW monitoring wells properly constructed, including screened interval? Are monitoring wells damaged? Comment: All the wells are properly maintained. Coastal Requirements Are essential treatment units provided in duplicate? Is an adequately sized aerated equalization basin present? If so, is it operable? If present, are diffusers cleaned regularly? Is the equalization capacity adequate? Comment: Reason for Visit: Routine Page: 6 FAx TRANSMISSION DENR FAYETTEVILLE REGIONAL OFFICE FAYETTEVILLE, NORTH CAROLINA 28301-5043 VOICE: 910-486-1541 Fax: 910-486-0707 To: �e/`' T C?�G� Fax #: From• �� (� �� Subject: COMMENTS: —� Date: Pages. (including cover): �OF 1N A 7'§ Michael F. Easley, Governor CWilliam G. Ross Jr., Secretary 7 r North Carolina Department of Environment and Natural Resources p Alan W. Klimek, P.H., Director Division of water Quality July 11, 2003 RoBER't CARROLL, ORC SAMPSON COUNTY BOARD OF EwcATIoN MIDWAY MIDDLE SCHOOL 1115 ROBERTS GROVE DuNN, NC 28334 Subject: Permit No. WQ0014785 Sampson County Board of Education Surface Irrigation Sampson County Dear Mr. Carroll: In accordance with your permit renewal request received November 14, 2002, and subsequent additional information received May 14, 2003, we are forwarding herewith Permit No. WQ0014785, dated July 11,2003, to Sampson County Board of Education for the continued operation of the subject wastewater treatment and surface irrigation facilities. This permit shall be effective from the date of issuance until June 30, 2008, shall void Permit No. WQ0014785 issued April 16, 1998, and shall be subject to the conditions and limitations as specified therein. Please pay particular attention to the monitoring requirements in this permit. Failure to establish an adequate system for collecting and maintaining the required operational information will result in future compliance problems. If any parts, requirements, or limitations contained in this permit are unacceptable, you have the right to request an adjudicatory hearing upon written request within thirty (30) days following receipt of this permit. 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, NC 27699- 6714. Unless such demands are made this permit shall be final and binding. If you need additional information concerning this matter, please contact Toni Wyche at (919) 733-5083 extension 546. Sinc y, ,/,Alan W. KIimek, P.E. cc: Sampson County Health Department Fayetteville Regional Office, Water Quality Section Fayetteville Regional Office, Groundwater Section Groundwater Section, Central Office Water Quality Central Files NDPU Files- �, Non -Discharge Permitting Unit Internet http:11h2o.enr.state.ne.us/ndpu 1617 Mail Service Center, Raleigh, NC 27699-1617 Telephone (919) 733-5083 Fax (919) 715-6048 DENR Customer Service Center Telephone 1 800 623-7748 An Equal Opportunity Action Employer 50% recycledl10% post -consumer paper NORTH CAROLINA ENVIRONMENTAL MANAGEMENT COMMISSION DEPARTMENT OF ENVIRONMENT AND NATURAL RESOURCES RALEIGH SURFACE IRRIGATION SYSTEM PERMIT In accordance with the provisions of Article 21 of Chapter 143, General Statutes of North Carolina as amended, and other applicable Laws, Rules, and Regulations PERMISSION IS HEREBY GRANTED TO Sampson County Board of Education Sampson County FOR THE continued operation of a 10,000 gallon per day (GPD) drip irrigation treatment and disposal facility consisting of approximately 470 linear feet of eight -inch gravity sewer, a 90 gallon per minute (GPM) pump station with dual pumps, high water alarms, telemetry system, and approximately 1480 linear feet of four -inch force main, a manually cleaned bar screen, a 1.2 million gallon waste stabilization and storage lagoon, dual 100 GPM irrigation pumps, disc filters, flow meter, ultraviolet disinfection, and a 151,530 square foot (fe) drip irrigation area divided into eight (8) zones to serve Midway Middle School with no discharge of wastes to the surface waters, pursuant to the application received November 14, 2003, and in conformity with the project plan, specifications, and other supporting data subsequently filed and approved by the Department of Environment and Natural Resources and considered a part of this permit.. This permit shall be effective from the date of issuance until June 30, 2008, shall void Permit No. WQ0014785 issued April 16, 1998, and shall be subject to the following specified conditions and limitations: I. PERFORMANCE STANDARDS The surface irrigation facilities shall be effectively maintained and operated at all times so that there is no discharge to the surface waters, nor any contamination of ground waters which will render them unsatisfactory for normal use. In the event that the facilities fail to perform satisfactorily, including the creation of nuisance conditions or failure of the irrigation area to adequately assimilate the wastewater, the Pemaittee shall take immediate corrective actions including those actions that may be required by the Division of Water Quality (Division), such as the construction of additional or replacement wastewater treatment and disposal facilities. 2. The issuance of this permit shall not relieve the Permittee of the responsibility for damages to surface or groundwaters resulting from the operation of this facility. 3. The residuals generated from these treatment facilities must be disposed in accordance with General Statute 143-215.1 and in a :manner approved by the Division. 4. Diversion or bypassing of the untreated wastewater from the treatment facilities is prohibited. 5. The following buffers shall be maintained: a) 100 feet between wetted area and any residence or places of public assembly under separate ownership, b) 50 feet between wetted area and property lines, b) 100 feet between wetted area and wells, c) 50 feet between wetted area and drainageways or surface water bodies, c) 50 feet between wetted area and public right of ways, d) 100 feet between treatmentdstorage units and any wells, and e) 50 feet between treatment units and property lines. II. OPERATION AND MAINTENANCE RE UIREMENTS 1. The facilities shall be properly maintained and operated at all times. 2. Upon classification of the wastewater treatment and irrigation facilities by the Water Pollution Control System Operators Certification Commission (WPCSOCC), the Permittee shall designate and employ a certified operator to be in responsible charge (ORC) and one or more certified operator(s) to be back-up ORC(s) of the facilities in accordance with 15A NCAC 8G .0201. The ORC shall visit the facilities in accordance with 15A NCAC 8G .0204 or as specified in this permit and shall comply with all other conditions specified in these rules. 3. A suitable year round vegetative cover shall be maintained. 4. Irrigation shall not be performed during inclement weather or when the ground is in a condition that will cause runoff. 5. Adequate measures shall be taken to prevent wastewater runoff from the irrigation field. 6. The facilities shall be effectively maintained and operated as a non -discharge system to prevent the discharge of 'any wastewater resulting from the operation of this facility. 7. The application rate shall not exceed a cumulative loading of 39.0 inches over any twelve (12) month period at an instantaneous application rate not to exceed 0.16 inches per hour_ 8. No type of wastewater other than that from Midway Middle School shall be irrigated onto the irrigation area. 9. No traffic or equipment shall be allowed on the disposal area except while installation occurs or while normal maintenance is being performed. 10. Public access to the land application sites shall be controlled during active site use. Such controls may include the posting of signs showing the activities being conducted at each site. It. Freeboard in the waste stabilization and storage lagoons shall not be less than two feet at any time. 12. If not already installed, a waste -level gauge, to monitor waste levels in the storage pond, shall be installed within 60 days of issuance of this permit. This gauge shall have readily visible permanent markings indicating the maximum liquid level at the top of the temporary liquid storage volume, minimum liquid level at the bottom of the temporary liquid storage volume, and top of the daze. elevations. Caution must be taken not to damage the integrity of the liner when installing the gauge. 13. A protective vegetative cover shall be established and maintained on all earthen basin embankments (outside toe of embankment to maximum pumping elevation), berms, pipe runs, erosion control areas, and surface water diversions. Trees, shrubs, and other woody vegetation shall not be allowed to grow on the earthen basin dikes or embankments. Earthen basin embankment areas shall be kept mowed or otherwise controlled and accessible. 2 III. MONITORING AND REPORTING REQUIREMENTS 1. Any monitoring (including groundwater, surface water, soil or plant tissue analyses) deemed necessary by the Division to insure surface and ground water protection will be established and an acceptable sampling reporting schedule shall be followed. 2. Influent flow shall be continuously monitored and daily average flow values shall be reported on Form NDMR. Flow may be estimated from water use records provided water use is metered. Daily average values shall be calculated by dividing monthly flow volume by the number of days in the month. The Permittee shall install an appropriate flow measurement device consistent with approved engineering and scientific practices to ensure the accuracy and reliability of influent flow measurement. Flow measurement devices selected shall be capable of measuring flows with a maximum deviation of less than 10 percent from true flow, accurately calibrated at a minimum of once per year, and maintained to ensure that the accuracy of the measurements is consistent with the accepted capability of that type of device. Records of flow measurement device calibration shall be kept on file by the Permittee for a period of at least three years. At a minimum, data to be included in this documentation shall be: a. Date of flow measurement device calibration b. Name of person performing calibration c. Percent from true flow Plans and specifications for the flow measuring device shall be prepared by a licensed Professional Engineer and submitted to the appropriate regional office 30 days prior to installation. The flow measuring device shall be installed within 1 year of the date of this permit. 3. The effluent from the subject facilities shall be monitored by the Permittee at a point prior to irrigation every February, May, August, and November for the following parameters: BOD5 TSS Fecal Coliform pH NH3 as N TKN NO2-NO3 Total Phosphorous PAN by Calculation (lbs/acre) 4. Adequate records shall be maintained by the Permittee tracking the amount of wastewater disposed. These records shall include, but are not necessarily limited to, the following information: a. date of irrigation, b. volume of wastewater irrigated, c. field irrigated, d. length of time field is irrigated, e. continuous weekly, monthly, and year-to-date hydraulic (inches/acre) loadings for each field, f weather conditions, g, maintenance of cover crops, and h. groundwater levels monthly during November, December, January, February, March, and April. 5. Freeboard in the waste stabilization and storage lagoons shall be recorded weekly. 6. Three (3) copies of all monitoring data (as specified in condition III 2 and Ili 3) on Form NDMR-1 and three (3) copies of all operation and disposal records (as specified in condition 1114, and 1115) on Form NDAR-1 shall be submitted monthly on or before the last day of the following month. All information shall be submitted to the following address: NC Division of Water Quality Water Quality Section Non -Discharge Compliance/Enforcement Unit 1617 Mail Service Center Raleigh, North Carolina 27699-1617 7. A representative annual soils analysis (Standard Soil Fertility Analysis) shall be conducted on each irrigation field and the results maintained on file by the Permittee for a minimum of five years. The Standard Soil Fertility Analysis shall include, but is not necessarily limited to, the following parameters: Acidity Calcium Copper Magnesium Cation Exchange Capacity 8. Noncompliance Notification: Manganese Percent Humic Matter Potassium Sodium pH Zinc Exchangeable Sodium Percentage Phosphorus Base Saturation (by calculation) The Permittee shall report by telephone to the Fayetteville Regional Office, telephone number (910) 486-1541, as soon as possible, but in no case more than 24 hours or on the next working day following the occurrence or first knowledge of the occurrence of any of the following: a. Any occurrence at the wastewater treatment facility which results in the treatment of significant amounts of wastes which are abnormal in quantity or characteristic, such as the dumping of the contents of a sludge digester; the known passage of a slug of hazardous substance through the facility; or any other unusual circumstances. b. Any process unit failure, due to known or unknown reasons, that render the facility incapable of adequate wastewater treatment such as mechanical or electrical failures of pumps, aerators, compressors, etc. c. Any failure of a pumping station, sewer line, or treatment facility resulting in a by-pass directly to receiving waters without treatment of all or any portion of the influent to such station or facility. d. Any time that self -monitoring information indicates that the facility has gone out of compliance with its permit limitations. Occurrences outside normal business hours may also be reported to the Division's Emergency Response personnel at telephone number (800) 662-7956, (800) 858-0368, or (919) 733-3300. Persons reporting such occurrences by telephone shall also file a written report in letter form within five (5) days following first knowledge of the occurrence. This report must outline the actions taken or proposed to be taken to ensure that the problem does not recur. 1V. GROUNDWATER REQUIREMENTS Monitor wells MW-1 and NM-2 shall be sampled every October for the parameters listed below. Prior to sampling the parameters, the measurement of water levels must be taken_ The depth to water in each well shall be measured from the surveyed point on the top of the casing. The measuring points (top of well casing) of all monitoring wells shall be surveyed relative to a common datum. Water Level pH Chlorides Total Dissolved Solids (TDS) Fecal Coliforms Total Organic Carbon (TOC) Nitrate Total Ammonia Nitrogen (NH3-N) Total Phosphorus 2. For Total Organic Carbon (TOC), if concentrations greater than 10 mg/l are detected in any down - gradient monitoring well, additional sampling and analysis must be conducted to identify the individual constituents comprising this TOC concentration. If the TOC concentration as measured in the background monitor well exceeds 10 mg/l, this concentration will be taken to represent the naturally occurring TOC concentration. Any exceedances of this naturally occurring TOC concentration in the down -gradient wells shall be subject to the additional sampling and analysis described above. 3. Any laboratory selected to analyze parameters must be Division of Water Quality (DWQ) certified for those parameters required. 4. All reports and documentation (GW-59) shall be mailed to the following address: Groundwater Section Permits and Compliance Unit 1636 Mail Service Center Raleigh, NC 27699-1636 Updated blank forms (GW-1, GW-30, GW-59) may be downloaded from the Groundwater Section's website at htt :// w.ehnr.state.nc.us/ or requested from the address mentioned above. The results of the sampling and analysis must be received on Form GW-59 (Groundwater Quality Monitoring: Compliance Report From) by the Groundwater Section (address mentioned above), on or before the last working day of the month following the sampling month. The data of all groundwater sampling analyses required by the permit conditions must be reported using the most recent GW-59 form along with attached copies of the laboratory analyses. 6. Waste application activities should not occur when the vertical separation between depth of application and the water table is at less than one (1) foot. Verification of the water table elevation can be confirmed by water level readings obtained from the monitor well(s) near the site or auger boring(s), which should be done within 24 hours, prior to application of wastewater. Any open borings must be properly filled with native soil prior to application to decrease the chance of any waste contaminating the groundwater. 7. The lagoon shall have either a liner of natural material at least one (1) foot in thickness and having a hydraulic conductivity of no greater than 1 x 10"6 centimeters per second when compacted, or a synthetic liner of sufficient thickness to exhibit structural integrity and an effective hydraulic conductivity no greater than that of the natural material liner, according to 15A NCAC 2H .0219(f). 8. The COMPLIANCE BOUNDARY for the disposal system is specified by regulations in 15A NCAC 2L, Groundwater Classifications and Standards. The Compliance Boundary is for the disposal system individually permitted on or after December 30, 1983 is established at either (1) 250 feet from the waste disposal area, or (2) 50 feet within the property boundary, whichever is closest to the waste disposal area. An exceedance of Groundwater Quality Standards at or beyond the Compliance Boundary is subject to remediation action according to 15A NCAC 2L .0106(d)(2). 9. The REVIEW BOUNDARY is established around the disposal systems midway between the Compliance Boundary and the perimeter of the waste disposal area. Any exceedance of standards at the Review Boundary shall require action in accordance with 15A NCAC 2L .0106(d)(1). 10. Any additional groundwater quality monitoring, as deemed necessary by the Division, shall be provided, V. INSPECTIONS L Adequate inspection, maintenance, and cleaning shall be provided by the Permittee to insure proper operation of the subject facilities. 2. The Permittee or his designee shall inspect the wastewater treatment and disposal facilities to prevent malfunctions and deterioration, operator errors and discharges which may cause or lead to the release of wastes to the environment, a threat to human health, or a nuisance. The Permittee shall keep an inspection log or summary including at least the date and time of inspection, observations made, and any maintenance, repairs, or corrective actions taken by the Permittee. This log of inspections shall be maintained by the Permittee for a period of three years from the date of the inspection and shall be made available upon request to the Division or other permitting authority. 3. Any duly authorized officer, employee, or representative of the Division may, upon presentation of credentials, enter and inspect any property, premises or place on or related to the disposal site or facility at any reasonable time for the purpose of determining compliance with this permit; may inspect or copy any records that must be maintained under the terms and conditions of this permit, and may obtain samples of groundwater, surface water, or leachate. VI. GENERAL CONDITIONS 1. This permit shall become voidable unless the facilities are constructed in accordance with the conditions of this permit, the approved plans and specifications, and other supporting data. 2. This permit is effective only with respect to the nature and volume of wastes described in the application and other supporting data. 3_ This permit is not transferable. In the event there is a desire for the facilities to change ownership, or there is a name change of the Permittee, a formal permit request must be submitted to the Division accompanied by an application fee, documentation from the parties involved, and other supporting materials as may be appropriate. The approval of this request will be considered on its merits and may or may not be approved. 4. Failure to abide by the conditions and limitations contained in this permit may subject the Permittee to an enforcement action by the Division in accordance with North Carolina General Statute 143- 215.6A to 143-215.6C. The issuance of this permit does not exempt the Permittee from complying with any and all statutes, rules., regulations, or ordinances which may be imposed by other government agencies (local, state, and federal) which have jurisdiction, including but not limited to applicable river buffer rules in 15A NCAC 2B .0200, erosion and sedimentation control requirements in 15A NCAC Chapter 4 and under the Division's General Permit NCG010000, and any requirements pertaining to wetlands under 15A NCAC 2B .0200 and 2H .0500. 6. A set of approved plans and specifications for the subject project must be retained by the Permittee for the life of the project. 7. The annual administering and compliance fee must be paid by the Permittee within thirty (30) days after being billed by the Division. Failure to pay the fee accordingly may cause the Division to initiate action to revoke this permit as specified by 15A NCAC 211.0205 (c)(4). 8. The Permittee, at Ieast six (6) months prior to the expiration of this permit, shall request its extension. Upon receipt of the request, the Commission will review the adequacy of the facilities described therein, and if warranted, will extend the permit for such period of time and under such conditions and limitations as it may deem appropriate. Permit issued this the I I"' day of July, 2003 NORTH OLINA NVIRONMENTAL MANAGEMENT COMMISSION Alan W. Klimek, P.E., Director Division of Water Quality By Authority of the Environmental Management Commission Permit Number WQ0014785 7 NON -DISCHARGE REGIONAL WATER QUALITY STAFF REPORT AND RECOMMENDATIONS Date: 11/25/02 County: Sampson To: Non -Discharge Permitting Unit Permitee: Midway Middle Sampson Co School NDPU Reviewer: Michelle Barnett Application No.: W00014785 Regional Login No: GENERAL INFORMATION 1. This application is (check all that apply): ❑ New ® Renewal ❑ Minor Modification ❑ Major Modification ® Surface Irrigation ❑ Reuse ❑ Recycle ❑ High Rate Infiltration ❑ Evaporation/Infiltration Lagoon ❑ Land Application of Residuals ❑ Attachment B included as appropriate ❑ 503 regulated ❑ 503 exempt ❑ Distribution of Residuals ❑ Surface Disposal 2. Was a site visit conducted in order to prepare this report? ® Yes or ❑ No. a. Date of site visit: 11/19/02 b. Person contacted and contact information: Robert Carroll,ORC c. Site visit conducted by: Grady Dobson,FRO d. Inspection Report Attached: ❑ Yes or H No. 3. Is the following information entered into the RIMS record for this application correct? ® Yes or ❑ No. If no, please complete the following or indicate that it is correct on the current application. For Treatment Facilities: a. Location: Sampson County b. Driving Directions: The site is located in the northeast corner of Sampson between the intersections of SR 1473 & SR 1477. c. USGS Quadrangle Map name and number: Mingo, Nc G 24 NE d. Latitude: 35 10' 00" Longitude: 78 31' 38" e. Regulated Activities / Type of Wastes (e.g., subdivision, food processing, municipal wastewater): Domestic wastewater from a Public County School For Disposal Sites: (If multiple. sites either indicate which sites the information applies to, copy and paste a new section into the document for each site, or attach additional pages for each site) a. Location(s): b. Driving Directions: c: USGS Quadrangle Map name and number: d. Latitude: Longitude: FORM: NDSRR 03/02 1 NON -DISCHARGE REGIONAL WATER QUALITY STAFF REPORT AND RECOMMENDATIONS NEWAND MAJOR MODIFICATIONAPPLICATIINS this section not needed or renew ' als or minor modifications skin to next section) DESCRIPTION OF WASTES) AND FACILITIES 1. Please attach completed rating sheet. Facility Classification: Spray Irrigation ( See attached rating sheet 2. Are the new treatment facilities adequate for the type of waste and disposal system? ❑ Yes ❑ No ® N/A. If no, please explain: 3. Are the new site conditions (soils, topography, etc) consistent with what was reported by the soil scientist and/or Professional Engineer? ❑ Yes ❑ No N N/A. If no, please explain: 4. Is the proposed residuals management plan for the adequate and/or acceptable to the Division. ❑ Yes ❑ No ® N/A. If no, please explain: 5. Are the proposed application rates for new sites (hydraulic or nutrient) acceptable? ❑ Yes ❑ No N N/A. If no, please explain: 6. Are the new treatment facilities or any new disposal sites located in a 100-year floodplain? ❑ Yes ❑ No ® N/A. If yes, please attach a map showing areas of 100-year floodplain and please explain and recommend any mitigative measures/special conditions in Part IV: 7. Are there any buffer conflicts (new treatment facilities or new disposal sites)? ❑ Yes or ® No. If yes, please attach a map showing conflict areas or attach any new maps you have received from the applicant to be incorporated into the permit: FORM: NDSRR 03/02 2 NON -DISCHARGE REGIONAL WATER QUALITY STAFF REPORT AND RECOMMENDATIONS RENEWAL AND MODIFICATIONAPPLICATIONS (use previous section for new or maior modification systems) DESCRIPTION OF WASTE(S) AND FACILITIES 1. Are there an appropriately certified ORCs for the facilities? ® Yes or ❑ No. Operator in Charge: Robert Carroll Certificate #: Back- Operator in Charge: Certificate #: 2. Is the design, maintenance and operation (e.g. adequate aeration, sludge wasting, sludge storage, effluent storage, etc) of the treatment facilities adequate for the type of waste and disposal. system? ® Yes or ❑ No. If no, please explain: 3. Are the site conditions (soils,. topography, etc) maintained appropriately and adequately assimilating the waste? ® Yes or ❑ No. If no, please explain: 4. Is the residuals management plan for the facility adequate and/or acceptable to the Division? ® Yes or ❑ No. If no, please explain: 5.. Are the existing application rates (hydraulic or nutrient) still acceptable? ® Yes or ❑ No. If no, please explain: 6. Are there any buffer conflicts (treatment facilities or disposal sites)? ❑ Yes or ® No. If yes, please attach a map showing conflict areas or attach any new maps you have received from the applicant to be incorporated into the permit: 7. Is the type and/or volume of waste(s) as written in the existing permit correct? ® Yes or ❑ No. If no, please explain: _ 8. Is the description of the facilities as written in the existing permit correct? ® Yes or ❑ No. If no, please explain: 9. Has a review of all self monitoring data been conducted? N Yes or ❑ No. Please summarize any findings resulting from this review: 10. Check all that apply: ® No compliance issues; ❑ Notice(s) of violation within the last permit cycle; ❑ Current enforcement action(s) ❑ Currently under. SOC; ❑ Currently under JOC; ❑ Currently under moratorium. If any items checked, please explain and attach any documents that may help clarify answer/comments (such as NOV. NOD etc): 11. Have all compliance dates/conditions in the existing permit, SOC, JOC, etc. been complied with? ® Yes or ❑ No. If no, please explain: No compliance issues 12. Are there any issues related to compliance/enforcement that should be resolved before issuing this permit? ❑ Yes or ® No. If yes, please explain: FORM: NDSRR 03/02 3 NON -DISCHARGE REGIONAL WATER QUALITY STAFF REPORT AND RECOMMENDATIONS E VAL UA TION AND RECOMMENDATIONS 1. Provide any additional narrative regarding your review of the application.: The Midway Middle School is a 100% Renewal Permit. There are no compliance problems with this facility. Except for the below condition modifications, the most current Spray irrigation Shell should be used. 2. List any items that you would like NDPU to obtain through an additional information request. Make sure that you provide a reason for each item: . Item Reason 3. List specific Permit conditions that you recommend to be removed from the permit when issued. Make sure that you provide a reason for each condition: Condition Reason II Operation And Maintenance Requirements(3) The specified cover crops of Fescue & Pensacola Bahiagrass will not grow properly on the soils on the receiver site. Hull Bermuda is already well established & a winter rye grass winter overseed will be more appropriate. Should read as follows:: A suitable year round The subject parameters are consistant with vegetative cover shall be maintained". the new irrigation shell, The quarterly specific sampling months will will not then allow BIMS to select a month in the quarter & show noncompliance if the same month is not selected. PAN is a concentration, and requiring that it be reported in lbs /acre gives a more accurate indication of the actual nitrogen loading. III Monitoring and Reporting Requirements ( 3) Should read as follows: " The effluent from the subject facilities shall be monitored by the Permittee at a point prior to irrigation every FORM: NDSRR 03/02 4 NON -DISCHARGE REGIONAL WATER QUALITY STAFF REPORT AND RECOMMENDATIONS February,May ,August,andNovember for the Following parameters: BOD5 TSS Fecal coliform pH NH3 asN NO2-NO3 TKN Total Phosphorous PAN By Calculation ( lbs/acre) 4. List specific special conditions or compliance schedules that you recommend to be included in the permit when issued. Make sure that you provide a reason for each special condition: Condition Reason 5. Recommendation: ❑ Hold, pending receipt and review of additional information by regional office; ❑ Hold, pending review of draft permit by regional office; ® Issue; ❑ Deny. If deny, please state reasons: . 6. Signature of report preparer: Signature of WQS regional supervisor: Date: ADDITIONAL REGIONAL STAFF REVIEW ITEMS FORM: NDSRR 03/02 5 CONTACT, PERSON: K �� TELEPHONE: ( 1 PERMIT NO: Check One: NC .. WQ HEALTH DP ORC:. z�r�r� /.. TELEPHONE:(la RATING INFORMATION: (Before.completing.this section, please refer to pages 27-4) PERMITTED FLOW: - : ' MGD . BNR? YES NO CHECK CLASSIFICATION: WASTEWATER: - 1 - 2 ' `:3 4 COLLECTION:. 'I 2. 3 4 UBSURFACE LAND APPLICATION SPRAY IRRIGATIONZS PHYSICAUCHEMICAL- GRADE I GRADE II RATED BY: -=-i.. REGION: /d DATE: REGIONAL OFFICE TELEPHONE NUMBER: (gl0 EXT: 7� Classification of Biological Water Pollution Control Treatment Systems:. Grade I:Biological WPCS - Septic.tank/sand filter. systems - Biological lagoon.systems _ -.Constructed wetlands and associated appurtenances Grade II Biological WPCS - Systems that utilize an activated sludge or fixed growth process with a permitted flow less than or equal to 0.5.million gallons -per day (mgd) Grade III Biological WPCS - Systems that utilize an activated sludge or fixed growth process with a permitted flow . of greater than 0.5 through ,2.5.million gallons per day (mgd) - Grade II systems that are required to achieve biological nutrient reduction Grade IV Biological WPCS = Systems that utilizing an activated sludge or fixed growth process with a permitted flow of greater than 2.5 million.gallons per day (mgd) ; - Grade III systems that are required t6achieve biological nutrient reduction * Biological Nutrient Reduction. - . The reduction -of total nitrogen or total phosphorous by an activated sludge or fixed growth process.as required by the facilities permit. Classification of Collection Water Pollution Control Systems: (whichever provides lowest grade) Same grade as biological water pollution control system. Grade of system: Based on population served: 1,500. or Less = Grade I 1,501 to 15,000 =Grade II 15,001 to 50,000 = Grade III 50,001 or more = Grade IV Classification of Spray Irrigation Watet-Pollution Control Systems: Systems which, utilize spray irrigation for the reuse or disposal of wasterwater:.. . These systems include: septicaanks, sand; filter, oil/water separators; lagoons, storage basins, screening, sedimentation. Systems other than those listed above . . " . shall be subject to additional classification.,,, r--,- -- �--- -------- -- --�---- �------ - --�--�- Classification of -Land Applicationof Residuals -Systems: . Systems rmitted and dedicated for land application of residuals that are ��roduced b a Y . _ Pe.. : PP produ water pollution control system or contaminated' soils. Classification of Physical/Chemical Water Pollution Control Treatment .Systems: . Grade I Physical/Chemical:. Any water pollution control. system that utilizes a primarily - physical, process to treat wastewater. This classification includes groundwater remediation systems., ** Grade,II..Physical/Chemical:."Anywaterpollation control system that utilizes a primarily. -chemical process to treat wastewater. This classification includes reverse'osmosis' electrodialysis, and ultrafiltration systems. ** ** Any"water pollution control system that utilizes a phyical/chemical process to enhance an activated sludge or,fxed growth process; shall not be subject to additional classification. . Classification of Subsurface Water Pollution Control -Systems: Systems which utilize the. soil for subsurface treatment and disposal of wastewater and/or are required to have a certified operator under 15A:NCAC.18A.1961.; ***: *** Any subsurface system that has a.spart of its treatment process a water pollution control - systems. that may be classified underRules .0302 through .0307 of this section shall be subject to addional classification. Activated Sludge - shall mean a biological wastewater treatment process in. which predominantly biodegradable polluntants in wastewater -are absorbed, or adsorbed by, living aerobic organisms and bacteria:. Chemical Process - shall mean a wastewater pollution control system process consisting exclusively. of the addition of chemicals to treat wastewater. Collection System - shall mean a continuous connections of -pipelines, conduits, pumping stations, and other related constructions used, to conduct wastewater to the water pollution control system:..: Electrodialysis System - shall mean a. system utlizing a selective separation of dissolved solids process that is based on electrical charge and diffusion through a semipermeable membrane.. Physical Process - shall mean any water pollution control system process consisting of electmdialysis, adsorption; absorption; air stripping, gravimetric sedimentation, floation, and filtration as 'a means of treatment. Reverse Osmosis System - shall mean a system which utilizes solutions and semipermable, membranes to separate and treat wastewater. Ultrardtration System - shall mean a system which utilizes a membrane filter to remove pollutants from wastewater. Water Pollution Control System - shall.mean any system for the collection, treatment, or disposal of wastewater and is classified under the provision of G.S. 90A-37. Note: Please refer to G.S. 90A-37 for additional information and definitions. ' Y. 2002 NON -DISCHARGE APPLICATION REVIEW REQUEST FO Date: November 12, 2002 To: ❑ Foirest Westall,-ARO,WQS ® Debra Watts, CO-GWS _ ;Paul'-Rawls,-FRO=WQS-�� ❑ Rex Gleason, MRO-WQS Copies Sent to CO-GWS: 2 ❑ Ken Schuster, RRO-WQS ❑ Jim Mulligan, WaRO-WQS ❑ Rick Shiver, WiRO-WQS, Copies Sent to RO-WQS,'71 ❑ Steve Mauney, WSRO-WQS ❑ Distribute 0 Copies-io RO-GWS From: Michelle Barnett, Non -Discharge Permitting Unit Telephone: (919) 733-5083 ext. 544 Fax: (919) 715-6048 E-Mail. michelle.bamett@ncmail.net A. Permit Number: W00014785 B. Owner: Harold Bradshaw 114rdW °� IX,16�/.Q s' � C. Facility/Operation:—%. -T--- :i ❑ Proposed ® Existing ® Facility ❑ Operation D. Application: 1. Permit Type: ❑ CS (O&M) ®Surface Irrigation ❑ Reuse ❑ H-R Infiltration ❑ Recycle ❑ I/E Lagoon ❑ GW Remediation (ND) For Residuals: ❑ Land App. ❑ D&M ❑ Surface Disposal ❑ 503 ❑ 503 Exempt ❑ Animal 2. Project Type: ❑ New ❑ Major Mod. ❑ Minor Mod. _ ® Renewal ❑ Renewal w/ Mod. E. Comments/Other Information: ❑ I would like to accompany you on a site visit. Attached, you will find all information submitted in support of the above -referenced application for your review, comment, and/or action. Within 30 calendar days, please take the following actions: For RO-WQS: Coxnpl'eted Fbnh NDARR _ J ❑ Attach Attachment B for Certification by the NDPU. ❑ Issue an Attachment B Certification from the RO*. * Remember that you will be responsible for coordinating site visits, reviews, as well as additional information requests with other RO-WQS and RO-GWS representatives in order to prepare a complete Attachment B for certification. Refer to the RPP SOP for additional detail. For CO-GWS: ® Return a Memorandum with Permit Condition Recommendations. When you receive this request form, please write your name and dates in the spaces below, make a copy of this sheet, and return it to the appropriate No - ischarge Permitting Unit contact person listed above. RO-WQS Reviewer: Date: CO-GWS Reviewer: Date: - FORM: NDARR 09/02 Page 1 of 1 Michael F. Easley, Governor William G. Ross Jr., Secretary North Carolina Department of Environment and Natural Resources Alan W. Klimek, P.E., Director Division of Water Quality November 8, 2002 Harold Bradshaw Sampson County BOE PO Box 439 Clinton, NC 28329 Subject: Acknowledgement of Application No. WQ0014785 Midway Middle Spray Irrigation System Sampson County Dear Mr. Bradshaw: The Non -Discharge Permitting Unit of the Division of Water Quality (Division) acknowledges receipt of your permit application and supporting materials on November 4, 2002. This application package has been assigned the number listed above and will be reviewed by Michelle Barnette. The reviewer will perform a detailed review and contact you with a request for additional information if necessary.. To ensure the maximum efficiency in processing permit applications, the Division requests your assistance in providing a timely and complete response to any additional information requests. Please be aware that the Division's Regional Office, copied below, must provide recommendations prior to final action by the Division. Please also note at this time, processing permit applications can take as long as 60 - 90 days after receipt of a complete application. If you have any questions, please contact Michelle Barnette at 919-733-5083, extension 544, or via e- mail at michelle.barnett@ncmail.net. If the reviewer is unavailable, you may leave a message, and they will respond promptly. PLEASE REFER TO THE ABOVE APPLICATION NUMBER WHEN MAKING INQUIRIES ON THIS PROJECT. Sincerely, Kim H. Colson, P.E. Supervisor cc: "--Fayetteville-Reional-Offce Water Quality -Section--, The Wooten Company Permit Application File WQ0014785 Non -Discharge Permitting Unit Internet http://h2o.enr.state.nc.us/ndpu NIC-D 1617 Mail Service Center, Raleigh, NC 27699-1617 Telephone (919) 733-5083 Fax (919) 715-6048 DENR Customer Service Center Telephone 1 800 623-7748 An Equal Opportunity Action Employer 50% recycled/10% post -consumer paper F State ,of North Carolina Department of Environment and Natural Resources Division of Water Quality SURFACE IRRIGATION SYSTEMS (THIS FORMMAYBEPHOTOCOPIED FOR USEASANORIGINAL) <THIS ONLINE APPLICATION CAN BE FILLED OUT USING THE TAB KEY TO MOVE THROUGH THE FIELDS> Application Number: (to be completed by DWQ) L GENERAL INFORMATION: I. Applicant's name (Owner of the facility, See Instruction A.): Sampson County Board of Education 2. Complete mailing address of applicant: P.O. Box 439 City: Clinton State: NC Zip: 28329-0439 Telephone number: ( �UQ 592-411lx3 Facsimile number: ( 910) 592-0448 Email Address: 3. Facility name (name of the subdivision, shopping center, etc.): Midway Middle School 4. Complete address of the physical location of the facility if different from mailing address of applicant: 1115 Roberts Grove City: Dunn State: NC Zip: ' 28334 5. County where project is located: Sampson 6. Name and complete address of engineering or consulting firm (if applicable): The Wooten Company City: 120 North Boylan Ave, Raleigh State: NC Zip: 27603 - Telephone number: (919 ) 828-0531 Facsimile number: ( 919 ) 834-3589 Email Address: 7. Name and affiliation of contact person who can answer questions about project: Robert Carroll Email Address: _Sampson Couply Schools H. PERMIT INFORMATION: 1. Project is: ❑ New; ElModification; ® Renewal without modification Note: Renewals without modifications should fill out sections I & If only, and sign the applicant's signature on Page 10. 2. Fee submitted: $ n/a (See Instruction C.) 3. If this application is being submitted as a result of a modification to an existing permit, provide: existing permit number n/a and the issuance date n/a 4. Financial resources for this project include: ® public funds, ❑ private funds 5. Project disturbs more than one acre?: ® Yes; ❑ No. If Yes, provide date when an erosion and sedimentation control plan was submitted to the Division of Land Resources or local delegated program for approval: 2-5-98 6. Project includes any stream or wetland impacts?: ❑ Yes; ® No. If Yes, provide date when Nationwide 12 or 404 permit, and corresponding 401 certification, was approved or submitted for approval:. Submitted: n/a Approved: 7. Provide buffers used to maintain compliance with any applicable river basin rules in 15A NCAC 2B .0200 (e.g., Neuse River basin buffer rules, etc.): n/a 8. If project is in a Coastal Area as defined per 15A NCAC 211.0400, list the measures that are being taken to ensure compliance with this rule: n/a III. INFORMATION ON WASTEWATER: 1. Please provide a brief description specifying the origin of the wastewater (school, subdivision, hospital, municipality, shopping center, industry, apartments, condominiums, etc.): 2. Volume of wastewater flow for this project: gallons per day 3. Explanation of how wastewater flow was determined (15A NCAC 2H .0219(1)): 4. Nature of wastewater: ❑ 100% Domestic Waste (residential, commercial, etc) ❑ 100% Industrial; ❑ 100% Animal Waste ❑ Municipal waste (town, city, etc) If municipal, is there a Pretreatment Program in effect? [ IV. GENERAL PROJECT INFORMATION: 1. Brief project description: 2. , System is: ❑ spray irrigation; ❑ drip irrigation*. _1�1 3. Does the project conform to all buffers as required in 15A NCAC 2H .02190)(5)? ❑ Yes; ❑ No. *Please note that buffers for drip irrigation are those identified as "other surface disposal systems". If No, please explain how the proposed buffers will provide equal or better protection of the Waters of the State with no increased potential for health concerns or nuisance conditions, or provide a buffer waiver in accordance with current Division policy, available on the NDPU web site: 4. The treatment facilities and wetted areas must be secured to prevent unauthorized entry. Details or notations of restricted access measures should be shown on submitted plans. Briefly describe the measures being taken (15A NCAC 2H .02190)(7)): 5. a. 100-year flood elevation: feet mean sea level. Source: (Complete even if project is not within the 100 year flood area) b. Are any treatment units or wetted areas located within the 100-year flood plain?: ❑ Yes; ❑ No. c. If Yes, briefly describe which units/areas and the measures being taken to protect against flooding. 6. Method to provide system reliability (see instruction P): 7. a. Type of disinfection: b. If chlorine, specify detention time provided: minutes. Please indicate in what part of the wastewater system chlorine contact time occurs (i.e. chlorine contact chamber): c. If UV, provide manufacturer's details within application package and specify the number of lamps _ 8. Measures taken to provide thirty (30) days of residuals holding (15A NCAC 2H .02190)(9)): V. DESIGN INFORMATION (For septic tanks & sand filters) 1. If applicable, provide the location of each design element in the specifications and/or engineering plans: HOW Many I VolumeWProvidel=_(Gallons). Surface Loading Septic Tanks Must conform to .1952-.1954 Primary Sand Filters-- • 11%JIF- u a ueaLuieiu system otner tnan sans niters is to tie used Tor secondary treatment, please submit a separate page with specific details of sizing and treatment ability and provide manufacturer's documentation for support. 2. Have effluent filters been provided for septic tank? ❑ Yes ❑ No. DESIGN INFORMATION (For Earthen Impoundments) 1. Provide the number of earthen impoundments in the system: 2. Are any impoundments designed to receive adjacent surface runoff? ❑ Yes ❑ No If Yes, please specify which impoundment: and the drainage area: ftZ. 3. Are impoundment(s) designed to include a discharge point (pipe, emergency spillway, etc)? ❑ Yes ❑ No 4. Provide the design measures proposed for impoundment liner protection from wind drive wave action: 5. Provide date when notification of intent to construct a dam was submitted to the Division of Land Resources (15A NCAC 2K .0200): Notification Submitted on: ❑ Permit Issued on: ❑ Permit Unnecessary per the Division of Land Resources 6. If applicable, provide the location of each design element in the specifications and/or engineering plans: Design Element (Primary Impoundment) Page Number in the Plans & Specifications Plans Secs *Purpose of Impoundment ❑ Treatment ❑ Storage Liner ❑ Synthetic ❑ Clay ❑None* Proper installation and testing of liner IMEWN Inside Berm Surface Dimensions of Impoundment (LxWxH) feet Bottom Dimensions of Impoundment (LxWxH) feet Embankment side slope Mean Seasonal High Water Table Depth (depth belowgrade)** feet Finish grade elevation of impoundment feet Depth from bottom of impoundment to top of embankment feet Total Volume of Impoundment ft Design -.Freeboard 2 feet minimum) feet Depth of minimum liquid level (top of treatment zone or permanent liquid level)) feet Depth of sludge storage area provided feet Effective treatment or stora a volumeprovided*** ft Effective treatment or stora a time provided days Design Influent BOD loading Lbs BOD/acre/day at average operating level �NuIh: Please refer to 15A NCAC 211.0219(t) for liner requirements. **NOTE: The liner shall be protected from impacts of the seasonal high water table as necessary. ***NOTE: The Division requires that treatment volume not be considered part of storage volume. The storage volume should be calculated between the top of the treatment zone/sludge zone, or permanent liquid level (as indicated by outlet pipe) and maximum allowable liquid level in the impoundment. DESIGN INFORMATION (For Mechanical Treatment Systems) 1. Type of mechanical treatment system (activated sludge, fixed film, suspended growth, etc): 2. If applicable, provide the location of each design element in the specifications and/or engineering plans: Treatment Units ist each separately) How Many Provided Dimensions L x W x H ft Volume Gallons Page Number in the Plans & Specifications Plans Secs Flow Equalization Basins Pumps Blowers Capacity (GPM): Type: Capacity (CFM) each: Grit Removal Chamber Bar Screens Spacing EI.Manually cleaned ❑Mechanically clean Flow Splitter Boxes Overflows to equalization basin provided? ❑ Yes ❑ No Influent Flow Measuring Device Location: Type: Aeration Basins . Pumps Blowers Detention Time at design flow (hrs): Sludge Retention Time (days): Capacity (GPM): Type: Capacity (CFM)each: Clarifiers Waste Sludge Pumps Return Sludge Pumps Capacity (GPM): Capacity GP Surface Loading Rate (GPD/ft): Weir Length (ft): Weir Loading Rate (GPD/ft): Sludge Holding Basins/Thickening Pumps Blowers Holding Time (days): % solids of Final Sludge acity (GPM): e: Capacity (CFM)each: Tertiary Filters Media Specifications 4te LoadingM/ft5 Clearwell fps Capacity (GPM): Mudwell Pumps Capacity (GPM): Chlorine Contact Basin PUMPS Capacity (GPM): Effluent Flow Measuring Device Location: Type: Auxiliary Power Source ❑ Permanent ❑ Portable Capable of powering all essential units? ❑ Yes ❑ No VI. DESIGN INFORMATION FOR IRRIGATION SYSTEM 1. If applicable, provide the location of each design element in the specifications and/or engineering plans: Design Element Page Number in the Plans & Specifications Plans Secs Dimensions of Irrigation Pump Tank (LxWxH) feet Total Available Volume of Irrigation Pump Tank gallons Dosing Volume of Irrigation Pump Tank gallons Capacity of pumps GPM at TDH High Water Alarms Audible Alarm Visual Alarm Wr Equipment to prevent irrigation during rain events if irrigation controls are automatic 2. List any equipment (note sheet number of the plans or page number in the specifications) not specifically mentioned above (pump hoist, odor control equipment, etc.): 3. Minimum depth to mean seasonal high water table within irrigation fields per Soil Scientist's Evaluation: feet below ground surface. 4. Loading rates recommended by the Soil Scientist Evaluation: Soil Area Melds/Zones Loading Rate Loading Rate Loading If Seasonal, list within Soil Area Inches/Hour Inches/Year Recommended appropriate months ❑ Annual ❑ Seasonal ❑ Annual ❑ Seasonal ❑ Annual ❑ Seasonal ❑ Annual ❑ Seasonal ❑ Annual ❑ Seasonal 5. Design loading rates are equal or less than the loading rates recommended by Soil Scientist? ❑ Yes ❑ No If No, explain: 6. Size of wetted irrigation area: square feet; or acres. DRIP IRRIGATION SYSTEMS: 7. Provide the location of each design element in the specifications and/or engineering plans: Design Element Page Number in the Plans & Specifications Plans Secs Number of Emitters Design Wetted Area of Emitters ft2 Distance Between Drip Lines feet Distance Between. Drip Emitters feet Flow per emitter GPM at: psi Elevation of Highest Emitter feet -SPRAY IRRIGATION SYSTEMS: 8. Number of operational zones within irrigation system: 9. Provide the location of each design element in the specifications and/or engineering plans. It may be necessary to provide additional tables for separate irrigation zones and/or separate nozzle types within zones if there are significant differences. Please see Instruction N and Instruction O to ensure all - information is provided as required. Design Element Page Number in the Plans & Specifications Plans Secs Zone Number of Nozzles Total Design Wetted Area of Nozzles ftz Flow per Nozzle GPM at: psi Elevation of Highest Nozzle feet Professional Engineer's Certification: I, , attest that this application for has been reviewed by me and is accurate, complete and consistent with the information supplied in the engineering plans, calculations, and all other supporting documentation to the best of my knowledge. I Ruther attest that to the best of my knowledge the proposed design has been prepared in accordance with this application package and its instructions as well as all applicable regulations and statutes. Although certain portions of this submittal package may have been developed by other professionals, inclusion of these materials under my signature and seal signifies that I have reviewed this material and have judged it to be consistent with the proposed design. Note: In accordance with NC General Statutes 143-215.6A and 143-215.613, any person who knowingly makes any false statement, representation, or certification in any application package shall be guilty of a Class 2 misdemeanor which may include a fine not to exceed $10,000 as well as civil penalties up to $25,000 per violation. North Carolina Professional Engineer's seal, signature, and, date: Applicant's Certification (signing authority must be in compliance with 15A NCAC 2Ii .0206(b), see Instruction A): I, Robert Carroll (signing authority name and title) attest that this application for Midway Middle School (facility name) has been reviewed by me and is accurate and complete to the best of my knowledge. f understand that any discharge of wastewater from this non -discharge system to surface waters or the land will result in an immediate enforcement action that may include civil penalties, injunctive relief, and/or criminal prosecution. I will make no claim against the Division of Water Quality should a condition of this permit be violated. I also understand that if all required parts of this application package are not completed and that if all required supporting information and attachments are not included, this application package will be returned to me as incomplete. Note: In accordance with NC General Statutes 143-215.6A and 143-215.613, any person who knowingly makes any false statement, representation, or certification in any application package shall be guilty of a Class 2 misdemeanor which may include a fine not to exceed $10,000 as well as civil penalties up to $25,000 per violation. ® Microbac Laboratories, Inc. FA.YETTEVILLE DIVIOSIJN cil/ l,AbTih rf-AiDlE bTFbh'T I FAYETTEVILLE, NC 2191303 iQIA) .864-14'?n ! (010) 8611 8774 (FAX) http://www.microbac.com CHEMISTRY • MICROBIOLOGY • FOOD SAFETY • CONSUMER PRODUCTS WATER • AIR • WASTES • FOOD • PHARMACEUTICALS • NUTRACEUTICALS CERTIFICATE OF ANALYSIS LIE11T: NC DE14R - L''vJQ. ADDRESS: Wachovi i DuilJing, Suil G 714 NC 213301. r' )NTArT PEPS()N: Mr. f1r<9r]v (ln}h9nn A('0-"1JN'r-bIUMRF-R. #KN00.3: - SAMPLE Tip: 1. Effluent. - #01WE85427 3, 4. idC � 11 Q tat 0371 L4 USDA # 378 7 DATE REC'D: 08/07/01 SA24P.LED: 00/07/01 SP-NEILED BY: G. Dc b.:;c-tz DELIVERED BY: G. Dobson SAMPLE CODE: I';tW1 Grab __._RE-FERP.NCB:- SAMPSON= CO. MIDWAY MIDDT9 DATA REVIEWED D71' LINE REPORTED-. Uri/ i5i ttii *-A**•k-k*-}****k-k-k****i-+-k.t*It. ****+1•,M*****A.*-k:k#2-*YA• 4*'-*41-A,+-k-t-*-k-k•kt-+kb•k*•k*4. S•,F )1*+*+A-+A. de •k It,-k.+ M-L4 ,Y S I S METHOD 1 2 3 � i � ,..y.:.4 .). �:.l i t. �. y .e .l..l. t. i� .� ! .�. y y..i. {, .y .k +!- •: k d -!- * * {' 4 + -k •!- d- $ -t' 3• �t- ,F �!- -7. Y. } .l..t. y.._...t- ¢..k .B t� •4 )• .� Y !. l- ;..t..1 , { !- F 1 �..A..l .f l- �. p r. t l .l. t i t. } l i I OLIFOPTI, FECAL (per 100 ml) 51,113 9222D 34 C014ENTS: < = Lass than Groat= than PAGE 1 OF 1 DE LAUG12001 t Tv The data and other information contained on this, and other accompanying documents, represent only the MEMBER sample(s) analyzed and is rendered upon the condition that it is not to be reproduced wholly or in part for advertising or other purposes without written approval from the laboratory. USDA-EPA-NIOSH Testing Food Sanitation Consulting Chemical and Microbiologlcal Analyses and Research Sampson County Board of Education Gene Hart, Chairman Mark Calcutt, Vice Chairman Mary Brown Billy Ray Daughtry Doris Warren G. H. Wilson Roosevelt Wright 8-16-01 Mr. Paul E. Rawls Water Quality Regional Supervisor NCDENR 225 Green Street -Suite 714 Fayetteville, NC 28301-5043 SUBJECT: Notice of Violation Midway Middle School Permit No. WQ0014785 Dear Mr. Rawls: SAMPSON COUNTY SCHOOLS P. O. Box 439 Clinton, North Carolina 28329 Telephone: 910-592-1401 FAX: 910-590-2445 G �N R -Fri=E:r IAUG 2 0 2001 WO Pursuant to your -letter. dated 8-8-01 in reference to the above, please review the following corrective measures .that have -been -identified as treatment system deficiencies: (1) Section H Operation and Maintenance Requirements "I A -suitable vegetativecover of Fescue and Pensacola Bahia grass shall be. maintained". "The 151,530 sq. ft drip irrigation area was basically covered in volunteer vegetation, which was predominantly weeds. The vegetation was in excess of 6 feet tall and this is not acceptable". The permittee has scheduled the seeding of the above during the week of September 17's, 2001 with fescue grass. Also, the seeding of the above with Pensacola Bahia has been scheduled to take place during February 2002. (These dates have been recommended by a local seed dealer). Mowing of the application fields will start today on the dividers between the zones. Mowing will immediately start upon installation of a hydraulic valve box to accommodate a sickle mower on a small tractor. A large tractor previously did themork with a bush hog causing damage to some of the drip irrigation lines. The smaller tractor should be finished by the middle of next week at which time we will immediately start mowing the drip irrigation area. The other concerns reported in the compliance inspection report have been addressed as follows:- The contract operator in responsible charge, John Michael Halas, SI 20611-certificate number, contacted•me today- and said that he -would provide all the,DMR records for the above prior to the -end of next week. If you need additional information in regards to the above violations, please let me know so we can put closure on this matter. Sincerely, Harold Bradshaw Director Plant Operations cc: Gary Weeks, Superintendent 1 WDENR, North Carolina'Department of Environment and, NaturaLRe'sources Michael F .Easley, Governor William Q. Ross Jr.,,- Secretary DIVISION OF WATER QUALITY: August 8, 2001 Mr. Harold -Bradshaw Director of Plant Operations Sampson County.Schools` PO Box 439 Clinton, NC 28329 SUBJECT: NOTICE OF VIOLATION Midway Middle School, Permit No. WQ0014785 Clinton, North Carolina Sampson County Dear Mr. ' Bradshaw: On Tuesday, August 7, 2001;. members of the Fayetteville Regional Office staff made a routine'conipliance inspection of the- irrigation wastewater system at MidwayMiddle School. On this day, several treatment system deficiencies were, observed:: A, copy of our compliance inspection report: is: attached. The, following -Permit Conditions need to be immediately. addressed: . (1) Section II.Oneration'and Maintenance. Reciuirements "3. A suitable vegetative cover of Fescue and Pensacola Bahia grass'shall be maintained". The 151,530 -ftZ drip irrigation area was' 'basically. covered in volunteer vegetation, which was predominantly, weeds. The vegetation was in excess'.of 6 feet tall and this is not acceptable. All vegetation around the above ground -storage facility, fences. and pump house was properly maintained. The, compliance 'inspection report, lists other concerns •with this wastewater treatment . 'facility. 225. Green `Street Suite 714, Fayetteville, North Carolina 28301-5043 Phone: 910-486-1541 I FAX: 910-486-07071 Internet: _www.enr.state.nc.uslENR An Equal Opportunity) Affirmative Action Employer= 50% Recycled,110% Post Consumer Paper Mr. Bradshaw Page 2 August 8, 2001 Please provide this office with a written response by August 20, 2001, regarding our concerns with this facility. The timeliness in which you respond to our concerns will betaken into consideration should other actions be deemed necessary. If you have any questions, feel free to notify me or Mr. Grady Dobson at 910-486-1541. Sincerely, /Paul . Rawls Water Quality Regional Supervisor GD:PER/bjs Attachment cc: Brian Wrenn, DWQ Gary Weeks, Sampson County Schools I State of North Carolina Devartmbrit of Environment and Natural Resources Division of Water Quality Michael F. Easley, Governor William G. Ross, Jr., Secretary Kerr T. Stevens, Director Ad NCDENR i+Ncr2TH CA s0 _ NA DErlbrtTM ENT of FuvlanArrrKrr aur. NAr iaai Rr-ni ipc`r. . Non' -Discharge Compliance Inspection WQ Permit Number WQ0014785 County Sampson Permittee Sampson Co Boe-Midway Middle Npdes Number(s) Issuance Date 4/1611998 Expiration Date 3/31/2003 Soc Issuance Date Soc ExpirationDate Permittee Contact Harold Bradshaw Phone Permittee Contact ORC Certification # ORC Name Mike Hales Phone ORC 24hr Contact Name Mike Hales Phone 24hr Reason For Inspection (Select One) 1@ ou ine p Complaint p Follow -Up pOther... Type Of Inspection (Select On 10 o ection System p pray Irrigation p Residual Inspection Summary Q.xa).uatq.d....:......................................................................................................................................................................................................... ................................................................................................................................................................................................................................... ...............................................................................................................................................................................................................I................... ...........................................................................................:....................................................................................................................................... ...................................................................................................................................................................................................................... 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Inspector's Name Don Register Phone Inspector 910-486-1541 Inspection Date 8/7/2001 Inspector's Title Environmental Technician Fax Inspector 910.486-0707 page 1 Non Discharge Compliance Spray Irrigation Inspection J Type Permittee Sampson oe-Midway Middle Permit Number IWQ0014785 Inspection Date 8 7 200 O REUSE (Golf Courses) O ACTIVATED SLUDGE SPRAY, HR O INFILTRATION SYSTEM O RECYCLE/REUSE O ACTIVATED SLUDGE DRIP, LR O LAGOON SPRAY, LR O SINGLE FAMILY SPRAY, LR O ACTIVATED SLUDGE SPRAY, LR O SINGLE FAMILY DRIP Treatment Were Treatment facilities consistent with those outlined in the current permit? O Yes O o O N A Did all treatment units appear to be operational, if no note below? jO Yes .O No O NIA List any action items necessary per unit. Lagoons Primary (check any unit present) Banks/berms (are there signs of seepage or erosion) Vegetation, (is there excessive vegetation on the lagoon bank that makes Inspection difficult) Liner (If visible is it tact) Baffles/curtains, (in need of repair) Freeboard, (>2 feet from overtopping) Evidence of overflow, (vegetation discolored or laying down/broken) Unusual color, (very black, textile colors) Foam,( are antifoam agents used) Floating mats (sludge, plants) Excessive solids buildup (from bottom) If present are aerators/mixers operational Effluent Structure (free of obstructions. easily accessible) Secondary (check any unit present) Banks/berms (are there signs of seepage or erosion) Vegetation, (is there excessive vegetation on the lagoon bank that makes Inspection difficult) Liner (If visible is it tact) Baffles/curtains, (in need of repair) Freeboard, (>2 feet from overtopping) Evidence of overflow, (vegetation discolored or laying down/broken) Unusual color, (very black, textile colors) Foam,( are antifoam agents used) Floating mats (sludge, plants) Excessive solids buildup (from bottom) If present are aerators/mixers operational . Effluent Structure (free of obstructions. easily accessible) Influent pump station ,Are all pumps present? Was the lift station free of bypass lines or structures? O es O oR O W— (i).YesO No0N/A paae Non Discharge Compliance Spray Irrigation Inspection Permittee Sampson Co oe- i way Middle Permit Number C 0014785 Inspection Date1817/2001 Barscreen Was it maintained? p es O oN�1A— Was it free of excessive debris? p Yes O No O Were the bars evenly spaced? 1O Yes O No O Were the bars free of excessive corrosion? 1O Yes O No O X. Aeration Basin Was the aeration pattern even across surface of unit? 10 Yes O o Was it easily accessed? O es O No 0 A Clarifiers Were the weirs level? Was the scum rack operational? Was it easily accessed? Return Pumps OYes ONo DNA O YesO o� 10 es O o Were they in place? 10 Yes O No O A Were they operational? 10 Yes O No O A Filters Was the filter media present? 10 Yes O No O NIA Was the air scour operational? 10 Yes O No O NTA Was the clear well free of excessive solids? 10 Yes O No O A Sludge Storage/ Treatment Was the aeration operational? O es p No p NIA Was the aeration pattern even? O-Yes O No O If required are Sanitary "T's" present in tankage? 10 Yes O No 4 N7A— Disinfection Storage If gas, was cylinder storage safe? 0 Yes O No Is it a dual feed system? O Yes O No_O. N A Was the system working? 10 Yes O No O N[ If tablets: Were tablets present? 10 Yes O o O ® Lagoon ❑ AST ❑ UST -M Septic Tank ❑ Drying Beds ❑ Concrete Storage Pads How many months storage? Was spill control plan on site? If Applicable: Is lagoon lined? Above Ground Tank JEJ Aerated ❑ Mixed Aerated Hp: Under Ground Tank IF1 Aerated p Mixed Aerated Hp: 1.5 O es O o 0 N/A Yes ONo ONA Mixed Hp: Mixed Hp: page 3 Non Discharge Compliance Spray Irrigation Inspection Permittee ISampson o Boe- idway Middle Permit Number Q0014785 Inspection Date 8 7 200 Record Keeping Was a copy of current permit available? O Yes O o O A — Were monitoring reports present: NDMR O es o O NDAR 10 Yes O No O Were operational logs present? 10 Yes O o O Were lab sheets availiable for review? - O es O o O TA Did lab sheets support data represented on NDMR or NDAR? 10 Yes O o O flTA-- Were annual soil reports available? 10 Yes O No O NIA Were Operation and. Manintance records present? 10 Yes O No O Were Operation and Manintance records Complete? I`J es O No O NTA— Has permittee received any public compliants in the last 12 months? 10 Yes O o O /- Disposal Were buffers adequate? Is the cover crop type specified in permit? Was the site condition adequate (improvement)? Was the sight free of runoff / ponding? Was the acerage specified in the permit being utilized? Was application equipment present and operational? Were there any limiting slopes on disposal field? Are monitoring wells called for in permit? Was there access restrictions and / or signage? O Yes O No 0 NIA O Yes0 00 O Yes 0N o O Yes0 No0 Yes O No O A O Yes O No O N IA O Yes0 No0 NTA- 1(i) Yes0 00 — O Yes0 No0 NIA ® Microbac Laboratories, Inc. FAYETTEVILLE DIVISION 817 CASTLE HAYNE STREET FAYETTEVILLE, NC 28303 (910) 864-1920 / -(910) 864-8774.-.(FAX) http://wwW.microbac.com CHEMISTRY • MICROBIOLOGY • FOOD SAFETY • CONSUMER PRODUCTS WAI'RT2 . -ATP • WAQ M4Z • Pir)OT) • PTTARMA('FTPrT( AT Q • NTPrR Af FTTTT(`AT Q CLIENT: NC DENR -' DWQ ADDRESS: Wachovia Building, Suite 714 Fayetteville, NC 28301 CONTACT PERSON: Mr. Grady Dobson ACCOUNT NUMBER:'#KN003 SAMPLE ID: 1. Effluent - #01WE85427 2. 3. 4. NC #11 40 NC #37714 USDA #3787 DATE REC'D: 08/07/01 SAMPLED: 08/07/01 SAMPLED BY: G. Dobson DELIVERED BY: G. Dobson SAMPLE CODE: WW, Grab REFERENCE: SAMPSON CO. MIDWAY MIDDLE DATA REVIEWED BY: DATE REPORTED: 08/15/ 1 ANALYSIS METHOD 1 2 3 4 COLIFORM, FECAL (per 100 ml) SM18 9222D 34 COMaNTS: < _ -Less than > = Greater than PAGE 1 OF 1 UENR-FD tAUG 2 1 2001 Uk`n I The data and other information contained on this, and other accompanying documents, represent only the M E M B E R sample(s) analyzed and is rendered upon the condition that it is not to be reproduced wholly or in part for advertising or other purposes without written approval from the laboratory. USDA-EPA-NIOSH Testing Food Sanitation Consulting Chemical and Microbiological Analyses and Research State Ajf North Carolina' Department of Environment and Natural Resources Division of Water Quality Michael F. Easley, Governor William G. Ross Jr:, Secretary Kerr T. Stevens, Director SAMPSON CO BOE HAROLD BRADSHAW P 0 BOX 4.39 CLINTON, NC 28329 Dear Mr. Bradshaw: 11 NC,D'ENR NORTH CAROLINA DEPARTMENT OF _ I ENVIR7�DE CE May 5, 2001 Subject: Permit No. WQ0014785 Midway Middle Drip Irrigation Sampson County The Division's Non -Discharge Permitting Unit has received your signed and sealed certification with record drawings. The Division hereby accepts this certification based upon its execution and submittal by a North Carolina Professional Engineer. Please note that the record drawings will be forwarded to the Fayetteville Regional Office and have not been reviewed. If a review is conducted, you will be notified of any non -conformity with the Minimum Design Criteria. If it would be helpful to discuss this matter further, I would suggest that you contact the Water Quality Regional Supervisor at the Fayetteville Regional Office at (910) 486-0707.' Sincerely, c�J�►'�O W ��' Thelma Williams cc: Fayetteville Regional Office, Water Quality Section Central Files. The Wooten Company 1617 Mail Service Center, Raleigh, NC 27699-1617 Telephone 919-733-5083 Fax 919-715-6048 An Equal Opportunity Affirmative Action Employer 50% recycled/10% post -consumer paper NON NPDES FACILITY AND PERMIT DATA 04/04/01 10:03:30 UPDATE OPTIPN TRXID 50U KEY WQ0014785 PERSONAL DiTA FACILITY APPLYING FOR PERMIT APP/PERMIT FEE-$ 400.00 REGION FACILITY NAME> SAMPSON CO BOE-MIDWAY MIDDLE 6 COUNTY> SAMPSON 06 ADDRESS: MAILING (REQUIRED) ENGINEER: THE WOOTEN COMPANY(TONYA) STREET: PO BOX 439 STREET: 120 N. BOYLAN AVE CITY: CLINTON ST NC ZIP 28329 CITY: RALEIGH ST NC ZIP 27603 TELEPHONE 910 592 6308 TELEPHONE: 919 828 0531 STATE CONTACT> HOMEWOOD FACILITY CONTACT HAROLD BRADSHAW TYPE OF PROJECT> DRIP IRRIGATION FACILITY . 18 LAT: 3510000 LONG: 07831380 DATE APP RCVD 12'/12/97 N=NEW,M=MODIFICATION,R=REISSUE> N DATE ACKNOWLEDGED 12/17/97 DATE REVIEWED 01/16/98 RETURN DATE REG COMM REQS 01/02/.98 DATE DENIED / / NPDES #- REG COMM RCVD 02/25/98 DATE RETURNED / / TRIB Q .0000 MGD ADD INFO REQS / / OT AG COM REQS 01/02/98 TRIB DATE- / ADD INFO RCVD / / OT AG COM RCVD 04/07/98 END STAT APP P 03/12/98 DATE ISSUED 04/16/98 DATE EXPIRE 03/31/03 FEE CODE( 3)1=(>1MGD),2=(>10KGD),3=(>1KGD),4=(<1KGD+SF),5=(S>300A),6=(S<=300A), 7=(SENDEL),8=(SEDEL),9=(CLREC),0=(NO FEE) DISC CODES 03 ASN/CHG PRMT ENG CERT DATE 06/01/00 LAST NOV DATE / / CONBILL( ) COMMENTS: 10,000 GPD MESSAGE: *** DATA MODIFIED SUCCESSFULLY *** �� The Wooten ENGINEER'S CERTIFICATION RECEIVED WAFR�i1A1.1T(SEGj�C� Company TO: NC Department of Environment and Natural Resources a Pect609 Egglneerino Non -Discharge Permitting Unit Nor-Discha�g PO Box 29535 P;ann;�� Raleigh, NC 27626-0535 ArchiteVM FROM: Dan K. Boone, P.E. The Wooten Company 120 North Boylan Avenue Raleigh, NC 27603 DATE: May 30, 2000 RE: Sampson County Board of Education 120 N. Boylan avenue Raleigh, NC Midway Middle School 27603 Construction Certification TWC No. 2448-CB Permit Number WQ0014785 919.828-05-1 I, Dan K. Boone as a dulyregistered Professional Engineer in the State of North Fax:919-834-:589 ' g� g� Carolina, having been authorized to observe periodically the construction of the project - Waste Water System, Midway Middle School, Sampson County, North Carolina - for the Permittee hereby state that, to the best of my abilities, due care a diligence was used in the observation of the construction such that the construction was observed to built within subgwttia&rflmpliance and intent of this permit; the approved pla and pecificatio_r3e•,�iq 4 &¢�/S�t3Dortina materials. Signature Ulm ��✓"�'ti'' '9 SESEAL Registration Number&ie B _ ••� .�'yCtNEER c: Harold Bradshaw, Sampson'1iZq&.ro;4s Don Gantt, TWC TWC, File Since 1936 DKB/dg TheDivision of Water Qi1a11tY hereby aclmowledgeS receipt and acceP tanco of this Enginoet's Certific .on . �JV r • `) w 'North Carolina Department of Environment "and -Natural Resources - Division of Water Quality - Groundwater Section P.O.. BOX 29578 - Raleigh,N.C. 27626-0678-Phone (919) 733.3221 v - • lfi//ELL CPNST,RUCTION RECORD DRILLING CONTRACTOR: Carolina DRILLER REGISTRATION #: #728 STATE WELL CONSTRUCTION PERMIT#: Drilling 1. WELL USE (Check APPIICable Box): Residential 13 Municipal ❑ industrial ❑ Agricultural ❑ Monitoring 'Heat Recovery j] Pump Water injection ❑ Other ❑ If Other, List Use: - 2. WELL LOCATION: (Show sketch of the location below) Nearest Spivey's Corner, NC Well ID#: MW-1 Town: County: Sampson DEPTH DRILLING LOG (Road. Community, or Subdivision and Lot No.) 3. OWNER _ Sampson County, Schools - Board of Education ADDRESS 437 Rowan Rd. From ro Formation Description Clinton, NC (Street 28 Rowe No.) a City or Town State Zip Code r-..------ _ 4. DATE DRILLED 07-19-99 ' I l -, 5. TOTAL DEPTH 13.ft _ i C I C � 6. CUTTINGS COLLECTED YES NO❑ _ Ei 7. DOES WELL REPLACE EXISTING WELL? YES D NO® 8. STATIC WATER LEVEL Below Top of Casing: 11.2 FT, (Use "+" if Above Top of Casing) 9. TOP OF CASING IS 3.0 FT. Above Land Surface " �i; • Casing Terminated attor below land surface is illegal unless a variance is issued + r'`t' ,, �. - In accordance with 15A NCAC 2C .o11t1 10. YIELD (gpm): N.A. METHOD OF TEST N.A.- -� i`-I i .m" I p ' - -- ati _ : ��F_ 11. WATER (depth): 3.0 - 10.5 ft-bls ZONES (de i::-: H . �,J 12. CHLORINATION: Type Amount 13. CASING: From +3.0 Depth 3.0 Wall Thickness Dia eter orshlghvFl. V)grCl " T Ft. From--- To Ft. - From To Ft. 14. GROUT: From 0•5 Depth To 2.5," Material Method Ft bentonite From To— Ftr 15- SCREEN: From 3.0 Depth - To 13.0 Ft Diameter Slot Size Material • 2 " in # 10 -PVC in. From To Ft. in. From To Ft. in. , in, 16. SAND/GRAVEL PACK: From 2•5 Depth To 13.0 Size Material Ft crs Sand From To Ft. 17. REMARKS: Well was finished above grade. Well vault was in6ta I DO HEREBY CERTIFY THAT CONSTRUCTION STANDARD, `?0147 ��'A�ti SubnI r,..'� a� 1.�..-3 f�. It additional space is needed use back'of form (Show Ro and . . . D IN ACq0RDANM WITH 15A NCAC 2C, WELL ECOR AS I3E9N PROVIDED TO THE WELL OWNER. OF CONTRACTOR OR AGENT AATE It to Division of Water Qua1,Ry and Copy to well owner. GW4 REV. 1198 flug 22 01 01:49p spectrum environmental [9191848-2178 p.15 IEylidway Ivlidale sc_boot site, Sartipson Ca, NC Cpe��='�I�l�_ Cor�struetion_:Recor_dt � Job#) 121, July 1999 N ° H Date siarted/contpfeted: 07-19-99 J Depth Soil/Geological and S 16.342 / 2.140.747 (feet),Litholo4**' 3 Nofthing/Lasting: IC Descriptions c 14 16 19 20 Silty Sand: dk gry to black °F; silty Sand: brownish yellow silty Sand: orange - brown U clayey Sand: reddish brown w/ gleyed mottle • ~' W : DO oci 00 :^ mixed with silty sand silty Sand to Sand: It brown O` silt Sand to Sand: yellowish brown to whit Y y N sandy Clay: It yellowish brown to white tJ Clay: massive, gleyed. ` and very plastielsticky`. O' EOB Cqi; 13.0 feet bls r 't /1MWCSR;1Tt111/ Client: Wells Brothers Construction .lob No:. 1121 Boring ID: Location: Samnson County, North Carolina Drilling method: Hollow -stem Aueered Well Driller: Gerald lister - Carolina Drilling. - Geologist/Soil Scientist: 'f. Hinson Relative Elevation Top ot•Casing +10 feet aline gnide —��— inch diameter borehole —Q. to 13 n feel Dentonde cemem, seal or screened n S-suck -cement seal ' interval 0•5 to 5 fig I 8.x _•0 inch diarmler bls ' sch. 40 ?Vt` w-ismg ' 8 steal blank casing +^ 3.0 = 'tIi Sand pack, 2.5 13. to . 0 fiat - - 2.0 inch diath6qer 4T:h. 30 PVC scrt:lyt sled scf= . 3.0 to 13 A' ° Feet tiotiont of bon;hole 13.0 feet ADDITIONAL. INF0R1IAT[M:Well finished above grade Well vault was installed and secutedt :k Concrete slab was installedWell is perntartent. f Drawing Not to Scatc twne: afl Deprim Heferemred fu Ground Sruface Cpec• r � — NORTH CAROLINA GEODETIC SURVEY MONUMENT. WOOD POST gym, pa WI L L I AM I RV I.N .WARRE/ p x �� •�. D.B. 694 PG. 561 �i ESTATE FILE 944-204 MONITORING' WELL 26.2T ACS. TOP PVC CASrNG EL.= 199.05' WATER x DEPTH FROM TOP =4; 62- EIS DA TE. 10-27-99 (BURIED) T/E WOVEN WIRE x y•• FENCE 'se%47029 x 2 � N� p 0 x WOVEN WIRE FENCE x N /MT. W— ....................................... C PVMT. APPL-ICATION FIELD ECN G PVMT. -AiE TA _ POST WOOD OST x- CHAIN LINK FENC S7/-03. /n ^ ".. _ 13-•w EIS (BURIED) N81.38,.�g'E 370 23,(5T06 C; MIN 285 ' 22 ' 1 f "E FEN 235.83'(22T023) - - - POST ►5'04'03" ===-711�1 i SEE INSET A North Carolina - Department of Environment and Natural Resources - Division of Water Quality - Groundwater Section r+ P.O. BOX 29578 - Raleigh,N.C. 27626-p578-Phone (919) 733.3221 WELL CONSTRUCTION RECORD DRILLING CONTRACTOR; Carolina Drilling DRILLER REGISTRATION#: #728 STATE WELL CONSTRUCTION PERMIT#: 1. WELL USE {Check Applicable Box): Residential ❑ Municipal. ❑ Industrial ❑ Recovery ❑ Heat Pump Water Injection ❑ Other ❑ If Other, List Use: 2. WELL LOCATION: ((Show sketch of th location below) Nearest Town: • Spivey, Nt County: Sampson Agricultural ❑ Monitoring El Well ID#: MW-21 (Road, Community, or 5ubdwision and Lot No.) DEPTH DRILLING LOG 3. OWNER Sampson County Schools - Board of Education ADDRESS 437 Rowan Rd. From To Formation Description (28328 Route No.) Clinton, NC City or Town State Zlp Code F----- : — 4. DATE DRILLED 07-19-99 Con lotionI 5. TOTAL DEPTH 12ft IWell a 6. CUTTINGS COt LECTED YES El NO❑ 7. DOES WELL REPLACE'EXISTING WELL? YES ❑ NO® �' .-`- +' . f, 1 az = 8. STATIC WATER LEVEL Below Top of Casing: 9.5 F F. C OQ FTI (Use 4P if Above Top of Casing) 30 9. TOP OF CASING IS F.T. Above Land Surface • Casing Terminated attor below land surface is illegal unless a variance is issued In accordance with iSA NCAC 2C .0118 10, YIELD (gpm): N.A. METHOD OF TESTN.A. 11: WATER ZONES (depth): 3.0 - 8.5 ft-bls t t.: ; 12. CHLORINATION: Type Amount It additional space is needed use back or form `- 13. CASING: From +3.0 Den—' From To — From To 14. GROUT: Depth From 0 5 To 2.5 From To _ 15. SCREEN: Depth From 3.0 - To 12.0 From To From To 16. SAND/GRAVEL PACK: Wall Thickness Dart filer orsWgiighVF!t. Material (Show Ft.. t'VC: RC Ft, _ Ft. . . Material Method — Ft. bentonite _ Rt. Diameter Slot Size Material Ft 2 in. # 10 in PVC Ft. in. in,. Ft. in. in. Depth Size Material From 2•5 To 12.0 Ft. crs Sand From — To Ft. 17. REMARKS: Well was finished above grade. Well vau I DO HEREBY CERTIFY THAT THIS WELL WAS CONST CONSTRUCTION STANDARDS, AND THAT A COPY OF was instaH`ed and wull 15A NCAC 2C. WELL DIED TO THE WELL OWNER. H/P 7 TURF OF CONTRACTOR OR AGONT y [(ATE original to Divi$ion of Water QualRy and copy to well owner. GW-1 REV. 1/98 1 i..6 �f_ U 1 U 1: JJV spectrum env 1 ronmenta 1 . Cpec Well Construction Record f G C y t 1)epih Soil/Geological and (feet) Lithologic Descriptions s^ a ?0 silty Sand: dk gryto black silty Sand: brownish yellow silty Sand: orange -brown z —_ a 5 o 't: clayey Sand: reddish brown w/ gleyed mottic s ? Math - j N= .5 N 6.50' sandy Clay: reddish brown bls I screene .Is O . . interva Clay: massive, gleyed. and very. plastic/sticky _N 0 -a. W � W EOB i� 12.0 feet bis 18191848-2178 p.22 Midway Middle School Site, Sampson Co:?'.NC Job# 1121, July 1999 Date started/completed: 07-1.9-99 Northing/Easting: 5 I5 846 / 2j46 671 Client: "Wells Brothers Const t' a Job No: 1121 Boring 1D: Location: Sam on COun No Drilling method: Hollow -stem Angered Well Driller: Gerald Eister - Carolina Drilling Geologist/Soil Scientist: T. Hinson c on i I —'Pop of Casing. 11A foet abtwe rttde — -0 inch diameter bowhole �— to J 0feet -� X Bmtunite cceiegit scat or s-sack; eertet xal 0.5 to 2'S feet 2-0 inch diameter sell. ,10 PVC. casing sleek blank: coring +3.0 to 3.0 feet ' 2.5 to 1210 feet - 2.0 inch diameter sch.40 PVC-Scrcen steel screen 3.0 to 12.0 . fleet li�tte»in of bile'`" �' Well finished ttbove-t. s41VhU K vault was installed and scocured Concrete slab' was instralled., "Weil I. - is permanent. Dnmwing Not to Scale Note: all Depths Referenced In Ground Surface /MWCSRT/I"l tl-1/ (per, --{r NORTH CAROLINA GEODETIC SURVEY MONUMENT. N /MT. VT s WOOD, POST �� F WOVEN WE FENCE Sa74 o?'- . ss� • os o�, . Z � f � 0 X WOVEN WIRE FENCE x WILL LAM IRVIN WARRE4 D.B. 694 PG. 561 ESTATE FILE 94-E-204 26.27 ACS'. E/S (BURIED) WOOD POST C PVMT. �l4 I/ EIS (BURIED) owooW010 ,(5TO6) T 370'23 POST T. CHUN SB5'22'I "E FEN) APPL"ICATIQW FIELD V� MONITORING WELL NO. 728 TOP PVC CASING EL.- I95.2:9 WATER DEPTH FROM TOP 3.85' I DATE: 9-23-99 71E LINE: z NO7'44'51"E �3168 (14TO21) 2 235 . @3 ' (22 TO23) WOOD N Colo ' OST I B X rnco O CHAIN LINK FENCE • x1 WA6TEWA TIE i LAGOON .00 00 Z~ M h O N ST/•03%3" W. META L. /O.O/(/9To POSTx "" METAL POST 9 CONTROL 8 -- 5 5 60'124 TO WOOD MONUMENT � x 345. 8 X' (207'014) POST � METAL - �O�p\ WOVEN WIRE N8'7'33•'54"W NOZ'42'32"E- �( FENCE T- 20.43'127702 ECN Q PVMT. P09T : . aosr IRRIGATIONFILTER 2 i DISINFECTION ' I25.60724TO25) &#LDUVG r X NB6.44'46"W I� X CHAIN CHAIN LINK 505,'04'03"W FEN CHAIN 28.59Y257*026) 166. L -si TIE LINE. N34'46'33"W L02726TO28)-- (2 �MET A 769.28'(7T06) N87'25'•14"W METAL POST SA Fn, e v C �f � North Carolina - Department of Environment and Natural Resources - Division of Water Quality - Groundwater Section P.O- BOX 29578 - Raleigh,N.C. 2762e-0578-Phone (919) 733.3221 WELL CONSTRUCTION RECORD DRILLING CONTRACTOR: Carolina Drilling DRILLER REGISTRATION #: #728' . STATE WELL CONSTRUCTION PERMIT#: 1. WELL USE Check Applicable soot)= Residential ❑ Municipal ❑ Industrial Agricultural ❑ .'Monitoring El Recovery 0 • Heat Pump Water Injection ❑ -Other 0 If Other, List Use: 2. WELL LOCATION: (Show sketch of tAtlocation below} j Well ID#: MW-2� Nearest Town: pivey's Corner, - Sampson County: (Road, Community, or Subdivision and Lot No.) DEPTH DRILLING LOG 3. OWNER Sampson County Schools - Board of Education From To Formation Description, ADDRESS 437.Rowan Rd. (Street or Route No.) Clinton, NC 28328 City or Town State Zip Code — 4. DATE DRILLED 07-19-99 5. TOTAL DEPTH 12 ft- I I o 6. CUTTINGS CQI,LECTI=D " YES [n NOQ I- 7. DOES WELL REPLACE EXISTING WELL? YES NOE] L g f( 8. STATIC WATER LEVEL Below.Top of Casing:" .9.5 -FT: ��z'-` tV 9. TOP QF CASING IS 30 (Use 'Y' if Above Top of Casing). ~� FT. Above Land Surface" ; ; t� t '� _.i • Casing Terminated atlor below land surface is illegal unless a variance is issued ^� In accordance with JSA NCAC 2C .o11a —� J0; "YIELD m . N.A. N.A. := _,Tz 11a (gp )' METHOD OF TEST +LL t w it 11. WATER ZONES (depth): 3.0 - 8.5 ft-bls 12. CHLORINATION: Type Amount If additional space is needed use back of form, 13. CASING: Wall TNckness Maleda +3.0 Deptfl 0 Dia meter orscglgWFI. FVG I. (Show directs From To 3 Ft. n Roads, or From To Ft, _ N From To 'Ft. 14. GROUT: O MW-2 Depth Material Method upgredieM From 0:5 To 2.5 F( bentonite well Prom To Ft. 15_ SCREEN: Depth Diameter Slot Size Material DISPOSAL AREA From 3.0 To 12.0 Ft 2 ' in # 10." in. PVC From To Ft. In. From To. Ft. in. 16. SAND/GRAVEL PACK: M*1 Depth, Size Material gra on 2.5 12.0 crs, SandWell From To Ft.. From To Ft. 17. REMARKS: Well was finished above grade. Well vault was inst4eed and 15A NCAC 2C, WELL DED TO THE WELL OWNER: rURS OF CONTRACTOR OR AGR�NT / &TE orlginal to Division of Wafer Quality and copy to well owner. GW-1 REV. 1/98 -Vori i'Dcx.IV- North Carolina - Department of Environment and Natural Resources - Division of Water Quality - Groundwater Section P.O. Box 29578 - Raleigh,N.C. 27626-0578-Phone (919) 733.3221 WELL C NSTRUCTION RECORD DAiLLING CONTRACTOR: Carolina Drilling DRILLER REGISTRATION #: #728 Cc2 a 3 73 STATE WELL CONSTRUCTION PERMIT#: 1. WELL USE (Check Applicable Box): Residential ❑ Municipal ❑ Industrial El'. Agricultural ❑ Monitoring El Recovery ❑ Heat Pump Water Injection ❑ Other. ❑ .If Other, List Use: 2. WELL LOCATION: (Show sketch of the location below) Well ID#: MW-1 .Nearest Town: pivey's Corner, NC County: Sampson (Road, Community, or 5ut>dvision and t_ot No.) DEPTH DRILLING LOG 3. OWNER Sampson County Schools - Board of Education 437 Rowan Rd. _ ADDRESS - Fro,,, To Formation Description (28328 Route No.) Clinton, NC a City or Town State Zip Cosa aGhod_ c7 a 4. DATE DRILLED 07-19-99 I cry -2 S. TOTAL DEPTH 13 ft C 6. CUTTINGS COLLECTED YES En NOE] 7. DOES WELL REPLACE EXISTING WELL? YES NO® 8. STATIC WATER LEVEL Below Top of Casing, 11.2 FT, (Use "+" if Above Top or Casino) 3.0 y 9. TOP OF CASING IS FT. Above Land Surface* T+T� • Casing Terminated atlor below land surface is illegal union a variance is issued (t ._ In accordance with 15A NCAC 2C .0118 _ 10. YIELD (gpnl): N.A. METHOD OF TESTN•A• tMN i} G E- 9 L=TTI:z 11. WATER ZONES (depth): 3.0 - 10.5 ft-bls Q ';+�..;%:1 s= 12. CHLORINATION:, Type N.A.Amount 13. CASING: . +30 Depth 3.0 Wall Thicknass � r� Diameter ors hlVC ghtfFt. MPI From To Ft. From To Ft. From To. Ft. 14. GROUT: If additional space is needed use back of form (Show RC Depth ' Material Method From 0 5 To 2•5 Ft. - bentonite From To rt. 15. SCREEN: - Depth Diameter Slot Size Material From 3.0 To 13.0 Ft 2 in. # 10 in. PVC From To Ft. in.. in. From - To Ft. in. in. 16. SAND/GRAVEL PACK: Depth Size Material From 2•5 To 13.0 Ft.'crs Sand From To Ft. 17. REMARKS: Well was finished above grade. Well. vault was installed and I DO HEREBY CERTIFY THAT T t STRUCT IN AC / RDAA) WITH 15A NCAC 2C. WELL CONSTRUCTION STANDARDS! OR AS B N A f FAT ECPROVIDED TO THE WELL OWNER. 1r !; fit t Ca MATURE OF CONTRACTOR OR AGENT ATE j�;fy f 4 rr Subrr►!!Hginat to Division of Water Quality and eopy�to well owner. .}1 llt�� GW-1 REV. 1198 k Style i Trans Help Welcome Guest UserSFCJbl(h845 ®` . ' ,. �® l l� M4 ft PicBlack ITFIFTIFM i'ga Information If, Parcels Tax Bill Deed COUNTY PID: 10036921001 BOOK PAGE: 1289/162' CURRENT OWNER: SAMPSON ti COUNTY PIN: 1541061179 CALCULATED ACRES: 38.013 licil I 1pou 1 1. New Field: 4 01$60 89 $1,6021 $5,0001$15,82 L New Field: 1289/162 New Field: 10036921001 W. WE New Field: 9501 New Field: 9331 NV4L DEED: 12890162 DATE RECORDED: 04/22/1998 PAGE: 0162 BOOK: 1289 e OWNER—ADDR: 313 ROWAN KK 1A 64 ROAD OWNER —CSZ: CLINTON, NC 28328 AREA: 1655844.22623 Free Printable Topo Maps - Instant Access to Topographic Maps � Page 1 of 5 Ll Digital-Topo-Maps.com - Topographic Maps Digital-Topo-Maps.com Home Terrain Navigator Aerial Photos National Geographic Topo DeLorme Topo USA Road Maps Instructions: 1) Zoom in to your location; 2) click the "MyTopo" button for topo maps )P© , f• r7oPo.,_,'rr, n rTO (TU ��1 5 i 7-9 Union Hal Cern117, .""V, "t-roPo.c 77 i 'g T - r- ^ Ef— - — --- - -- -Topo maps (c) MyTopo.com Location: 35.1708265,-78.516927 1 Browse and view USGS, Forest Service, Natural Resource Canada topo maps! Print from your computer: Landscape I Portrait Print link opens as a new .pdf window. Allow a few seconds to process. Note that the MyTopo U.S. map layer is the only one available for printing. 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P ti � 1� �•''`^a 1r/ � ``tip`? - f�..�i" _� �F '. lr'� � '"�'�; �"�� '.i �33., '1. ,. 'k b `AAu f�`*-.,.,�, a.% �s � � -.a �• t .+" d�uz `� (a/�:��'' A �c--^''`�. S;y� Orange s ji i 0 - 0.75 Mi Map provided by MyTopo.com 0 4000 Ft B.HUNT� NORTH CAROLINA DEPARTMENT OF ENVIRONMENT AND NATURAL RESOURCES DIVISION OF WATER QUALITY April 24, 1998 Eu, r Dr. Thomas Langdon 1 2 199 Sampson County Board of Education Sampson County Schools PO Box 439erV4y,b Clinton NC 28329 Subject: Classification of Water Pollution Control Systems Facility: Midway Middle School Permit #: WQ0014785 9 Mi County: Sampson Dear Dr. Langdon: The Water Pollution Control System Operators Certification Commission adopted -Rule 15A NCAC 8C . .0800, Classification of Spray Irrigation Systems, effective July 1; 1993. In order to ensure the proper operation and maintenance of these systems, this Rule requires that all facilities permitted for the spray irrigation of wastewater be classified as spray irrigation systems. If the subject spray irrigation system consists only of preliminary treatment, lagoons, septic tanks, pump tanks, pumps, grease traps or grease interceptors, oil/water separators, sand filters,,disinfection, and chemical treatment for nutrient or algae control and the spray irrigation of wastewater, no additional wastewater treatment classification is required. Wastewater treatment in excess of these components may be subject to rating under Rule 15A NCAC 8C .0002(b). The Water Pollution Control. System Operators Certification ,Commission hereby classifies the subject facility as a Spray Irrigation System effective May 31,, 1998. As required by Rule 15A NCAC .0202(b) and the subject permit, a certified, operator and back-up operator of the appropriate type must be designated for each classified system. Your system requires an Operator in . Responsible Charge (ORC) and back-up operator who hold valid spray irrigation certificates. If you have not already done so, please complete and return the enclosed designation form to this office by July 15, 1998. Failure to designate an appropriate operator in responsible charge and back-up operator is a violation of the permit issued for this system. A Spray Irrigation System Operators Training School is being offered May 19-21, 1998, at the McKimmon Center in Raleigh. The first certification examination offered after the training school' will be June 18, 1998. Enclosed is ,a brochure for the training school and an application for the certification examination. Thank you for your cooperation..- If you need assistance or have any questions concerning this requirement please call Beth Buffington at 91gn33-0026, ext. 313. Sincerely, Joseph B. McMinn, Supervisor Technical Assistance and Certification Unit bb/beth/sprayclassletters Water Quality Files WATER POLLUTION CONTROL SYSTEM OPERATORS CERTIFICATION, COMMISSION P.O.BOX 29535, RALEIGH, NORTH CAROLINA 27626-OS35 PHONE 919-733-0026 FAX-919-733-1338 AN EQUAL OPPORTUNITY /AFFIRMATIVE ACTION EMPLOYER - 50% RECYCLED/1 O% POST -CONSUMER PAPER DIVISION OF WATER QUALITY REVEVED April 21, 1998 MEMORANDUM F AYET I E��I L TO: Regional -Office Water Quality Supervisors C Ken-Averitte, FRO Bill Moore, WARD Linda Lewis, WIRO Beth Morton, WSRO - File FROM: Jeanette Powe SUBJECT: Revised State Stormwater Management Permit Application Form Attached is a copy of 'the revised application form. 'As discussed in the last regular meeting, the item numbering error has. been corrected. All forms sent out now should be the April 1998 version. Attachment R' State of North Carolina Department of Environment and Natural Resources Division of Water :Quality STORMWATER MANAGEMENT PERMIT APPLICATION FORM This form may be photocopied for use as an original I. GENERAL INFORMATION 1. Applicants name (specify the name of the corporation, individual, etc. who owns the project): J 2. Print Owner/Signing Official's name and title (the person who is legally responsible for the facility and its compliance): 3. Mailing Address for person listed in item 2 above: Cry State. -------:-.-Zip: Telephone Number. ( ) 4. Project Name (subdivision, facility, or establishment name - should be consistent with project name on plans, specifications, letters, operation and maintenance agreements, etc.): 5. Location of Facility (street address): City. copy; - 6. Directions to facility (from nearest major intersection):' 7. Latitude: Longitude: of facility 8. Contact person who can answer questions about the facility: Nance Telephone Number: ( 1 II. PERMIT INFORMATION: 1. Specify whether project is (check one): New Renewal Modification 2. If this application is being submitted as the result of a renewal or modification to an existing permit, list the a dsting permit number and its issue date (if known) Form SW-101 April 1998 Page 1 of 4 1 3. Specify the type of project (check one): -Low Density -High Density -Redevelop General Permit -Other 4. Additional Project Requirements (check applicable blanks): LAMA Major . _Sedimentation/Erosion Control 404 Permit III., PROJECT INFORMATION 1. In the space provided rovided below, summarize how stoirmwaiet will be treated. Also attach a detailed narrative (one to two pages) describing stormwater management for -the project. 2. Stbrmwater runoff from this project ,drains to the River basin. 3. Total Project Area: acres s 4. Project Built Upon Area:-%. 5. How many drainage basins does the project have? 6. Complete the following information for each drainage basin. If there are more than two drainage basins in the project, attach an additional sheet with• the information for each basin provided in the same format as below. M. Receiving Stream Name Receiving Stream Class 7- Drainage Basin Area Exis . tingIm ervious* Area Proposed Impervious*Area % Impervious* Area (total) On -site Buildings On -site Streets On -site Parking On' -site Sidewalks Other on -site I Off -site Total: areas, sidewalks, gravel areas, etc. 7. How was the off -site impervious area listed above derived? IV. DEED RESTRICTIONS AND PROTECTIVE COVENANTS Deed restrictions and protective covenants are required to be recorded for all low density projects and all subdivisions prior to the sale of any lot. Please see Attachment A for the specific items that must be recorded. Form SVX-101 April 1998 Page 2 of 4 By your signature below, you certify that the recorded deed restrictions and protective covenants for this project shall include all the items required by the permit, that the covenants will be binding on all parties and persons claiming under them, that they will run with the.land, that the required covenants cannot be changed or deleted without concurrence from the State, and that they will be recorded prior to the sale of any lot. V. AGENT AUTHORIZATION If you wish to designate submittal authority to another individual or firm so that they may provide information on your behalf, please complete this section: Designated agent (individual or firm): City. State• Zip: Phone: ( ) Fax ( ) VI. SUBMITTAL REQUIREMENTS This application package will not be accepted by the Division of Water Quality unless all of the applicable items are included with the submittal. Please indicate that you have provided the following required information by signing your initials in the space provided next to each item. Applicant's Initials • Original and one copy of the Stormwater Management Permit Application Form • One copy of the applicable Supplement Form(s) for each BMP (see Attachment A) • Permit application processing fee (see Attachment A) • Two copies of plans and specifications including: • Detailed narrative description of stormwater, treatment/management • Two copies of plans and specifications, including: - Development/Project name - Engineer and firm -Legend - North arrow - Scale - Revision number & date - Mean high water line - Dimensioned property/project boundary - Location map with named streets or NCSR numbers - Original contours, proposed contours, spot elevations, finished floor elevations - Details of roads, parking, cul-de-sacs, sidewalks, and curb and gutter - Wetlands delineated, or a note on plans that none exist - Existing drainage (including off -site), drainage easements, pipe sizes, runoff calculations - Drainage basins delineated - Vegetated buffers (where required) VII. APPLICANT'S CERTIFICATION I, (print or type name of person listed in General Information, item 2) certify that the information included on this permit application form is correct, that the project will be constructed in conformance with the approved plans, that the deed restrictions in accordance with Attachment A of this form will be recorded with all required permit conditions, and that to the best of my knowledge the proposed project complies with the requirements of 15A NCAC 2H .1000. Signature: Date. Title. Form SWU-101 April 1998 Page 3 of 4 ATTACHMENT A 1. Deed Restriction Language The following statements must be recorded for all low density projects and for all projects that involve the subdivision and selling of lots or outparcels: 1. No more than square feet of any lot, including that portion of the right-of-way between the edge of pavement and the front lot :line, shall be covered by impervious structures including asphalt, gravel, concrete, brick, stone, slate or similar material but not including wood decking or the surface of swimming pools. This covenant is intended to insure continued compliance.with the stormwater permit issued by the State of North Carolina. The covenant may not be changed or' . deleted without the consent of the State. 2. No one may fill in, pipe, or alter any roadside swale except as necessary to provide a minimum driveway crossing. NOTE: If lot sizes vary significantly, the owner/developer must provide an attachment listing each lot number, size and the allowable built -upon area for each lot. For commercial projects that have outparcels or future development the following statements must also be. recorded: 3. The connection from the outparcel or future area into the stormwater system must be made into the forebay such that short-circuiting of the system does not occur. 4. All. built -upon area from the outparcel or future development must be directed into the permitted stormwater control system. 5. Built -upon area in excess of the,permitted amount will require a permit modification prior to construction. For curb outlet systems, the following statement in addition to items 1 and 2 above must be recorded: 6. No one may pipe, fill in or alter any designated 100 foot long grassed swale used to meet the requirements of NCAC 2H .1008(g). 2.. Supplement Forms The applicable supplement form(s) listed below.must be submitted for each BMP specified for this project: Form SWU-102 Wet Detention Basin Supplement Form SWU-103 Infiltration Basin Supplement Form SWU-104 Low Density Supplement Form SWU-105 Curb Outlet System Supplement Form SWU-106 Off -Site System Supplement Form SWU-107 , Underground Infiltration Trench Supplement Form SWU-108 Neuse River Basin Nutrient Management Strategy Supplement 3. Permit Application Fees (check made payable to NCDENR and submitted to the appropriate Regional Office) Type of Permit Low Density High Density Other Director's Certification General Permit New, Modification, or Late Renewal $225 $385 $225 $350 $50 Timely Renewal Without Modification n/a $225 n/a n/a n/a Form SWU-101 April 1998 Page 4 of 4 State of North Carolina Department of Environment and Natural Resources Division of Water Quality James B. Hunt, Jr., Governor Wayne McDevitt, Secretary A. Preston Howard, Jr., P.E., Director April 16, 1998 Dr, Thomas Langdon Sampson County Board of Education Sampson County Schools PO Box 439 Clinton, NC 28329 Dear Dr. Langdon: -NCDENR NORTH CAROLINA DEPARTMENT OF ENVIRONMENT AND NATURAL RE50URGE5 Subject: Permit No WQ0014785 Sampson County Board of Education Midway Middle School Wastewater Drip Irrigation Sampson County In accordance with your application received December 12, 1997 we are forwarding herewith Permit No. WQ0014785 dated April 13, 1998 to Sampson County Board of Education for the construction and operation of the subject wastewater treatment and drip irrigation facilities. This permit shall be effective from the date of issuance until March 31, 2003, and shall be subject to the conditions and limitations as specified therein. Please pay particular attention to the monitoring requirements in this permit. Failure to establish an adequate system for collecting and maintaining the required operational information will result in future compliance problems. If any parts, requirements, or limitations contained in this permit are unacceptable, you have the right to request an adjudicatory hearing upon written request within thirty (30) days following receipt of this permit. 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, P.O. Drawer 27447, Raleigh, NC 27611-7447. Unless such demands are made this permit shall be final and binding. One set of approved plans and specifications is being forwarded to you. If you need additional information concerning this matter, please contact Sue Homewood at (919) 733-5083 extension 502. Sincerely,, A. Preston Howard, Jr., P.E. cc: Sampson County Health Department The Wooten Company Fayetteville Regional Office, Water Quality Section Fayetteville Regional Office, Groundwater Section Bob Cheek, Groundwater Section, Central Office Technical Assistance and Certification Unit Non -Discharge Compliance/Enforcement Unit PO Box 29535, Raleigh, North Carolina 27626-0535 An Equal Opportunity Affirmative Action Employer Telephone (919) 733-5083 Fax (919) 733-0719 50% recycled/10% post -consumer paper NORTH CAROLINA ENVIRONMENTAL MANAGEMENT COMMISSION DEPARTMENT OF ENVIRONMENT AND NATURAL RESOURCES RALEIGH DRIP IRRIGATION SYSTEM PERMIT In accordance with the provisions of Article 21 of Chapter 143, General Statutes of North Carolina as amended, and other applicable Laws, Rules, and Regulations PERMISSION IS HEREBY GRANTED TO Sampson County Board of Education Sampson County FOR THE construction and operation of a 10,000 GPD drip irrigation treatment and disposal facility consisting of approximately 470 linear feet of eight inch gravity sewer, a 90 GPM pump station with dual pumps, high water alarms, telemetry system, and approximately 1480 linear feet of four inch force main, a manually cleaned bar screen, a 1.2 million gallon waste stabilization and storage lagoon, dual 100 gpm irrigation pumps, disc filters, flow meter, ultraviolet disinfection, and a 151,530 square foot drip irrigation area divided into eight zones to serve Midway Middle School, with no discharge of wastes to the surface waters, pursuant to the application received December 12, 1997 and in conformity with the project plan, specifications, and other supporting data subsequently filed and approved by the Department of Environment and Natural Resources and considered a part of this permit. This permit shall be effective from the date of issuance until March 31, 2003, and shall be subject to the following specified conditions and limitations: PERFORMANCE STANDARDS Upon completion of construction and prior to operation of this permitted facility, a certification must be received from a professional engineer certifying that the permitted facility has been installed in accordance with this permit, the approved plans and specifications, and other supporting materials. Lf this 12rQject is to be_cgmplete�in phases and partially certified, you shall retain the responsibility t track further construction approved under the same permit, and shall provide •a final certificate o completion once the entir roject has been completed. Mail the Certification to the Non -Discharge Permitting Unit, P.O, Box 29535, Raleigh, NC 27626-0535, 2, The Fayetteville Regional Office, telephone number 910-486-1541 shall be notified at least forty-eight (48) hours in advance of operation of the installed facilities so that an in -place inspection can be made. Such notification to the regional supervisor shall be made during the normal office hours from 8:00 a.m. until 5:00 p.m. on Monday through Friday, excluding State Holidays. 3. The drip irrigation facilities shall be effectively maintained and operated at all times so that there is no discharge to the surface waters, nor any contamination of ground waters which will render them unsatisfactory for normal use. In the event that the facilities fail to perform satisfactorily, including the creation of nuisance conditions or failure of the irrigation area to adequately assimilate the wastewater, the Permittee shall take immediate corrective actions including those actions that may be required by the Division of Water Quality (Division), such as the construction of additional or replacement wastewater treatment and disposal facilities. 4. The issuance of this permit shall not relieve the Permuttee of the responsibility for damages to surface or groundwaters resulting from the operation of this facility. The residuals generated from these treatment facilities must be disposed in accordance with General Statute 143-215.1 and in a manner approved by the Division. 6. Diversion or bypassing of the untreated wastewater from the treatment facilities is prohibited, T The following buffers shall be maintained: a) 100 feet between wetted area and any residence or places of public assembly under separate ownership, b) 50 feet between wetted area and property lines, c) 100 feet between wetted area and wells, d) 50 feet between wetted area and drainageways or surface water bodies, e) 50 feet between wetted area and public right of ways, f) 100 feet between wastewater treatment units and wells, and g) 50 feet between wastewater treatment units and property lines. IL OPERATION AND MAINTENANCE REOUIREMENTS 1. The facilities shall be properly maintained and operated at all times. 2. Upon classification of the facility by the Water Pollution Control System Operators Certification Commission (WPCSOCC), the Permittee shall employ a certified wastewater treatment plant operator to be in responsible charge (ORC) of the wastewater treatment facilities. The operator must hold a certificate of the type and grade at least equivalent to or greater than the classification assigned to the wastewater treatment facilities by the WPCSOCC. The Permittee must also employ a certified back-up operator of the appropriate type and grade to comply with the conditions of 15A NCAC 8A .0202, The ORC of the facility must visit each Class I facility at least weekly and each Class II, III, and IV facility at least daily, excluding weekends and holidays, and must properly manage and document daily operation and maintenance of the facility and must comply with all other conditions of 15A NCAC 8A .0202 Once the facility is classified, the Permittee must submit a letter to the WPCSOCC which designates the operator in responsible charge within thirty days after the wastewater treatment facilities are 50% complete. A suitable vegetative cover of Fescue and Pensacola Bahiagrass shall be maintained. 4. Irrigation shall not be performed during inclement weather or when the ground is in a condition that will cause runoff. Adequate measures shall be taken to prevent wastewater runoff from the drip irrigation field. The facilities shall be effectively maintained and operated as a non -discharge system to prevent the discharge of any wastewater resulting from the operation of this facility, The application rate shall not exceed a cumulative loading of 39.0 inches over any twelve (12) month period at an instantaneous application rate not to exceed 0.16 inches per hour. 8. No type of wastewater other than that from Midway Middle School shall be disposed onto the drip irrigation area. 9. No traffic or equipment shall be allowed on the disposal area except while installation occurs or while normal maintenance is being performed. 10. Public access to the land application sites shall be controIIed during active site use. Such controls may include the posting of signs showing the activities being conducted at each site, 11. Freeboard in the waste stabilization and storage lagoon shall not be less than two feet at any time. 2 III 12. A waste-Ievel gauge to monitor waste levels shall be installed in the lagoon. This gauge shall have readily visible permanent markings indicating the maximum liquid level at the top of the temporary liquid storage volume, the minimum liquid level at the bottom of the temporary liquid storage volume, and the top of dam elevations. Caution must be taken not to damage the integrity of the liner when installing the gauge. MONITORING AND REPORTING REQUIREMENTS 1. Any monitoring (including groundwater, surface water, soil or plant tissue analyses) deemed necessary by the Division to insure surface and ground water protection will be established and an acceptable sampling reporting schedule shall be followed. 2. Adequate records shall be maintained by the Permittee tracking the amount of wastewater disposed. These records shall include, but are not necessarily limited to, the following information: a. date of irrigation, b. volume of wastewater irrigated, c. field irrigated, d. length of time field is irrigated, e. continuous weekly, monthly, and year-to-date hydraulic (inches/acre) loadings for each field, f. weather conditions, and g. maintenance of cover crops. h. groundwater levels monthly during November, December, January, February, March and April. The effluent from the subject facilities shall be monitored by the Permittee at the point prior to irrigation every March, July, and November for the following parameters: BOD5 TSS Fecal Coliform pH NH3 as N 4. Three (3) copies of all operation and disposal records (as specified in condition III 2) on Form NDAR- 1 shall be submitted on or before the last day of the following month. Three (3) copies of all effluent monitoring data (as specified in condition 111 3) on Form NDMR-I shall be submitted on or before the last day of April, August, and December. All information shall be submitted to the following address: NC Division of Water Quality Water Quality Section Non -Discharge Compliance/Enforcement Unit Post Office Box 29535 Raleigh, North Carolina 27626-0535 5. A representative annual soils analysis (Standard Soil Fertility Analysis) shall be conducted on each drip irrigation field and the results maintained on file by the Permittee for a minimum of five years. The Standard Soil Fertility Analysis shall include, but is not necessarily limited to, the following parameters: Acidity Manganese Potassium Calcium Percent Humic Matter Sodium Copper pH Zinc Magnesium Phosphorus Cation Exchange Capacity Base Saturation (by calculation) 6. Noncompliance Notification: The Permittee shall report by telephone to the Fayetteville Regional Office, telephone number 910-486- 1541, as soon as possible, but in no case more than 24 hours or on the next working day following the occurrence or first knowledge of the occurrence of any of the following: a. Any occurrence at the wastewater treatment facility which results in the treatment of significant amounts of wastes which are abnormal in quantity or characteristic, such as the dumping of the contents of a sludge digester; the known passage of a slug of hazardous substance through the facility; or any other unusual circumstances. b. Any process unit failure, due to known or unknown reasons, that render the facility incapable of adequate wastewater treatment such as mechanical or electrical failures of pumps, aerators, compressors, etc. c. Any failure of a pumping station, sewer line, or treatment facility resulting in a by-pass directly to receiving waters without treatment of all or any portion of the influent to such station or facility. d. Any time that self -monitoring information indicates that the facility has gone out of compliance with its permit limitations. Persons reporting such occurrences by telephone shall also file a written report in letter form within five (5) days following first knowledge of the occurrence. This report must outline the actions taken or proposed to be taken to ensure that the problem does not recur. IV. GROUNDWATER REQUIREMENTS Prior to beginning waste disposal operations, two (2) monitor wells, one (1) upgradient and one (1) downgradlent, shall be installed to monitor groundwater quality. The well(s) shall be constructed such that the water level in the well is never above or below the screened (open) portion of the well at any time during the year. The general location and name for each well is marked on Attachment A. Each monitoring well shall be located at the review boundary, constructed in accordance with this permit, and approved by the Fayetteville Regional Office. 2. Monitor wells shall be sampled initially after construction (and prior to waste disposal operations) and thereafter every March, July, and November for the following parameters: Water Level pH Chlorides Total Dissolved Solids (TDS) Fecal Coliforms Total Organic Carbon (TOC) Nitrate (NO3-N) Ammonia Nitrogen Total Phosphorous Volatile Organic Compounds (VOC) in November only- by one of the following methods: (A) Standard Method 6230D, PQL at 0.5 ug/L or less (B) Standard Method 6210D, PQL at 0.5 ug/L or less (C) EPA Method 8021, Low Concentration, PQL at 0.5 ug/L or less (D) EPA Method 8260, Low Concentration, PQL at 0.5 ug/L or less (E) Another method with prior approval by the Groundwater Section Chief Any method used must meet the following qualifications: (1) A laboratory must be DWQ certified to run any method used. (2) The method used must, at a minimum, include all the constituents listed in Table V111 of Standard Method 6230D. (3) The method used must provided a PQL at 0.5 ug/L or less which must be supported by laboratory proficiency studies as required by the DWQ Laboratory Certification Unit, Any constituents detected above the MDL but below the PQL at 0.5 ug/L must be qualified (estimated) and reported. 4 If any volatile organic compounds are detected by the methods listed, then the Fayetteville Regional Office Groundwater Supervisor, telephone number 910-486-1541 must be contacted immediately for further instructions regarding any additional follow-up analyses required. The results of all initial and follow-up analyses must be submitted simultaneously. The measurement of water levels must be made prior to sampling for the remaining parameters. The depth to water in each well shall be measured from the surveyed point on the top of the casing. The measuring points (top of well casing) of all monitoring wells shall be surveyed to provide the relative elevation of the measuring point for each monitoring well. If TOC concentrations greater than 10 mg/l are detected in any downgradient monitoring well, additional sampling and analysis must be conducted to identify the individual constituents comprising this TOC concentration. If the TOC concentration as measured in the background monitor well exceeds 10 mg/l, this concentration will be taken to represent the naturally occurring TOC concentration. Any exceedances of this naturally occurring TOC concentration in the downgradient wells shall be subject to the additional sampling and analysis as described above. The results of the sampling and analysis must be received on Form OW-59 (Groundwater Quality Monitoring; Compliance Report Form) by the Groundwater Section, Permits and Compliance Unit, P.Q, Box 29578 Raleigh, N.C. 27626-0578 on or before the last working day of the month following the sampling month. 3, Any additional groundwater quality monitoring, as deemed necessary by the Division, shall be provided 4. The COMPLIANCE BOUNDARY for the disposal system is specified by regulations in 15A NCAC 2L, Groundwater Classifications and Standards. The Compliance Boundary is for the disposal system constructed after December 31, 1983 is established at either (1) 250 feet from the waste disposal area, or (2) 50 feet within the property boundary, whichever is closest to the waste disposal area. An exceedance of Groundwater Quality Standards at or beyond the Compliance Boundary is subject to immediate remediation action in addition to the penalty provisions applicable under General Statute 143-215.6A(a)(1). In accordance with 15A NCAC 2L, a REVIEW BOUNDARY is established around the disposal systems midway between the Compliance Boundary and the perimeter of the waste disposal area. Any exceedance of standards at the Review Boundary shall require remediation action on the part of the permittee. 5. All wells that are constructed for purposes of groundwater monitoring shall be constructed in accordance with 15A NCAC 2C .0108 (Standards of Construction for Wells Other than Water Supply) and any other state and local laws and regulations pertaining to well construction. 6. The Fayetteville Regional Office, telephone number 910486-1541 shall be notified at least forty-eight (48) hours prior to the construction of any monitoring well so that an inspection can be made of the monitoring well location. Such notification to the regional groundwater supervisor shall be made during the normal office hours from 8:00 a.m. until 5:00 p.m. on Monday through Friday, excluding state holidays. 7. Within sixty (60) days of completion of 0 monitoring wells, the permittee shall submit two original copies of a scaled topographic map (scale no greater than I": 100') signed and sealed by a professional engineer or a state licensed land surveyor that indicates all of the following information; a. the location and identity of each monitoring well, b. the location of the waste disposal system, c. the location of all property boundaries, d. the latitude and longitude of the established horizontal control monument, 5 e. the relative elevation of the top of the well casing (which shall be known as the "measuring point"), and f. the depth of water below the measuring point at the time the measuring point is established. The survey shall be conducted using approved practices outlined in North Carolina General Statutes Chapter 89C and the North Carolina Administrative Code Title 21, Chapter 56. The surveyor shall establish a horizontal control monument on the property of the waste disposal system and determine the latitude and longitude of this horizontal control monument to a horizontal positional accuracy of fl- 10 feet. All other features listed in a. through e. above shall be surveyed relative to this horizontal control monument. The positional accuracy of features listed in a. through e. above shall have a ratio of precision not to exceed an error of closure of 1 foot per 10,000 feet of perimeter of the survey. Any features located by the radial method will be located from a minimum of two points. Horizontal control monument shall be installed in such a manner and made of such materials that the monument will not be destroyed due to activities that may take place on the property. The map shall also be surveyed using the North American Datum of 1983 coordinate system and shall indicate the datum on the map. All bearings or azimuths shall be based on either the true or NAD 83 grid meridian. If a Global Positioning System (GPS) is used to determine the latitude and longitude of the horizontal control monument, a GPS receiver that has the capability to perform differential GPS shall be used and all data collected by the GPS receiver will be differentially corrected. The maps and any supporting documentation shall be sent to the Permits and Compliance Unit, Groundwater Section, P.O. Box 29578, Raleigh, NC, 27626-0578, 8. Within thirty (30) days of completion of all well construction activities, a certification must be received from a professional engineer certifying that the monitoring wells are located and constructed in accordance with the Well Construction Standards (15A NCAC 2C) and this permit. This certification should be submitted with copies of the Well Completion Form (GW-1) for each well. Mail this certification and the associated GW-I forms to the Permits and Compliance Unit, Groundwater Section, P.O. Box 29578, Raleigh, NC, 27626-0578. 9. For the initial sampling of the well as specified elsewhere in the permit, the perminee shall submit a copy of the GW-1 Form (Weil Completion Form) with the Compliance Monitoring Form (GW-59) for that well. Compliance Monitoring Forms that do not include copies of the GW-1 form will be returned to the permittee without being processed. Failure to submit these forms as rewired by this permit may result in the initiation of enforcement activities pursuant to NC General Statutes 143-215.6. 10. The interior surfaces of the lagoon shall be completely lined with a 60-mil thick liner. Following installation and inspection of the lagoon liner, and prior to waste disposal operations, certification of the liner's compliance with approved construction specifications and the liner's integrity must be provided to the Permits and Compliance Unit, Groundwater Section, P.O. Box 29578, Raleigh, NC, 27626-0578, by the project engineer. V. INSPECTIONS Adequate inspection, maintenance, and cleaning shall be provided by the Permittee to insure proper operation of the subject facilities. 2. The Permittee or his designee shall inspect the wastewater treatment and disposal facilities to prevent malfunctions and deterioration, operator errors and discharges which may cause or lead to the release of wastes to the environment, a threat to human health, or a nuisance. The Permittee shall keep an inspection log or summary including at least the date and time of inspection, observations made, and any maintenance, repairs, or corrective actions taken by the Permittee. This log of inspections shall be maintained by the Permittee for a period of three years from the date of the inspection and shall be made available upon request to the Division or other permitting authority. 0 Any duly authorized officer, employee, or representative of the Division may, upon presentation of credentials, enter and inspect any property, premises or place on or related to the disposal site or facility at any reasonable time for the purpose of determining compliance with this permit; may inspect or copy any records that must be maintained under the terms and conditions of this permit, and may obtain samples of groundwater, surface water, or leachate. VI. GENERAL CONDITIONS This permit shall become voidable unless the facilities are constructed in accordance with the conditions of this permit, the approved plans and specifications, and other supporting data. 2. This permit is effective only with respect to the nature and volume of wastes described in the application and other supporting data. 3. This permit is not transferable. In the event there is a desire for the facilities to change ownership, or there is a name change of the Permittee, a formal permit request must be submitted to the Division accompanied by an application fee, documentation from the parties involved, and other supporting materials as may be appropriate. The approval of this request will be considered on its merits and may or may not be approved. 4. Failure to abide by the conditions and limitations contained in this permit may subject the Permittee to an enforcement action by the Division in accordance with North Carolina General Statute 143-215.6A to 143-215.6C. The issuance of this permit does not preclude the Permittee from complying with any and all statutes, rules, regulations, or ordinances which may be imposed by other government agencies (local, state, and federal) which have jurisdiction. 6. A set of approved plans and specifications for the subject project must be retained by the Permittee for the life of the project. 7. The annual administering and compliance fee must be paid by the Permittee within thirty (30) days after being billed by the Division. Failure to pay the fee accordingly may cause the Division to initiate action to revoke this permit as specified by 15A NCAC 2H .0205 (c)(4). 8. The Permittee, at least six (6) months prior to the expiration of this permit, shall request its extension. Upon receipt of the request, the Commission will review the adequacy of the facilities described therein, and if warranted, will extend the permit for such period of time and under such conditions and limitations as it may deem appropriate. Permit issued this the sixteenth day of April, 1998 NORTH C , OLINA ENVIRONMENTAL MANAGEMENT COMMISSION J - A. Preston Howard, Jr., P.E., Director Division of Water Quality By Authority of the Environmental Management Commission Permit Number WQ0014785 7 Permit No. WQ0014785 Sampson County Board of Education ENGINEER'S CERTIFICATION Partial Final I, as a duly registered Professional Engineer in the State of North Carolina, having been authorized to observe (periodically, weekly, full time) the construction of the project, Project Name Location and County for the Permittee hereby state that, to the best of my abilities, due care and diligence was used in the observation of the construction such that the construction was observed to be built within substantial compliance and intent of this permit, the approved plans and specifications, and other supporting materials. Signature Date Registration No. .F! r 1 j� i • G l96" � 1 �ccem . tem Roberts Grave \� - _ '',/ � • a •� 79 _— i•' . � � Union HD] rr Ch �' 1 197 ` � •' ;a;7` n II � �t s u II r 175 I5 fl • - ' If !81.-.-- 11 n � Cem? u 169 x/72 1 - p184 wi l ' ' Looko ••Nr7S:Ce61466 f63 r r/'75IV S y,I36' 17, C1 Old Mill' Ch Cem`: �. o 3e e. 58 II / '•i r""'x //ff 1002 ,ter - • � -- - �� r, _ `� - " �^ -. 7 � _. _ _ _ -�.. _ o� +ass �� 179� em c - _.� Orange - - C,°�d=-_ '23 3213VI ;�S.4i fiViHiiF3('a ro li'i/, '25 7260 INTERIOR —GEOLOGICAL SURVEY. RE7TON,VII GINIA—I•]] 78`. ^ ROAD CLASSIFICATION .�orP�rie t f'molds t �ou�urY�on \ 1 \ �•� Q \ f - - fi�D✓f C Eris f f Sampson Co. $oard of Education Midway Middle School WQ 0014785 a sa t a zao SCALE : V - 1001 - ��711 \ AC�Q��i�1en� RATING SCALE FOR CLASSIFICATION OF WATER POLLUTION CONTROL SYSTEMS Name of Facility: rn 111 L,�- r� c— Owner or Contact Person:._--T-->-;,- _ \ Mailing Address: P>r� '�-� g C��— ` z g 3 Z 9 _ County: 5 Telephone: Present Classification: /N�iZ New Facility Existing Facility NPDES Per. No. NC00 Nondisc. Per. No.WQ col � 79 Health Dept.Per No. Rated by: Telephone: 9v-�/-F Date: Z Reviewed by: Health Dept. Telephone: Regional Office Central Office ORC: Grade: _ Check Classification(s): Subsurface Spray Wastewater Classification: (Circle One) 1 II ill Telephone: Telephone: Telephone: Irrigation Land Application IV Total Points: •► :.►I a� :� � : 1 � ��N:L� �yl: �:a•S� lam► �.: •w L•ar 1111A ! 1: ZFMA 1z►.1 ;�: 1■I is "i•� � i..: 6!• � JI. :a.. 1�.� �•r .71►. �► • JI. :►. SUBSURFACE CLASS FICATiON (deck all units that apply) 1, septic tanks 2. pump tanks 3. siphon or pump -dosing systems 4. sand filters 5. grease trap/interceptor 6. oil/water separators 7, _ gravity subsurface treatment and disposal: 9. pressure subsurface treatment and disposal: SPRAY IRRIGATION CLASSIFICATION (check all units that apply) 1, preliminary treatment (definition no. 32 } 2. lagoons 3. septic tanks 4. pump tanks 5. pumps 6. sand filters 7 'grease trapAnterceptor S. oillwater separators 9`disinfection 10. chemica] addition for nutrient/algae control 11. !E[!' rrigation of wastewater In addition to ,the above classifications, pretreatment of wastewater In excess of these components shalt be rated using the point rating system and will require an operator with an appropriate dual certification. LAND APPLICATION/RESIDUALS CLASSIFICATION (Applies only to permit holder) 1. Land application of biosolids, residuals or contaminated soils on a designated site. WASTEWATER TREATMENT FACUT"Y CLASSIFICATION The following systems shall be assigned a Class t classification, unl,esn the flow is of a significant quantity or the technology is unusually complex, to require consideration by the Commission on a case -by -case basis: (Check K Appropriate) 1. Mwaler Separator Systems consisting only of physical separation, pumps and disposal; 2. Septic Tank/Sand Filter Systems consisting only of septic tanks, dosing apparatus, pumps,sand filters, disinfection and direct discharge; 3. Lagoon Systems consisting only of preliminary treatment, lagoons, pumps, disinfection, necessary chemical treatment for algae or nutrient control, and direct discharge; F 4. Ciosed-loop Recycle Systems; 5. Groundwaler Remediation Systems consisting only of olVwater separators, pumps, air -stripping, carbon adsorption, disinfection and dispo 7zJ; 6. Aquacuiture operations with discharge to surface waters; 7. Water Plant sludge handling and back -wash water treatment; 8. Seafood processing consisting of screening and disposal. 9. Single-family discharging systems, with the exception of Aerobic Treatment Units, will be classified ff permitted after July 1, 1993 or if upon inspection by the Division, it is found that the system W not being adequately operated of maintained. Such systems will be notified of the classification or reclassification by the Commission, in writing, i / MEMORANDUM WdotenR-ECE,,IV'E- Company TO: Ms. Sue Homewood ® NCDENR - Division of Water Quality MAR .1 3 11998 PO Box 29535 Engineering Raleigh, NC 27626-OS Planning FROM: Dan K. Boone, P.E. ,,,/&. Architecture RE: Midway Middle School Sampson County, North Carolina TWC No. 2448 DATE: March 4, 1998 This memorandum is in response to your memorandum of March 2, 1998 regarding -- the comments after conducting the preliminary review of the project. Our response 120 N. Boylan Avenue will be in the order as presented in your memorandum. Raleigh, NO 27603 1. It is proposed that tall Fescue and Pensacola Bahiagrass be planted on the fields initially. Attached is a copy of the planting requirements. 2. A profile of the gravity sewer and force main are submitted herewith. 919-828-0531 3 . ' Attached is a copy of the specification sheet on the GSEHDPE liner. The liner Fax:919-834-3589 will be,a 60m thick liner. The estimated permeability of the liner is 4.05 x 10-18 centimeters per'second. 4. The pump station elevation schedule has been filled out and is attached. Part III - Other Pertinent Information: No comments. Part V - Evaluation and Recommendation 1. No rest room facilities are provided on the athletic fields. 2.- The pump elevation -schedule is complete and attached. 3. The influent pipe enters the lagoon at the one-third point along the longitudinal axes. This is to provide better mixing under normal operating conditions. 4. The system is conservatively designed and should not prove to be a problem, however, if it appears to be the need for additional application area, the school board will make it available on their property or on adjacent properties. 5. There is no grading to be done in the area of the application field. Accordingly, Since 1936 the construction traffic should be light, however, we will require that the contractor use light equipment on the application field. DKB/al ; Attachments 4c I Yn Averette FayettevilleK gional-0ff ce-DEN_ f February 2j, 1908 MEMORANDUM To: Kim Colson, RE.,. Supervisor_ - State Permits Group = -and- Sue Homewood Review Engineer From:.Ken Averitt Fayetteville Regional ffice Subject: WQ @-U Sam somCounty Board of-'Educat onfo� . I Nli�dway,Nlid'dle & o`_o . near Spivey's-Comer, Sampson County Please find attached the staff report and recommendations of the Fayetteville, Regional Office concerning the subject permit application. If additional information or clarification is required, please advise.'- KLA/ka attachment To: Permits and Engineering Unit Water Quality Section Attention: Sue Homewood Date: February.:23, 1998 NON -DISCHARGE STAFF REPORT AND RECOMMENDATION COUNTY: Sampson Permit,No. WQ0014785 PART I - GENERAL INFORMATION 1. ."Facility and Address: Sampson County Board of Education for Midway Middle School P.O. Box 439 Clinton, NC 28329 2. 3. A. Date of Investigation: Report Prepared by: February 10, 1998 Ken Averitte FRO Persons Contacted and Telephone Number: Tonya Mills, EIT The Wooten Company 910-828-0531 5. Directions to Site: The site is located in the northeast corner of the intersection of State Roads 1473 and 1477. The waste application site is located on the highest elevation of the property, just west of the natural gas pipeline. 6. Size (land available for expansion and upgrading):The entire site. includes *approx. .40-45 acres. The waste lagoon and land application area includes an estimated 10-12 acres. 7. Topography (relationship to 100 year flood plain included):' Most of the site is fairly flat. The land application area is situated on the rim of a Carolina Bay,'with very gentle slopes. Attach a U.S.G.S. map extract and indicate facility site. U.S.G.S. Quad No.: G 24 NE Latitude: 350 10 T 00" U.S.G.S. Quad Name: Mingo Longitude: 780 311 38" 8. Any buffer conflicts with location of nearest dwelling and water supply well? Yes No x If Yes, explain: 9. Watershed.Stream Basin,Information: a. Watershed Classifications B-Swamp b. River Basin,,and Subbasin No. 030619°, C. Distance to surface water from disposal- system.: A,large drainage -canal is approx. 300' from the lagoon. Part'II - DESCRIPTION OF WASTES AND TREATMENT WORKS 1. a. :Volume : 01, MGD.{Design'Capacity) Residuals: tons per year b. Types and quantities'of industrial wastewater:.N/A c. Pretreatment Program (POTWs only): N/A_ in'development approved should be required not needed' 2. Treatment Facilities a. What is the current permitted capacity pf the facility? N/A b. What .is the actual" treatment capacity of the current facility (design volume)? N/A (proposed) C. Please provide a description of existing or. substantially constructed wastewater treatment 'facilities: N/A (Proposed.) d.Please provide a'<description,of.proposed wastewater treatment facilities: The proposed sewer,.collection system includes approximately- 476 ft.of 8 PVC_ sewer line and, ''four manholes, and a duplex pumping station discharging through, either a.6",ducti'le iron or. 4" PVC force main'.. (This question is yet to be resolved), Collected waste is then _pumped. to a HDPE lined 'stora-ge lagoon.. Plans indicate a structure with a -bar screen on the dike of'. the lagoon, : at which point. waste flows_: by gravity- into. -a subsurface discharge pipe,,. with an outlet approximately l/3 down the length of'the lagoon. The average working,capacity of the lagoon-is.estimated at over 500,000 gallons,-or"150+ days of treatment and storage at design flow. There is additional capacity above the normal operating level. Waste is withdrawn Non-Discharge.Permit Staff Report. Version 10/k Page 2 -from the lagoon' by two pumps, with each pump having an, individual supply. line coming from "the- lagoon. These pumps are'part of .a -packaged automated, system ..designed by Perc-Rite, designated as 'a,' Model:5.0. Included 'with. the -supply pumps are three automatic back flushing disc, filters, one, manual` back flush 'disc filter, flow metering equipment, and a computer processor to. monitor and activate the system: Following, the actual pumping/filtering package there is a six`tube UV light disinfection unit. (This may. be modified to -an. eight tube system prior to installation per John Harmon;. consultant for-Perc-Rite.) After disinfection, treated waste is routed,.to.a "surface" drip. irrigation network for distribution over approximately 3.44 acres of application site. This -network- is equipped with a system of..automatic flush valves- which permit high velocity flows within the distribution.system,�,scouring the lines and returning the water to the treatment and storage.lagoon. 3. Residuals:handling and utilization/disposal -scheme: The issue of 'residuals handling has not been addressed. Whenever solids removal becomes necessary, the permittee will be required to comply _.with the current sludge disposal requirements. a. If Residuals are being land -applied, please specify DWQ permit no. N/A' Residual Contractor. Telephone Number: b.- Residuals -stabilization: PSRP N/A P`FRP N/A- Other N/A - c. Landfill:- N/A d. Other disposal/utilization scheme (Specify): 4. Treatment plant classification (attach completed rating "sheet): "Spray Irr.igation" 5. SIC Code (s) : 8215 ' Wastewater. Codes) of actual wastewater, not particular facilities i.e.-, non -contact cooling water discharge from a metal plating company would be 14,,''not 56. Primary 03 Secondary -- Main Treatment Unit Code: 30200 Non -Discharge Permit Staff Report Version 10/92 Page 3 PART III - OTHER PERTINENT.INFORMATION 1. Is this facility.being constructed with Construction Grant Funds '(municipals only)?. No 2. , Special monitoring requests: None 3. Important SOC,. JOC -or Compliance Schedule dates (please indicate): NONE Date Submission of Plans and Specifications n a -Begin Construction. n a Complete"Construction n a 4. Other Special ,'Items: -Soils on this site have., been evaluated by Vincent Lewis- of Soil and Water 'Conservation. He .has indicated -that a waste application rate of .75 inches/week is' acceptable for this site. However, he has expressed concern . about the use,of coastal bermuda as a cover crop. .During his field visit, he suggested -the -use of .evergr,een shrubs rather than a grass cover crop. Since the limiting`factor'to this site is. -,likely the hydraulic -loading; either cover should be acceptable: However,- a grass cover -would, probably -require. overseeding during the dormant season for coastal bermuda. PART IV - EVALUATION AND RECONQENDATIONS It is the opinion -of the -Fayetteville Regional.. Office that the proposed waste receiver .site for Midway Middle.School is well suited . for' a• .surface, drip. system at the- design flow of up -to' 10,000 gpd: The plans as submitted .leave several questions -unanswered.:- Specifically, these are: 1. Will restroom facilities, be'provided at the athletic fields2 . There is no mention of this in the design notes or on-the'plans. : 2. What is..the pumping routine for the lift station? The schedule on' the plans - is 'blank. 3. Is there any particular reason for thedesign of the influent line into the treatment/storage lagoon?.,Although the.,,. proposed arrangement may work fine, it seems to increase the opportunity, for the creation of line clogging problems,- which would no, doubt result in an overflow at the influent barscreen structure: This arrangement also cuts off a third of the distance (and treatment) between the influent -and effluent structures. Non-Discharge.Permit Staff Report Version 10/92 Page 4 4. Hopefully, this system will work satisfactorily for many years to come. However, should problems be encountered, what option does the School Board have in the way .of alternative application area? I realize this is not typically addressed in surface application systems, but this is a "first" for this type system in the Fayetteville Region. 5. What measures will be taken by the grading contractors to protect the application area from. any significant modifications? This is a good site with suitable soils and positive drainage. Heavy equipment traffic, excavation, or significant changes in grade could have negative impacts on the 'receiver site. This area should be subjected to nothing other than light finish grading. Given the suitability of the site for'the type and size of system proposed, it is the recommendation of this office that a permit be issued for construction and operation of this facility. after satisfactory review by the State Engineering -Review Group. However, this recommendation is contingent upon the applicant's satisfactory response to the five questions mentioned above. Signatuye of Report Preparer Water Qua-vlity"Regional Supervisor Date Non -Discharge Permit Staff Report Version 10/92 .Page 5 op 110 / r 1474 \ - , /94 1 - \ ::Cemhem J - 1456' /r 1473 71 182 a �= Roberta Grove` r / . 3e • i _ Ch 1 i ,' �' o / it It `�. It 179 200 - -�•.. i r Union H111 It o i.�Cem Cem:: 1 \ 11 •� II I' tea\ 71 o u _. 14I7 - 1 � li Sec It it It IL II 175 � 11 II • '' II 181 it �' - -� II`' % -t�� -- 0 •t Cem;: r1 _ - �:; ` It 185 1477 175 1463 X172 14691 38( 181 175 T _4a � :Cem _,.ij' r� Q y`-_ — L�� . Looko �/ ' : 1468 \` ,'' 3e9 14 L 17 66 i 14 1471 150 ' • ' 75 146 1 .176 _ 1470 ' Old M111°oir46 Ch =t..:. _ - �` `�.� _ %1, .r C �e..`� 3e9; 1454 56 1465 1002 r�s Qgm1455 em 475 Orange 3890 '23 32'30' SALEMBURG 10 MI. 725 • INTERIOR —GEOLOGICAL SURVEY. RESTON, VIRGINIA-1277 35 726 72700010E 78°30' RATING SCALE FOR CLASSIFICATION OF WATER POLLUTION CONTROL SYSTEMS 'Name a Owner c Mailing, , County: Telephone: -Present Classification: New Facility Existing Facility. NPDES Per. No. NCOO Nondisc., Per. N o.WQ-e�'Z 2�Z— Health Dept.Per No. Rated by: �Telephone: Date' Z - Reviewed by: —Health Dept. Telephone: —Regional Office Telephone: ----�Central Office Telephone: ORC- _Grade: Telephone: Check. Classification (s): Subsurface Spray, Irrigation 'Land Application -wastewater Classification: (.Circle, One) I II III IV Total Points: -- - ------- F�', 01 exci;u-j I WA 0 11 #;1 12,0!;.%1XU 14 10 1 *40;1;8:F.4 Q, Im 5 N-AIT, 110" F;X�Qli I 2'LOYA 9 X SMSURFACE CLA-Sa'FICATCN (check 'all units that apply) septic tanks 21 pump tanks 3--siphon or pump -dosing systems 4. sand filters &—grease trap/jinterceptor 6 �oll/water. separators 7- gravity subsurface, treatment and - -disposal: P._pressure -subsurface treatment and disposal: SPRAY IRRIGATION CLASSIFICATION (check all units, that apply) 1. preliminary treatment (definition no. 32 2.'ZZ::lagoons 3--septic tanks 4 —pump tanks 5.—jt--pumps 6, sand filters' 7% */--grease trapAnterc"eptor 8 - oillwal6r separators 9--46=disin-fection 10 chemical ad i dillon for nutrient/algae control 11. rrigglion of wastewater In addition to . 1. . r I the above. Classifications, pretreatment . of wastewater In -excess of these components shall be rated using the point -rating system and will recib-Ire an operator with. an. appropriate dual certification. LAND APPLICATIONIRESIDUALS CLASSIFICATION (Applies only to permit holder) 1. _Land application of,biosolids, residuals or contaminated soils on a designated she. - - - - - - - - - - - - - - - - - - - - - - - - - - ---- -� - - - - ; - - - - - - - m -- - - - - - - - - - - - - WASTEWATER TREATMENT FALL ITY CLASSIFICATION .The following systems shall be' assigned a Class I classification, unlengs the flow is of a significant quantity or the technology Is unusually complex, to require consideration by the Commission on a case -by -case basis: (Check If Appropriate) I.—011/waler Separator SyMem.s consisting only of physical separation, pumps and disposal; 2. Septic Tank/Sand Filter Systems consisting only of septic tanks, dosing apparatus, purripssand'fifters, disinfectionI — and direct discharge; 3._Lagoon Systems consisting only of preliminary treatment.. lagoons, pumps,' disinfection, necessary chemical treatment for algae or nutrient control, and direct discharge; 4. 4* Closed -loop ,Recycle Systems; 51 Groundwater Remediation Systems consisting only of oll/water separators, pumps, air -stripping, carbon adsorption, disinfection' and dispor.-J; 6._Aquacufture operations with discharge to surface waters;' 7s Water Plant'sludge handling and back -wash water treatment! - -8. Seafood processing consist ' ing of screening and disposal. 9._ Single-family discharging systems, With Ihe'eixoeplion of Aerobic Treatment Units,. will be classified if'perml . tted -after July 1, 1993 or ifupon inspection by the Division, it is found that the gyslem Is not. beingedequat6ly I opeialed or maintained., Such systems will be. notified of the classification or reclassification by the Commission. in writing. The following scale is used for rating wastewater treatment facilities: (circle appropriate points) . • ` REM POINTS (1) Industrial Pretreatment Units or Industrial Pretreatment Program (see definition No. 33)................................... . (2) DESIGN FLOW OF PLANT IN 4 fled [rot applicable to non•contamtnated cooling waters, sludge handling facilities for water purification plants, totally dosed cycle systems(ses definition No. I I� and facilities consisting only of hem (4)(d) or Items (4)(d) and (I1)(d)) 0 - 20,000..............».......... 001 - 100.000.........................................».....................»................................................................ 502 .........................»....»......».........».......................................................... 100.001 - 250,000....... ..................................................... •-............... .-................ :....... •......................... 4 250,001 - 500.000.......................................................................»...................................... ..... 500,001 = 11000,000......................... .............. 1.000,001 - 2.000,000.......................................................................................................... 2.000.001 (and up) rate 1 point additional for each 200,000 capacity u to a maximum of ................1 0 Design Flow (gpd) gPd caP hY P »•_•-. „..30 (3) PRELIMINARY UNITS/PROCESSES-(see defirtltlon N0.32) (a) Bar Screens ....... _.».»............... .... ........ ....»...................................... .................... » ............................... i or (b) Mechanical Screens, Static Screens or Comminuting Devices .................................... .............. 2 (c) Grt Removal ........ .»............ »»....... ».......................................................................................................1 or (d) Mechanical or Aerated Grit Removal ... _............................................................................................. ...2 (e) Flow Measuring Device .................... ».......-.............................._ ». ....... ........... ............ •........................1 ........ or (f) Instrumented Flow Measurement .............. »......................................... »..»................................................. 2 (g) Preaerallon.............................. »...............................................................................................................2 (h) Influent Flow Equalizatlon.... (I) Grease or Oil Separators Gravity ...... „»..........„... _...............................................................................2 Mechanical ................ ».................................................. _..........................................................................3 Dissolved Air Flotation...................:...........................................................................................................e ()) Prechlorfnation......................................... _.................................................................................. :...........5 (4) PRUARYTREATMf3•it'W1717119ROCESSES (a) Septic Tank (see definition No. 43).............................................................................. ..................2 (b) Imhoff Tank............»........................................................... ................... »......... .:.................................5 (c) Primary Clarfflers........................................ »..................................................... .......................................... (d) Settling Ponds or Settling Tanks for Inorganic Nontoxic Materials (sludge handling facilities for water purification plans, sand, gravel, stone, and other mining operations except recreational activities such as gem orgold mining)........................................................................................................................................2 (5) SECONMWTREATMENT L14WFCCMES (a) Carbonaceous Stage (I) Aeration -High Purity Oxygen System .......... ............ .......... ........... ........... ................... 20 Diffused Air System........ ...10 Mechanical Air System (fixed, floating or Separate Sludge Reaeraiton........................................................ »................................... (11) Trickling Filter HighRate ................................................. »... ......»......... »............. _... »......................... 7 Standard Rate.........:.....................................................................................................5 PackedTower ..... ............ (III) Biological Aerated Fitter or Aerated Biological Flher _ •�• 5 (Iv) Aerated Lagoons.......... .............................. „.............................................................. 10 (v) Rotating Biological Contactors .............................. »...................................................... 10 (vi) Sand Filters -intermittent biological ....................... ............................. _........................... 2 Recirculating biological .... »...............................................................................................3 (vll) Stabilization Lagoons...................................................................................................5 (vfii) CLvftr......................................................................:...................................................5 (Ix) Single stage system for combined carbonaceous removal of BOD and nitrogenous removal by nitrification (see definition No. 12)(Points for this hem have to be in addition to hems (5)(a)(1) through (5)(a)(vfii), utilizing the extended aeration process (see definition No.3a)..........................................2 utilizing other than the extended aeration process .................................................. a (z) Nutrient additions to enhance BOD removal ..... ............ ..................... ............................5 (xi) Biological Culture ('Super Bugs')addhlon......... ».».... ___ ».„..»» ..............................5 (b) Nitrogenous Stage (I) Aeration - High Purty Oxygen System .................................................... _...._....„..20 DiffusedAir System......................................................_.......... „ 10 Mechanical Air System (fixed, floating or rotor)_ . „6 Separate Sludge Reaeration ........................... (II) Trickling Fllter-High Rate ............................ _.................... ..............».......:........................ 7 »..:......................................................................................5 Standard Rate .................. PackedTower............................................................ »....................................................5 (III) Biological Aerated Pilfer or Aerated Biological Flher.__.„_..._„._„,_„,_„,„_...„.„».__.__._.10 (Iv) Rotating Biological Contactors ..........................................10 ............................................ (v) Sand Filter - Intermittent biological...........................................».....................................2 Recirculating biological ............... (vi) Clarifier ....................................................................».......5 (6) TERTIARY OR ADVANCED TREATMENT LNUSIpR CESSES. » .•.... . (a) Activated Carbon Beds - without carbon regeneration ...... ».................. ......».................»..».........__................ ...:.:..5 with carbon regeneration .......... _......................*'............»»......_.»..»:........................:... 15 (b) Powdered or Granular Activated Carbon Feed - withoutcarbon regeneration .............. ».................. ».»... »»....... .......».»»..».......».»............... withcarbon regeneration ...................... :.................................... .»....»...._»................».......15 (c) Air stripping ..... »............ .......................................... ».„.............. ................... .......»........................»...... 5 (d) Denhrfficatlon ((1fl) ) Process..............................................................»....»....»......................................................„................................................ ......................... .10e Electrodlalysls............»....::...................................................._...........:.....................».....»...». ...5Foam Separation .......... _........................... ..». .....................»».....................................................3Ion Exchange .......................5 .................. (h) Land Application of Treated Effluent (see definition No. 22b) (not applicable for &and, gravel, stone and other similar mining operations) by high Fate Infiltration .............................................................A (1) Microscreens .................... ()) Phosphorous Removal by Biological Processes (See definition No. 26)........................................................20 (k) Polishing Ponds - without aeration ............... _....................................... ».................................................. 2 with aeration .................. ........................................ .»»...»...................................5 (1) Post Aeration cascade. .. -dflfused • - or mechanical • (m) ........................................................................................................................................0 Reverse Osmosis...................................................................2 :.................................................................. • (n) Sand or Mixed -Media ...................................................5 Filtersrate.....»...._....... high rate (o) ......»..................»..................................... 5 Treatment Processes for removal of metal or cyanide. (pSLL DGETREATMtreatment processes for removal of toxic materials other than.. et or cyanide ......-.... 15 (7 ENT metal or snide....._.»...»»._... (a) »._»...».»» .1 5 Sludge Digestion Tank Heated (anaerobic) ic)......„ ................»........_........................ _ .............................10 .. Unheated (anaerobic)...................................................................................5 ...........................:............................................................. Sludge Stabilization (chemical or thermal )...................................................................................................5 ((b) c) Sludge Drying, hy......................................................................................................................2 Vacuum Assisted.......:...............................................................................................................................6 (d) Sludge Elutriation............................................... (0) Sludge Conditioner (chemical or thermal......................................................................................5 (f ) ......... Sludge Thickener (gravity) (g) (h) .................................^........................»....».......„.....:..............5 Dissolved Air Flotation Unit [not applicable to a unit rated as 3 i Sludge Gas Utilization (including pas storage)OO)"""` •••......... ......._.........»........._ (I) ....................»..................._...................2 Sludge Holding Tank - Aerated .............. ()) Non -aerated .......................................................................5 Sludge Incinerator (not activated carbon regeneration) ................................................................1 generation ...............................................................10 (k) Vacuum Filter, Centrifuge, or Fitter Press or other similar dewatering devices .._..»»..„_........... (8) RESIDUALS UTILiZATIONIDISPOSAL »» _, (including incinerated ash) """' 10 (a) Lagoons...................................................................... (b) 2 Land Application (surface and subsurface) (see definition 22a) by contracting to a land application operator or landfill operator who holds the land application permit or landfill permit ..:......................................... 9 ( ) D�FECTI Dedicated Landfill(burial) by the permhtee of the wastewater treatment facility.... (a) ....................». ..................5 Chlorination............................................................ (b) Dechlorination....... 5 (o) Ozone ..................................................... 5 (d) Radiation.. ...........................................................................................................5 (10) CHEMICAL ADDITION SYSTEM(S) ( see definition No. 9 of applicable to chemical .. a additions ate a ern (5)(a)(xl), (6)(a), rated as hem (6)(b). 17)(b). (7)(e). (oa), (o)(b) o)r((9)(c) 6 points eachadditions List .........................................................................».........................»...............................5 .................................................•..........................•....•..................................................•.51) SSES (1 MISCHlANC-0l1S UNfT&PROCE (a) Holding Ponds,- Holding Tanks or Settling Ponds for Organic or Toxic Materials Including wastes from mining operations containing nitrogen or phosphorus compounds In amounts significantly greater than Is common for domestic wastewater . (c) ............................................................................................:..............:....... ..... Effluent Flow Equalization (rot applicable to storage basins which are inherent in land application systems).....2 Stage Discharge (not applicable to storage basins Inherent in (d) land application systems)..».»_•__; _5 Pumps. (®) Stand -By Power Suppjy........••....................................................•..............................................».»»........3 (1) Thermal Pollution Control Device ................................................................................................................3 ........................................................................3 TOTAL POINTS..., . ...................................................................... CLASSIFICATION I.ass CClass II..»....................................................................................................5.25 Points ...................................................................................26.50 Points class III ................................... ............................................................ 51.65 Points Class N............................. ...... ..........................................................................66•Up Points --------------------------- Facilities having a rating of one through four points, Inclusive, do not require a certified operator. Facilities having an activated sludge process wig be assigned a minimum classification of Class 11. Facilities having treatment processes for the removal of metal or cyanide will be assigned a minimum classification of Class 11. Facilities having treatment processes for the biological removal of phosphorus will be assigned a minimum classification of Class III. ----------------------- --------------- .0004 DEFINITIONS The following definitions shall apply throughoul'lhis Subchapter. (1) Activated Carbon Beds. A physlcallchemical method for reducing soluble organic material from wastewater effluent; The column -type beds used in this method will have a flow rate varying from two to eight gallons per minute per square foot and may be either upflow or downflow carbon beds. Carbon may or may not be regenerated on the wastewater treatment plant she; (2) Aerated Lagoons. A basin in which all solids are maintained in suspension and by which biological oxidation or organic matter Is reduced through artificially accelerated transfer of oxygen on a flow -through basis; (3) Aeration. A process o1 bringing about intimate contact between air or high purity oxygen in a liquid by spraying, agitation or diflusion;(3a) Extended Aeration. An activated sludge process utilizing a minimum hydraulic detention time of 18 hours. (4) Agricuhuratly managed site. Any she on which a crop is produced, managed, and harvested (Crop Includes grasses, grains, trees, etc,); (5) Air Stripping. A process by which the ammonium ion is first converted to dissolved ammonia (pH adjustment) with the ammonia then released to the atmosphere by physical means; or, other similar processes which remove petroleum products such as benzene, toluene, and xylene; (6) Carbon Regeneration. The regeneration of exhausted carbon by the use of a furnace to provide extremely high temperatures which volatilize and oxidize the absorbed impurities; (7) Carbonaceous Stage. A stage of wastewater treatment designed to achieve 'secondary' effluent limits; (8) Centrifuge. A mechanical device in which centrifugal force is used to separate solids from liquids or to separate liquids of different denshlas; (9) Chemical Addition Systems- The addition of chemical(s) to wastewater at an application point for,purposes of Improving solids removal, pH adjustment, alkalinity control, etc.; the capability to experiment with different chemicals and different application points to achieve a specific result will be considered one system; the capability to add chemical(s) to dual units will be rated as one system; capability to add a chemical at a different application points for different purposes (10) Chemical SI dge Conditioning. slems Thgraleclas e addition of a chemical compound such as lime, lens. chloride, or a polymer to wet sludge to coalesce the mass prior to its application to a dewatering device; (11) Closed Cycle Systems. Use of holding ponds or holding tanks for containment of wastewater containing Inorganic, non -toxic materials from sand, gravel, crushed stone or other similar operations. Such systems shall carry a maximum of two points regardless of pumping facilities or any other appurtenances; (12) Combined Removal of Carbonaceous BOO and Nitrogenous Removal by Nitrification- A single stage system required to achieve permit effluent limits on BOD and ammonia nitrogen within the same biological reactor, (13) Dechlorinatlon. The partial or complete reduction of residual chlorine in a liquid by any chemical or physical process; (14) Denitrhication Process. The conversion of nftrate-nitrogen to nitrogen gas; (15) Electrodialysls. Process for removing Ionized rafts from water through the use of ion -selective lon-exchange membranes; (16) Fiber Press. A process operated mechanically for partially dewatering sludge; (17) Foam Separation. The planned frothing of wastewater or wastewater effluent as a means of removing excessive amounts of detergent materiak through the introduction of air In the form of line bubbles; also called foam fractionation; (18) Grit Removal. The process of removing grt and other heavy mineral manor from wastewater, (19) Imhoff Tank. A deep two story wastewater tank consisting of an upper sedimentation chamber and a lower sludge digestion chamber. (20) Instrumented Flow Measurement. A device which Indicates and records rate of lbw; (21) ion Exchange. A chemical process In which ions from two different molecular, are exchanged; . (22) Land application: (a) Sludge Disposal. A final sludge disposal method by which wet sludge may be applied to land abhor by spraying on the surface or by subsurface Injection d. plow); (not applicable for types of sludge described in (11) of this Rule); (b) Treated Effluent. The process of spraying treated wastewater onto a land area or other methods of application of wastewater orto a land area as a means of final disposal or treatment; (23) Microscreen. A low speed, continuously back -wasted, rotating drum filter operating under, gravity conditions as a polishting. method for removing suspended solids from effluent; (24) Nitrification Process. The biochemical conversion of unoxidized nitrogen (ammonia, and organic nitrogen) to oxidized nitrogen (usually nitrate); (25) Nitrogenous Stage. A separate stage of wastowalerireatrrent designed for the specific purpose of convening ammonia nitrogen to nitrate ritrogen; (26) Phosphate Removal, Biological. The removal of phosphorus from wastewater by an cxldanoxic process designed to enhance luxury uptake of phosphorus by the microorganisms;' (27) Polishing Pond. A holding pond following secondary treatment with sufficient detention time to allow settling of finely suspended solids; (28) Post Aeration. Aeration following conventional secondary treatment units to increase effluent D.O. or for any other purpose•, (29) Post Aeration. (Cascade) A polishing method by which dissolved oxygen Is added to the effluent by a nonmechanical, gravity means of flowing down a series of steps or weirs; The flow occurring across the steps or weirs mover, in.a fairly thin layer and the operation of the cascade requires, no operator adjustment; thus, zero points are assigned even though this is an essential step to meeting the limits of the discharge permit; (30) Powdered to Granular Activated Carbon Food. A biophysical carbon process that utilizes biological activity and organic absorption by using powdered or granular activated carbon; Virgin or regenerated carbon Is feed controlled Into the system; (31) Preaeratlon A tank constructed to piovide aeration prior to primary treatment; - (32) Preliminary Units. Unit operations in the treatment process, such asscreening and comminution, that prepare the liquor for subsequent major operations; (33) Industrial Pretreatment. (a) Pre-treatment Unit, Industrial. The conditioning of a waste at its source before discharge, to remove or to neutralize substances Injurious to sewers and treatment processes or to effect a partial reduction in bad on the treatment process which is operated by the same governing body as the wastewater treatment plant being rated; b) Pre-treatment Program, Industrial - must box State or EPA required program to receive points on the rating sheet; (34) Primary Clartfers. ' The first settling tanks through which wastewater, is passed In a treatment works for the purpose of removing settleable and suspended. solids and SOD which le associated with the solids; (35) Pumps. All influent; effluent and In -plant pumps; (36) Radiation. Disinfection or sterilization process utilizing devices emitting ultraviolet or gamma lays; (37) Reverse Osmosis. A treatment process in which a heavy contaminated liquid is pressurized through a membrane forming nearly pure liquid free from suspended solids; (38) Rotating Biological Contractors: A fixed biological growth process. in which wastewater flows through tanks In which a series of partially submerged circular surfaces are rotated; (39), Sand Filters: (a) Intermittent Biological. Filtration of effluent following septic tanks, lagoons, or some other treatment process in which further blodecomposltion Is expected to produce desired effluents.; Hydraulic loading rates on these filters are computed In gpd/ac and have a resulting low gprrVst (loss than one); b) Recirculating biological - the same type of sand filter as defined in Subparagraph (39) (a) of this Rule with the added capability to recycle effluent back through the sand filter; (40) Sand or Mixed -Media Fibers. A polishing process by which effluent limits are achieved through a further reduction of suspended solids; (a) low rate — gravity, hydraulically loaded titter with loading rates in the one to three gpmW range; (b) high rate — a pressure, hydraulically loaded fiber with loading rates in the five gpm/sf range; At any rate, the loading rate will exceed three gprWaf; .(41) Secondary Clarifiers. A tank which follows the biological unit of treatment plant and which has the purpose of removing sludges associated with the biological treatment units; (42) Separate Sludge Reaermion A part of the contact stabilization process where the activated sludge Is transferred to a tank and aerated before returning it to the contact basin, (43) Septic Tank A single -story settling tank in which settled sludge Is In contact with the wastewater flowing through the tank; shall not be applicable for. septic tank systems serving single family residences having capacity, of 2,000 gallons or less which discharge to a nitrification field; (44) Sludge Digestion The process by which organic or volatile matter and sludge Is gasified, liquefied, mineralized or converted into more stable organic matter through the activity of living organisms, which,includes aerated holding tanks; (45) Sludge Drying Beds. An area comprising natural or artificial layers of porous materials upon which digested sewage sludge is dried by drainage and evaporation; (46) Sludge �Elutriatlon. A process of sludge con>dffianing in which certain constituents are removed by successive washings with fresh water or plan effluent; (47.) Sludge Gas Utilization The process of using sewage gas for the purpose of heating buildings, driving engines; etc.; (48)'Sludge Holding Tank (Aerwed.and Nonaerated). A tank utilized for small wastewater treatment plants not contalning a digester In which sludge may be kept fresh, and supernatant withdrawn prior to a drying method (i.e. sludge drying beds); This may be done by adding a small amount of air simply to keep the sludge fresh, but not necessarily an amount that would be required to achieve stabilization of organic matter. A nonaeraled lank would simply be used to decant sludge prior to dewatering and would not allow long periods (several days of detention) without resulting odor problems; (49) Sludge Incinerators. A -furnace designed to bum sludge and to remove all moisture and combustible materials and reduce the sludge to a sterile ash; (50) Sludge Stabilization (Chemical or. -Thermal}. A process to make treated sludge less odorous and putrescfble, and to reduce the pathogenic organism content; This may be done by pH adjustment, chlorine dosing, -or by heat treatment; (51) Sludge Thickener. A type of sedimentation tank in which the sludge Is permitted to setle.and thicken through agitation and gravity; (52) Stabilization Lagoon A type of oxidation lagoon In which biological oxidation of organic matter Is effected by natural transfer of oxygen to the water from air (not a polishing pond); (53), Stand -By Power Supply. On she or portable electrical generating equipment; (54) Static Screens. A stationary sheen designed to remove solids. Including non -biodegradable particulate (floatable solids, suspendoclaolids and BOD reduction) from municipal and Industrial wastewater treatment. systems; (55) Tertiary Treatment. A stage of treatment -following secondary which Is primarily for the purpose of effluent polishing; A settling lagoon or sand or coal fitter might be employed for this purpose; (56) Thermal Pollution Control Device. A device providing for tie transfer of heat from a.fluid flowing in tubes to another fluid outside the tubes, or vice versa; or other means of regulating liquid temperatures; (57) Thermal Sludge Conditioner. A conditioning -process by which heat is added for a protracted period of time to Improve the dowaterablllty�gf sludge by the solubilizing and hydraulizing of the smaller and more highly hydrated sludge particles; (58) Toxic Materials. Those wastes or combinations of wastes. Including disease -causing agerts which after discharge and upon exposure, Ingestion, Inhalation or assimilation Into arty organism, either directly from the environment or indirectly by Ingestion through food chains, will cause death, disease, behavioral abnormalities, cancer, genetic mutations, physlological,malfuncllons (Including malfunctions In reproduction) or physical deformations, In such organisms or their offspring; Toxic materials include, by way of Illustration and not Ilmhatlon: lead, cadmium, chromium,' Mercury, vanadium, arsenic, zinc, ortho-rdtr>.cNorobenzens (ONCB), polychlorinated biphenyls (PCBs) and dichbrodiphenyi trichloroethane (DDT); and any other materials that have or may hereafter be determined to have toxic properties; (59) Trickling Fiber. A biological treatment unit consisting of a malerfal such as broken stores or rock over which wastewater is distributed; A -high rate tric d.Ing fiber Is one which operated at between 10 and 30 mgd per acre. A low rate itickling.fiber Is one which is designed to operate at one to four rgd per acre; (60) Trickling Fiber (Packed Tower). A plug flow type of operation In which wastewater flows down through successive layers of media or filtrate malariai; Organic material is removed continually by the active biological fixed growth In each successive layer. This method may produce -secondary- quality effluent, or may be adapted to produce a nitritled'effluent; (61) Vacuum Fihor, Centrifuges, or Fiber. Prose... Devices which are designed to remove excess water'from abhor digested or undigested sludge prior w disposal or further ireatrnant: