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HomeMy WebLinkAboutNC0028525_Regional Office Historical File Pre 2018a o v m STATE R`� North Carolina Department of Environment, Health, and Natural Resources PrrrIWO M Pe , ded Paper W Dodson Superintondem aP43eyra J. Lowder, hwdd'C?aP1UNION COUNTY PUBLIC SCHOOLS '. , Robert Curry, Vice -Chairman 0 North Main Street, Su4e 700 wMonroe, North Carofina 11 -47 6 Winftkaf , M(Rd son Creech 704 / - 73 Or 701 664: Fox 704 t` 4-1 3 a John H. CroMer t"rurty B, Eudy Dennis C. k_ayton MeNin L. Outern Sandra M. Rorie January 17, 1997 Ms, Margaret A. Finely Hydrogeological Technician State of North Carolina Department of Environment, Health and Natural Resources 919 forth Main Street Mooresville, NC 28115 Dear Ms, Firte This letter is in response to Your Groundwater Compliance Monitoring for Piedmont. Middle School communication addressing, concerns dated January 7, 1997, e are enclosing copies of all sampling events that our lab submitted to us for October 15, 1996. This information should cover all concerns in the first paragraph of your letter. Through a telephone conversation January 13, 1997 with Tarn Mass of TEE we understand Method 524.2 is now acceptable. IF we can be of more assistance please contact myself or Jimmy my Lowery at 7 -` - 160i Sincerely, dwa J Feeney Jr. Director d"'Maintenance EJ Sj d Enclosure Jimmy Lowery Plant Plant of Environment, Health, and Natural Resources nmentall Management - Groundwater Section .0vailoonxi" 29535 - Raleigh, N.C. 27626-0535 Phone (919) 733-3221 WELL CONSTRUCTION RECORD CONTRACTOR: Zcllet/ STATE WELL CONSTRUCTION 3EGISTRATION NUMBER: PERMIT NUMBER:---,---. 1. WELL LOCATION- (Show sketch of the location below) Nearest Town: County: (Road, Community, or Subdivision and Lot No DEPTH DRILLING LOG 2- OWNER From To Formation Description eet or Route No.) City or Town State Zlp Code 3 DATE DRILLED USE OF WELL 4, TOTAL DEPTH 5. CUTTINGS COLLECTED YES NO2/ 6OES WELL REPLACE EXISTING WELL? YE NO 7, STATIC WATER LEVEL Below, Top of Casing: a- FT. (Use '+" if Above Top of Casing) 8 . TOP OF cASING IS—AW&I FT, Above Land Surface" Casing Terminated atlor below land surface is ilIegat unIess a variance is issued in accordance with 15A NCAC ZC .0118 9, YiELD (gpm)- METHOD OF TEST 10 WAT E R ZONES (deep h': _.— ? Z­ 11, CHLORINATION: Type --- ZLZKI _ Amount If additional space is needed use back of form 12. CASiNG' LOCATION SKETCH Wail Thickness Depth Diameter or We�ght/Ft, meta (Show dlrecrion and distance from at least two State 'd From� To Ft. Roads, or other map reverence pomtst From—_ To Ft,----- F,om ---To Ft. 11 GROUT: Method Depth Mater4 From To Ft. From To Ft, 14. SCREEN: Diameter Slot Size Depth Material 0 Fro in Tom Ft .— in. in. From To Ft,— in. In—— in, FromFt, - lrl. 15, SAND/GRAVEL PACK, Depth Size Materia� " lo Frorn To Ft - From To.. Ft. 16. REMARKS:--------- i1D0 H'REBY CERTIFY THAT THIS WELL WAS CCNSTRUCTED IN ACCORDANCE WITH 15A NCAC 2C, W_LL r-,-\r- V OFTYIS RECORDIHAS BEEN PROVIDED TO T"r IE WEI L OWNER. SIGNATURE OF C_C"UTRAC, OR OR A ATE oc" -,qj Submit original to Divssion of Environmental Management and copy to w0 owner, repartment of Environment„ Health, and Natural Resources of Environmental Management - Groundwater Section Pets, eox 29535 - Raleigh, N.C, 27626-0535 Phone (19) 7 3-3221 WELL CONSTRUCTION RECORD .LING CONTRACTOR: / STATE WELL CONSTRUCTION .LER REGISTRATION NUMBER: PERMIT NUMBER: 1. WELL LGD ATR J: (Show sketch of the location below) Nearest Town: County: (Road community, or SubdivWon and Lot N"a,) DEPTH QR6LLINQ LOG 2. ER __. r"a FromTo Formation Description AEDR TRESS n 2' _ "`^ 7 a S;-a; or Route No Ciry or Town state Zip Code r 3. CRATE DRILLED 2; USE OF WELL � TOTAL DEPTH 5. CUTTINGS CtLLEt Y E NO w . DOES WELL REPLACE EXISTING WELL" YES 7, STATIC WATER LEVEL Below Top of Casing, FT. (Use "+° if Above Top of Casing) S TOP OF CASING 9S e? FT. Above Land Surface* Casing Terminated aVor below land surfaw is illegal unless a variance is issued in accordance with 15A NCAC 2 .0118 F.: YIELD (pprrt)o - METHOD OF TEST 10, WATER ZONES 11. CHLORINATION: Type Amount It additional space is needed use back of fora) t : ASI(w£G'. Lt C:A T fG SKETCH Wall Thickness Depth Diarrtet r or Weight;'Ft. Niare riai (Showy direction and distance from at least two date Ft. Roads, or other map reference points) From — To Ft. From ----To-.--- Ft. 1S„ GROUT; do Method atri l e DepthMaterial From To _�,!_- Ft. .,.....�.... { Frorn _ _. To Ft. d i 141 SCREEN. �' Depth Diameter Slot Size Material � From �' To Ft in. __. . in. , .r 4,i From -.--.,1 .�.,...,.�.,...... ®...... Ft, in. in, From m_ To _ Ft. irr„ e• 15, SANDIGRAVEL PA Depth Size Material " Fran To Ft, From From ___ . T _ Ft.�- I& REMARKS: l DO HEREBY CERTIFY THAT TMtS WELL WAS CONSTRUCTED IN ACCORDANCE WiTH 15A NCAC 2 , WELL RE :",R' HAS SEEN PROD,DII EED TO THE WELL OWNER. � rGNATURE OF CONTRACTOR CFI AGE=ti� DATE ` =.� t 3udrn, rw'i 4 original to rrsion of Fruronrrpncai�Management and copy 10 well owner. (Use'+" if Ab,ove Top of Casing 8, TOP OF CASING IS FT. Above Land Surface* CesIng Terminated atior below land surface Is illegal unless a variance is issued in accordance with 15A NCAC 2C Z 18 9, Y�ELD (g METHOD OF TEST 10. WATER ZONES (depth): I!, CHLORINATION: Type — Amount ---.—, If addiltorial space is needed use back of form 12, CASING» LOCATION SKETCH Wall Thickness Depth Diamter or We€ghvFt, Material (Show direction and distance from at least two State 7 " Fr 0 rn _To Ft. --ef -I Roads, or other reap reference poiqts) From-- To Ft. -- Frorn --To 13. GROUT: / Depth Material Method Frorn --Z-12— To _Z_7Ft, From — To .__Ft. 14. SCREEN: Depth Diameter Slot Size Material From To Ft in, in, From —.--,To Ft, in, in. From To Ft, in, 15. SANDIGRAVEL PACK. - Depth Size Material From To _Z _/ Ft, Frorn, To--,.,-.- Ft. 16. REMARKS:- 1 DO HEREBY CERTiiFY THAT THIS WELL WAS CONSTRUCTED Its ACCORDANCE WITH 15A NCAC 2C, WELL - I - __ - ­­ ­- --ii- ', ­"�C�'V , -r'-11c, -1EC',D0 HAS BEEN PR0Vl0ED TO THE WELL OWNER, SIGNATURE OF CON7RACTOR Submit original to Division of Envir fr� DATE M-arragement ard copy to well owner: James w Hunt, Jr,, Governor Jonathan B, Howes, Secretory A. Preston Howard, Jr- P.E. Director December 9, 199- ... mx Piedmont Middle School 90 N. Main St., Suite Monroe 28112 Attn: Mr. Jerry W. Kirkman SUBJECT: Permit No. NCO028525" Piedmont Middle School Union County Dear Mr. Kirkman: In accordance with the policy of the Division of Environmental ental Management to ensure the good quality of North Carolina's groundwater, the referenced Permit requires several activities related to groundwater monitoring, The following guidelines and forms are presented to assist you in complying with those requirements. if you have any questions concerning these natters, you: should contact Barbra Christian at the address shown below to discuss the requirements relevant to your specific facility: MOORESVILLE REGIONAL OFFICE 919 N. Main St. Mooresville, NC 28115 (7 ) 66: -169 supply of forms 9 on which the an l tical results must be re carted are attached. instructions are provided on the reverse of the white copy of each 4-part form. The analytical results should be sent to the address shown at the top of the form and are due in our office no later than the last working day of the month following sample collection. Additional forms will be provided upon receipt of the attached form - 9 RO. supply of foTms c -1 on which monitor well construction data is re carted ae well _ drillingzi contractor or Agent arq attached. A GW-1form i. : to b completed for each well. constructed. See condition III-- ", -9 of the permit. (Groundwater Monitoring Conditions) for further details. P.O. Box 29535, Raleigh, North Carolina 27626-0535 Telephone i -7 3_3221 FAX 919-715-058 n --qual csrfiunify Affirmaive Action Employer r F C1ri st-consumer pcoer ' ACED TO U FOR ,R ATER QUALITY PROTECTION, PLEASE REFER TO YOUR T ,. copy of the Groundwater Requirements (Section III-F,1-9 of R3.t No. 105) is attached for your reference. If you have any questions, please do not hesitate to contact me at (919)733-3221,. Sincerely, Brian Wootton Hydrogeologist Permits and Compliance Groundwater Section Attachments cc: Barbara Christian Central Files Compliance monitoring files Permit No. NCO028525 rdance,with Special Order by Consent - EMC WQ 89-40d December 1, 1995, the permittee shall submit plans and specifications for the upgrading of cwTent treatment facilities or for the installation of a aeon -discharge syste= connect the school to a publicly owned sewer system. b. Upon receipt of a non -discharge permit or Authorization� t Construct, begin construction no later than e 1, 16. Attain hall compliance ce dth final effluent Emits or eliminate discharge by August,,SI 1996 F. Groundwater Monitorin- Conditions: 1. Wien pd days of issilance, three (3) monitor wells, one (1) ups diem and two (2) downgradsent, shall be installed to monitor groundwater quality. The well(s) shall constructed such that the water level in the well is never above or below the screened (open) portion of the well at vy time during the year. The exact location of these ge is shall be approved by t1he Mooresville Regional Office and shoal beon ted in accordance frith the conditions of this lie nit. .. The three-- S) monitor wells shall be sampled initially after construction and thereafter, every April and October for the following p Meters. S Aintnonia Nitrogen TOC Water Level Chloride Total Suspended Solids Fecal Coliform, Total Dissolved Solids Volatile Organic Compounds - hi October Only y rn ethod 1 or 2 below) Method 1 Method 62.10D (Capillary - Column), "Standard INIethods For The Examination of Water and Wastewater", 1 th ed., 198 Meths 2Me*hod 502,2 "N— eth s For The l eten-ni anon rpa�aic Compounds In Drinking Water", U.S EPA r 00 - ` /03 The measurement of water level must be made prior to sampling for the remain in parameters. The depth of water in each well shall be measured from the surveyed point on the top of thbe casing. w 'the. r easu ing points (top of well casing) of all monitoring we Is shad' t ,eyed to provide relati�e elevadons of the measwing point for each monitoring well. Pertnit No. NCO028525 If TOC concentrations greater than 10 mg/l are detected in any downgradient monitoring Drell, additional s _ pling and analysis must be conducted to identify the individual constituents comprising this TOC, concentration. If the TOC concentration as measured in the back-g-mund monitor well, exceeds 10 mg� ,T, this concentration will be taken to represent the naturally occurring TOC concentration. Any exctedances of this naturally occurring TOC concentra, tion in the dowwn radientwwaells shall be subject to the additional sampling, and analysis as described, above. If y volatile organic compounds are detected by method 23Cli , or the equivalent method 50 .2 then EPA methods .- and 611 must also be ran to detect other organic ie compounds winch may be present, The results of all analyses specked in the monitoring requirements, including 604 and dui 1 if required, must be submitted snnultaneously" 7be resets of the sampling d aralysis shall be sent to the N.C. Division of Environmental Mariagern nt, P.O. Box 'S9535, Raleigh, N.C. 626-0535 on o Gam" 59 [Compliance Monitoring Report Form] ever, May and November. . The Compliance Boundary for the disposal system is specified by regulations in 1 NCAC 2L, Groundwater Classifications and Standards. The Compliance Boundary is established at either (1) 250 feet from the waste disposal x a, or ( 50 feet within the pro r, ound , whichever is closest to the waste disposal area. An exceedance of Ground%;°ater Quality Standards at or beyond the Compliance Boundary is subject to a,te rez eda 5, n action an addition to the penalty prtt isions applicable under General Statute 143-21.5a (a) (1). Also in accordance with 15A NC CT 2L, a REVIEW BOUNDARYis established around the disposal systems midway between the Compliance Boundary and the perimeter of the waste disposal area. Any exec, —dance of standards at the Review Bound ary shall require rerndao n action on the part of the pertnittee. . Any additional gground °titer duality monitoring, as dttr ied necessary by the Di'vision, shall be provided. 5m All wends that are cons acted for purposes of ground-x ater monitoring shall be constructed in accordance -,,with 15.E NCAC 2C.0108 (Standards of Cons action for Wells Other than Water Supply) and any tauter stag and local laws and regulations pertaining to well construction. a The '*'Tooresville Regional Office, telephone numlxr 7 - d3-1 99 shall be notified at least for—, -eight (S-1 hours prior to the construction of any mor:itoring well so thatam inspection can be made of the monitoring well I cation.. 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. can Monday dough Friday, excluding state holidays, m . 'I hSn siNty (60) days of completion of a.11 rnoratoiln wwells, the pennittet shall subrmt two original copies of a scaled topographic map (sole no gt`ester the 1:1 si� ed d ale dy..a professlomil engineer tar a state licensed larxd ur ey"o that tdioat s l of the follow% b t information Pe7.7nit No. NCO028525 . the location and identity of each monitoring welly by the location of the waste disposal syste c, the location of all property boundaries, ds the latitude and longitude of each monitoring well, . the relative elevation of the top of the well casing (which shall be knoAm the "measuring in point"), f, and the depth of water below the measuring point at the time the measuring paint is estblisheda Ali monitoring ° °ell locations and elevations shall be surveyed by a state licensed land surveyor. . Upon completion of all well construction a deities, a certification must be received professional engineer certifying that the monitoring wells are located and constructed in acctard ,ce with the Well Construction Standards (l 5A NCAC 2Q and this permit This certif cad n should subt `tted idt copies of the Well Completion ( -1 for each well. flail this certification and the associated GW-1 forms to the Perrnits and Compliance Unit, Groundwater Section, P.O. Box 29535, RaleigZI h, h, 1 , 2 ?d-0535. . For the initial sampling f the well as specified elsewhere in the permit, she permittee shall submit a copy of the -1 form with the Compliance Monitoring Form (GW- for that well Compliance Monitoring Forms that do not include copies of the -1 form ill be returned to the p rniittee without heLng processed. Failure to subr-nit these, forms required by ti ffs permit may result in the initiation of enforcement activities pursuant to NC General Statutes l - 1 . k :b Aqiia Tech `nviro nien at Laboratories Inc. GROUND WATER 140NITORING FIELD DATA LOG SHEET � client , Well ID MW samplers Date Time measurement---, ent Method of measurement ent Purging/ sampling method � 1.. Depth to water= '� ft Calculations 3 ., Stick- = 2.0 ft #4 #1 . Depth th to cater from ground level= ft 4 overall well depth= .0 ft . Waterheight in cells JJ ft 6. Well diameter= in Conversion factor per fiat of casing` 11 diameter==.1631 gagal/ft ti diameter`•=0.3670 gal/ft 411 diam ter 4 gal/ft MF diameter= . 1 4 al ft 7. Water volume=Water height x Conversion factor = gad. a. Water purged prior to sa pl ng .' gal Time of sampling Date of amp. ng # field analiEh sisal r erne Odor "eerar Color Cadu,tivi°= Turbidity Comments { Sampler's Signature Reviewed by 936 N HORNHORNER BLVD, P.O. BOX 488 SANFORD,PAC 7331-0488 PHON 919-776- 99 • 1.800.523. 83 . 6AX 919-774- 088 Aqua Tech Environinental Laboratories Inc. GROUND WATER MONITORING FIELD DATA LOG SHEET i Client�� Well ae Time of measurement I Method of mm L Purging/sampling method-AAlt— . Depth to water= ft galc_ulations . Depth to water from ground l v l f . Water height in well= ) Conversion factorper foot of casing 211 gy AN :diamete. . gal/ f . Water volume -Water height x Conversion factor= �. gad. 8. Water purged prior to sampling=___!4_-0gal Time of sampling Date of sampling " 1 it anali h �.�, ete pH -7. su OdorTemperature= Color ' dit rb Comm en Sampler: Signature ' Reviewed by 936 N. ,CORNER BLVD, . p . BOX 488 .SANFORD, NC 27331-048,9 HON 1-776-5599 e• 0- 2 - 832 * PAX919-774-7068 'MUKAL :Wf= S* C3sr�f;v. al Aqt�a Tech EnviroinlientalLaboratories Inc. GROUND WATER MONITORING FIELD DATA LOG SHEEN client kAno)yWell ID r s Date Time o , measurement 1 f Method o measurement Purging/sampling methold * Depth to water- * el ul tion 1 * Depth to water from ground l velw u t .. overall well depth * Water height in elll= t * Well diameter- 1. <1 in Conversion factor per foot of casing tf me ter ..1. 1.gal/ft 11 diameter = . gal/ t MI .i n ter . 1.. al . Water v «lume=Water height nversion factor= dal � 8. meter purged prior to sampling= .O gal Time ofsampling-7:1411 Date sampling j "iel ar�l�i iel r ertle . 9 Su odor "emera°ure= 4 lip L. Conduct wit `= Turbidity! Comments Sampler's Signature Reviewed by �'�"� " -7 i -5 * 1.800- -2 * FAX919-774a7068 FRA,NK C. COCK] NO$ A ASSOCIATES, I N C. Consulting Engineers 600 E. Lexington Avenue Charlotte, NC 28203 704/372-4464 LETTER OF TRM,;mTTTAL TO: N C o6A7 N'C, tyFPr, of 11EA1,111 DATE Z9 oe_�, &WATURALMISMR("Es . ..... . COMM. NO.? ATTENTION-, A74 zt4A?i DEC 2 1 1993 REFERENCE: RI: Al GENTLEMEN: ""'al, mmik0DR n We are sending you the following: Attached Under Separate Cover By SHOP DRAWINGS PRINTS ....... I PLANS ...—CnPY OF LETTER CHAN . GE ORDER .. SPECIFICATIONS OTHER P,+Rr 'nrLA-L I)IJA I SAN- i JYn I SIGNED UNITED STATES DEPARTMENT OF THE INTERIOR GEOLOGICAL SURVEY 351 3 003i7 �46 E, 547 5 549 �"`30" i l J as / h} rc 4^ IA P l d 4 s m V�, nl i, tr r a_ r a H 6 t �s , 1r r " l s 3884 p t �. 'rcrc r too t ... .` as � �x! Ads,.✓^.,.. � �`'^w. �r X r k � ✓ r 1 i i 3983 (i 4�g 595 w � 7 r a / t n, q 3 rc x r ��. i ^4, 1 ° 6641 a a r 43 rc State of North Carolina Department of Environment, Health and Natural Resources Mooresville Regional Office James B Hunt ,fir,,Governor I I Jonathan B, Howes, Secretary hil, 'Ift M At Des i r'►^[ " ama ar DIVISION OF ENVIRONMENTAL MANAGEMENT August 26, 1993 Mr. Bob Busch 2818 Love Mill Road Monroe, North Carolina 28110 RE: Well Water Sample Results Busch Well Union County, N.C. Dear Mr. Busch: On July 7, 1993 staff from the Mooresville Regional Office of the North Carolina Division of Environmental Management sampled your well at 2818 Love Mill Road in Union County. The as were analyzed for volatile organic compounds and several inorganic compounds. Volatile organic compounds include a wide range of manmade compounds including, but not limited to, gasoline components and chlorinated solvents used as degreasers. Laboratory results from these samples indicate at the time of sampling that no volatile organic compounds were present in your water. The inorganic parameters were all within state and federal standards. A copy of the laboratory results is enclosed for your review. Should you have questions, please call me at (704) 663-1699, ext. 235. Sincerely, Chris DeRoller Hydrogeologist Enclosure: Lab Results cc: Union County Health Department CMD/sc 919 No Main Street, Moor `Ile, North Carolina 28115 Telephone 704-663-1699 FAX 704-663-6040 An uol Opportunity Affirmative Action Ernp4oyer W% recycled/ 10% p<)st-commet papet q LU , 11098 UPOMD B1 'CUMD By MIMD 11 SUP Pl: VAIII MAIN UBOIATORY youTlu MYTICU?01? MLYSIS USULTS , M # A + [ M M w`Ir.b` I P M A'Mb"6 • I F 9 1'., s b� N A' 6. 4 � A A• 6' R 4 A •s' x '� A A A' 6 A A A. M •. r,M A" bra "A � p' •4 A^ A r .A AA a ether purge es detected DgttCted (up to Io highestpeaks) ug 10 VOUTIL ORWIC MPOUDS DIYICTID it GC/ILCD/PID. DIVISION 0 F ENVIRONMENTAL MANAGEMENT GROUNDWATER SECTION July 20, 1993 MEMORANDUM TO* Carolyn McCaskill i IN M1,1LOPM Wr 1993 THROUGH: Bob Cheek f.� INISM QT IMIUM" FROM: Jack Floyd, SUBJECT: Union County Schools g Piedmont Middle School NPDES Lagoon System NPDES Permit No. NC9028525 Union County NCO028525/GW93105 (Sean Loris: DEM SERG Review Engineer) The Groundwater Section has reviewed the subject permit renewal for a NPDES facility. The facility consist of a septic tank, dual surface sand filters, chlorination, and two polishing ponds, all of which is designed to treat 12000 GPD. The lagoon has reportedly not discharged in several months, prompting concern that wastewater is infiltrating into the groundwater. Regional office groundwater staff noted two important characteristics of the site during their inspection. One was a water supply well downgradient of the sand filter and lagoon and another was evidence of weathered rock at the land surface. Because of these characteristics the Groundwater Section is recommending monitoring. With bedrock potentially near the land surface, the subsurface offers little assimilative capacity for the waste constituents prior to intersecting the water supply well. -- Therefore the Groundwater Section is recommending that the following conditions be included in the reissued permit per Part III of the subject 'PEE permit: 1. Within 90 days of permit issuance, three (3) monitor wells, one (1) upgradient and two (2) downgradient, 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 exact location of these wells shall be approved by the Mooresville Regional Office and shall be constructed in accordance with the conditions of this permit. The three (3) monitor well shall be sampled initially after construction and thereafter every April and October for the following parameters: NO Ammonia Nitrogen TpH Water Level Chloride Total Suspended Solids Fecal Coliforms Total Dissolved Solids Volatile Organic Compounds - In October Only (by method 1 or 2 below) method 1: Method 6230D (Capillary - Column), "Standard Methods For The Examination of Water and Wastewater", 17th ed., 1989 Method 2: Method 502.2 "Methods For The Determination Of Organic Compounds In Drinking Water", U.S. EPA - 600/4-88/039 The measurement of water level must be made prior to sampling for the remaining parameters. The depth of 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 relative elevations of the measuring point for each monitoring well. If TOC concentrations greater than 10 mg/1 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. If any volatile organic compounds are detected by method 6230D, or the equivalent method 502.2, then EPA methods 604 and 611 must also be run to detect other organic compounds which may be present. The results of all analyses specified in the monitoring requirements, including 604 and 611 if required, must be submitted simultaneously. The results of the sampling and analysis shall be sent to the N.C. Division of Environmental Management P.O. Box 29535 Raleigh, N.C. 27626-0535 on Form GW-59 (Compliance Monitoring Report Form] every May and November. 3. The Compliance Boundagy, for the disposal system is specified by regulations in 15A NCAC 2L, Groundwater Classifications and Standards. The Compliance Boundary 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 it remediation action in addition to the penalty provisions applicable under General Statute 143-215.6A (a) M. ........ ....... 4. Any additional groundwater quality monitoring, as deemed necessary by the Division, shall be provided. 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 Mooresville Regional Office, telephone number 704-663-1699 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 all monitoring wells, the permittee shall submit two original copies of a scaled topographic map (scale no greater than 1:100) 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 each monitoring well, e# the relative elevation of the top of the well casing (which shall be known as the "measuring point"), f. and the depth of water below the measuring point at the time the measuring point is established. l monitoring well locations and elevations shal.lx be surveyed by a state licensed land surveyor. m Upon 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 15 and this permit This certification should be ,submitted with copies of the Well Completion Form -1 for each well. mail this certification and the associated -1 forms to the Permits and Compliance Unit, Groundwater Section, P.O.. Box 29535, Raleigh, ETC, 5 5 555. 9. For the initial sampling of the well as specified elsewhere in the permit, the pe mittee shall submit copy of the t --1 form with the Compliance Monitoring Form -5 ) for that well. Compliance Monitoring Forms that do not include copies of the -a1 forty will be returned to the permittee without being processed. Failure to submit these forms as required by this permit may result in the initiation of enforcement activities pursuant to NC General. Statutes 1 4 -1 5.5 m It is also our recommendation that the Water Quality Section consider issuing a nondischarge permit instead of a NPDES permit. Modifications could be made to the lagoon to prevent a discharge in the future. it there are any questions, please let me know. `1 5 cc: Barbara Christian Central. Files Permit- Files DIVISION OF ENSRO MANAGEMENT July 8, 199 MEMORANDUM ; ;Jack Floyd FROM: Chris, DeRoller SUBJECT: Union County Schools Piedmont Middle GW 91, NC 9928525 Union County, N.C. On July 7,; 1993 1 visitedthe subject site. There is hater supply well approximately 500 feet downgradient of the sand filter and within 1000 feet`of the lagoons. Weathered rock was observed at the surface rear the water up l well. Based on the proximity of the well to the lagoons and the fact that the lagoons are not discharging to surface waters even though they receive influent daily,, e would recommend that three monitor wells be installed at the locations shown on the attached asap, If you have any questions, ';please advise. M 'n- TRAL UN 0 DIVISION ISK "t. d' Application for Wof Permit NEW PERMIT Facility Name: County: a~ A The GrourAwater Sectionreceived y of the above referenced pennit application.The Groundwatertion has received a copy of the above referenced permit application,s.ch has been sent to the reqional offices water quality supervisor. If a copy has not been sent to the regicrel office please let me know. Pleasei the a. ication materials_ for completeness y request for additional information to the central office contact ,on beforeor copy of the formal request for additional information l befixded to y If you do not require any additionalfp t to complete your review, please provide "y final nnento by f you have any questions,please het me know as soon as possible. d s 4 In .., SOC Priority Project: Yes X No I P If Yes, SOC No.: 89-40 To: Permits and Engineering Unit Water Quality Section Attention: iffean Goris Date: April 21, 1993 NPDES STAFF REPORT AND RECOM14ENDATION County: Union Permit No. NCO028525 PART I GENERAL INFORMATION 1. Facility and Address: Piedmont Middle School Union County Schools 500 N. Main Street, Suite 700 Monroe, North Carolina 28112-4786 2. Date of Investigation: April 19, 1993 3. Report Prepared by: Kim H. Colson, Environmental Engineer I 4. Persons Contacted and Telephone Number: Steve Frazier, ORC, (704) 283-1591 5. Directions to Site: From the intersection of SR 1615 (Unionville Road) and SR 1606 (Sikes Mill Road) , travel south on SR 1606 approximately 1.2 miles. Piedmont Middle School is located on the left side of SR 1606. 6. Discharge Point (s), List for all discharge points: Latitude: 3505' 30" Longitude: 80' 29 ' 27" Attach a USGS map extract and indicate treatment facility site and discharge point on map. U.S.G.S. Quad No.: G17SW U.S.G.S. Quad Name: Watson, NC 7. Site size and expansion area consistent with application? There is adequate land available for expansion and upgrading. 8. Topography (relationship to flood plain included): Flat slopes; the WWT facilities are not located within the 100 year flood plain, 9. Location of nearest dwelling: None within 500 feet. 10. Receiving stream or affected surface waters: UT to Little Mill Crack. a. Classification: C b. River Basin and Subbasin No.: Yadkin - Pee Dee 030714 C. Describe receiving stream features and pertinent downstream uses: Small wet weather ditch, general. "C" Two classification uses downstream. lDESCRIPTION OF DISCHARGE AND TREATMENT WORKS 1". as Volume of wastewater to be permuted: 0."01e MGD (ultimate design capacity . Current permitted capacity of the wastewater treatment facility: 0.01 C C. Actual treatment capacity of the current facility (current design capacity) 0.012 MGD d. ate s and construction activities allowed by previous Authorizations to Construct issued in the previous two years' NIA Please provide a description of existing or 'substantially constructed wastewater treatment facilities: Existing faci-lities consists of a septic tank, dual alternating surface sand filters, chlorine disinfection and two polishing ponds in series-. . Please provide a description of proposed wastewater treatment facilities: N/ . Possible toxic impacts to surface; waters: /A h. Pretreatment Program PC s only): /A ,. Residuals handling and utilization/disposal scheme:: a. If residuals are being lard applied, please specify DEM Permit No.: /A Residuals Contractor: / Telephone o_.: / b. Residuals stabilization: P RP PPRP Other C. Landfill: N d_ Other disposal/utilization scheme (Specify): Septage is pumped by a private s ptage pumping facility and taken to 3. Treatment plant classification attach completed rating sleet): Class I . SIC Cod s ' 8211 Wastewater Codes Primary:. 03 Secondary: Main Treatment Unit Cede. 46507 PART III - OTHER PERTINENT INFORMATION PrPage Three 1. Is this facility being constructed with Construction Grant Funds or are any public monies involved (municipals only)? N/A 2. Special monitoring or limitations (including toxicity) requests: N/A 3. Important SOC, JOC or Compliance Schedule dates (Please indicate): Plans and specifications must be submitted for this facility by December 1, 1994 per SOC 89-40. 4. Alternative Analysis Evaluation: An alternative analysis is currently being conducted by the permittee. Spray Irrigation: Unknown Connection to Regional Sewer System: Unknown Subsurface: Unknown Other disposal options: N/A 5. Air quality and/or groundwater concerns or hazardous materials utilized at this facility that may impact water quality, air quality, or groundwater: Groundwater comments should be obtained (See Part IV below)® There are no known air quality or hazardous materials concerns. 6. Other Special Items: N/A PART IV - EVALUATION AND RECOMMENDATIONS The Permittee, Union County Public Schools, has applied for permit renewal. The school is included in the Union County Schools Special Order by Consent. The facility has not reported a discharge for several years. Approximately 2 feet of freeboard was observed in the polishing pond at the time of inspection. The soils in the area are very shallow and are probably allowing wastewater to infiltrate into the subsurface. 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