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WQ0000195_ARO_File_1988_1998
,,ate 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 June 30, 1998 LEE GALLOWAY WAYNESVILLE, TOWN -A SLUDGE RE 16 SOUTH MAIN STREET WAYNESVILLE, NC 28786 Dear LEE GALLOWAY: 1 0 •ee 1 NCDEN�K NORTH CAROLINA DEPARTMENT OF ENVIRONMENT AND NATURAL RESOURCES Subject: Rescission of State Permit Permit No. WQ0000195 WAYNESVILLE, TOWN -A SLUDGE RE HAYWOOD County Reference is made to your request for rescission of the subject State Permit. Staff of the Asheville Regional Office have confirmed that this Permit is no longer required. Therefore, in accordance with your request, State Permit No. WQ0000195 is rescinded, effective immediately. If in the future you wish to again operate a nondischarge wastewater treatment sytem, you must first apply for and receive a new State Permit. Operating a wastewater facility without a valid State Permit will subject the responsible party to a civil penalty of up to $10,000 per day. If it would be helpful to discuss this matter further, I would suggest that you contact Forrest Westall - Water Quality Regional Supervisor, Asheville Regional Office at (704) 251-6208. Sincerely I A. Preston Howard, Jr., P.E. cc: HAYWOOD County Health Department Asheville - Water Quality Regional Supervisor - w/attachments Non Discharge Branch - Kim Colson Operator Training and Certification Non Discharge Compliance/Enforcement Unit- w/attachments Central Files - w/attachments Fran McPherson, DWQ Budget Office P.O. Box 29535, Raleigh, North Carolina 27626-0535 Telephone 919-733-5083 Fax 919-715-6048 An Equal Opportunity Affirmative Action Employer 50% recycled/10% post -consumer paper i Permit rescission Form"-" Facility Name AYNESVILLE, TOWN -A SLUDGE RE Permit Number Q0000195 NPDES Permit Type F WQ Permit Type IV Discharge Code(s) F1___12 Regional Office ARO County IHAYWOOD Date Requested 10/24/97 Permit Expiration 6/30/98 Original Request Received by: 0 Compliance Group 0 Regional Office 0 P&E Unit Request Recieved in the Form of: 0 Signed Annual Fee Invoice O Letter 0 Other... Please Check Appropriately F(��,§ite Visit Performed Groundwater Monitoring Wells es (Should be addressed unless Groundwater [0—Groundwater Concerns Addressed Monitoring is not required)' R scission of the above referenced Permit is: FApproved F] Denied : (if Approved) This permit will be deleted from the permit �r km*. system and the division billing system and if necessary inactivate e = compliance monitoring system., z;.; 2 Complete i�fApx�ved) , QU!A1 I i ' ION 0 Rescinded Immediately Allow to Expire � � � � � ��� � � � "� 0Never Constructed 0 Other... 0 Abandoned 3 3 O Connected to City Sewer _ t� CompTeeifDen��*cl) Reason for Denial17; Certifier's Name Date �•� Return Completed Form to the Compliance / Enforcement Unit PR Form (2/97) J I A'. 'own of Waynesville 1 ` y' R '1 "�. ' 313 ('t r; October 24, 1997 Permits and Engineering Unit Attn: Kim Colson Department of Environmental and Natural Resources Division of Water Quality PO Box 29535 Raleigh, NC 27626-0535 RE: Permit WQ0000195 The Town wishes to let the referenced permit expire. By June 30, 1998, we will have exhausted the useful site life. On December 18, 1996, we received Permit No. WQ0413116 for our alkaline stabilization facility for the distribution of Class A residuals. This work is under construction with a scheduled completion date in January 1998. Sincerely,-,--. -"Frederic L. Baker, P.E. Director of Public Works/Utilities FLB:pm cc: --Robert Fanner, DENR A. Lee Galloway, Town Manager David Smith, Wastewater Treatment Plaut Superintendent POB 100, 16 SOUTH MAIN STREET, WAYNESVILLE, NC 28786-0100 • PHONE (704) 456-3515 • FAX (704) 456-2000 ,,orth Caroli' = . ,,artment of Environment, riealth and Natural Resources DivisionofEnvironmental Management James B. Hunt, Jr., Governor Jonathan B. Howes, Secretary } A. Preston Howard, Jr., P.E., Director John Siler, Town Manager Town of Waynesville Post Office Box C-100 Waynesville, North Carolina 28786 Dear Mr. Siler: A. A _ October 8, 1993 Subject: Permit No. WQ0000195 Town of Waynesville Sludge Landfill Haywood County In accordance with your amendment request received September 2, 1993, we are forwarding herewith Permit No. WQ0000195 as amended, dated October 8, 1993, to the Town of Waynesville for the continued operation of the subject sludge disposal landfill. This permit is being amended to reinstate the 25 foot buffer between the sludge landfill and property line and delete monitoring wells N91Y2 and N91Y4 from the groundwater monitoring system. Monitoring wells N91Y2 and N91Y4 shall remain in operation so that samples may be obtained, if necessary. In addition, please be advised of Condition No. VI 12 which states the Town of Waynesville shall submit, within 24 months of permit issuance, an approvable engineering proposal stipulating the future sludge disposal alternative chosen by the Town. This condition is necessary because of the limited amount of area available for the continued sludge landfilling activities in addition to the Environmental Protection Agency's newly promulgated 503 Regulation which will significantly change the requirements for the ultimate disposal of sludge by landfilling. This permit shall be effective from the date of issuance until June 30, 1998, shall void Permit No. WQ0000195 issued July 9, 1993 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 to you, you have the right to request an adjudicatory hearing upon written request within 30 days following receipt of this permit. This request must be in the form of a written petition, conforming to Chapter 150B of 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. P.O. Box 29535, Raleigh, North Carolina 27626-0535 Telephone 919-733-7015 FAX 919-733-2496 An Equal Opportunity Affirmative Action Employer 50% recycled/ 10% post -consumer paper � I If you need additional information concerning this matter, please contact Mr. Michael D. Allen at (919) 733-5083. Sincerely, nn ►.�J. r4f, A. Pres Howard, Jr., P.E. cc: Haywood County Health Department Asheville Regional Office, Water Quality Section Asheville Regional Office, Groundwater Section Jack Floyd, Groundwater Section, Central Office Training and Certification Unit (no revised rating) Facilities Assessment Unit NORTH CAROLINA ENVIRONMENTAL MANAGEMENT COMMISSION DEPARTMENT OF ENVIRONMENT, HEALTH AND NATURAL RESOURCES RALEIGH SLUDGE LANDFILL 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 PERIMSSION IS HEREBY GRANTED TO Town of Waynesville Haywood County FOR THE continued operation of a sludge disposal facilities consisting of the land burial of approximately 46,600 W per year of dried sludge from the Town of Waynesville's Wastewater Treatment Plant to approximately 12.15 acres of land in Haywood County with no discharge of wastes to the surface waters, pursuant to the amendment request received September 2, 1993, and in conformity with the project plan, specifications, and other supporting data subsequently filed and approved by the Department of Environment, Health and Natural Resources and considered a part of this permit. This permit shall be effective from the date of issuance until June 30, 1998, shall void Permit No. WQ0000195 issued July 9, 1993 and shall be subject to the following specified conditions and limitations: I. PERFORMANCE STANDARDS 1. The sludge disposal program shall be effectively maintained and operated as a non - discharge system to prevent the discharge of any wastes resulting from the operation of this program. 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. In the event that the sludge disposal program is not operated satisfactorily, including the creation of nuisance conditions, the Permittee shall cease applying sludge to the landfill and. take any immediate corrective actions, including the construction of additional or replacement wastewater treatment or disposal facilities. 4. The current buffer of 25 feet between the sludge disposal area and the property boundary shall continue to be maintained. 5. A copy of this permit shall be kept at the sludge landfill during the life of this permit. 1 eERATIUN 1. The facilities and disposal sites shall be properly maintained and operated at all times. 2. No sludges other than the following are hereby approved for landfill disposal in accordance with this permit: Permit Estimated Source County Number Volume (ft3lysar) Waynesville WWTP Haywood NC0025321 46,600 3. Upon classification of the facility by the Certification Commission, 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 Certification Commission. The Permittee must also employ a certified back-up operator of the appropriate type and grade to comply with the conditions of Title 15A, Chapter 8A, .0202. The ORC of the facility must visit each Class I facility at least weekly and each Class 11, 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 Title 15A, Chapter 8A, .0202. 4. Adequate procedures shall be provided to prevent surface runoff from carrying any disposed or stored sludge material into any surface waters. 5. Appropriate measures must be taken to control public access to the sludge landfill during active site use. Such controls may include the posting of signs indicating the activities being conducted at the site. 6. Adequate provisions shall be taken to prevent wind erosion and surface runoff from conveying pollutants from the sludge application area onto the adjacent property or into the surface waters. 7. No crops for human consumption shall be raised on these sites. 8. Adequate inspection, maintenance and cleaning shall be provided by the Permittee to insure proper operation of the subject facilities. 1. Any monitoring (including groundwater, surface water, sludge, soil, or plant tissue analyses) deemed necessary by the Division of Environmental Management to insure protection of the environment will be established and an acceptable sampling and reporting schedule shall be followed. If monitoring data indicates minimal or no concern to the Division, reduction of monitoring requirements may be pursued after two annual reporting periods. 2. Proper records shall be maintained by the Permittee tracking all disposal activities. These records shall include, but are not necessarily limited to the following information: a) bate of sludge application, b) Volume of dried sludge disposed, c) Percent Solids of sludge disposed. r� An annual sluuge analysis and annual Toxicity Characteristics Leaching Procedure (TCLP) analysis shall be conducted by the Permittee and the results maintained on file by the Permittee for a minimum of five years. If land application occurs at a frequency less than quarterly, sludge analysis will be required for each instance of land application. The sludge analysis shall include but is not necessarily limited to the following parameters: % total solids Magnesium Chlorides Sulfate Phosphorus Potassium Lead Zinc Copper Nickel Cadmium Chromium Sodium Calcium Total Nitrogen Ammonia Nitrogen Nitrate/Nitrite Nitrogen pH Plant Available Nitrogen (by calculation) The TCLP analysis shall include the following parameters: Arsenic Benzene Carbon tetrachloride Chlorobenzene Chromium m -Cresol Cresol 1,4 -Dichlorobenzene 1,1-Dichloroethylene Endrin Hexachlorobenzene Hexachloroethane Lindane Methoxychlor Nitrobenzene Pyridine Silver Toxaphene 2,4,5 -Trichlorophenol 2,4,5 -TP (Silvex) Barium Cadmium Chlordane Chloroform o -Cresol p -Cresol 2,4-D 1,2-Dichloroethane 2,4-Dinitrotoluene Heptachlor (and its hydroxide) Hexachloro-1,3-butadiene Lead Mercury Methyl ethyl ketone Pentachlorophenol Selenium Tetrachloroethylene Trichloroethylene 2,4,6 -Trichlorophenol Vinyl chloride 4. Three copies of all monitoring and reporting requirements as specified in conditions 11[ 1, 1112 and 1113 shall be submitted annually on or before March 1 of the following year to the following address: NC Division of Environmental Management Water Quality Section Facility Assessment Unit PO Box 29535 Raleigh, NC 27626-0535 3 Noncompliance Notification: The Permittee shall report by telephone to the Asheville Regional Office, telephone number (704) 251-6208 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 with the land application program which results in the land application of significant amounts of wastes which are abnormal in quantity or characteristic. b. Any failure of the land application program resulting in a release of sludge material to receiving waters. c. Any time that self-monitoring information indicates that the facility has gone out of compliance with the conditions and limitations of this permit or the parameters on which the system was designed. d. Any process unit failure, due to known or unknown reasons, that render the facility incapable of adequate sludge treatment. e. Any spillage or discharge from a vehicle or piping system transporting sludge to the application site. Persons reporting such occurrences by telephone shall also file a written report in letter form within 15 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 1. The four (4) existing monitoring wells, N91Y1, N91Y3, MW -5 and MW -6, shall continue to be sampled every March, July and November for the following parameters: Nitrate (NO3) Ammonia Nitrogen Aluminum TDS Potassium Sodium pH Water Level Chloride Fecal Coliforms TOC SO4 Cadmium Zinc Copper Volatile Organic Compounds - In November only (by Method 1 or Method 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. 4 If TOC conc&ii rations 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. 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 on Form GW -59 (Compliance Monitoring Report Form) every April, August and December. 2. The Compliance Boundary delineated on the attached site map for the disposal system is specified by regulations in 15 NCAC 2L, Groundwater Classifications and Standards. The Compliance Boundary is established at either (1) 500 feet from the waste disposal area, or (2) the property boundary, whichever is closet to the waste disposal area. An exceedance of Groundwater Quality Standards beyond the Compliance Boundary is subject to immediate remediation action in addition to the penalty provisions applicable under General Statute 143-215.6(1)a. Also in accordance with 15A NCAC 2L, a REVIEW BOUNDARY delineated on the attached site map for the disposal system is established around 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. 3. Any additional groundwater quality monitoring as deemed necessary by the Division of Environmental Management shall be provided. V. INSPECTIONS 1. The Permittee or his designee shall inspect the sludge storage, transport, 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 by the Division of Environmental Management or other permitting authority. 2. Any duly authorized officer, employee, or representative of the Division of Environmental Management may, upon presentation of credentials, enter and inspect any property, premises or place on or related to the disposal site and facility at any reasonable time for the purpose of determining compliance with this permit; may inspect or copy any records that must be kept under the terms and conditions of this permit; or may obtain samples of groundwater, surface water, or leachate: 5 1. This permit shall become voidable unless the sludge disposal activities are carried out in accordance with the conditions of this permit and in the manner approved by this Division. 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 a name change of the Permittee, a formal permit request must be submitted to the Division of Environmental Management 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 mayor may not be approved. 4. Issuance of this permit shall void all previously issued permits regulating the use of the subject landfill and all landfilling activities. 5. Failure to abide by the conditions and limitations contained in this permit may subject the Permittee to an enforcement action by the Division of Environmental Management in accordance with North Carolina General Statute 143-215.6A to 143-215.6C. 6. 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 15 NCAC 2H .0205 (c)(4)• 7. 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. 8. A set of approved documents for the subject project must be retained by the applicant for the life of the permit. 9. 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. 10. This permit may be modified, or revoked and reissued to incorporate any conditions, limitations and monitoring requirements the Division of Environmental Management deems necessary in order to adequately protect the environment and public health. 11. In any future transfer of this land, a notice shall be given to the new owner that gives full details of the materials applied or incorporated at this site. - 12. The Town of Waynesville shall submit, within 24 months of permit issuance, an approvable engineering proposal stipulating the future sludge disposal alternative chosen by the Town. 0 ..mit issued this the 8th day of October, 1993 NORTH CAROLINA ENVIRONMENTAL MANAGEMENT COMMISSION 6'" 1 (/ . r A. Preston ard, Jr., P.E., Oirector Division of amental Management By Authority of the Environmental Management Commission Permit No. WQ0000195 7 �f i'! ,J~��� t 11 ``I\ 1\�\� \-!Q � � p• '% 1I 11 -tl �l-1 _. ,t .t /i jT \ `no \'oe�'s n p `,r Ful, ahl em ` : t\ I 1 t •� e �•- Jf � �� � Silo �i .$ Q le R s \' to 17 • c In Cj.-5 `V- 4, 4 /. ,4f, I�� \ 1, G11 I ia; W O 1 n - f, .�-'>✓ �l \1� of •.(„ •.� ��, ��•• ,`�_ gip= f cc v o tl • • Hills I �f1� �• ted. P1=LCha n. • .� • • ° � A; 1, •:�' - �i } \\� _��' I . • outh tente0r BM 2565 A 144��� Ce - e' 3933 1 Swimming , µnaluskd tf.•,° Ju 670 000 / �. v t� dcj0 : rIA . t, pool BM N �r FEET eti • �. 8,4 �� ELEV 2562 258 \� - � �` a Tray ti c 3 All s• P n N. m$`� �ellowSt14Dw I• • �� • `• ,%,�� ° 1 �% �— ! � 8t :� Yr'�j y.• •\ �'�� 46' 1\ ` 1t uMaDIrGrr( a`• ® �-y ChKUFhO l l•) .Goll x , (, Fairw _ n mer- i I ` ' r : , _'--.j�. � .. • .� �'4 d' U - -�`"�� /jam - -?� �� � • p. r d�fi �•-- fe' 4 . �J (\/( (ori;�s-�r�� .�-' /, .: `t �` •'. x 't7/i Ji N 1f�lM,�J i\(\ .4 (,-j •iCJh.. � ��IE (O/ QF ° ° e�� V � \ I' r `t li✓, 1..!l., •• ' • J. urC \ �•f � 1. 2 1 � 1 1 • 1 i (t c si "31 .J ill tete 1 y t Gardetilq • �°..�� 13 ��/�� -���' •� y1 I� • d.° .,i, -�•• x° ` °( �, yip f '\/�'�• °_ � � % / p � ` •r M' _ iayngSv 83°00' I'19 1320 1121 820000 FEET 1 1322 57'30' 7 MI- 7O BLUE RIDGE PARKWAY 0.2 M/ TO U.S. 23 SY(VA 19 Ml. % Mapped and edited by Tennessee Valley Authority o,\E Published by the Geological Survey p �� Control by NOSINOAA, USES, and NA KH GIN Revised by TVA in 1967 by photogrammetric methods using aerial photographs taken 1966 and by reference to TVA•USGS Quadrangle dated 1941. Map field checked by TVA, 1967 44 MILS 1.07 20 MILS Polyconic projection. 1927 North American datum 10,000 -foot grid based on North Carolina rectangular coordinate system UTM GRID AND 3978 MAGNETIC NORTH 1000 meter Universal Transverse Mercator Grid ticks, DECLINATION AT CENTER OF SHEET Zone 17, shown in blue Revisions shown in purple and recompilation of woodland AND Fine red dashed lines indicate selected fence and field lines areas compiled by the Tennessee Valley Authority from aerial visible on aerial photographs. This information is unchecked photographs taken 1976. This information not field checked. There may be private inhoidings within the boundaries of Map edited 1978 the National or State reservations shown on this map .girth Carolit ,merit of Envi(ollinent, ,aalth and Natural Resources Division of Environmental Management James B. Hunt, Jr., Governor 60, Jonathan B. Howes, Secretary A. Preston Howard, Jr., P.E., Director John Siler, Town Manager Town of Waynesville Post Office Box C-100 Waynesville, North Carolina 28786 Dear Mr. Siler: October 8, 1993 Subject: Permit No. WQ0000195 Town of Waynesville Sludge Landfill Haywood County In accordance with your amendment request received September 2, 1993, we are forwarding herewith Permit No. WQ0000195 as amended, dated October 8, 1993, to the Town of Waynesville for the continued operation of the subject sludge disposal landfill. This permit is being amended to reinstate the 25 foot buffer between the sludge landfill and property line and delete monitoring wells N91Y2 and N91Y4 from the groundwater monitoring system. Monitoring. wells N91Y2 and N91Y4 shall remain in operation so that samples may obtained, if necessary. In addition, please be advised of Condition No. VI 12 which states the Town of Waynesville shall submit, within 24 months of permit issuance, an approvable engineering proposal stipulating the future sludge disposal alternative chosen by the Town. This condition is necessary because of the limited amount of area available for the continued sludge landfilling activities in addition to the Environmental Protection Agency's newly promulgated 503 Regulation which will significantly change the requirements for the ultimate disposal of sludge by landfilling. This permit shall be effective from the date of issuance until June 30, 1998, shall void Permit No. WQ0000195 issued July 9, 1993 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 to you, you have the right to request an adjudicatory hearing upon written request within 30 days following receipt of this permit. This request must be in the form of a written petition, conforming to Chapter 150B of 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. P.O. Box 29535, Raleigh, North Carolina 27626-0535 Telephone 919-733-7015 FAX 919-733-2496 An Equal Opportunity Affirmative Action Employer 50% recycled/ 10% post -consumer paper 1 L F` t� OFT 1 31993 } Subject: Permit No. WQ0000195 Town of Waynesville Sludge Landfill Haywood County In accordance with your amendment request received September 2, 1993, we are forwarding herewith Permit No. WQ0000195 as amended, dated October 8, 1993, to the Town of Waynesville for the continued operation of the subject sludge disposal landfill. This permit is being amended to reinstate the 25 foot buffer between the sludge landfill and property line and delete monitoring wells N91Y2 and N91Y4 from the groundwater monitoring system. Monitoring. wells N91Y2 and N91Y4 shall remain in operation so that samples may obtained, if necessary. In addition, please be advised of Condition No. VI 12 which states the Town of Waynesville shall submit, within 24 months of permit issuance, an approvable engineering proposal stipulating the future sludge disposal alternative chosen by the Town. This condition is necessary because of the limited amount of area available for the continued sludge landfilling activities in addition to the Environmental Protection Agency's newly promulgated 503 Regulation which will significantly change the requirements for the ultimate disposal of sludge by landfilling. This permit shall be effective from the date of issuance until June 30, 1998, shall void Permit No. WQ0000195 issued July 9, 1993 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 to you, you have the right to request an adjudicatory hearing upon written request within 30 days following receipt of this permit. This request must be in the form of a written petition, conforming to Chapter 150B of 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. P.O. Box 29535, Raleigh, North Carolina 27626-0535 Telephone 919-733-7015 FAX 919-733-2496 An Equal Opportunity Affirmative Action Employer 50% recycled/ 10% post -consumer paper If you need additional information concerning this matter, please contact Mr. Michael D. Allen at (919) 733-5083. Sincerely, d kO �jt A. Pres Howard, Jr., P.E. cc: Haywood County Health Department Asheville Regional Office, Water Quality Section Asheville Regional Office, Groundwater Section Jack Floyd, Groundwater Section, Central Office Training and Certification Unit (no revised rating) Facilities Assessment Unit NORTH CAROLINA ENVIRONMENTAL MANAGEMENT COMMISSION DEPARTMENT OF ENVIRONMENT, HEALTH AND NATURAL RESOURCES RALEIGH SLUDGE LANDFILL 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 Town of Waynesville Haywood County FOR THE continued operation of a sludge disposal facilities consisting of the land burial of approximately 46,600 ft3 per year of dried sludge from the Town of Waynesville's Wastewater Treatment Plant to approximately 12.15 acres of land in Haywood County with no discharge of wastes to the surface waters, pursuant to the amendment request received September 2, 1993, and in conformity with the project plan, specifications, and other supporting data subsequently filed and approved by the Department of Environment, Health and Natural Resources and considered a part of this permit. This permit shall be effective from the date of issuance until June 30, 1998, shall void Permit No. WQ0000195 issued July 9, 1993 and shall be subject to the following specified conditions and limitations: 11 DI&I IFRO 1. The sludge disposal program shall be effectively maintained and operated as a non= discharge system to prevent the discharge of any wastes resulting from the operation of this program. 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. In the event that the sludge disposal program is not operated satisfactorily, including the creation of nuisance conditions, the Permittee shall cease applying sludge to the landfill and take any immediate corrective actions, including the construction of additional or replacement wastewater treatment or disposal facilities. 4. The current buffer of 25 feet between the sludge disposal area and the property boundary shall continue to be maintained 5. A copy of this permit shall be kept at the sludge landfill during the life of this permit. 1 1. The facilities and disposal sites shall be properly maintained and operated at all times. 2. No sludges other than the following are hereby approved for landfill disposal in accordance with this permit: Permit Estimated Source County Number Volume (f lyear) Waynesville WWTP Haywood NC0025321 46,600 3. Upon classification of the facility by the Certification Commission, 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 Certification Commission. The Permittee must also employ a certified back-up operator of the appropriate type and grade to comply with the conditions of Title 15A, Chapter 8A, .0202. The ORC of the facility must visit each Class I facility at least weekly and each Class 11, 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 Title 15A, Chapter 8A, .0202. 4. Adequate procedures shall be provided to prevent surface runoff from carrying any disposed or stored sludge material into any surface waters. 5. Appropriate measures must be taken to control public access to the sludge landfill during active site use. Such controls may include the posting of signs indicating the activities being conducted at the site. 6. Adequate provisions shall be taken to prevent wind erosion and surface runoff from conveying pollutants from the sludge application area onto the adjacent property or into the surface waters. 7. No crops for human consumption shall be raised on these sites. 8. Adequate inspection, maintenance and cleaning shall be provided by the Permittee to insure proper operation of the subject facilities. 1. Any monitoring (including groundwater, surface water, sludge, soil, or plant tissue analyses) deemed necessary by the Division of Environmental Management to insure protection of the environment will be established and an acceptable sampling and reporting schedule shall be followed. If monitoring data indicates minimal or no concern to the Division, reduction of monitoring requirements may be pursued after two annual reporting periods. 2. Proper records shall be maintained by the Permittee tracking all disposal activities. These records shall include, but are not necessarily limited to the following information: a) Date of sludge application, b) Volume of dried sludge disposed, c) Percent Solids of sludge disposed. 2 a i �. An annual sludge analysis and annual Toxicity Characteristics Leaching Procedure (TCLP) analysis shall be conducted by the Permittee and the results maintained on file by the Permittee for a minimum of five years. If land application occurs at a frequency less than quarterly, sludge analysis will be required for each instance of land application. The sludge analysis shall include but is not necessarily limited to the following parameters: % total solids Magnesium Chlorides Sulfate Phosphorus Potassium Lead Zinc Copper Nickel Cadmium Chromium Sodium Calcium Total Nitrogen Ammonia Nitrogen Nitrate/Nitdte Nitrogen pH Plant Available Nitrogen (by calculation) The TCLP analysis shall include the following parameters: Arsenic Barium Benzene Cadmium Carbon tetrachloride Chlordane Chlorobenzene Chloroform Chromium o -Cresol m -Cresol p -Cresol Cresol 2,4-D 1,4 -Dichlorobenzene 1,2-Dichloroethane 1,1-Dichloroethylene 2,4-Dinitrotoluene Endrin Heptachlor (and its hydroxide) Hexachlorobenzene Hexachloro- 1,3 -butadiene Hexachloroethane Lead Lindane Mercury Methoxychlor Methyl ethyl ketone Nitrobenzene Pentachlorophenol Pyridine Selenium Silver Tetrachloroethylene Toxaphene Trichloroethylene 2,4,5 -Trichlorophenol 2,4,6 -Trichlorophenol 2,4,5 -TP (Silvex) Vinyl chloride 4. Three copies of all monitoring and reporting requirements as specified in conditions 1111, III 2 and 1113 shall be submitted annually on or before March 1 of the following year to the following address: NC Division of Environmental Management Water Quality Section Facility Assessment Unit PO Box 29535 Raleigh, NC 27626-0535 3 Noncompliance Notification: The Permittee shall report by telephone to the Asheville Regional Office, telephone number (704) 251-6208 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 with the land application program which results in the land application of significant amounts of wastes which are abnormal in quantity or characteristic. b. Any failure of the land application program resulting in a release of sludge material to receiving waters. c. Any time that self-monitoring information indicates that the facility has gone out of compliance with the conditions and limitations of this permit or the parameters on which the system was designed. d. Any process unit failure, due to known or unknown reasons, that render the facility incapable of adequate sludge treatment. e. Any spillage or discharge from a vehicle or piping system transporting sludge to the application site. Persons reporting such occurrences by telephone shall also file a written report in letter form within 15 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. nNINUM11'1'� s _1 1_ 1. The four (4) existing monitoring wells, N91Y1, N91Y3, MW -5 and MW -6, shall continue to be sampled every March, July and November for the following parameters: Nitrate (NO3) Ammonia Nitrogen Aluminum TDS Potassium Sodium pH Water Level Chloride Fecal Coliforms TOC SO4 Cadmium Zinc Copper Volatile Organic Compounds - In November only (by Method 1 or Method 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. 4 If TOC conci..►trations 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 back ound 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 on Form GW -59 (Compliance Monitoring Report Form) every April, August and December. 2 The Compliance Boundary delineated on the attached site map for the disposal system is specified by regulations in 15 NCAC 2L, Groundwater Classifications and Standards. The Compliance Boundary is established at either (1) 500 feet from the waste disposal area, or (2) the property boundary, whichever is closet to the waste disposal area. An exceedance of Groundwater Quality Standards beyond the Compliance Boundary is subject to immediate remediation action in addition to the penalty provisions applicable under General Statute 143-215.6(1)a. Also in accordance with 15A NCAC 2L, a REVIEW BOUNDARY delineated on the attached site map for the disposal system is established around 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. 3. Any additional groundwater quality monitoring as deemed necessary by the Division of Environmental Management shall be provided V. INSPECTIONS 1. The Permittee or his designee shall inspect the sludge storage, transport, 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 by the Division of Environmental Management or other permitting authority. 2. Any duly authorized officer, employee, or representative of the Division of Environmental Management may, upon presentation of credentials, enter and inspect any property, premises or place on or related to the disposal site and facility at any reasonable time for the purpose of determining compliance with this permit; may inspect or copy any records that must be kept under the terms and conditions of this permit; or may obtain samples of groundwater, surface water, or leachate. 5 I.ENERAL CON u!TIONS 1. This permit shall become voidable unless the sludge disposal activities are carried out in accordance with the conditions of this permit and in the manner approved by this Division. 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 a name change of the Permittee, a formal permit request must be submitted to the Division of Environmental Management 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. Issuance of this permit shall void all previously issued permits regulating the use of the subject landfill and all landfilling activities. 5: Failure to abide by the conditions and limitations contained in this permit may subject the Permittee to an enforcement action by the Division of Environmental Management in accordance with North Carolina General Statute 143-215.6A to 143-215.6C. 6. 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 15 NCAC 2H .0205 (c)(4)• 7. 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. 8. A set of approved documents for the subject project must be retained by the applicant for the life of the permit. 9. 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., 10. This permit may be modified, or revoked and reissued to incorporate any conditions, limitations and monitoring requirements the Division of Environmental Management deems necessary in order to adequately protect the environment and public health. 11. In any future transfer of this land, a notice shall be given to the new owner that gives full details of the materials applied or incorporated at this site. 12. The Town of Waynesville shall submit, within 24 months of permit issuance, an approvable engineering proposal stipulating the future sludge disposal alternative chosen by the Town. C.1 .tet issued this the 8th day of October, 1993 NORTH CAROLINA ENVIRONMENTAL MANAGEMENT COMMISSION A. Preston ard, Jr., P.E., FDirector Division of ERVironmental Management By Authority of the Environmental Management Commission Permit No. WQ0000195 r o _- H ✓17� �r Ij'��ie Pf0 ���p�� 1H ;r Ful- .rCht� em� i JJ_rt�iit Orr,, N r f'�u f N e -.==.ori / • y\ y �. • » / l I } `. .. /•,' `^ - `\ ,� " - o � ie Gad $_: ��k � 1 ' 'tn+ sll • `� / r / ,- 1-�\J� � ` ; ' •� ' " %`�?- ��-'mill v o +� , �. r `Hills. `'� ;, '. t� ` J ' � �•. ..\ r''.�s Cna¢ n. SM A 144 ,` �' outh centea, 2544 •�~ "33 J �;� .. swimming tµAatu-5ka ,`.- JU 670000 %'r' ; < dC10 tl . • (� pool J BM N , FEET -=� °�, r Br »•, ELEV 2562 258 Cf 0011 TraitAR 11 ► ..i !, ; Q:,\ �=y. - � - moi' '�� 1 Yb I % � � �,. � ��� j•• ,- i mac• 4 . � sir . �' '✓ // � ��•w 1, I `[,� J 8 .� rr5 Y' � � t � `--\ • •Slit 1 :e J �, Z7- \ /S in p 1•. e11 j uMeple (a l !`� I .6 jp '333;i--= i� .arCn h0 .Q 1 1. i . Golf ,oma •. ,� - — T _?t tours _� M -,:. / ..1,'.'='•�v�c�•'\ Fairw e^--_ 3s32r .� .r : • .. :`.til �-•--'-���_ J R �(-` �. ••.,.•: -ate .,S � � BOJ U, �• ti� f -hurt �y ,� -"�•° rf .-"�. /` � ` ,�P%i '.�� as � -\ ,n Ll Hi tcre error l • „ +r ! t Gardena 23 /—� Ar N. VI If DIE '� �;., � -�l i •t , ems-- `c=�' , , � �- , �,;� L�..��� , ;� J � � ��; �� r ... ,--, 'e M' __ � aynpsvl'il �,._� . � • / m „/-1 35.30, IYA S E �� ' , • l / 1319 f 1320 •1121 620 000 FEET X22 57'30' 83 DOT Mr. TO BLUE RIDGE PARKWAY 0.2 M/ TO U.S. 23 SYLVA l9 Mr. r Mapped and edited by Tennessee Valley Authority c,%'I'Published by the Geological Survey �is � Control by NOS/NOAA, USES, and TVA MN GN 00Revised by TVA in 1967 by photogrammetric methods using aerial photographs taken 1966 and by reference to TVA-USGS 2%- Quadrangle dated 1941. Map field checked by TVA, 1967 Qa MILS 20 (MILS Polyconic projection. 1927 North American datum 10.000 -foot grid based on North Carolina rectangular coordinate system UTM GRID AND 1978 MAGNETIC NORTH 1000 meter Universal Transverse Mercator Grid ticks, DECLINATION AT CENTER OF SHEET Zone 17, shown in blue Revisions shown in purple and recompilation of woodland AND Fine red dashed lines indicate selected fence and field lines areas compiled by the Tennessee Valley Authority from aerial visible on aerial photographs. This information is unchecked photographs taken 1976. This information not field checked. There may be private inholdings within the boundaries of Map edited 1978 the National or State reservations shown on this map .firth Caroline__, -, ,ment of Environment, ,aalth and Natural Resources Division of Environmental Management James B. Hunt, Jr., Governor Jonathan B. Howes, Secretary A. Preston Howard, Jr., P.E., Director John Siler, Town Manager Town of Waynesville Post Office Box C-100 Waynesville, North Carolina 28786 Dear Mr. Siler: In accordance with the renewal request received March 2, 1993, we are forwarding herewith Permit No. WQ0000195, dated August 6, 1993, to the Town of Waynesville for the continued operation of the subject sludge disposal landfill. Please be advised of Condition No. VI 6 which states that the Town of Waynesville shall submit, within 24 months of permit issuance, an approvable engineering proposal stipulating the future sludge disposal alternative chosen by the Town. This condition is necessary because of the limited amount of area available for the continued sludge landfilling activities in addition to the Environmental Protection Agency's newly promulagated 503 Regulations which will significantly change the requirements for the ultimate disposal of sludge by landfilling. This permit shall be effective from the date of issuance until July 31, 1998, shall void the minor modification to Permit No. WQ0000195 issued February 10, 1992, shall void Permit No. WQ0000195 issued May 26, 1989 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 to you, you have the right to request an adjudicatory hearing upon written request within 30 days following receipt of this permit. This request must be in the form of a written petition, conforming to Chapter 150B of 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. If you need additional information concerning this matter, please contact Mr. Michael D. Allen at (919) 733-5083. Sincerely, GY A. Pres6n Howard, Jr., P.E. Director 4 cc: Haywood County Health Department Asheville Regional Office, Water Quality Section Asheville Regional Office, Groundwater Section Jack Floyd, Groundwater Section, Central Office Training and Certification Unit Facilities Assessment Unit P.O. Box 29535, Raleigh, North Carolina 27626-0535 Telephone 919-733-7015 FAX 919-733-2496 An Equal Opportunity Affirmative Action Employer 50% recycled/ 10% post -consumer paper NORTH CAROLINA ENVIRONMENTAL MANAGEMENT COMMISSION DEPARTMENT OF ENVIRONMENT, HEALTH AND NATURAL RESOURCES RALEIGH SLUDGE LANDFILL 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 Town of Waynesville Haywood County. FOR THE continued operation of a sludge disposal facilities consisting of the landfilling of approximately 46,600 W per year of dried sludge from the Town of Waynesville's Wastewater Treatment Plant to approximately 12.15 acres of land in Haywood County with no discharge of wastes to the surface waters, pursuant to the renewal request received March 2, 1993, and in conformity with the project plan, specifications, and other supporting data subsequently filed and approved by the Department of Environment, Health and Natural Resources and considered a part of this permit. This permit shall be effective from the date of issuance until July 31, 1998, shall void the minor modification to Permit No. WQ0000195 issued February 10, 1992, shall void Permit No. WQ0000195 issued May 26, 1989 and shall be subject to the following specified conditions and limitations: I. PERFORMANCE STANDARDS 1. The sludge disposal program shall be effectively maintained and operated as a non - discharge system to prevent the discharge of any wastes resulting from the operation of this program. 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. In the event that the sludge disposal program is not operated satisfactorily, including the creation of nuisance conditions, the Permittee shall cease applying sludge to the landfill and take any immediate corrective actions, including the construction of additional or replacement wastewater treatment or disposal facilities. 4. The current buffer of 25 feet between the sludge disposal area and the property boundary is to be extended to a minimum distance of 100 feet. 5. A copy of this permit shall be kept at the sludge landfill during the life of this permit. 1 1. The facilities and disposal sites shall be properly maintained and operated at all times. 2. No sludges other than the following are hereby approved for landfill disposal in accordance with this permit: Permit Estimated Source County Number Volume (ft3 e r Waynesville WWTP Haywood NC0025321 46,600 3. Upon classification of the facility by the Certification Commission, 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 Certification Commission. The Permittee must also employ a certified back-up operator of the appropriate type and grade to comply with the conditions of Title 15A, Chapter 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 Title 15A, Chapter 8A, .0202. 4. Adequate procedures shall be provided to prevent surface runoff from carrying any disposed or stored sludge material into any surface waters. 5. Appropriate measures must be taken to control public access to the sludge landfill during active site use. Such controls may include the posting of signs indicating the activities being conducted at the site. 6. Adequate provisions shall be taken to prevent wind erosion and surface runoff from conveying pollutants from the sludge application area onto the adjacent property or into the surface waters. 7. No crops for human consumption shall be raised on these sites. 8. Adequate inspection, maintenance and cleaning shall be provided by the Permittee to insure proper operation of the subject facilities. III. MONITORING AND REPORTING REQUIREMENTS 1. Any monitoring (including groundwater, surface water, sludge, soil, or plant tissue analyses) deemed necessary by the Division of Environmental Management to insure protection of the environment will be established and an acceptable sampling and reporting schedule shall be followed. If monitoring data indicates minimal or no concern to the Division, reduction of monitoring requirements may be pursued after two annual reporting periods. 2. Proper records shall be maintained by the Permittee tracking all disposal activities. These records shall include, but are not necessarily limited to the following information: a) Date of sludge landfilling, b) Volume of dried sludge disposed, c) Percent Solids of sludge disposed. 2 An annual sludge analysis and annual Toxicity Characteristics Leaching Procedure (TCLP) analysis shall be conducted by the Permittee and the results maintained on file by the Permittee for a minimum of five years. If land application occurs at a frequency less than quarterly, sludge analysis will be required for each instance of land application. The sludge analysis shall include but is not necessarily limited to the following parameters: % total solids Magnesium Chlorides Sulfate Phosphorus Potassium Lead Zinc Copper Nickel Cadmium Chromium Sodium Calcium Total Nitrogen Ammonia Nitrogen Nitrate/Nitrite Nitrogen pH Plant Available Nitrogen (by calculation) The TCLP analysis shall include the following parameters: Arsenic Barium Benzene Cadmium Carbon tetrachloride Chlordane Chlorobenzene Chloroform Chromium o -Cresol m -Cresol p -Cresol Cresol 2,4-D 1,4 -Dichlorobenzene 1,2-Dichloroethane 1, 1 -Dichloroethylene 2,4-Dinitrotoluene Endrin Heptachlor (and its hydroxide) Hexachlorobenzene Hexachloro-1,3-butadiene Hexachloroethane Lead Lindane Mercury Methoxychlor Methyl ethyl ketone Nitrobenzene Pentachlorophenol Pyridine Selenium Silver Tetrachloroethylene Toxaphene Trichloroethylene 2,4,5 -Trichlorophenol 2,4,6 -Trichlorophenol 2,4,5 -TP (Silvex) Vinyl chloride 4. Three copies of all monitoring and reporting requirements as specified in conditions 1111, 1112 and 1113 shall be submitted annually on or before March 1 of the following year to the following address: NC Division of Environmental Management Water Quality Section Facility Assessment Unit PO Box 29535 Raleigh, NC 27626-0535 K Noncompliance Notification: The Permittee shall report by telephone to the Asheville Regional Office, telephone number (704) 251-6208 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 with the land application program which results in the land application of significant amounts of wastes which are abnormal in quantity or characteristic. b. Any failure of the land application program resulting in a release of sludge material to receiving waters. c. Any time that self-monitoring information indicates that the facility has gone out of compliance with the conditions and limitations of this permit or the parameters on which the system was designed. d. Any process unit failure, due to known or unknown reasons, that render the facility incapable of adequate sludge treatment. e. Any spillage or discharge from a vehicle or piping system transporting sludge to the application site. Persons reporting such occurrences by telephone shall also file a written report in letter form within 15 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 1. The six (6) existing monitoring wells, N91Y1, N91Y2, N91Y3, N91Y4, MW -5 and MW - 6, shall continue to be sampled every March, July and November for the following parameters: Nitrate (NO3) Ammonia Nitrogen Aluminum TDS Potassium Sodium pH Water Level Chloride Fecal Coliforms TOC SO4 Cadmium Zinc Copper Volatile Organic Compounds - In November only (by Method 1 or Method 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. 0 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. 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 on Form GW -59 (Compliance Monitoring Report Form) every April, August and December. 2. The Compliance Boundary delineated on the attached site map for the disposal system is specified by regulations in 15 NCAC 2L, Groundwater Classifications and Standards. The Compliance Boundary is established at either (1) 500 feet from the waste disposal area, or (2) the property boundary, whichever is closet to the waste disposal area. An exceedance of Groundwater Quality Standards beyond the Compliance Boundary is subject to immediate remediation action in addition to the penalty provisions applicable under General Statute 143-215.6(1)a. Also in accordance with 15A NCAC 2L, a REVIEW BOUNDARY delineated on the attached site map for the disposal system is established around 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. 3. Any additional groundwater quality monitoring as deemed necessary by the Division of Environmental Management shall be provided. V. INSPECTIONS The Permittee or his designee shall inspect the sludge storage, transport, 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 by the Division of Environmental Management or other permitting authority. 2. Any duly authorized officer, employee, or representative of the Division of Environmental .Management may, upon presentation of credentials, enter and inspect any property, premises or place on or related to the disposal site and facility at any reasonable time for the purpose of determining compliance with this permit; may inspect or copy any records that must be kept under the terms and conditions of this permit; or may obtain samples of groundwater, surface water, or leachate. 5 i .NERAL CONDI "IONS 1. This permit shall become voidable unless the sludge disposal activities are carried out in accordance with the conditions of this permit and in the manner approved by this Division. 2. This pen -nit 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 a name change of the Permittee, a formal permit request must be submitted to the Division of Environmental Management 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. Issuance of this permit shall void all previously issued permits regulating the use of the subject landfill and all landfilling activities. 5. Failure to abide by the conditions and limitations contained in this permit may subject the Permittee to an enforcement action by the Division of Environmental Management in accordance with North Carolina General Statute 143-215.6A to 143-215.6C. 6. 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 15 NCAC 2H .0205 (c)(4)• 7. 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. 8. A set of approved documents for the subject project must be retained by the applicant for the life of the permit. 9. 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. 10. This permit may be modified, or revoked and reissued to incorporate any conditions, limitations and monitoring requirements the Division of Environmental Management deems necessary in order to adequately protect the environment and public health. 11. In any future transfer of this land, a notice shall be given to the new owner that gives full details of the materials applied or incorporated at this site. 12. The Town of Waynesville shall submit, within 24 months of permit issuance, an approvable engineering proposal stipulating the future sludge disposal alternative chosen by the Town. T _.c issued this the 6th day of August, 1993 NORTH CAROLINA ENVIRONMENTAL MANAGEMENT COMMISSION oa-�QL ,, 0. qT&c A. Preston Hard, Jr., P.E.1 Director Division of E ironmental Management By Authority of the Environmental Management Commission Permit No. WQ0000195 7 �l i ,1 / ��.� `' iitt?' �t�p '�' \. B@tS ,• i� !'fir t�''Fulbright' irn , m t l •� �• , ,,� I N giti h l�,f>oo1Nm- 04\ ePc LU a ' 1-V'�-.- i / (� v�i� 1 1/ �• •� •�. •\ j . �• gyp= :��_� Z Lu Lu U O _: �, . • . Hills � �� I .vr� � • � - �• • _ �\._ .w•- Chag 11. ( - outh centeDr a l u s ll Ju BM 2565 .oi O Ce e 3933 ` a 1 Swimmin 1L 1Z 670 000 ; 1. cid r : r1r1 . •• �. Pool a 3 BM N ; a FEET ^ - • �; �'a .� ELEV 2562 258 ••.• T Trail AH P �• Maio • " q� `,�' '�1 / / i %�} �p� yi. �� rte. ,mo J 'ellow4D \:_ J 1� �� • f 8 • .j 9YS t' .� . I in fey _ i "Chur G `} : �, � � / •6 e, /i � '� _' ' o ®_ • �e�h0 .L? 1llf 1 . Golfit • �J �r o: .� %., �: __. �s 3932 °" �-fj * • •,•� IiII IN 44 J /I;hurc --V 7931 Hi tiie mor, 3l :V �- �0•� i/ 3 / �. all + _ / ..,u E �' it • U• / '� •,�,�: 35°30' 83°00' -- 1319 % 320 1321 820000 FEET 1 1322 57'30. T Ml. TO BLUE RIDGE PARKWAY 0.2 Ml. TO U.S. 23 SYL VA /9. Ml. Mapped and edited by Tennessee Valley Authority 1 -,h" Published by the Geological Survey _'000'A Control by NOS/NOAA, USES, and TVA MN GN \SP1 Revised by TVA in 1967 by photogrammetric methods using aerial photographs taken 1966 and by reference to TVA-USGS 2%' quadrangle dated 1941. Map field checked by TVA, 1967 44 MILS Zo M ' Polyconic projection. 1927 North American datum 10,000 -foot grid based on North Carolina rectangular coordinate system UTM GRID AND 1978 MAGNETIC NORTH 1000 meter Universal Transverse Mercator Grid ticks, DECLINATION AT CENTER OF SHEET Zone 17, shown in blue Revisions shown in purple and recompilation of woodland AND Fine red dashed lines indicate selected fence and field lines areas compiled by the Tennessee Valley Authority from aerial visible on aerial photographs. This information is unchecked photographs taken 1976. This information not field checked. There may be private inholdings within the boundaries of Map edited 1978 the National or State reservations shown on this map Ln Carolina"" � tent of Environn lent, .ctith and Natural Resources Division of Environmental Management James B. Hunt, Jr., Governor l% Jonathan B. Howes, Secretary A. Preston Howard, Jr., P.E., Director John Siler, Town Manager Town of Waynesville Post Office Box C-100 Waynesville,, North Carolina 28786 Dear Mr. Siler: 4�� [D FE Subject: Permit No. WQ0000195 Town of Waynesville Sludge Landfill Haywood County In accordance with the renewal request received March 2, 1993, we are forwarding herewith Permit No. WQ0000195, dated August 6, 1993, to the Town of Waynesville for the continued operation of the subject sludge disposal landfill. Please be advised of Condition No. VI 6 which states that the Town of Waynesville shall submit, within 24 months of permit issuance, an approvable engineering proposal stipulating the future sludge disposal alternative chosen by the Town. This condition is necessary because of the limited amount of area available for the continued sludge landfilling activities in addition to the Environmental Protection Agency's newly promulagated 503 Regulations which will significantly change the requirements for the ultimate disposal of sludge by landfilling. This permit shall be effective from the date of issuance until July 31, 19,98, shall void the minor modification to Permit No. WQ0000195 issued February 10, 1992, shall void'Permit No. WQ0000195 issued May 26, 1989 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 to you, you have the right to request an adjudicatory hearing upon written request within 30 days following receipt of this permit. This request must be in the form of a written petition, conforming to Chapter 150B of 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. If you need additional information concerning this matter, please contact Mr. Michael D. Allen at (919) 733-5083. Sincerely, C, 0.1y C A. Pres6n Howard, Jr., P.E. Director 4 cc: Haywood County Health Department Asheville Regional Office, Water Quality Section -Asheville Regional Office, Groundwater Section Jack Floyd, Groundwater Section, Central Office Training and Certification Unit Facilities Assessment Unit P.O. Box 29535, Raleigh, North Carolina 27626-0535 Telephone 919-733-7015 FAX 919-733-2496 An Equal Opportunity Affirmative Action Employer 50% recycled/ 10% post -consumer paper 6 August 6, 1993 7 9 93 ,Y Subject: Permit No. WQ0000195 Town of Waynesville Sludge Landfill Haywood County In accordance with the renewal request received March 2, 1993, we are forwarding herewith Permit No. WQ0000195, dated August 6, 1993, to the Town of Waynesville for the continued operation of the subject sludge disposal landfill. Please be advised of Condition No. VI 6 which states that the Town of Waynesville shall submit, within 24 months of permit issuance, an approvable engineering proposal stipulating the future sludge disposal alternative chosen by the Town. This condition is necessary because of the limited amount of area available for the continued sludge landfilling activities in addition to the Environmental Protection Agency's newly promulagated 503 Regulations which will significantly change the requirements for the ultimate disposal of sludge by landfilling. This permit shall be effective from the date of issuance until July 31, 19,98, shall void the minor modification to Permit No. WQ0000195 issued February 10, 1992, shall void'Permit No. WQ0000195 issued May 26, 1989 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 to you, you have the right to request an adjudicatory hearing upon written request within 30 days following receipt of this permit. This request must be in the form of a written petition, conforming to Chapter 150B of 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. If you need additional information concerning this matter, please contact Mr. Michael D. Allen at (919) 733-5083. Sincerely, C, 0.1y C A. Pres6n Howard, Jr., P.E. Director 4 cc: Haywood County Health Department Asheville Regional Office, Water Quality Section -Asheville Regional Office, Groundwater Section Jack Floyd, Groundwater Section, Central Office Training and Certification Unit Facilities Assessment Unit P.O. Box 29535, Raleigh, North Carolina 27626-0535 Telephone 919-733-7015 FAX 919-733-2496 An Equal Opportunity Affirmative Action Employer 50% recycled/ 10% post -consumer paper NORTH CAROLINA — ENVIRONMENTAL MANAGEMENT COMMISSION DEPARTMENT OF ENVIRONMENT, HEALTH AND NATURAL RESOURCES RALEIGH SLUDGE LANDFILL 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 Town of Waynesville Haywood County FOR THE continued operation of a sludge disposal facilities consisting of the landfilling of approximately 46,600 W per year of dried sludge from the Town of Waynesville's Wastewater Treatment Plant to approximately 12.15 acres of land in Haywood County with no discharge of wastes to the surface waters, pursuant to the renewal request received March 2, 1993, and in conformity with the project plan, specifications, and other supporting data subsequently filed and approved by the Department of Environment, Health and Natural Resources and considered a part of this permit. This permit shall be effective from the date of issuance until July 31, 1998, shall void the minor modification to Permit No. WQ0000195 issued February 10, 1992, shall void Permit No. WQ0000195 issued May 26, 1989 and shall be subject to the following specified conditions and limitations: I. PERFORMANCE STANDARDS 1. The sludge disposal program shall be effectively maintained and operated as a non - discharge system to prevent the discharge of any wastes resulting from the operation of this program. 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. In the event that the sludge disposal program is not operated satisfactorily, including the creation of nuisance conditions, the Permittee shall cease applying sludge to the landfill and take any immediate corrective actions, including the construction of additional or replacement wastewater treatment or disposal facilities. 4. The current buffer of 25 feet between the sludge disposal area and the property boundary is to be extended to a minimum distance of 100 feet. 5. A copy of this permit shall be kept at the sludge landfill during the life of this permit. 1 I . The facilities and disposal sites shall be properly maintained and operated at all times. 2. No sludges other than the following are hereby approved for landfill disposal in accordance with this permit: Permit Estimated Source County Number Volume (ft3[ygar) Waynesville WWTP Haywood NC0025321 46,600 3. Upon classification of the facility by the Certification Commission, 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 Certification Commission. The Permittee must also employ a certified back-up operator of the appropriate type and grade to comply with the conditions of Title 15A, Chapter 8A, .0202. The ORC of the facility must visit each Class I facility at least weekly and each Class 1I, 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 Title 15A, Chapter 8A,.0202. 4. Adequate procedures shall be provided to prevent surface runoff from carrying any disposed or stored sludge material into any surface waters. 5. Appropriate measures must be taken to control public access to the sludge landfill during active site use. Such controls may include the posting of signs indicating the activities being conducted at the site. 6. Adequate provisions shall be taken to prevent wind erosion and surface runoff from conveying pollutants from the sludge application area onto the adjacent property or into the surface waters. 7. No crops for human consumption shall be raised on these sites. 8. Adequate inspection, maintenance and cleaning shall be provided by the Permittee to insure proper operation of the subject facilities. III. MONITORING AND REPORTING REQUIREMENTS 1. Any monitoring (including groundwater, surface water, sludge, soil, or plant tissue analyses) deemed necessary by the Division of Environmental Management to insure protection of the environment will be established and an acceptable sampling and reporting schedule shall be followed. If monitoring data indicates minimal or no concern to the Division, reduction of monitoring requirements may be pursued after two annual reporting periods. 2. Proper records shall be maintained by the Permittee tracking all disposal activities. These records shall include, but are not necessarily limited to the following information: a) Date of sludge landfilling, b) Volume of dried sludge disposed, c) Percent Solids of sludge disposed. 2 An annual sludge analysis and annual To Characten'tics Leaching Procedure (TCLP) analysis shall be conducted by the Permittee and the results maintained on file by the Permittee for a minimum of five years. If land application occurs at a frequency less than quarterly, sludge analysis will be required for each instance of land application. The sludge analysis shall include but is not necessarily limited to the following parameters: % total solids Magnesium Chlorides Sulfate Phosphorus Potassium Lead Zinc Copper Nickel Cadmium Chromium Sodium Calcium Total Nitrogen Ammonia Nitrogen Nitrate/Nitrite Nitrogen pH Plant Available Nitrogen (by calculation) The TCLP analysis shall include the following parameters: Arsenic Barium Benzene Cadmium Carbon tetrachloride Chlordane Chlorobenzene Chloroform Chromium o -Cresol m -Cresol p -Cresol Cresol 2,4-D 1,4 -Dichlorobenzene 1,2-Dichloroethane 1, 1 -Dichloroethylene 2,4-Dinitrotoluene Endrin Heptachlor (and its hydroxide) Hexachlorobenzene Hexachloro-1,3-butadiene Hexachloroethane Lead Lindane Mercury Methoxychlor Methyl ethyl ketone Nitrobenzene Pentachlorophenol Pyridine Selenium Silver Tetrachloroethylene Toxaphene Trichloroethylene 2,4,5 -Trichlorophenol 2,4,6 -Trichlorophenol 2,4,5 -TP (Silvex) Vinyl chloride 4. Three copies of all monitoring and reporting requirements as specified in conditions 11111, III 2 and III 3 shall be submitted annually on or before March 1 of the following year to the following address: NC Division of Environmental Management Water Quality Section Facility Assessment Unit PO Box 29535 Raleigh, NC 27626-0535 Noncompliance Notification: The Permittee shall report by telephone to the Asheville Regional Office, telephone number (704) 251-6208 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 with the land application program which results in the land application of significant amounts of`wastes which are abnormal in quantity or characteristic. b. Any failure of the land application program resulting in a release of sludge material to receiving waters. c. Any time that self-monitoring information indicates that the facility has gone out of compliance with the conditions and limitations of this permit or the parameters on which the system was designed. d. Any process unit failure, due to known or unknown reasons, that render the facility incapable of adequate sludge treatment. e. Any spillage or discharge from a vehicle or piping system transporting sludge to the application site. Persons reporting such. occurrences by telephone shall also file a written report in letter form within 15 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 1. The six (6) existing monitoring wells, N91Y1, N91Y2, N91Y3, N91Y4, MW -5 and MW - 6, shall continue to be sampled every March, July and November for the following parameters: Nitrate (NO3) Ammonia Nitrogen Aluminum TDS Potassium Sodium pH Water Level Chloride Fecal Coliforms TOC SO4 Cadmium Zinc Copper Volatile Organic Compounds - In November only (by Method 1 or Method 2 below). Method 1: Method 623OD (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 4 If TOC concen,�ations greater than 10 mg/1 are detecteo n 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 on Form GW -59 (Compliance Monitoring Report Form) every April, August and December. 2. The Compliance Boundary delineated on the attached site map for the disposal system is specified by regulations in 15 NCAC 2L, Groundwater Classifications and Standards. The Compliance Boundary is established at either (1) 500 feet from the waste disposal area, or (2) the property boundary, whichever is closet to the waste disposal area. An exceedance of Groundwater Quality Standards beyond the Compliance Boundary is subject to immediate remediation action in addition to the penalty provisions applicable under General Statute 143-215.6(1)a. Also in accordance with 15A NCAC 2L, a REVIEW BOUNDARY delineated on the attached site map for the disposal system is established around 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. 3. Any additional groundwater quality monitoring as deemed necessary by the Division of Environmental Management shall be provided. V. INSPECTIONS The Permittee or his designee shall inspect the sludge storage, transport, 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 by the Division of Environmental Management or other permitting authority. 2. Any duly authorized officer, employee, or representative of the Division of Environmental Management may, upon presentation of credentials, enter and inspect any property, premises or place on or related to the disposal site and facility at any reasonable time for the purpose of determining compliance with this permit; may inspect or copy any records that must be kept under the terms and conditions of this permit; or may obtain samples of groundwater, surface water, or leachate. 5 � NERAL CONDir IONS 1. This permit shall become voidable unless the sludge disposal activities are carried out in accordance with the conditions of this permit and in the manner approved by this Division. 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 a name change of the Permittee, a formal permit request must be submitted to the Division of Environmental Management 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. Issuance of this permit shall void all previously issued permits regulating the use of the subject landfill and all landfilling activities. 5. Failure to abide by the conditions and limitations contained in this permit may subject the Permittee to an enforcement action by the Division of Environmental Management in accordance with North Carolina General Statute 143-215.6A to 143-215.6C. 6. 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 15 NCAC 2H .0205 (c)(4)• 7. 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. 8. A set of approved documents for the subject project must be retained by the. applicant for the life of the permit. 9. 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. 10. This permit may be modified, or revoked and reissued to incorporate any conditions, limitations and monitoring requirements the Division of Environmental Management deems necessary in order to adequately protect the environment and public health. 11. In any future transfer of this land, a notice shall be given to the new owner that gives full details of the materials applied or incorporated at this site. 12. The Town of Waynesville shall submit, within 24 months of permit issuance, an approvable engineering proposal stipulating the future sludge disposal alternative chosen by the Town. 0 i -A issued this the 6th day of August, 1993 NORTH CAROLINA ENVIRONMENTAL MANAGEMENT COMMISSION &u,@L ,, �0. ffr&c -, z A. Preston H ard, Jr., P.E.1 Director Division of E ironmental Management By Authority of the Environmental Management Commission Permit No. WQ0000195 7 \\ ° A/ l �. 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TO BLUE RIDGE PARKWAY 0.2 Ml. TO U.S. 23 SYLVA 19 Mt �k� Mapped and edited by Tennessee Valley Authority 1 Published by the Geological Survey ���'000'k Control by NOS/NOAA, USGS, and TVA MN GN \SP1 Revised by TVA in 1967 by photogrammetric methods using aerial photographs taken 1966 and by reference to TVA-USGS z'%• quadrangle dated 1941. Map field checked by TVA, 1967 44 MUS20MILS Polyconic projection. 1927 North American datum 10,000-foot grid based on North Carolina rectangular coordinate system UTM GRID AND 1978 MAGNETIC NORTH 1000 meter Universal Transverse Mercator Grid ticks, DECLINATION AT CENTER OF SHEET Zone 17, shown in blue Revisions shown in purple and recompilation of woodland AND Fine red dashed lines indicate selected fence and field lines areas compiled by the Tennessee Valley Authority from aerial visible on aerial photographs. This information is unchecked photographs taken 1976. This information not field checked. There may be private inholdings within the boundaries of Map edited 1978 the National or State reservations shown on this map ESWIE Town of Waynesville December 19, 1996 Mr. Keith Haynes Division of Water Quality 59 Woodfin Place Asheville, NC 28801 Re: Sludge Landfill WQ 0000 195 Dear Keith• (J The Mayor and Board of Aldermen have,received a proposal from the Bible Baptist Church to purchase 0.507 acres of property at the entrance to sludge landfill and adjacent to the upgradient monitoring well. Enclosed is a map of the proposed conveyance. Please review and advise us of any comments, concerns or objections the State may have regarding the transfer of this land. The Bible Baptist Church is on the public water supply. The parcel has not been used for land application and serves as buffer. We acknowledge that some relocations of the gate, fences and signs will be needed to address control of public access. Your assistance is appreciated. sincere I-ederick L. Baker, P.E. Director of Public Works/Utilities FLB: pnk Enclosure POB C-100, 106 SOUTH MAIN ST, WAYNESVILLE, NC 28786-0100 • PHONE (704) 456-3515 LINE BEARING 1 N 45'27'58"E 2 N 50'37'45"E 3 S 38'06'38"E 4 N 59'44'36"E 5 S 28'06'38"E 6 S 63'12'40"W 7 S 48'57'10"W 8 S 48'57'10"W 9 N 60'49'00"W 10 N 60'49'00"W 11 N 60'49'00"W 12 N 20'51'13"W 13 N 20'51'13"W 14 N 39'36'03"E 15 N 27'20'03"E 16 N 21'39'19"E 17 N 25'47'00"E 18 N 33'48'05"E 19 N 42'42'23"E 20 N 63'12'40"E 21 S 380 06' 38 " E r¢ FILED FOR REGISTRATION THIS DAY OF _ ti O'CLUCK M. 1N CAB .J SLOT m L g� REGISTER OF DEEDS HAYWOOD COUNTY 9Ft DISTANCE 46.07 43.65 35.20 166.43 37.91 17.31 187.32 17.66 21.58 209.10 6.59 11.39 179.40 62.54 44.47 52.85 48.00 54.15 25.91 20.34 67. 51 TOWN of WAYNESVILLE 140 - 095 ) E Pass 1 g �E 1-4-456 Fes?, PORK+>y C-4 Pr�S5�8cE mPTt�,, rn PctRCH�43E 1,J47-Et2 C0/,161Ulf �T�sr1 'a'O NTS \0 NIP NCGS MON EXCHANGE" Y = 663,186. 548 X = 811, 948.714 Fnd CON 0 MON .AYNESVILLE %.;AROLI NA ANNUAL SLUDGE REPORT 1996 IlJN OF WAYNESVILLE WWTP 300 WALNUT TRAIL WAYNESVILLE NC 28786 704-452-4685 NPDES PERMIT# NC0025321 RESPONSIBLE OFFICIAL FRED BAKER TOWN OF WAYNESVILLE 106 SOUTH MAIN -STREET WAYNESVILLE NC 28786 704-452-4685 DISPOSAL SITE FRAZIER STREET WAYNESVILLE NC FACILITY OPERATOR DAVID SMITH TOWN OF WAYNESVILLE WWTP 300 WALNUT TRAIL WAYNESVILLE NC 28786 704-452-468,5 TONS DISPOSED OF IN 1996 METRIC TONS 403 L: PO�LL�UTANTSINWWTPSLUDGE ARSENIC CHROMIUM NICKEL SAMPLE DATE MG/KG ML,/KCl MG/KG 2/23/96 6.0 84.0 28.0 5/17/96 <2.0 < 1.0 6:3 8/27/96 1.6 8.7 5.0 12/16/96 11.3 38.6 58.9 CADMIUM COPPER LEAD MERCURY SELENIUM ZINC SAMPLE DATE MG/KG MG/KG _MrIKCZ MC-,1Kr, RAC,1KC, Nfir-Mr, 2/23/96 POLLUTANT LIMITS 503.23 TABLE 1 ARSENIC CHROMIUM NICKEL MG/KG iviG/KG MG/KG 73 600 420 0.22 2:50 I POLLUTANT LIMITS 503.23 TABLE 2 I Distance to property boundary 7.6 METERS ARSENIC CHROMIUM NICKEL MG/KG- MG/KG- MG/KG 30 200 210 CADMIUM COPPER LEAD MERCURY SELENIUM ZINC SAMPLE DATE MG/KG MG/KG _MrIKCZ MC-,1Kr, RAC,1KC, Nfir-Mr, 2/23/96 3.50 218.00 125.00 2.47 3.30 2600.00 5/17/96 < 0.1 38.70 18.80 0.22 2:50 170.00- 8/27/96 2.10 49.80 21.10 0.24 < 0.25 334.80 12/16/9.6 7.20 116.OQx 46100 0.23 0.50 2170.00 REC-'FIVED n� FEB F UTHES AT2:0- . Sfo UNI b Page 1 ,AYNESVILLE CAROLINA ANNUAL SLUDGE REPORT 1996 Pathogen Requirement 503.32 (B)(3) Appendix (B)(3) Is met -with Anerobic Digestion of sludge. Average dete-ntioff time - of 45 Days and with an Average Temperature of 85 degrees celsius. Vector Attraction Reduction 503.33 (B)(1) Is met with art average of 45% Reduction of Volatile solids. And by buriaf in monofill. The Town of Waynesville -is currently burying sewage sludge -in dedicated -unlined monofill pits approximately 75 feet long 12 feet wide 15 feet deep. Approximate sludge depth is 12 feet with 3-5 feet earth cover. Monofill Land is Town -owned -and- is restricted to public access. Run-off from these pits is prohibited due to- empty 3 feet space left in pit for earth cover. The Town of Waynesville is in compliance with 503.24 Management practices except 503.24 (J)(1)(2). I certify under penalty of law that the pathogen requirements- in- 50.32(b)(3,) andthevector attraction -reduction requirements in 503.33(b)(1) Have been met. This determination has been made under my direction and supervision in accordance with the system design" ensure thatqualified personnel -properly gather and evaluate the information use det nine the pathogen requirements and vector requirements have been met I am aware that :ar "' _alties for false ce if including the possibility of fine and imprisonment Title �-4 I '0— Page 2 Ile KETAW Corporation REPORT OF LABORATORY ANALYSIS December 16, 1996 Client: Town of Waynesville Wastewater Treatment Plant 300 Walnut Trail Waynesville, N.C. 28786 ATTN: David Smith Sample I.D.: Town of Waynesville - WWTP Annual Sludge - sampled 11/05/96 NPDF.S Permit # NCOO?5l % Total Chlorides Sulfate Total Phosphorus Nitrate/Nitrite Plant Available Solids Nickel Nitrogen Nitrogen < .5 mg/kg Nitrogen Nitrogen 50% 596 mg/kg 13,600 14,000 mg/kg 6,930 2,700 mg/kg 9,100 mg/kg 7.2 mg/kg 915.0 mg/kg 400 mg/kg 58.9 mg/kg Ammonia Lead Copper Cadmium Sodium Magnesium Potassium Zinc Nickel Nitrogen 6.8 < .5 mg/kg 11.3 mg/kg .225 mg/kg 2,200 463.0 116.0 7.2 mg/kg 915.0 85.9 mg/kg 400 2,170 58.9 mg/kg mg/kg mg/kg mg/kg mg/kg mg/kg mglkg Chromium Calcium pH Selenium Arsenic Mercury TCLP Pesticides 38.6 mg/kg 430 mg/kg 6.8 < .5 mg/kg 11.3 mg/kg .225 mg/kg ,vv, n. inuicaies results are attached REMARKS: Methodology is 17th and 18th Edition Standard Methods and/or EPA approved methodology. Holding times comply with 40 CFR 136. QA/QC information and bench sheets are on file and available on request. r) Irene F. Hyatt, Laboratory Supervisor 240-E Swannanoa River Road. Asheville. North Carolina 23805 telephone (704) 252-1944 facsimile (704) 252-1966 aS LABORATORY SERVICES CONSULTATION �cT2CAL =NDUSTR2AL RESEARCH LABORATORY 4295 Cromwell Road, Suite 614 Chattanooga, Tennessee 37421-2177 (423) 894-8102 CUSTOMER: 2332 RETAW CORPORATION 240-E SWANNANOA RIVER RD ASHVILLE, NC 28805 ATTENTION:IRENE HYATT (704) 252-1944 SAMPLE :TOWN OF WAYNESVILLE :ANNUAL SLUDGE LAB_ NO- : 961106—IL5128 DATE RECD. : 11/06/96 SAMPLE DATE: 11/05/96 DATE REQUESTED CUST P.O.: FAX: XXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXX ANALYSIS M.D.L. Methods Date Time Init. Chloride .................. 596 mg/Kg 12 351.3 11-14-96 1520 AM Phosphorus ................ 6930 mg/Kg 1.50 6010 11-22-96 1330 RL Total Nitrogen ............ 14000 mg/Kg N/A N/A N/A N/A N/A Nitrate/Nitrite ........... 2700 mg/Kg 2.5 353.3 11-07-96 1600 DG Plant Available Nitrogen .. 9100 mg/Kg 7 351.3 11-12-96 1000 TB Sulfate ................... 13600 mg/Kg 31 375.4 11-14-96 1700 AM Analyzed "Dry Basis" Notes: T.S. - 49.54 % KXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXX We hereby certify that the analytical procedures employed are those approved by the Environmental Protection Agency or other applicable methods for these analyses. ANALYTICALNDUSTR R EARCH LABORATORIES By _94S ENVIRONMENTAL SERVICES, INC. 903 North Bowser, Suite 230 Environmental Richardson, Texas 75081 Specialist (214) 699-3772 Toll Free: 1-800-LNS-9950 Fax: 214-669-3575 RETAW CORPORATION DATE RECEIVED: 11/08/96 240 E. Swannanoa River Rd., DATE REPORTED: 11/19/96 Asheville, NC 28805 REPORT NUMBER: 1555-1 ATTN: IRENE HYATT DATE ANALYZED: 11/12/96 .;�tunri� ANALYST: DKB,GDB PROJECT LOCATION: WAURESVIKE SAMPLE DATE: 11/05/96 TCLP EXTRACT METALS LIST EXTRACTION METHOD: 1311 Nira j- a LNS ENVIRONMENTAL SERVICES, INC. EPA PREPARA REGULATORY DETECTION RESULTS PARAMETERS HW -TION METHOD LEVEL LIMIT mg/l NUM- METHOD mg/1 mg/1 Arsenic ----------------------- D004 -- 3005 ------ 6010 ---------- 5.0 --------- 0.10 --------- <0.10 Barium ------------------ ---- D005 ------- 3005 ------ 6010 ---------- 100.0 --------- 0.01 --------- 0.18 Cadmium ----------------------- ---- D006 ------- 3005 ------ 6010 ---------- 1.0 --------- 0.01 --------- <0.01 Chromium ----------------------- ---- D007 ------- 3005 ------ 6010 ---------- 5.0 --------- 0.01 --------- <0.01 Lead -------------------- ---- D008 ---- ------- 3005 ------ 6010 ---------- 5.0 --------- 0.10 --------- <0.10 Mercury ----- D009 ------- 7470 ------ 7470 ---------- 0.2 --------- 0.0002 --------- <0.0002 Selenium ------ ---- D010 ------- 3005 ------ 6010 -----�---- 1 --------- 0.10 --------- <0.10 Silver ---- D011 ------- 3005 ------ 6010 ---------- 5 ----�---- 0.01 ----- <0.01 EXTRACTION METHOD: 1311 Nira j- a LNS ENVIRONMENTAL SERVICES, INC. _94S ENVIRONMENTAL SERVICES, INC. 903 North Bowser, Suite 230 Environmental Richardson, Texas 75081 Specialist (214) 699-3772 Toll Free: 1-800-LNS-9950 Fax: 214-669-3575 RETAW CORPORATION DATE RECEIVED: 11/08/96 240 E. Swannanoa River Rd., DATE REPORTED: 11/19/96 Asheville, NC 28805 REPORT NUMBER: 1555-1 ATTN: IRENE HYATT DATE ANALYZED: 11/13/96 W A ygef(f:(-c'e ANALYST: GK PROJECT LOCATION: WAURESVIKE SAMPLE DATE: 11/05/96 TCLP EXTRACT BNA LIST EXTRACTION METHOD: 1311 Niraj ff— LNS E NMENTAL SERVICES, INC EPA REGULATORY DETECTION RESULTS PARAMETERS HW 1PREPARA -TION METHOD LEVEL LIMIT mg/l NUM METHOD mg/1 mg/l 2-Methylphenol(o-Cresol) ------------------------- D023 3510 8270 200.0 0.010 <0.010 3 & 4-Methylphenol ---- D024 ------- 3510 ------ 8270 ---------- 200.0 --------- 0.010 ------- 0.150 (meta & para Cresol) ------------------------- D025 Cresol ------------------------- ---- D026 ------- 3510 ------ 8270 ---------- 200.0 --------- 0.010 ------- 0.150 1,4-Dichlorobenzene ------------------------- ---- D027 ------- 3510 ------ 8270 ---------- 7.5 --------- 0.010 ------- <0.010 2,4-Dinitrotoluene ------------------------- ---- D030 ------- 3510 ------ 8270 ---------- 0.13 --------- 0.010 ------- <0.010 Hexachlorobenzene ------------------------- ---- D032 ------- 3510 ------ 8270 ---------- 0.13 --------- 0.010 ------- <0.010 Hexachloro-1,3 ---- D033 ------- 3510 ------ 8270 ---------- 0.5 --------- 0.010 ------- <0.010 butadiene ------------------------- Hexachloroethane ---- D034 ------- 3510 ------ 8270 ---------- 3.0 --------- 0.010 ------- <0.010. -- Nitrobenzene ---- D036 -- ------- 3510 ------ 8270 ---- 2---- 0 --------- 0.005 ------- <0.005 Pentachlorophenol ------------------- D037 ------- 3510 ------ 8270 -----�---- 100.0 --------- 0.050 ------- <0.050 Pyridine -------- ---- D038 ------- 3510 ------ 8270 ---------- 5.0 --------- 0.005 ------- <0.005 2,4,5-Trichlorophenol ----- ---- D041 ------- 3510 ------ 8270 ---------- 400.0 --------- 0.010 ------- <0.010 -2,4,6-Trichlorophenol ---- D042 ------- 3510 ------ 8270 --------- Z ----- 0.010 ------- <0.010 EXTRACTION METHOD: 1311 Niraj ff— LNS E NMENTAL SERVICES, INC r _9vS ENVIRONMENTAL SERVICES, INC. 903 North Bowser, Suite 230 Environmental Richardson, Texas 75081 Specialist (214) 699-3772 Toll Free: 1-800-LNS-9950 Fax: 214-669-3575 RETAW CORPORATION DATE RECEIVED: 11/08/96 240 E. Swannanoa River Rd., DATE REPORTED: 11/19/96 Asheville, NC 28805 REPORT NUMBER: 1555-1 ATTN: IRENE HYATT DATE ANALYZED: 11/13/96 w(q yKEti�/c L6e- ANALYST: GK . PROJECT LOCATION: WAURESVIKE SAMPLE DATE: 11/05/96 TCLP EXTRACT VOA LIST EXTRACTION METHOD: 1311 Niraj h LNS E ONMENTAL SERVICES, INC. EPA PREPARA REGULATORY DETECTION RESULTS PARAMETERS HW -TION METHOD LEVEL LIMIT mg/l NUM METHOD mg/l mg/l Benzene ----------------------- D018 8240 8240 0.5 0.005 <0.005 Carbon Tetrachloride ----------------------- ---- D019 ------- 8240 ------ 8240 ---------- 0.5 --------- 0.005 --------- <0.005 Chlorobenzene ----------------------- ---- D021 ------- 8240 ------ 8240 ---------- 100.0 --------- 0.005 --------- <0.005 Chloroform ----------------------- ---- D022 ------- 8240 ------ 8240 ---------- 6.0 --------- 0.005 --------- <0.005 1,2-Dichloroethane ----------------------- ---- D028 ------- 8240 ------ 8240 ---------- 0.5 --------- 0.005 --------- <0.005 1,1-Dichloroethylene ----------------------- ---- D029 ------- 8240 ------ 8240 ---------- 0.7 --------- 0.005 --------- <0.005 Methyl ethyl ketone ----------------------- ---- D035 ------- 8240 ------ 8240 ---------- 200.0 --------- 0.005 --------- <0.005 Trichloroethylene ----------------------- ---- D040 ------- 8240 ------ 8240 ---------- 0.5 --------- 0.005 --------- <0.005 Tetrachloroethylene ---- D039 ------- 8240 ------ 8240 ---------- 0.7 --------- 0.005 --------- <0.005 Vinyl chloride D043 8240 ------ 8240 ---------- 0.2 ----�---- 0.005 --------- <0.005 EXTRACTION METHOD: 1311 Niraj h LNS E ONMENTAL SERVICES, INC. 94S ENVIRONMENTAL SERVICES, INC. 903 North Bowser, Suite 230 Environmental Richardson, Texas 75081 Specialist (214) 699-3772 Toll Free: 1-800-LNS-9950 Fax: 214-669-3575 RETAW CORPORATION 240 E. Swannanoa River Rd., Asheville, NC 28805 ATTN: IRENE HYATT w07C(pfL'tLe- PROJECT LOCATION: WAURESVIKE SAMPLE DATE: 11/05/96 TCLP EXTRACT PES EXTRACTION METHOD: 1311 Niraa LNS EJJ� RONMENTAL SERVICES, INC DATE RECEIVED: EPA PREPARA- 11/19/96 PARAMETERS HW TION METHOD ANALYST: NUM METHOD Chlordane D020 3510 8080 ------------ 2,4-D ---- D016 -------- 8150 ------ 8150 ------------------ Endrin ---- D012 -------- 3510 ------ 8080 ------------------ Heptachlor (& its ---- D031 -------- 3510 ------ 8080 epoxide) Lindane D013 3510 8080 Methoxychlor D014 3510 8080 ------------------ Toxaphene ---- D015 -------- 3510 ------ 8080 2,4,5 -TP (Silvex) D017 8150 8150 EXTRACTION METHOD: 1311 Niraa LNS EJJ� RONMENTAL SERVICES, INC DATE RECEIVED: 11/08/96 DATE REPORTED: 11/19/96 REPORT NUMBER: 1555-1 DATE ANALYZED: 11/11/96 ANALYST: JSP T/HERB LIST REGULATORY LEVEL mg/l 0.03 10.0 0.02 0.008 0.4 10.0 0.5 1.0 DETECTION LIMIT Mg/1 0.0005 0.0001 0.001 0.00005. 0.0001 0.00005 0.001 0.0001 RESULTS Mg/1 <0.0005 <0.0001 <0.001 <0.00005 <0.0001 <0.00005 <0.001 <0.0001 RETAW CORPORATION DATE RECEIVED: 240 E. Swannanoa River Rd., DATE REPORTED: Asheville, NC 28805 REPORT NUMBER: ATTN: IRENE HYATT 11/08/96 11/19/96 1555 -QC QUALITY CONTROL REPORT TCLP METALS ANALYSIS: Arsenic METHOD: EPA 6010 ANALYST: DKB DUPLICATE; DEVIATION: 2% DATE: 11/12/96 SPIKE RECOVERY: 108% ANALYSIS: Barium METHOD: EPA 6010 ANALYST: DKB DUPLICATE; DEVIATION: 2% DATE: 11/12/96 SPIKE RECOVERY: 101% ANALYSIS: Cadmium METHOD: EPA 6010 ANALYST: DKB DUPLICATE; DEVIATION: 4% DATE: 11/12/96 SPIKE RECOVERY: 105% ANALYSIS: Chromium METHOD: EPA 6010 ANALYST: DKB DUPLICATE; DEVIATION: 4% DATE: 11/12/96 SPIKE RECOVERY: 106% ANALYSIS: Lead METHOD: EPA 6010 ANALYST: DKB DUPLICATE; DEVIATION: 1% DATE: 11/12/96 SPIKE RECOVERY: 99% ANALYSIS: Mercury METHOD: EPA 7470 ANALYST: GDB DUPLICATE; DEVIATION:<1% DATE: 11/12/96 SPIKE RECOVERY: 97.6% ANALYSIS: Selenium METHOD: EPA 6010 ANALYST: DKB DUPLICATE; DEVIATION: 1% DATE: 11/12/96 SPIKE RECOVERY: 100% ANALYSIS: Silver METHOD: EPA 6010 ANALYST: DKB DUPLICATE; DEVIATION: 6% DATE: 11/12/96 SPIKE RECOVERY: 98% 11/08/96 11/19/96 1555 -QC RETAW CORPORATION DATE RECEIVED: 240 E. Swannanoa River Rd., DATE REPORTED: Asheville, NC 28805 REPORT NUMBER: ATTN: IRENE HYATT BASE NEUTRAL ACIDS MATRIX SPIKE/MATRIX DUPLICATE RECOVERY 11/08/96 11/19/96 1555 -QC 11/12/96 BASE/NEUTRAL SPIKE COMPOUND MS% REC MSD% REC RPD TRICHLOROBENZENE, 1,2,4- 95 96 1 ACENAPHTHENE 93 92 1 DINITROTOLUENE,2,4- 92 93 1 DI-N-BUTYLPHTHALATE 105 101 4 PYRENE 92 87 5 -NITROSO-DI-N-PROPYLAMINE 84 83 1 DICHLOROBENZENE, 1,4- 90 90 0 ACIDS PENTACHLORPHENOL 90 91 1 PHENOL 68 67 1 CHLOROPHENOL, 2- 84 82 2 CHLORO -4 -METHYL, 3- 77 77 0 4-NITROPHENOL 48 89 2 RETAW CORPORATION 240 E. Swannanoa River Rd., Asheville, NC 28805 ATTN: IRENE HYATT VOLATILE SPIKE/MATRIX DATE RECEIVED: 11/08/96 DATE REPORTED: 11/19/96 REPORT NUMBER: 1555 -QC 11/12/96 VOLATILE SPIKE COMPOUND MS% REC MSD% REC RPD 1,1-DICHLORETHENE 78 80 3 TRICHLOROETHENE 91 91 0 CHLOROBENZENE 96 98 2 TOLUENE 96 94 2 BENZENE 93 95 2 RETAW CORPORATION DATE RECEIVED: 11/08/96 240 E. Swannanoa River Rd., DATE REPORTED: 11/19/96 Asheville, NC 28805 REPORT NUMBER: 1555 -QC ATTN: IRENE HYATT PESTICIDES MATRIX SPIKE/MATRIX DUPLICATE RECOVERY 11/11/96 PESTICIDES SPIKE COMPOUND MS% REC MSD% REC RPD LINDANE 98 107 9 HEPTACHLOR 92 101 9 ENDRIN 92 97 5 ASHEVILLE REGIONAL OFFICE GROUNDWATER SECTION MEMORANDUM TO: Rick Bordeaux DWQ Chemistry Lab THROUGH: Don Link 0 j� ✓ FROM- Kay Dechant) i SUBJECT: Groundwater Compliance Monitoring Data Waynesville Wastewater Treatment Plant Permit No. WQ0000195 Haywood County Enclosed is.a copy of compliance monitoring data for the subject facility. Upon initial review of the data and telephone conversation with Roy Patterson of Analytical Industrial Research Laboratories, Inc., it appeared that the VOC analysis was conducted by Analytical Industrial Research Laboratories, Inc. which is not certified to perform EPA Method 6230D. Upon subsequent telephone conversation with Roy Patterson I was informed that Blue Ridge Laboratories had performed the analysis and their laboratory certification number is referenced on the page preceding the VOC analysis. As you can see, the VOC data is presented on Analytical Industrial Research Laboratories, Inc. letterhead. Upon telephone conversation with Irene Hyatt, the laboratory supervisor for The Retaw Corporation (the contracting lab), she indicated that she had included in the compliance monitoring report the data package as received from Analytical Industrial Research Laboratories. It seems that Analytical Industrial Research Laboratories was remiss in including the original or copy of the analytical data as reported from the subcontracted lab. I requested a copy of that report from Roy Patterson and have included it for your information. Please contact me at (704)251-6208 if you have any questions or comments. cc: Gary Francies AYNESVIRE Torn of WaynesvMe December 19, 1996 Mr. Keith Haynes Division of Water Quality 59 Woodfin Place Asheville, NC 28801 Re: Sludge Landfill WQ 0000 195 Dear Keith: The Mayor and Board of Aldermen have received a proposal from the Bible Baptist Church to purchase 0.507 acres of property at the entrance to sludge landfill and adjacent to the upgradient monitoring well. Enclosed is a map of the proposed conveyance. Please review and advise us of any comments, concerns or objections the State may have regarding the transfer of this land. The Bible Baptist Church is on the public water supply. The parcel has not been used for land application and serves as buffer. We acknowledge that some relocations of the gate, fences and signs will be needed to address control of public access. Your assistance is appreciated. Sincere7y...,......_ Yederick L. Baker; P.E. Director of Public Works/Utilities FLB:pm Enclosure POB C-100, 106 SOUTH MAIN ST, WAYNESVILLE, NC 28786-0100 • PHONE (704) 456-3515 L. Ie ra 44 sQ \. FILED FOR REGISTRATION THIS _DAY OF '��• T_� O'CLOCK M. IN CA13 SLOT n \� uY \ /p10 L ^`5 _F o s�Jzr REGISTER OF DEEDS HAYWOOD COUNTY v aP; �" >' POHP�'�'~' ° o. •9G / 09 Q OR ='_?✓ t' PAZ—' R �r v. ° .goy „_t' /OHO Vi xoc L3' ay�< SC ii �C� O m RO y O! y m m �•E/. .� 5, C O `r/ �`( NF/O' osy� EqS�...^ ��� ,r 9 %N MAIN � LINE BEARING DISTANCE 1 N 45'27'58"E 46.07 2 N 50'37'45"E 43.65 3 S 38'06'38"E 35.20 4 N 59'44'36"E 166.43 5 S 28'06'38"E 37.91 6 S 63'12'40"W 17.31 7 S 48'57'10"W 187.32 8 S 48'57'10"W 17.66 9 N 60'49'00"W 21.58 TOWN of WAYNESVILLE 10 N 60'49'00"W 209.10 11 N 60'49'00"W 6.59 140 - 095 12 N 20'51'13"W 11.39 13 N 20'51'13"W 179.40 )E 14 N 39'38'03"E 62.54 15 N 27'20'03"E 44.47 16 N 21'39' 19"E 52.85 LEASE FD� PARP-1►46. 17 N 25'47'00"E 48.00 POss ir3LE 18 N 33'48'05"E 54.15 19 N 42'42'23"E 25.91 LoPnoi, Tn PuRa IM -6E 20 N 63'12'40"E 20.34 21 S 380 06' 38" E 67. 51 L,1�TEt� �6N5rAEJZ/rtT�e�1 .0O NTS 0 NIP \ \N 0 NCS MON SR EXCHANGE" Y = 663,186. 548 r' X = 811, 948. 714 \R/ S Fnd CON MON 8x3.000 7�77' w ' � N. NCGS fmowpo izigo 183.7 CE ME TE RSI t ( i! / li' 77 = i Lz �� CEMETER7 ! Ile i 1.n// in by: BCS NOTES: t Revised Date 8-20-92 Scam__--- >y: 1; --S_L LOCATION MAP ArDF1LL tC. horn L -exhwk Figure 2 G 07 �. O m � ow 0 (D CL G) D o =) c w N N N fp N C Q m 3 O" CL N N mm 0 f� -o m CD o v o0 Et n CD 0 0 m CD a, 2 0 a m a 0- 0 n O ^C r Q m v n 0 3 m N � �p I ' -+ a = T1 C) cn o �. g CD 3 f, m D o m r D r m v 0 m M v O 0 0 0 0O v a D x _ o � CD z r�. CE) N O c0 O C/){ nCMI) N T O T 0 n c o 3Z o 0 O o �Z OO K OL ° O m to ]3 I O m O D ry m cn o n � � w o O r d N O 3 3 0 a) O f 1 CD m7 O O 7 U a m° m m m m [� 7 O N I� oa w m D c O O m i m y3� 3 o o 0 D m m cn M z { 2 z Z m rno d o do i D ��d 3 O rn D 3 I moi mCD fn D z n 0 M 1 3 < m -4 W M < y d — r c o c o 0 9� A � X m m 1 � n �U e -MR /DEM LABORATORY 18 NO. 26 40 REPORTED BY CHECKED BY REVIEWED BY SAMPLE TYPE: WATER CAS• V0A TArn&+f rmn^--A VOLATILES ANALYTICAL REPORT SUPERVISOR DATE ENTERED BY CHECKED BY/ _ ANALYSIS RESULTS "rev TCS.- target quantitation limit T- tentatively identified compound E- estimated Yalu# U- compound was analyzed for but not detected N- not analyzed for this oompound D- detected below quantitation limit MS- X=GC/MS analysis performed TQ- subject to change due to instrument s#nsitiYity COMI',IENTS : Other up g peaks) purgtables ( to 10 highest oaks) Detecttd 1 UNIDENTIFIED PEAK DETECTED BY OC/PID ung/1. ug/L .Vin Detected MS LAI- YUA iarget Compound TQL Cono ug/1 Detected MS /L _ 75-33-4 1 1-Dichloroethene ---------- p,75 U 8-4 112 3-Trichioro repo ane 0.23 75-09-2 Meth lone Chloride 0.25 U EO%86-1 Bromobenzene i --p 156-60-Sitrans-1 -Diohloroethene -----�� --- 0.75 U U 95-49-8 2-Chlorotoh�ene 0.25 75-34-3 1 i-Dichloroethan# 025 0.62 AS _ 106-43-4 4-Ch 0.25 U 590-20-7 2 2-Dichlor ant 0.25 U 541-73-113-Dichlorobenttnt O,ZS U p I i 156-59-4 cis -1 2-Dichloro#thene 0.25 1.1 E 106-46-7 1 4-46 0.25 0.62 67-66-3 74-97-5 Chloroform Bromochloromethane 0,25 U 95-50-1 1 2-Diohlorobenzene 0.25 0.32 96-12-8 1 2-Dibromo-3-Chlor r i U 71_5_5-6 1, I ,1 -Trichloroethane 0.75 025 U U 120-82-1 1 4-T_richlorobenzene 87-68-3 Hexachlorobutadiene - 0.25 U 563-58-6 - 1 1-Dichloro o ene 0.25 U 1 56-23-5 - Carbon Tetrachloride -- 0.75 U _ 0.25 U 87-61-6 1,2,3-Trichlorobenzene t 07-06-2 1 2-Dichloroethane 0.25 U_ 1634-04_-4 Me l-tert-but 1 ether _4.75 5 79-01-6 Tricfiloroethene 0.25 0.25 g -- 71-43-2 B#nzen# 1 -- IUU- 78-67-511 r 2-Dichioroprgme 0.251 U 108-88-3 Toluene 75-27-4 Bromodichioromethane U 100-41-4 Et lbenzene i U 74-95-3 �.PIP61-01-5 Dibromomethane 1 1 U 108-38-31m X lens 1 U U I 1_ cis -1 3-Dichlor 0.25 _ _____ U 95-47-6 o -Xylene r ene 0.25 U 100-42-5 St rene _ 1 j+trans-1,3-Dichloro -- 79_C) 0--511 1 ,2-TrioMoroeth_ane - __.'- l 127-15_4 Tetrachloroethane 0.25 U 98-82-8 lbenzene 1 i U U - 142-2$��3.113-Diofiloro�+r ane 0.25 0.2'5 _0.87 •% 103-65-1 n -Pr lbenzene I__124-48-1 Dibr-omoohior-omethant - 0,75U U U 108-67-19.1 3,5 -Tr imet lb#nzene 1 r ---- - ---- --- 106-93-4 112-Dibromoethane - __--- 1^ 9_8_-06-6 tort -But lbenzene 1 U 108-90-71Chbrobenzen# U 95-63-6 1 2 4-Trrieth lbenzene 1 U 0.25 0.53 1 300 135-98-8 sec -But lbenzene 630-20-6 1 1 1 2 -Tetrachloroethane -- -- -1 ►-1----__._ _ 0.25 --_- U - 1 U 99_8716 _Isop_Op�itph�ene 75-25-2; Bromoform 1-- U 104-51-8 n -But lbenzena -- -i U 79-34-511 ,1,2,2-Tetrachlorcethan# 0.75 U 91-20-3 Naphthalene I TCS.- target quantitation limit T- tentatively identified compound E- estimated Yalu# U- compound was analyzed for but not detected N- not analyzed for this oompound D- detected below quantitation limit MS- X=GC/MS analysis performed TQ- subject to change due to instrument s#nsitiYity COMI',IENTS : Other up g peaks) purgtables ( to 10 highest oaks) Detecttd 1 UNIDENTIFIED PEAK DETECTED BY OC/PID ung/1. » » z » O L m cr 3. c C o aN � a� � O 0 2L 0 Q - N � a CL n (D o � o ( < a Q C G7 Cr gO 19 —I--I(ACA-0SzO �0 m % r M (D m -W m�Dc�Q��3 ,...,0 (o (D z3 D D � n a (D -i a Z N Z (n Z TI -n O O m o N Sv N (n C/) D 3 0 (D" � �: C m' p 0 p 0 C D o Div, z Ot wm6W ao O C7 ci C m Fr 1 JS CD � I (D I » » z » O L m cr 3. c C o aN � a� � O 0 2L 0 Q - N � a CL n (D o � o ( < a Q C G7 Cr gO 19 —I--I(ACA-0SzO �0 m % m a)' Q (D 0 m -W m�Dc�Q��3 ,...,0 060 z3 D � n a OO -i a Z N Z (n Z TI -n O O O o N Sv (n Z 3 0 (D" — �: p 0 p 0 C S o Div, Ot wm6W ao O m Fr 1 CD � I I I r m D w( s K f (D n � 32 o � o CD =3 O0 m v � ten. Q CL ^� z 3 v n 0 e° g• W m I N m -4 �J, 4; 33�3333333�3 003 (Q (Q o cQ (c (Q (Q (Q (Q (Q X:�(Q 3 3'0 zKK7O m c cco m>7z CD o^ Z CD W z -0 3 Q•o,c 3.2 z0 mc,��c�3c�w='. CD w 3 3 0 — I lz lz 333333333333333 (a (a (Q (a (a (Q (Q (a (a (a (Q (a (a (a (a n 9 O CD CD � w � 0 0 Y. Z � 3 a C Q C C c C 0 Z �.NrZ o CD 3 -- 0 (D c -� CLT an of r0 21 a n D p a N p a Z N Z (n CD mm O o N Z 3 — �: p 0 p 0 C S o Div, Ot wm6W ao O m Fr 1 CD � I I I r m D w( f (D n � 32 o � o CD =3 O0 m v � ten. Q CL ^� z v n 0 e° g• W m I N m -4 �J, 4; � o (D '� o 1 .D 0 o CD C � c o � -a o �. o r1 c. zv O G � � �o D S o m i .. V (D TI M N c of a 0^ m o z mm O o Z p 0 p 0 C S o Div, wm6W ao O m CD I I I r m D w( f (D °r 32 o =3 O0 m v � ten. r a z v n 0 e° g• W m I N m -4 �J, 4; � o 1 0 � c o � TU) �. o c. zv O G � � �o D S o m .. V (D TI M N c 2- 2 _. z IHE ASSURANCE OF QUALITY Waynesville (Town of) 300 Walnut Trail Waynesville, NC 28786 Attn: Mr. David Smith Client Reference: Monitoring Wells PACE Sample Number: Date Collected: Date Received: Client Sample ID: Parameter ORGANIC ANALYSIS PURGFABLE IIALOCARBONS-601 Date Analyzed 1,1,1 -Trichloroethane 1,1,2,2 -Tetrachloroethane 1,1,2 -Trichloroethane 1,1,2 -Trichloroethylene 1,1-Dichloroethane Il REPORT'OF LABORATORY ANALYSIS Units MDL February 06, 1992 PACE Project Number: A20113600 93 0002366 93 0002374 01/13/92 01/13/92 01/13/92 01/13/92 MW #2 MW #4 1,1-Dichloroethylene ug/L 012792 012792 ug/L 1.0 ND ND ug/L 1.0 ND ND ug/L 1.0 ND ND ug/L 1.0 ND ND ug/L 1.0x`.124' 1.0 ND 1,1-Dichloroethylene ug/L 1.0 ND ND 1,2 -Dichlorobenzene ug/L' 1.0 ND ND 1,3 -Dichlorobenzene ug/L 1.0 ND ND 1,4 -Dichlorobenzene ug/L 1.0 ND ND 1,2-Dichloroethane ug/L 1.0 ND ND 1,2-Dichloropropane ug/L 1.0 ND ND Bromodichlormethane ug/L 1.0 ND ND Dibromochloromethane ug/L 1.0 ND ND Bromoform ug/L 1.0 ND ND Bromomethane ug/L 1.0 ND ND cis-1,3-Dichloropropene ug/L 1.0 ND ND Carbon Tetrachloride ug/L 1.0 ND ND Chloroform ug/L 1.0 ND ND Dichlorodifluoromethane ug/L 1.0 ND ND Trichlorofluoromethane ug/L 1.0 ND ND Chlorobenzene ug/L 1.0 ND ND Chloromethane ug/L 1.0 ND ND Chloroethane ug/L 1.0 ND ND Methylene chloride ug/L 1.0 ND ;;ND MDL Method Detection Limit ND Not detected at or above the MDL.' 54 Ravenscroft Drive Offices Serving: Minneapolis, Minnesota Charlotte, North Carolina Asheville, NC 28801 Tampa, Florida Asheville, North Carolina TEL: 704.254.7176 Iowa City, Iowa New York, New York FAX: 704-2524818 San Francisco, California Pittsburgh, Pennsylvania Kansas City, Missouri Denver, Colorado An Equal Opportunity Employer C 0 R P 0 R A T E 0 iNE ASSURANCE OF QUALITY Mr. David Smith Page 2 Client Reference: Monitoring Wells REPORT OF LABORATORY ANALYSIS February 06, 1992 PACE Project Number: A20113600 PACE Sample Number: Date Collected: 93 0002366 93 0002374 Date Received: /13/92 01/13/92 Client Sample ID: 001/13/92 13 01/13/92 Parameter Units MDL MW MW 4 ORGANIC ANALYSIS PURGEABLE HALOCARBONS-601 trans-1,3-Dichloropropene Tetrachloroethylene ug/L 1.0 ND ND trans-1,2-Dichloroethylene ug/L ug/L 1.0 1.0 ND ND ND Vinyl chloride ug/L 1.0 ND ND ND PURGEAR11 AROMATICS -602 Date AnalyzedBenzene 012792 012792 Toluene ug/L 1.0 3k ND Chlorobenzene ug/L 1.0 12 ND Ethyl benzene ug/L 1.0 ND ND 1,3 -Dichlorobenzene ug/L 1.0 ND ND ug/L 1.0 ND ND 1,2 -Dichlorobenzene 1,4-0ichlorobenzene ug/L 1.0 ND ND ug/L 1.0 ND ND PHENOLS 4-Chloro-3-methylphenol ug/L 5 ND 2 -Chlorophenol ug/L 5 ND ND 2,4-Dichlorophenol ug/L 5 ND ND 2,4 -Dimethylphenol ug/L 5 5 ND 2,4-Dinitrophenol ug/L ND ND ND 2-Methyl-4,6-dinitrophenol ug/L 15 ND ND ND 2-Nitrophenol Pentachlorophenol ug/L 15 ND ND Phenol ug/L 5 ND ,6 -Trichlorophenol ug/L ug/L 5 5 ND NEI 4-Nitrophenol ug/L 15 ND ND ND ND HAL0ETIIERS Bis(2-chloroethyl)ether ug/L 1 ND ND MDL Method Detection Limit ND Not detected at or above the MDL. RallenDrive Offices Serving; Minneapolis, Minnesota Asa As NC 2 Asheville, NC 2 8801 Tam, Florida p Charlotte, North Carolina An Equal Opportunity Employer TEL: 704254-7176 FAX: 704 252-4618 Iowa City, Iowa Asheville, New York, North Carolina New York San Francisco, California Kansas City, Missouri Pittsburgh, Pennsylvania Denver, Colorado Los Angeles, California cee )IN C0 R A T E 0 THE ASSURANCE OF OUAEITr Mr. David Smith Page 3 Client Reference: Monitoring Wells PACE Sample Number: Date Collected: Date Received: Client Sample ID: Parameter ORGANIC ANALYSIS NALOETNERS Bis(2-chloroethoxy)methane Bis(2-chloroisopropyl)ether 4-Bromophenyl phenyl ether 4-Chlorophenyl phenyl ether REPORT OF LABORATORY ANALYSIS February 06, 1992 PACE Project Number: A20113 93 0002366 93 0002374 01/13/92 01/13/92 01/13/92 01/13/92 MW #2 MW #4 Units MDL ug/L 1 ND ND ug/L 1 ND ND ug/L 2 ND ND ug/L 2 ND ND MDL Method Detection Limit ND Not detected at or above the MDL. These data have been reviewed and are approved for release. �q" — 1 Waite L. Miller Regional Director 54 Ravenscroft Drive Offices Serving: Minneapolis, Minnesota Charlotte, North Carolina Asheville, North Carolina NC 28801 Asheville, cr 28801 Asheville, Tampa, Florida Iowa City, Iowa New York, New York 70, TEL:FAX: San Francisco, California Pittsburgh, Pennsylvania 704252.4818 Kansas City, Missouri Denver, Colorado I - A-4— r'.aAi —L. An Equal Opportunity Employer Q O 3 3 c� N 0 O �. ' m CD v_ , (M O j w 00 � X- 0 O T ° vo m 0 co > x Q n 0 a 0 n O 0 O O O O > O, O > D n :3 -1 - O O O O m tw _1 o > > r o r F O Z Z it r O o O O O O 0 - S S W\ O - 0 o N Z W N ; K o ; • - — o = O ° . m > D c v x m — o. c 3 a o m a mr a c Cl) ' 0 v a 3 -i O 3 ^ c c 3 _ o0 u O z •i — Z N � 0 3 3 c 3 U + n a 3 o u o J ;� 3 U) O Z Z {s 30E n v i•_ • O O ----1 O W m y m m � 77 --Iwr 11 m T Of N a m O O H ° �. m 0 ♦ OO. 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O • A f W" T ° --4 CD m 0 r- co :E � x r a m3 ° n °mmO O, r D m n :3 D O 0 Q ° tw _1 O (lto, CD °m (� O 'Its 00 N W\ c - 0 D CL w ° O C Om =3 D D 2 2 ° O m 0 o Cl) -4 , o a ? O r O z m O O m (A °N to a A Dr O D r !0 3 o U) 0 O {s O o \ _ O D ro m � 77 --Iwr 11 N a m O ����m o V ° �� m ��o N — om I C z o Z iv 1` Z m Z Z 3 C R r O r D0 c 1 °Z cnm N p n Q O O M O _ m r D D c m w 3 3 0 m D m a D l 9 Z c� Z r CD rn Z m K Z v -4 O ao X -< L -4m r m W m T. O m 1 C C 1 v (� O 1 \ N (JJ 3 SJ A 1 m ) C x o 3 r it N :3 '_"1 D (lto, CD °m (� O 'Its 00 N W\ - M CL w m O =3 D o j a m 0 o m r 3 !0 3 o U) m o \ �n :) ro c E]� 77 --Iwr 11 a ����m o ° �� m ��o N — I C z o Z iv 1` Z m Z Z 3 C R r O r D0 c 1 °Z cnm N p n Q O O M O _ m r D D c m w 3 3 0 m D m a D l 9 Z c� Z r CD rn Z m K Z v -4 O ao X -< L -4m r m W m T. O m 1 C C 1 v (� O 1 \ N (JJ 3 SJ A 1 m ) C x o 3 .-KtDEM LABORATORY 1B RO, 20 39 n REPORTED BY CHECKED BY REVIEWED BY SAMPLE TYPE: WATER VOLATILES ANALYTICAL REPORT 3UPERV180R DATE - ENTERED BY � CHECKED BY ANALYSIS RESULTS CAS* VOA Target Compound TOL Cone I CAS* VOA Target Compound TOL Cone ug/L Detected MSI ug/l Detected MSI 75- D 75-0?-? Meth kne Chloride 75 0_75 b'?5 31.7HU-� 96-1_8_412,3-Trichloropropane 108-86-1 Bromobenzene :J 0.25 1 --�-- U -J U 1 156-60-51 trans -1 ,2-D_ichloroethene 0.75 L ---1 - _ __--�---- 75-34-3 1 1 Dichlcroethane 0.23 i 1 U _ 95-49-8 2-Chlorotoluene 106-43-4 4-Chlorototuene 0_25 U U 590-20-712 2-Dichlor ane 0.25 U -- _-25 541-73-1 1 3 -Dichlorobenzene 0.25 U 156-59-4 cis-1,2-Dichloroethene 0.25 6.6 _ E 106-46-7 1.4 -Dichlorobenzene 0.25 0.54 ff 67-66-3 Chloroform 0.25 1 U 95-50-1 1,2 -Dichlorobenzene 0.25 U i 74-97-51 BromooMoromethane 0.751 U I I %-12-8 1 2-Dibromo-3-Chlor o a 1 U 71-55-61,131_Trichloroethane 0.25 U _ 120_-82-1 1 2�4_Trichlorobenze_ne 0.25 U i3-58-6 1 1-Dich)oro r ene 0.25 U $7-68-3 Hexachlorobutadiene 0.25 U 56-23-5 07-06-2 �79-01-6 Carbon Tetrachloride 0.7_5 2-Dichloroethane X 1 0.25 0. U 87-61-6 1 2 3-Trichlorobenzene 1634-04-4 Methyl-tert-but 1 ether 0.75 5 U U Trichloroethene0.25 0.35 71-43-2 Benzene 1 U 78-87-5 1 2-Dich)oropr ane 0.25 U 108-88-3 Toluene 1 U 75-27-4 Bromodichloromethane 0.25 U 100-41-4 Ethyl benzene 1 U I 74-95-3 Dibromonwthane I 1 I U 108-38-3 m -X lenes 1 U i10061-01-5 ois-1,3-DiOlorocroQene 0_25U 95-47-6 o-Xtlkne _ _ 1 U 0061-02-6 trans -1.3 Dichlororo ene 0.25 U 100-42-5 Styrene _ i U 79-00-5 1,1,2 -Trichloroethane 0.25 U 98-82-8 Isopropy benzene 1 U 127-18-4 Tetrachloroethane 025 0.28 L11 103-65-1 n-Propybenzene 1 U 142-28-9 1 3-Dichloropropane 0.25 1U1108-67-8 1 3,5-Trimethy benzene 1 U _ 124-48-1 Dibromochloromethane 0.75 U 98-06-6 tort-Buty lbenzene 1 U 106-93-4 1-Dibromoethane 1 U95-63-6 1 2 4-Trimeth lbenzene i' U I 108-90-71Chlorobenzene 0.25 0.38 135-98-8 sec -But benzene 1 U i _630-20-6 i 75-25-2 1 i1,112 -Tetrachloroethane 0.25 U 99-87-6 -Io-op4ltoluen_e Bromoform I 1 U 104-51-8 n-Buty benzene 1- -`-- U 79-34-5 1 1 ,2,2_Tet iaq oroethatne1.75 _ I U 91-20-3 Naphthalene i� U TQL- target quantitation limit t- tentatively identified oompound E- estimated value 0- ,nmpound was analyzed for but not detected hl- not analyzed for this compound P- detected below quantitation limit i MS- X-GC/MS analysis performed TQL subject to change duo to instrument sensitivity COMMENTS: Cone Other purgeables (up to 10 highest peaks) Detected ug/L 2 UN (DENT IF IED PE AKS DETECTED BY OC /ELCD 3 UNIDENTIFIED PEAKS DETECTED 9Y OIC /P ID im N (D 0 o CD 0 0 m 4 x m u 0 C: m Z C: z ORO D 0 0 0 _0 000 � (;:i- �c (D C)_ Cf) z Ti- O -n N 0 CD cl 1 3 33�3333333C3 (a (a 0 (a (a (a (a (D (a CO 0 C) C5 C, 3 3 310 ZKK7\mmOOROw>mzz — =T X;� --.I- =3 a:l W 1 0 0 i cnw CD 000O >-Q CD 0 z .3 2 z r-) 0 U N) (D C:3 3 :3 U) (D c—:' 0 CD Lit U) z 1 1-01 z I 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 -U N -U Z (D 0.NrZ 0 CD 0 K —CD CL WCD ni (—Dff&P,5 CD -- — 0 —o o a) CD 3 9 0 CD CD (D :3 (D 0 0 (D C) (D C" (D = N (D = zl::, 0 (D (D 0 c) 3 CIS C LQ (D cn -P 0 clt =4; gi '3) U 3 0 (D CL (n c ID C'S -U N -U Z (D 0.NrZ 0 CD 0 K —CD CL lo 0 A Q 0 70 70 CD w CD 6 0 :3 0 WCD ni (—Dff&P,5 CD -- — U) > —o o a) CD 3 0 c CD CD (D 3 cD cD gL -o - r - 0 2i > m +j z 03 c) 3 CIS CD cn -P 0 --v 0 =4; gi '3) U 3 0 CD CL (n c ID C'S o CD CD C: :3 3 -0 N 0 3CD -n lo 0 A Q 0 70 70 CD w CD 6 0 :3 0 m m m 0 c Ni z m 0 C/) M U (/) 0 m 0 0 ou z co z 0 Q :p cn -Q , f m A 0 M > .0 CL (2- z 0 c C3 CD Z Z 0 2i > m Cl - p ol- i m m m 0 c Ni z m 0 C/) M U (/) 0 m 0 0 ou z co z 0 Q :p cn -Q , f m A =r CD 0 - --i 2i yN Cl - M m z O -A z m C z m 0 Z m m > R p > z -4n00 40XL) PQ m ;4 m C z m 0 z a I N C 0 R P 0 R A T E 0 THE ASSURANCE OF 0 U A t TY Waynesville (Town of) 300 Walnut. Trail Waynesville, NC 28786 Attn: Mr. David Smith Client Reference: Monitoring Wells PACE Sample Number: Date Collected: Date Received: Client Sample ID: Parameter ORGANIC ANALYSIS PURGEABLE HALOCARBONS-601 REPORT OF LABORATORY ANALYSIS }, February 06, 1992 PACE Project Number: A20113600 _s1 Qi 93 0002366 93 0002374 01/13/92 01/13/92 01/13/92 01/13/92 MW #2 MW #4 Units MDL Date Analyzed 012792 012792 1,1,1 -Trichloroethane ug/L 1.0 NO ND 1,1,2,2 -Tetrachloroethane ug/L 1.0 ND NO 1,1,2 -Trichloroethane ug/L 1.0 NO NO 1,1,2 --Trichloroethylene ug/L 1.0 NO ND l,l-DichloroethaneNO u g / L 1.0 ��r�., ,, . 1,1-Dichloroethylene ug/L 1.0 NO NO 1,2 -Dichlorobenzene ug/L 1.0 NO NO 1,3 -Dichlorobenzene ug/L 1.0 NO NO 1,4-Dichloroben7ene ug/L 1.0 NO NO 1,2-Dichloroethane ug/L 1.0 ND ND 1,2--Dichloropropane ug/L 1.0 NO NO Bromodichlormethane ug/L 1.0 NO NO Dibromochloromethane ug/L 1.0 ND NO Bromoform ug/L 1.0 ND NO Bromomethane ug/L 1.0 NO NO cis-1,3-Dichloropropene ug/L 1.0 NO NO Carbon Tetrachloride ug/L 1.0 NO NO Chloroform ug/L 1.0 NO NO Dichlorodifluoromethane ug/L 1.0 NO ND Trichlorofluoromethane ug/L 1.0 NO NO Chlorobenzene ug/L 1.0 NO NO Chloromethane ug/L 1.0 NO ND Chloroethane ug/L 1.0 NO NO Methylene chloride ug/L 1.0 NO MDL Method Detection Limit NO Not detected at or above the MDL. 54 Raveascrolt Drive Offices Serving: Minneapolis, Minnesota Asheville, NC 28801 Tampa, Florida TEL: 704 254 7176 Iowa City. Iowa FAX: 704 252 4618 San Francisco, California Kansas City, Missouri Los Angeles California Charlotte, North Carolina Asheville, North Carolina New York, New York Pittsburgh, Pennsylvania Denver, Colorado r.z t fg1' � s :' LD 0 19T ,a r. An Equal Opportunity Employer 'Ace� -AI N C 0 R P 0 R A TE 0 THE ASSURANCE OF OUAtITY Mr. David Smith Page 2 Client Reference: Monitoring Wells PACE Sample Number: Date Collected: Date Received: Client Sample ID: Parameter ORGANIC ANALYSIS PURGEABLE HALOCARBONS-601 trans-1,3-Dichloropropene Tetrachloroethylene trans-1,2-Dichloroethylene Vinyl chloride PURGEABLE AROMATICS -602 Date Analyzed Benzene Toluene Chlorobenzene Ethyl benzene 1,3 -Dichlorobenzene 1,2 -Dichlorobenzene 1,4 -Dichlorobenzene PHENOLS 4-Chloro-3-methylphenol 2 -Chlorophenol 2,4--Dichlorophenol 2,4 -Dimethylphenol 2,4-Dinitrophenol 2-Methyl-4,6-dinitrophenol 2-Nitrophenol Pentachlorophenol Phenol 2,4,6 -Trichlorophenol 4-Nitrophenol HALOETHERS Bis(2-chloroethyl)ether MDL Method Detection Limit ND Not detected at or above the MDL REPORT OF LABORATORY ANALYSIS February 06, 1992 PACE Project Number: A20113600 93 0002366 93 0002374 51 Ravenscroft Drive Asheville, NC 2.8801 Offices Serving: Minneapolis, Minnesota 01/13/92 01/13/92 Tampa, Florida Asheville, North Carolina 01/13/92 01/13/92 New York, New York MW #2 MW #4 Units MDL Denver, Colorado Los Angeles, California ug/L 1.0 ND ND ug/L 1.0 ND ND ug/L 1.0 ND ND ug/L 1.0 ND ND 012792 012792 ND ug/ 1.0L ND ug/L 1.0 ND ND ug/L 1.0 ND ND ug/L 1.0 ND ND ug/L 1.0 ND ND ug/L 1.0 ND ND ug/L 5 ND ND ug/L 5 ND ND ug/L 5 ND ND ug/L 5 ND ND ug/L 15 ND ND ug/L 15 ND ND ug/L 15 ND ND ug/L 5 ND ND ug/L 5 ND ND ug/1_ 5 ND ND ug/L 15 ND ND ug/L 1 ND ND 51 Ravenscroft Drive Asheville, NC 2.8801 Offices Serving: Minneapolis, Minnesota Charlotte, North Carolina An Equal Opportunity Employer TEL: 7042547175 Tampa, Florida Asheville, North Carolina FAX 704 2524618 Iowa City, Iowa New York, New York San Francisco, California Pittsburgh, Pennsylvania Kansas City, Missouri Denver, Colorado Los Angeles, California F � I r O R F' O R A T E D REPORT OF LABORATORY ANALYSIS 'J C Mr. David Smith Page 3 Client Reference: Monitoring Wells PACE Sample Number: Date Collected: Date Received: Client Sample ID: Parameter ORGANIC ANALYSIS HALOETHERS Units MDL February 06, 1992 PACE Project Number: A20113600 93 0002366 93 0002374 01/13/92 01/13/92 01/13/92 01/13/92 MW #2 MW #4 Bis(2-chloroethoxy)methane ug/L 1 ND ND Bis(2-chloroisopropyl)ether ug/L 1 ND ND 4-Bromophenyl phenyl ether ug/L 2 ND ND 4-Chlorophenyl phenyl ether ug/L 2 ND ND MDL Method Detection Limit ND Not detected at or above the MDL. These data have been reviewed and are approved for release. J Wal ted' L . Miller Regional Director 1 t.a:r .emit 0''V( Offices Serving: Minneapolis, Minnesota Charlotte, North Carolina An Equal Opportunity Employer A �hr^vdlr, NC i1 Tampa, Florida Asheville, North Carolina IEt 704 254 7176 Iowa City, Iowa New York, New York FAX 704 252 461 B San Francisco, California Pittsburgh, Pennsylvania Kansas City, Missouri Denver, Colorado Los Angeles, California Ag im' le I Cover Shegt 09.#. 199= 11.07 F. i iN umilcir" Ili o Environment, Health, and Natural Resources Division of Environmental Management ement Groundwater Section 512 N. Salisbury Street, Raleigh, N.C. 27604 CO Ph Fa: F+ roI :r,fir.as doMen Phone: (919) 733-3221 Fax, (919) 715-05$$ Date:'~ n5l Pages including this cover page;_ __-- - Comments: ..: 4 L4 F SEP 241993 J Comments: ..: vOr'tIrolin, .'Attment of Environment, ,-lealth and Natural Resources Division of Environmentai Management James B. Hunt, Jr„ Governor Jonathan B, Howes, Seoretary, A. Preston Howard, Jr., P.E., Director 09.24.1993 11:09 IILT. �5; 'L4,j * 0*4"00 �, a EHNR To: racy Floyd, Groundwater Section, Central Office IVA From: Michael Allen, Environmental Engineer,, Permits & Engineering Unit Subject. Permit Application Number WQ0000195 (9 Town of Waynesville ���' Sludge Landfill Hikywood County SEA 24 1993 Date; September 23,1993 MOWER SEMON LEIGH, HC Enclosed is a letter from the Town of Waynesville with several comments on Permit No. WQ0O00195 issued August 6 1993. Please answer the questions concerning the monitoring wells and let me knew your opinion on the buffer distances, Can we continue at 25 feet, should we enforce 100 feet, or can we come to a compromise. If further Information Is required, please drop me a note or call me at (919) 733-5093, Ext, 547, Thanks. P.O. Box 20535, Raleigh, North Caroline 37626-0636 'telephone 919.733.7015 FAX 910-733-2498 An Equal Opportunity Aff Irmative Action Employer 50% recycled/ 10% postconsumer paper 09.24.1993 11.08 waYNESVILLE rca�p�lie`i OFFICE OF DIRECTOR OF PUBLIC WORKS/UTILITIES Tomm of Wavy .+ svffl August 301 1993 Me. Carolyn D. McCaskill .0 N.C. DEHNR, Division of Environmental Management � P. Q. Box 29535 ' Raleigh, NC 27626-0535 � Re: Permit No, WQ0000195 Town of Waynesville Sludge Landfill Haywood County Dear Ms. McCaskill. The referenced permit renewal transmittal of August 61 1993 from Preston Howard to Jahn Siler, Town Manager, has been referred to me for review and response. I have discussed several items of concern with Mivhtel D. Allam. First, we respectfully request that in part I, item 41 the buffer between the sludge disposal area and the property boundary not be increased from 25 feet to 100 feet. Singe we have completed the sludge trenches along the downgradient side of the property boundary, this permit modification would only affect the upgradient buffer area along the 7.63 acre tract. I have marked attachment 1 at permit to show the extent of the affected area on the site plan. This permit modification is critical to the remaining site life. At 25 feet of buffer, we have 2.6 acres remaining application area or 4 years, 8 months site life. At 100 feet of buffer, the application area constricts to less than one acre and site life drops to one year and eight months. Second, we respectfully request that N91Y2 and N91Y4 monitoring wells be deleted from part IV item 1. It was my understanding that MW -5 and MW -6 were required to replace Y4 and Y2 respectively because of improper construction. POS 0.100, 106 SOUTH MAIN ST, WAYNI_$VILLE. NO 28786.0100 - PHONE (704) 456-3515 09.24.1993 11:09 Ms. Carolyn D. McCaskill 08-30-93 Page Z Finally we respectfully request that our right to request an adjudicatory hearing be preserved until ,additional information and clarification regarding these permit requirements can be received. Your consideration is earnestly solicited. Thank you for your assistance. Sincer Ur, rederick r., P.9 Director of Publia Works/Utilities FLBspm cc: Max Haner, DEM, 1480 Michael D. Allen, DEM %Tohn .Siler, Town Manager David Smith, WWTP POS C-100, 106 SOUTH MAIM ST„ WAYNESVILLE, NO 28788.0100 -PHONE (704) 456-3515 F. 4 09.24.1993 11:69 F. 5 ` yeti'*� �•. � � lk TO forth Car- ,na .jrtmentof En`V.,lonment, ��alh and, Natural Resources ,J Division of Environmental Management James B. Hunt, Jr., Governor Jonathan B, Howes, Secretary A. Preston Howard, Jr., P.E., Director Town of Waynesville PO BOX C-100 Waynesville, NC 28786 October 18, 1993 Attn: Mr. John Siler, Town Manager SUBJECT: Permit No. WQ0000195 Town of Waynesville Sludge Landfill Haywood County Dear Mr. Siler: In accordance with the policy of the Division of Environmental 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. matters, you should contact Don Link at the address shown below to discuss the requirements relevant to your specific facility: ASHEVILLE REGIONAL OFFICE Interchange Bldg. 59 Woodfin Place Asheville, NC 28801 (704)251-6208 * A supply of forms (GW -59) on which the analytical results must be reported 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 GW -59 RO. P.O. Box 29535, Raleigh, North Carolina 27626-0535 Telephone 919-733-3221 FAX 919-715-0588 An Equal Opportunity Affirmative Action Employer 50% recycled/ 10% post -consumer paper * FOR ANY ADDITIONAL INFORMATION RELATED TO REQUIREMENTS FOR GROUNDWATER QUALITY PROTECTION, PLEASE REFER TO YOUR PERMIT. A copy of the Groundwater Requirements (Section IV -1-3 of Permit No. WQ0000195) is attached for your reference. If you have any questions, please do not hesitate to contact me at (919)733-3221. Sincerely, / Brian Wootton Hydrogeology Technician Permits and Compliance Groundwater Section Attachments cc: Don Link Central Files Compliance Monitoring files IV. Noncornplia .,e Notification: The Permittee shall report by telephone to the Asheville Regional Office, telephone number: (704) 251-6208 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 with the land application program which results in the land application of significant amounts of wastes which are abnormal in quantity or characteristic. b. Any failure of the land application program resulting in a release of sludge material to receiving waters. c. Any time that self-monitoring information indicates that the facility has gone out of compliance with the conditions and limitations of this permit or the parameters on which the system was designed. d. Any process unit failure, due to known or unknown reasons, that render the facility incapable of adequate sludge treatment. e. Any spillage or discharge from a vehicle or piping system transporting sludge to the application site. Persons reporting such occurrences by telephone shall also file a written report in letter form within 15 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. GROUNI)WATER REQUIREMENTS 1. The four (4) existing monitoring wells, N91Y1, N91Y3, MW -5 and MW -6, shall continue to be sampled every March, July and November for the following parameters: Nitrate (NO3) Ammonia Nitrogen Aluminum TDS Potassium Sodium pH Water Level Chloride Fecal Coliforms TOC SO4 Cadmium Zinc Copper Volatile Organic Compounds - In November only (by Method 1 or Method 2 below). Methal l: 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. M F -. 11 TOC cone/ greater greater than 10 mg/l are detectf n any downgradient monitoring well, additional sampling and analysis must be con,,d6ted to identify the individual constituents comprising this TOC concentration. If the TOC concentration as measurers in the back 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 on Form GW -59 (Compliance Monitoring Report Form) every April, August and December. 2. The S'Dmpliance Boundary delineated on the attached site map for the disposal system is specified by regulations in 15 NCAC 2L, Groundwater Classifications and Standards. The Compliance Boundary is established at either (1) 500 feet from the waste disposal area, or (2) the property boundary, whichever is closet to the waste disposal area. An exceedance of Groundwater Quality Standards beyond the Compliance Boundary is subject to immediate remediation action in addition to the penalty provisions applicable under General Statute 143-215.6(1)a. Also in accordance with 15A NCAC 2L, a REVIEW BOUNDARY delineated on the attached site map for the disposal system is establishers around 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. 3. Any additional groundwater quality monitoring as deemed necessary by the Division of Environmental Management shall be provided. v. iNISPECTIONS �. The Permittee or his designee shall inspect the sludge storage, transport, 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 by the Division of Environmental Management or other permitting authority. 2. Any duly authorized officer, employee, or representative of the Division of Environmental Management may, upon presentation of credentials, enter and inspect any property, premises or place on or related to the disposal site and facility at any reasonable time for the purpose of determining compliance with this permit; may inspect or copy any records that must be kept under the terms and conditions of this permit; or may obtain samples of groundwater, surface water, or leachate. 5 MEMORANDUM TO: Colleen Su11' THROUGH: Ted Bush FROM: Bob Ch2- 7 - SUBJECT: Adjudication of Town of Waynesville Permit Sludge Landfill Haywood County Permit No. WQ0000195/GW93048 The Groundwater Sectio has reviewed the permittee's letter and offers the following response and modification to the permit issued 8/6/93: Sectio I.4. The 100 buffer shall be modified to the original 25 foot buffer, as previously required in the permit issued May 26, 1989. Sectio IV.1. Sampling of monitor wells N91Y2 and N91Y4 may be omitted, however the monitor wells shall remain in operation so that samples may be obtained if necessary. If there are any questions, please let me know. cc: Lon Link Central Files Permit Files OCT 13 M G,otinbiater Section /i `e of North Carolina .yepartment of Environment, Health, and Natural Resources Division of Environmental Management Asheville Regional Office James B. Hunt, Jr. Governor Jonathan B. Howes, Secretary WATER QUALITY SECTION October 11, 1993 MEMORANDUM ^l I AAda 4 ®FHNi=1 i E G E I U E r (iKUUNUVVA1tK J€ ASHEVILLE REG01A TO: Carolyn McCaskill— Permits & Engineering Unit THROUGH: Forrest R. Westall Regional Water Quality Supervisor FROM: Max L. Haner —W/ Environmental Chemist / ARO SUBJECT: Comments & Recommendations Adjudication Request for Permit Number WQ0000195 Sludge Landfill Conditions Town of Waynesville Haywood County, North Carolina Permit Number WQ0000195 was reissued to the Town of Waynesville on 8/6/93 for continued operation of the Town's sludge landfill. Condition 4 of the Performance Standards for this landfill requires that the buffer between the sludge disposal area and adjacent property lines be extended from 25 feet as provided in the previous permit to 100 feet. A recent letter from the Town of Waynesville (8/30/93) argues that this increase to a 100 foot buffer reduces the effective use of this property from 2.6 acres to less than one (1) acre; thereby reducing the life of the property from 4.67 years to 1.67 years at the current sludge application rate. Given the reduction in use and the fact that operation of this landfill over the past permit period has developed such that the 100 foot separation would be applicable only along the upgradient side of the property, the Town requests that the buffer requirement be changed to 25 feet as originally permitted. The 2H .0200 Regulation requires that a subsurface sludge disposal system be separated from property lines by a buffer of 50 feet. Even though this design buffer requirement was a regulatory requirement during last issuance of this permit, the 25 foot separation apparently was justified and approved. The Town appears to have based its entire sludge disposal program upon full use of the landfill property at the 25 foot buffer from the property lines and has operated the landfill in a manner that the upgradient buffer will be the only one affected by this buffer change. Interchange Buiding, 59 Woodfin Place, Asheville, N.C. 28801 Telephone 704/251-6208 Fax 704/251-6254 An Eanal Onoortunity Affirmative Act inn. FmDI.()Ver in McCaskill -,torandum October 11, 1993 Page Two As the position of ARO's Groundwater Section concurs that the 25 foot buffer should be reinstated (copy of memo attached), a-nd since this buffer change is not expected to result in an adverse change to the environmental conditions existing at the landfill site, it is recommended that the permit be modified as the Town has requested. Should you have questions or need additional discussion of this matter, please advise. Enclosure xc: Roy M. Davis Don Link Kay Dechant DIVISION OF ENVIRONMENTAL MANAGEMENT ASHEVILLE REGIONAL OFFICE GROUNDWATER SECTION September 29, 1993 MEMORANDUM TO: Brian Wooton, Groundwater Section Raleigh Central Office THROUGH Don Link, Regional Groundwater Supervisor Asheville Regional Office FROM: Kay Dechant, Hydrogeologist Asheville Regional Office SUBJECT: Comments on Adjudication Request Town of Waynesville Sludge Landfill WQ 0000195/GW 93048 Haywood County, North Carolina I have reviewed the Town of Waynesville's request for modifications or adjudication of the subject permit. During telephone conversation with Jack Floyd on September 28, 1993, we discussed that the condition for the 25 foot buffer to property line, as stipulated in the original permit, should be reinstated. I have no objection to deletion of the groundwater monitoring requirement for monitor wells N91y2 and N91y4, however they shall remain in operation so that samples may be obtained, if necessary. If you have any questions, please contact me at (704) 251-6208. LKD/gC cc: Max Haner Michael Allen TO: NORTH CAROLINA DEPARTMENT OF ENVIRONMENT, HEALTH & NATURAL RESOURCES 59 Woodfin Place, Asheville, North Carolina 28801 704/251-6208 (Phone) 704/251-6452 (FAX) FAX NO.:/ FROM: DATE: Z Number of Pages, including cover page: COMMENTS: MEMORANDUM TO: THROUGH: DIVISION OF ENVIRONMENTAL MANAGEMENT ASHEVILLE REGIONAL OFFICE GROUNDWATER SECTION September 29, 1993 Brian Wooton, Groundwater Section Raleigh Central Office ZV4�- Don Link, Regional Groundwater Supervisor Asheville Regional Office FROM: Kay Dechant, Hydrogeologist,/ Asheville Regional Office SUBJECT: Comments on Adjudication Request Town of Waynesville Sludge Landfill WQ 0000195/GW 93048 Haywood County, North Carolina I have reviewed the Town of Waynesville's request for modifications or adjudication of the subject permit. During telephone conversation with Jack Floyd on September 28, 1993, we discussed that the condition for the 25 foot buffer to property line, as stipulated in the original permit, should be reinstated. I have no objection to deletion of the groundwater monitoring requirement for monitor wells N91y2 and N91y4, however they shall remain in operation so that samples may be obtained, if necessary. If you have any questions, please contact me at (704) 251-6208. LKD/gC cc: Max Haner Michael Alien I P'_ • 04-687-8003 SEP Q,7' -V93 8:55 No . 001 P.01 �tAlkAr 1 I ,'6ET #SME ..11T TRANSMISSION ise Forward Immediately ENVIRONMEll SERVICES ENGINEERING , TESTING TO: LOCATION: FROM: AF '_I�fr2!l ASHEVILLE, NORTH CAn6LINA DATE: / 7/ TIME, am pm RETURN FAX NUMBER: (704) 6878003 NUMBER OF PAGES INCLUDING COVER SHEET: (If all pages not received, call (704) 687-9080 COMMENTS: S& , na, 44 Duck Shoals Rand, Unit G9 Ardon, North Carolina 28704 (704) 487.9080 Fax (704) 687.81003 Z_S% !off,-- TrI Clue► of Greensboro Knoxville * e Asheville • cherlotle + Feyettevirre Spartanburg Wilmington Charleston Savannah -ter ':.l R_�4 nil UP: J't S&ME Project Number: �.. _.---.-- This cover Sheet and the documents accompanying thls telecopy transmission contain information from SSME, Inc., which is confidential and legally privileged. The information is intended only for the use of the individual or entity named on this transmission sheet. It you are notthe intended recipient, you are hereby notified that any disGloswre. Copying, distributlon or the taking of any action in reliance on these documents is strictly prohibited. $SME SFG-001 IUB". ,`-704-687-8003 SEP CF --'-193 55 No . 001 P.02 August 31, 1992 Mr. Fredrick L. Baker, P.E. Director of Public Works/Utilities Town of Waynesville P.O. Box C-100 106 South Main Street Waynesville, North Carolina 28786-0100 Subject: Monitoring Well Construction Town of Waynesville -Sludge Landfill Waynesville, North Carolina S&ME Project #1414-92-117 Dear Mr. Baker: In accordance with S&ME Proposal 1404-92-2222-P, on August 27, 1992, S&ME, Inc. mobilized a H-57 ATV -mounted anger -rig equipped with 3.25 -inch ID hollow stem augers to the subject site and installed two monitoring wells. The monitoring well locations had been flagged during an on-site meeting that involved Ms. Kay Dechant of the North Carolina Department of Environment, Health and Natural Resources - Groundwater Section, Mr. Wes Lowder and Dr. Pam Peebles of S&ME, and yourself. Due to the close proximity of one of the monitoring well locations to a high tension overhead power line( approximately 10 feet) the on -sate geologist (myself), decided that the separation between the proposed monitoring well location and the power line was inadequate to insure the safety of the drilling crew. After discussing the safety concern with Ms. Kay Dechant by telephone, and obtaining permission to select a alternate location for the monitoring well, the well was installed approximately 15 feet from existing monitoring well Y2. Tho new well, designated MW --1 on the enclosed Well Record, was drilled to auger refusal at 15 feet below grade. The well was completed at 14 :deet 4 inches, due to caving of the borehole. The second monitoring well, located near existing monitoring well Y3, and designated MW -2 on the Well Record, was drilled to auger refusal at approximately 18 feet below grade. The well was completed at 16 feet due to caving of the borehole. The monitoring wells were constructed in accordance with North Carolina Well Construction Standards (15 NCAC 2C .0100). It is our understanding that the Town of Waynesville intends to collect groundwater samples from these two wells during the next scheduled compliance monitoring sampling event. ID- 1-704-687-8003 SEP 0'7X93 8:56 No . 001 P.03 S&ME appreciates the opportunity to be of service to the Town of Waynesville. If you have any questions please do not hesitate to contact us. Sincerely, S&ME, Inc. Milton E. Ussery, Jr., P.G. Project Hydrogeologist Was Loader, P.E. Branch Manager Pam Peeblesr IPh.1D.,R.G. Project Manager 1 of North Car�„na �.;. apartment of Environment, Health and Natural Resources 4 • • Division of Environmental Management James B. Hunt, Jr., Governor As IL Jonathan B. Howes, Secretary I D E H A. Preston Howard, Jr., P.E., Director mm AUG 2 31993 r August 17, 1993 arr:ateres Town of Waynesville P O Box C-100 Waynesville NC 28786 Attn: Mr. John Siler SUBJECT: Permit No. WQ0000195 Town of Waynesville Sludge Landfill Haywood County: Dear Mr. Siler: In accordance with the policy of the Division of Environmental Management to ensure the good quality of North Carolina's groundwater, the referenced Permit requires several activities related to groundwater monitoring. The following guidelines are presented to assist you in complying with those requirements. If you have any questions concerning these matters, you should contact Don Link at the address shown below to discuss the requirements relevant to your specific facility: Asheville Regional Office 59 Woodfin Place Asheville, NC 28801 (704)251-6208 P.O. Box 29535, Raleigh, North Carolina 27626-0535 Telephone 919-733-7015 FAX 919-733-2496 An Equal Opportunity Affirmative Action Employer 50% recycled/ 10% post -consumer paper Condition No.IV-1: Sampling of the referenced wells on the schedule and for the constituents listed below: SCHEDULE: The monitor wells must be sampled initially after construction and thereafter every March, July, and November. CONSTITUENTS• NO 33 (10.0) TD5 (500.0) pH (6.5-8.5 standard units) Chloride (250.0) Cadmium (0.005) Zinc (5.0) Aluminum Sodium Ammonia Nitrogen TOC Water Level Copper (1.0) Fecal Coliform (1/100m1) SO4 (250.0) Potassium Volatile Organic Compounds (in November 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 levels must be made prior to sampling for the remaining parameters. The numbers in parentheses represent the maximum allowable concentrations in groundwater for the various analytical parameters, as specified in 15A NCAC 2L [Groundwater Classifications and Standards]. Unless otherwise specified, the units for these concentrations are expressed as milligrams per liter. 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. 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/1, 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. A_supply of forms (GW -59) on which the analytical results must be reported 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 GW -59 R0. FOR ANY ADDITIONAL INFORMATION RELATED TO REQUIREMENTS FOR GROUNDWATER QUALITY PROTECTION, PLEASE REFER TO YOUR PERMIT. If you have any questions, please do not hesitate to contact me at (919)733-3221. Sincerely'�, Brian Wootton Hydrogeology Technician Permits and Compliance Groundwater Section BW:ja/WAYNES. Attachments cc: Don Link Central Files Compliance Monitoring Files DIVISION OF ENVIRONMENTAL MANAGEMEI GROUNDWATER SECTION June 30, 1993 M E M O R A -ND U M TO: Carolyn McCaskill THROUGH: Bob Cheek g-� L FROM: Brian Wootton SUBJECT: Town of Waynesville Land Application of Residual Solids Permit Renewal Application Haywood County WQ0000195/GW93048 (Michael Allen: DEM SERG Review Engineer) The Groundwater Section has reviewed the subject permit renewal request for the continued disposal of residual solids from the Town of Waynesville WWTP to the 12.15 acre landfill site. We suggest that the current buffer of 25 feet between the sludge disposal area and the property boundary be extended to 100 feet, since low levels of chlorinated solvents have been reported from the sampling of the monitor wells (No's. N91y2 & N91y4). In Conclusion, the Groundwater Section has no objection to the permit renewal request, provided that the following conditions are included: 1. The six (6) existing monitor wells (N91Y1,N91Y2,N91Y3,N91Y4,MW-5, and MW -6) shall be sampled every March, July, and November for the following parameters: Nitrate (NO3) Aluminum Potassium pH Chloride TOC Cadmium Copper Volatile Organic Compounds monitor wells (by method 1 Ammonia Nitrogen TDS Sodium Water Level Fecal Coliforms SO4 Zinc - In November only for 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/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. 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 on Form GW -59 [Compliance Monitoring Report Form] every April, August and December. 2. The Compliance Boundary delineated on the attached site map for the disposal system is specified by regulations in 15A NCAC 2L, Groundwater Classifications and Standards. The Compliance Boundary is established at either (1) 500 feet from the waste disposal area, or (2) the property boundary, whichever is closest to the waste disposal area. An exceedance of Groundwater Quality Standards or beyond the Compliance Boundary is subject to immediate remediation action in addition to the penalty provisions applicable under General Statute 143-215.6(1)a. Also in accordance with 15A NCAC 2L, a REVIEW BOUNDARY delineated on the attached site map is established around 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. 3. The current buffer of 25 feet between the sludge disposal area and the property boundary is to be extended to a minimum distance of 100 feet. (The 100 foot buffer distance is shown on the attached site map). 4. Any additional groundwater quality monitoring, as deemed necessary by the Division, shall be provided. cc: Don Link Central Files Permit Issuance Files DIVISION OF ENVIRONMENTAL MANAGEMENT GROUNDWATER SECTION March 24, 1993 MEMORANDUM TO: Rob Rogers Groundwater Section Raleigh Central Office THROUGH: Don Link, Regional Groundwater Supervisor Groundwater Section Asheville Regional Office FROM: Kay Dechant, Hydrogeologist4z� Groundwater Section Asheville Regional Office SUBJECT: Comments on Permit Renewal Town of Waynesville Sludge Landfill WQ0000195/GW93048 Haywood County, North Carolina The Asheville Regional Office recommends renewal of the subject permit with the condition stated on the following permit application review form. The existing permit requires groundwater monitoring of four monitor wells. Recently, two additional monitor wells were constructed to assess possible groundwater contamination by low levels of chlorinated solvents. 'After further evaluation, we may require triannual monitoring of all six monitor wells. This possible contamination is probably the result of portions of the site being used for a solid waste landfill in the past. LKD/gC F • spa NORTH CAROLINA DEPARTMENT OF _ S ENVIRONMENT, HEALTH & NATURAL RESOURCES 59 Woodfin Place, Asheville, North Carolina 28801 704/251-6208 (Phone) 704/251-6452 (FAX) j TO: FAX NO.: FROM: DATE: 2, - Number of Pages, including cover page: DIVISION OF ENVIRONMENTAL MANAGEMENT GROUNDWATER SECTION March 24, 1993 MEMORANDUM TO: Rob Rogers Groundwater Section Raleigh Central Office THROUGH: Don Link, Regional Groundwater Supervisor Groundwater Section Asheville Regional Office FROM: Kay Dechant, Hydrogeologist� Groundwater Section Asheville Regional Office SUBJECT: Comments on Permit Renewal Town of Waynesville Sludge Landfill WQ0000195/GW93048 Haywood County, North Carolina The Asheville Regional Office recommends renewal of the subject permit with the condition stated on the following permit application review form. The existing permit requires groundwater monitoring of four monitor wells. Recently, two additional monitor wells were constructed to assess possible groundwater contamination by low levels of chlorinated solvents. After further evaluation, we may require triannual monitoring of all six monitor wells. This possible contamination is probably the result of portions of the site being used for a solid waste landfill in the past. LKD/gc GROUNDWATER SECTION GW # 9 d�� DIVISION OF ENVIRONMENTAL MANAGEMENT RECORD OF WASTE DISPOSAL PERMIT APPLICATION REVIEW REVIEW BY _f DATE r2 FIELD INVESTIGATION? (Y/N) FACILITY NAME 6It: � r../•/ Lo COUNTY r LOCATION 3...5 ° 30 131 " FA ° h 00 � TYPE OF DISPOSAL SYSTEM ( LAGOON, ETC.) Cider P Z ` DESIGN CAP. ( GPD ) DESCRIPTION OF FACILITY f SIZE OF IMPOUNDMENT (FT. S9) & / OR SIZE OF APPLICATION AREA WASTE SOURCE: (a MUN. SLUDGE MUN. W. WATER: 0 PRIMARY OSECONDARY TERTIARY [JIND. SLUDGE Q1ND. W. WATER OTHERS DISTANCE FROM WASTE SOURCE TO NEAREST: STREAM FT., WELL %'/.'t FT. FOR WELL: TYPE OF USE , DEPTH , PUMP RATE ( EST. ) WHAT DESIGN CONDITIONS WILL REDUCE / INCREASE CHANCE OF GW CONTAMINATION: WHAT NATURAL SITE CONDITIONS WILL , E UCE)NCREASE CHANCE OF GW CONTAMINATION: DEPTH TO: BEDROCK _ 3d FT., SEASONAL HIGH W. T. vS� FT., ANNUAL W. T. FLUX : 16 SFT. rSURFICIAL AQUIFER I BEDROCK / ARTESIAN AQUIFER GEN. LITHOLOGY G 14 S; Z -f— 6n TS HYD. COND. FT. /1►'�I '=' '�'EASURED FT./DAY 0 MEASURED ESTIMATED FIESTIMATED THICKNESS FT. NO. OF MONITOR WELLS: PROPOSED: UP DOWN FROM WORKSHEET: SITE NUMERICAL DESCRIPTION= L Len,c.pj sy 54eo, , T SITE GRADE (HYDROGEOL.) = L =J PROPOSED SAMPLING SCHEDULE & PARAMETER(S) : REMARKS/RECOMMENDATIONS EXISTING: UP DOWN 1 2 3 4 5 6 6A 68 SITUATION GRADE _ FA ,W-48 Revised 8/87 `r •l YMM� y .- � d ` 5 4kl T RWp U LIiv SECTION State of North Carolina Y� OEO AL FRCE Department of Environment, Health and Natural Resources Division of Environmental Management 512 North Salisbury Street • Raleigh, North Carolina 27611 James B. Hunt, Jr., Governor March 16, 1993 John Siler, Town Manager Town of Waynesville. Post Office Box C-100 Waynesville, North Carolina 28786 Jonathan B. Howes, Secretary. Subject: Application No. WQ0000195 Renewal Additional Information Request Town of Waynesville Land Burial of Residual Solids Haywood County Dear Mr. Siler: The Permits and Engineering Unit has completed a preliminary engineering review of the subject application. The following items must be addressed before we can complete our review: 1) In accordance in with Permit No WQ0000195 issued May 26, 1989 in Condition No. 20, please verify that the Town of Waynesville is no longer accepting sludge from the Town of Clyde. 2) Does the Town of Waynesville still own the land where the dried sludge is being buried? 3) Please provide the approximate cummulative volume of sludge buried. 4) Please provide a complete TCLP analysis that includes the following parameters: Arsenic Benzene Carbon tetrachloride Chlorobenzene Chromium m -Cresol Cresol 1,4 -Dichlorobenzene Asheville Fayetteville Mooresville 704/251-6208 919/486-1541 704/663-1699 Barium Cadmium Chlordane Chloroform o -Cresol p -Cresol 2,4-D 1,2-Dichloroethane Regional Offices Raleigh Washington Wilmington Winston-Salem 919/571-4700 919/946-6481 919/395-3900 919/896-7007 Pollution Prevention Pays P.O. Box 29535, Raleigh, North Carolina 27626-0535 Telephone 919-733-7015 An Equal Opportunity Affirmative Action Employer .ge 2 Permit No. WQ0000195 March 16, 1993 f 1,1-Dichloroethylene 2,4-Dinitrotoluene Endrin Heptachlor (and its hydroxide) Hexachlorobenzene Hexachloro-1,3-butadiene Hexachloroethane Lead Lindane Mercury Methoxychlor Methyl ethyl ketone Nitrobenzene Pentachlorophenol Pyridine Selenium Silver Tetrachloroethylene Toxaphene Trichloroethylene 2,45 -Trichlorophenol 2,4,6 -Trichlorophenol 2,4,5 -TP (Silvex) Vinyl chloride Refer to the subject permit application number when providing the requested information. Please submit four copies of all information to my attention at the address below. Also, please note that failure to provide this additional information on or before April 16, 1993, will subject your application to being returned as incomplete, in accordance with 15A NCAC 211.0208. If you have any questions on this matter, please call me at (919) 733-5083 ext. 547. Sincerely, r %A f Michael D. Allen Environmental Engineer I State Engineering Review Group cc: Asheville Regional Office, Water Quality Asheville Regional Office, Groundwater ✓� Brian Wootton, Groundwater, Central Office Permit File WQ0000195 GRo'UNDWATER SECTION DIVISION OF ENVIRONMENTAL MANAGEMENT GW RECORD OF WASTE DISPOSAL PERMIT APPLICATION REVIEW :VIEW BY _ la'm 1)_'6 k/ DATE ?1.2 AZZ FIELD INVESTIGATION? (Y/N ) \CILITY NAME4{Al"? 5 F,�./" e� COUNTY JCATION 3s °30X 36- & 8A ° "�9 0� ° V f PE OF DISPOSAL SYSTEM (LAGOON, ETC.DESIGN CAP. ( GPD ) '-E OF IMPOUNDMENT (FT. S9) & /OR SIZE OF APPLICATION AREA PASTE SOURCE: Q MUN. SLUDGE MUN. W. WATER PRIMARY OSECONDARY 0 TERTIARY IND. SLUDGE rJIND. W. WATER OTHERS STANCE FROM WASTE SOURCE TO NEAREST: STREAM FT., WELL `;:;� ZL (�� FT. )R WELL: TYPE OF USE , DEPTH , PUMP RATE ( EST. ) THAT DESIGN CONDITIONS WILL REDUCE/ INCREASE CHANC9 OF GW CONTAMINATION: THAT NATURAL SITE CONDITIONS WILL,VEDUCE /INCREASE CHANCE OF GW CONTAMINATION: f � EPTH TO: BEDROCK "`3d FT., SEASONAL HIGH W. T. FT., ANNUAL W. T. FLUX : 5 �b SFT. SURFICIAL AQUIFER BEDROCK / ARTESIAN AQUIFER GEN. LITHOLOGY G la HYD. COND. FT./ n19�r4 '=-' ""EASURED FT./DAY IJ MEASURED ESTIMATED [J ESTIMATED , THICKNESS . 5"' FT. O. OF MONITOR WELLS: PROPOSED: UP DOWN ?OM WORKSHEET: SITE NUMERICAL DESCRIPTION= L3 Le "Al"i $y 544" T SITE GRADE (HYDROGEOL.) = ZOPOSED SAMPLING SCHEDULE & PARAMETER(S) : -EXISTING: UP DOWN 1 2 3 4 5 6 6A 613 SITUATION GRADE = C� 1^ :MARKS/RECOMMENDATIONS; ,ear p , ,w//�' , k/ rv- /fitd S`41 °/, gas S , '50 1-48 Revised 8/87 YD. REGIONAL S PERVISOR APPLICATION REVIEW �- WORKSHEET i .J.N A . Ifmk,e 0.o dktanc* round berw..n con-�— r,ofbn *wit* and O4tonoo In 2000 78-140 35-49 f r Kx?PN e-oll or molern 1000 • 71m.X150 - ?00 60 )4 10-19 20-34 Dktonce Pt. Value nt). wonce h 6200 ♦ 0.0 Ip01-]10p 251-600 101.160 JI -EO tool (stop 1) 3100 - 62M 601-1090 161- 250 61 - 1(" 0 -30 = K Wolof tabu h 13011-00606b.drack pf. vakio .6: h poorly p*rmoad* b*drock -2 Mk,t wlue 0 ) t7l. wUs - 4 ? J ofe the d*Mh5 6 1 7 8 0 t�teten wafer toys" 60 • JO d0 20 70 17-27 6-11 S7 feet 34 13.8 6-1 p Depth 200 • 00 or con. 01-2 61-90 36-60� d0 .33 IA25 0-15 Ja 412 0 w 1 PI Vokm ,if rtl kJn �lce (Sten 2) "..,5%of far NO Wolof Wolof lots* 6fodery Grodort Gradety dl Droory Gtrx}sry Gtodofi 6rodofy :anlornkr grodbnt and oWoy from aknod Ise turn low than pod*f O-eolof flowdkoctlon Pl. Vok» ' (Stop 3) 4o as Wolof 6tf 2rwcord 2"cart It.an2 lhan2 wprAO4 that toward towood pofconf p*tcont or* CION( Water Wolof loword toword 1ha, 1000 *4n* but supply Wvt*( Wolof tn*t*n r" the orxt Is the empty empty cr,tk_"*d antic".d but not and%tit d *CII0n of droctbn of tfro MIt. antic"Od pow now clpolod dioctbn dkoctlon of Flow d "Cw l ie of � abltfty- n for it)" Ck7y wtih dkpos0t ell*. Clem f* no nnSand With Sued with 11'")SOIL ib • 301i Ise Itv3n Ckran fin* P oorse« Row - Dock > too Cby Bond oo►y 151 cloy land sod � dt kyvbw � k bre than 30 Olt N M bA Old *rtooe Mom than 95 1� 11 1 It i 11 1 I1 I II p 08 IC 10 2f JE 4G 5F 6E tum i )f 6E oG Okn 75-94 • bO.*ock pooAy 4 20.24 OC 2C IE JD 4D 6E 5G 61, IG 8f OH ON 60-74 O o 15. 10 OD 38 IF 4C 4E 6C 5N 7D 7" 8G 01 00 10 -14 OE 48 20 58 4F 46-59 q 60 51 7E M"""Y 3.0 186e 2E 78 5C 7C 6J 6D )J of oK oo 0 10.27 a very Poernoot,l. low Ihon J le 68 JC 6C 50 oe 5K OC )K OF Ol OR low than 1 6e1lac* of In,d as rtbc*: 1. 61.11. Oj Not* :if tloriock of kw%d s,rf000. w 10 (plus approprlol* toll«) Category (step 4) of connryonce In accuracy of tvkies /1 • very conMonl 6 • fdrty connfUnd C .wfrh krw oonnd*noo CONNUnco (step 5) �r,oem with fWod to conIm4 ary source %: W . nsa by w*1 . S•%NVV/droar" 8 p*rlmslof of oofnplf>,a Pahl or Concern /ldd tonal Oucomw (Clicks Oryy Oto) (Step 6N D . Cox of doptewon of noorpy pr>tnpkq wow hos• M ikld . a -1 McNy. hhuenoe contomn1 ►,0aw n f0 tswiv sNe hv* lkoly P . Ss* her poo' p*rco"'00 E . Oktcs,c* h SHO i bed on separation from pol*nlld Mdw ail J d ksa h Slop 4) Ou ..(stopp coryant,o t mkrr*» rdtw than poky souroo 6f» . 60 O. War* source in Pour,cfwol« »dx�pff v*a wo.t• oVrL`* k, . thu rr so" C 0,0"Vl•+af of dbct.c" orb. I . WUI*f tnt" In very hld+y frocfv*d of oovorou tock Orotrrd«cIof ooryari,atIOn CO depth / Aromoe K . Mea undodah by covorou kn*ron* y SRO urdorkin by 1 or more arHsly, CKWOn f WASTE DISPOSAL PERMIT APPLICATION REVIEW WORKSHEET (CONT.) Sign 7 Told Stop i Step 2 Step S Step 6 Stop m Slop N1 ( Add Stop I. l (Om" Ntlefs ) ) S"* Grade based an Nvdrogoolot7{c Paramotws uti Hcaord Paten" Mat* kf•nNnor (If") ( Choose One) O G I 8 E H A C f HPMI 3tfItT3 Told Pone / Som FPM (1) Nmwbol SIN bescrt )von ( fwrn step 7 ) Q) PAR VALUE (Stupe J) STMTION RATTNG : (1) - Q) (table below) SITUATION GRAVE (� no l=J (sae table below) SITUATION GRADE r L_J • r (see table below) Sl1UATION RATRJG TABLE To be used fa SNP 0 ( Notud) and Stop 10 ( ModlRed) (Step 10) SITUATION RATING PRORARk"y OF SITUATION (Comblr»d Vokie) CONTAMNATION DEGREE OF ACCtMARIUTY GRADE A or b" hVrobable RabaGN A -710-4 7 Probably aoo•plot or I. K70 ty u,000"Aab s -311o+3 ' Acoeda ae uioertaN N b •7 Raba* P-boGN u,0000pbbb b or marvirialy 46 Of rtare Very Probatie A►nod c•rf ii to be E u,00ceptabie The probab" of conbm xNr< Mon Rom Wuollons hovinp VOILM between t 7 and - 7 M dVIaM to cotopoea* sofbfoctody, Therefore. W* forage of vdlu tepmented by Wad" 11 and C. h dedoned only by a qus>~ "nark, A,ocoplar" a *ecllon of oo NN Rx IM Intended purpose Y a Nspon� of R» parft" lepubtory opency and may depend on sPoclal r+cAAements of t» opency or on Nasbrty and eueartbn of approved enOhee" of o st (11" 4 ) /p ffl 01, \ \ 783.7 1 i r � _ • Fj � l i i}► � 11-; v j CE ME TER _2 709.3 \� loll 1�1 CEMETERY J J / / + Drawn by: BCB NOTES VELL LOCATION MAP Revised LA DF LL -- ` 8-20-92 Scale 1" = 200' w from Landmark En. WING NO.: Figure 2 DIVISICN OF ENVIPCNMENrAL MANAGEMENT GROUNDWATER SECI'ICN I --K0 TO: Don DATE: FROM:Tam �` 1 SUBJECT': Application for RENEWAL/AMENDMENT of Permit No. 000 %,9�; NEW PERMIT Facility Name: 6/- 1/ County: Type of Project:�C Central Office Contact: Applicable Permit Numbers: WQ16 L"!!5 - GW C� EPA AC The Groundwater Section has received a copy of the above referenced permit application. A_copy of the application package is attached. The Groundwater Section has received a copy of the above referenced permit application, which has been sent to the regional office water quality supervisor. If a copy has not been sent to the regional office please let me know. Please review the application materials for completeness and submit any request for�,d Tonal information to the central office contact on or before A copy of the formal request for additional inf rmation will be forwarded to you. If you do not require any additional info ti to complete your review, please provide your final comments by If you have any questions, please let me know as soon as possible. IR QUALITY 4SHEVILLE OFF 1 February 23, 1993 WAS WJ:SVILLE �n F OFFICE OF DIRECTOR OF PUBLIC WORKS/UTILITIES Town of Waynesville �� zu X � 4 a1�0 n m Permits and Engineering Unit b C q Division of Environmental Management P. 0. Box 29535 Raleigh, NC 27626-0535 Re: Permit Renewal WQ 0000195 Town of Waynesville Sludge Landfill Haywood County Submitted in triplicate and along with a check for $250 renewal processing fee is the Town's request for renewal of the referenced facility for the land burial of dried sludge from the Waynesville Wastewater Treatment Plant. If you should have any questions or need any additional information, do not hesitate to contact me at (704) 456-4410. Sincerely, rederick aker, P E. Director of Public Works/Utilities FLB:pm cc: David Smith, Superintendent John Siler, Town Manager POB C-100, 106 SOUTH MAIN ST., WAYNESVILLE, NC 28786-0100 • PHONE (704) 456-3515 State of North Carolina Department of Environment Health and Natural Resources./ro Division of Environmental Management Non -Discharge Permit Application (THIS FORM MAY BE PHOTOCOPIED FOR USE AS AN ORIGINAL) �, �'} � , Jg LAND APPLICATION OF RESIDUAL SOLIDS �$ I. GENERAL INFORMATION: 1. Applicant (corporation, individual, or other ): Town of Waynesville 2. Print Owners or Signing Official's Name and Title (the person who is legally responsible for the facility and its compliance): John Siler, Town Manager 3. Mailing Address: P. 0. Box C-100 City: Waynesville, State: NC Zip: 28786 Telephone No.: ( 704 ) 456-3515 4. Application Date: 03/01/93 5. Fee Submitted: $ 250.00 6. Name, address, & county of facility where sludge originated. Should be referenced on any plans/specs., analytical results, Land Owner Agreements, etc.: Town of Wavnesville Wastewater Treatment Plant 300 Walnut Trail, Waynesville County Haywood 7. County (s) where sludge will be MUWXK Haywood _ 8. Latitude: 35'30'35"N ; Longitude 82'591 00" of land application sites. For multiple sites attach a listing of the sites and a latitude and longitude for each. 9. Owner and address of lands where sludge will be land applied. For multiple sites attach a listing: Town of Waynesville, off SR 1200 near US 23-74 bypass. FORM: LARS 4/91 Page 1 of 25 i-uNU tiYt x.11 t1IiU."N' ur t'- t0LJAL SULIDS PAGE 24 (4/91) Name and Complete Address of Engineering Firm: Frederick L. Baker, P.E. Director of Public Works & Utilities, Town of Waynesville City: Waynesville State: NC Zip: 28786 Telephone No. (704) 456-4410 Professional Engineer's Certification: I, , attest that this application for _ has been reviewed by me and is accurate and complete to the best of my knowledge. I further attest that to the best of my knowledge the proposed design has been prepared in accordance with the applicable regulations. 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. North Carolina Professional Engineer's Registration No. Print Name of Engineer Seal and Signature (specify date): N/A Applicant's Certification: I, John Siler, Town Manager , attest that this application for permit renewal, Waynesville Slud e Landfill has been reviewed by me and is accurate and complete to the best of my knowledge. I understand that if all required parts of this application are not completed and that if all required supporting information and attachments are not included, this application package will be returned as incomplete. Signature / Date February 24, 1993 THE"COMPLETED APPLICATION PACKAGE, INCLUDING ALL SUPPORTING INFORMATION AND MATERIALS, SHOULD BE SENT TO THE FOLLOWING ADDRESS: NORTH CAROLINA DIVISION OF ENVIRONMENTAL MANAGEMENT WATER QUALITY SECTION PERMITS AND ENGINEERING UNIT POST OFFICE BOX 29535 512 NORTH SALISBURY STREET RALEIGH, NORTII CAROLINA 27626-0535 TELEPHONE NUMBER: 919/733-5083 24 of 25 State of North Carolina Department of Environment, Health, and Natural Resources Division of Environmental Management 512 North Salisbury Street • Raleigh, North Carolina 27626-0535 James G. Martin, Governor William W. Cobey, Jr., Secretary George T. Everett, Ph.D. Director February 10, 1992 Mr. William Sutton Town of Waynesville Post Office Box C - 100 Waynesville, N. C. 28786 Subject: Minor Modification -Permit No. WQ0000195 Town of Waynesville Sludge Disposal Landfill Haywood County Dear Mr. Sutton: On May 26, 1989, the Division of Environmental Management issued the subject permit to the Town of Waynesville. Upon review of this permit, the Division has determined that a minor modification should be made to condition 26 of Permit No. WQ0000195, which was issued on May 26, 1989; therefore, please note that the requirement for submitting records to the Asheville Regional Office in condition 26 is hereby deleted. This condition is now modified to require that an annual summary report (three copies) of the records required in condition 26 be submitted on or before March 1 of the following year, by the Town of Waynesville, to the following address: NC Division of Environmental Management Water Quality Section Facility Assessment Unit PO Box 29535 Raleigh, NC 27626-0535 A,Ll other conditions and limitations expressed in Permit No. WQ0000195, which was issued on May 26, 1989, remain unchanged. If this modification is unacceptable to you, you have the right to request an adjudicatory hearing upon written request within thirty days following receipt of this permit modification. 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, N. C. 27611-7447. Unless such demands are made, this permit modification shall be final and binding. Pollution Prevention Pays P.O. Box 29535, Raleigh, North Carolina 27626-0535 Telephone 919-733-7015 An Equal Opportunity, Affirmative Action Employer If you have any questions regarding this matter, please contact Mr. Randy Jones at 919/733-5083. Sinc e y, - 40 &t'off— George11 erett cc; Haywood County Health Dept. Asheville Regional Office, Water Quality Asheville Regional Office, Groundwater Groundwater Section (Jack Floyd) Facilities Assessment Unit State of North Carolina Department of Natural Resources and Community Development Division of Environmental Management 512 North Salisbury Street • Raleigh, North Carolina 27611 James G. Martin, Governor William W. Cobey, Jr., Secretary Mr. William Sutton Town of Waynesville P.O. Box C-100 Waynesville, NC 28786 Dear Mr. Sutton: R. Paul Wilms Director May 26, 1989 Subject: Permit No. WQ0000195 Town of Waynesville Sludge Disposal Landfill Haywood County In accordance with your application received March 6, 1989 , we are forwarding herewith Permit No. WQ0000195 as amended, dated May 26, 1989, to the Town of Waynesville for the continued operation of the subject sludge disposal landfill. This permit shall be effective from the date of issuance until October 31, 1993, shall be subject to the conditions and limitations as specified therein, and shall void all previously issued permits governing the subject landfill facilities. This permit is amended to include the disposal of sludge from the Town of Clyde for a period of eight months( see condition No. 21). If any parts, requirements, or limitations contained in this permit are unacceptable to you, you have the right to request an adjudicatory hearing upon written request within 30 days following receipt of this permit. This request must be in the form of a written petition, conforming to Chapter 150B of North Carolina General Statutes, and filed with the Office of Administrative Hearings, P.O. Box 11666, Raleigh, NC 27604. Unless such demands are made this permit shall be final and binding. If you need additional infornmation concerning this matter, please contact Mr. Jack Floyd at 919/ 733-5083. cc Sincerely, Z7G� .Paul Wilms Haywood County Health Department Asheville Regioned Office Groundwater Section Pollution Preveruioi. Pays P.O. Box 27687, Raleigh, North Carolina 27611-7687 Telephone 919-733-7015 An Equal Opportunity Affirmative Aetion Employer 1 NORTH CAROLINA ENVIRONMENTAL MANAGEMENT COMMISSION DEPARTMENT OF NATURAL RESOURCES AND COMMUNITY DEVELOPMENT RALEIGH PERMIT For the discharge of Sewage, Industrial Wastes, or Other Wastes 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 Town of Waynesville Haywood County FOR THE continued operation of sludge disposal facilities consisting of land burial of dried sludge from the Waynesville Wastewater Treatment Plant, the Waynesville Water Treatment Plant, and the Town of Clyde Wastewater Treatment Plant to 12.15 acres with no discharge of sludge or wastewater to the surface waters, pursuant to the application received March 6, 1989 and in conformity with the project plan, specifications, and other supporting data subsequently filed and approved by the Department of Natural Resources and Community Development and considered a part of this permit. This permit shall be effective from the date of issuance until October 31, 1993, and shall be subject to the following specified conditions and limitations: 1. This permit shall become voidable unless the facilities have been constructed in accordance with the approved plans, 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. The facilities shall be properly maintained. and operated at all times. 4. This permit is not transferable. 5. This permit shall become voidable in the event of failure of the soil to adequately accept the wastes and maybe rescinded unless the facilities are installed, maintained, and operated in a manner which will protect the assigned water quality standards of the surface waters and ground waters. 6. Issuance of this permit shall void all previously issued permits regulating the use of the subject landfill and all landfilling activities. 7. Adequate facilities shall be provided to prevent surface runoff from carrying any disposed or stored material into any surface waters. t 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. 9. The application rates shall not exceed 46,600 cubic feet per year of dried sludge. 10. In the event that the facilities fail to perform satisfactorily, including the creation of nuisance conditions, the Permittee shall take such immediate corrective action as may be required by this Division, including the construction of additional or replacement wastewater treatment or disposal facilities. 11. 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. 12. 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. 13. No type of sludge other than that from the Waynesville Wastewater and Water Treatment Plants and the Town of Clyde Wastewater Treatment plant shall be placed on the land application disposal site. 14. Adequate provisions shall be taken to prevent wind erosion and surface runoff from conveying pollutants from the sludge application area onto the adjacent property or into the surface waters. 15. No crops for direct human consumption shall be raised on these sites. 16. Adequate inspection, maintenance, and cleaning shall be provided by the Permittee to insure proper operation of the subject facilities. 17. In any future transfer of this land, a notice shall be given to the new owner that gives full details of the materials applied or incorporated at this site. 18. Public access to the landfill sites shall be controlled during active site use. 19. A minimum 25 foot buffer shall be maintained between the sludge disposal area and all property lines. 20. Authorization for the Town of Clyde to dispose of sludge from their wastewater treatment plant shall expire on January 31, 1990. r-- 21. Within 90 days of permit issuance, one (1) downgradient monitor well must be installed to monitor groundwater quality. The location and construction details for these wells must be approved by the Asheville Regional Office, from which a well construction permit must be obtained. 22. The permittee must pay the annual administering and compliance fee within thirty (30) days after being billed by the Division. Failure to timely pay the fee in accordance with 15 NCAC 214 .0205(c)(4) may cause the Division to initiate action to revoke the permit. 24 25 we The new monitor well and the three (3) existing monitor wells shall be sampled every March, July, and November for the following parameters: NO3 Ammonia Nitrogen TDS Water Levels Aluminum Potassium Sodium SO4 pH TOC Chloride Total Coliforms Cadmium Zinc TOX (in Nov. only) Copper The measurement of water level must be made prior to sampling for the remaining parameters. The analytical methods used for TOX must be capable of detecting the total of all halogenated organic compounds present at a concentration of 5.0 parts per billion (ppb) or greater. In the event that a TOX concentration of 5.0 ppb or greater is detected, any individual halogenated organic compound(s) present at a concentration at or above the method detection limit (MDL) must be identified and quantified utilizing EPA methods 601, 602, 604, and 611. The new monitor well must be sampled (initially) immediately following construction for the parameters specified above. The results of the sampling and analysis shall be sent to the N.C. Division of Environmental Management on Form GW -59 (Compliance Monitoring Report Form) by the last day of the month following the months in which sampling is required. Any additional groundwater quality monitoring as deemed necessary by the Department, shall be provided. Adequate records shall be maintained by the permittee concerning sludge disposal activities. These records must include, but are not necessarily limited to the following: a) Date of sludge disposal, b) Volume of sludge disposed, c) Facility from which the sludge originated. These records shall be maintained on a monthly basis and submitted to the Water Quality Supervisor of the Asheville Regional Office annually on or before January 15 of the following year. Permit issued this the 26th day of May, 1989 NORTH CAROLINA ENVIRONMENTAL MANAGEMENT COMMISSION R. aul Wilms, Director Division of Environmental Management By Authority of the Environmental Management Commission Peimlit No. WQ0000195 M _ 32' 30" I /C� �� i �'o.. C „ ✓ 1� ' h! t! a 0410-1 \ h_ / ,Ful 00 silo q ie Gnp fi K b I \ 3134 �,��c �` = N .11 e \— p'.1 Patz -ole fill _s a Silo a Cha J -� - t �• �t .HMS. /% .,\ r._ -.. - ' SM A 144 e %ce e }9J - ` ` ✓ Il 1 Youth center -i111 SSC a 2565 j Junalus .� Simming J BM N !�7�. r.. '^-` pool "33 r.r dc10r1/ E�EV 2562 2584 -- - ' ,, •� i ucE �p . ark 670 000 FEET' f5g3 r edge , � � �,� `tel � �� \ 1 j;, �� / • 9 ,` �; , • �` /P -Ls G;AH , . �� ) vb \ .� Gas ' 9 /eIIll � �� Sr ( �� •, • •14646 svUj}rrtmin¢ � � tN �� 1• ° • ' y�`,; •. Maple Grove. " j1'S �M" Eli .m• .�•r',Church .Z' . Golf 'j ` �' i �\ y/•' '� �\\� oursf �- r, r_ a1Y J� P _ Fair,, s�✓ w¢ - �/,': •f:il y - h4 sub ahoy -193 �- _ - ;i 4' y... o Ha lBk 3aLA PY A as o e5 arpe{vil , ��C 'Chum i C / °�as -� t fie 5 r it 3131 Hiiicresl Memo \ �° /�' J t Gardensa l Radii 0 �/ - / -. u`0. � ar � f. • i`?� � �_ �-r? q. L"' m � ,. S. • ;ti ='� s.r •82G OOC FEET., 35°30' r 120 321_ 83'00; Ll i0 BIUf {i1pGf °�PRWs" �, edited by Tennessee Valley Authority Mapped and 5� , Published by the Geological Survey MN �000 Control by NOS,'NOAA; and TVA USGS. holo rammetric methods using Revised by 24 1.11 TVA in 1967 by D g elerence to TVA USuS q4 MIs aerial photographs taken 1966 and by zo MIs quadrangle dated 1441. Map field checked by TVA, 1967. poiyconic projection. 1927 North American datum 10.000'loot grid based on North Carolina UTM GRID AND 19�? MAGNETIC NORTH rectangular coordinate system OECUNATION AT EWER Of SHEET �r al Transverse Mercator Grid IiCkS, ,, ,r o-: ate. d ,� srn7p v MAR - 51993 State of North Carolina WATER UALITY SECTION Department of Environment, Health and Natural tityyrV�I,Lg REGI( Division of Environmental Management 512 North Salisbury Street • Raleigh, North Carolina 27604 James B. Hunt, Jr., Governor A. Preston Howard, Jr., Jonathan B. Howes, Secretary Acting Director March 3, 1993 MR JOHN SIZER TOWN OF WAYNESVILLE PO BOX C-100 WAYNESVII,l NORTH CAROLINA 28786 Subject: Application No. WQ0000195 A Sludge Renewal Sludge -Land Application Haywood County Dear MR SIZER: The Division's Permits and Engineering Unit acknowledges receipt of your permit application and supporting materials on March 2, 1993. This application has been assigned the number shown above. Please refer to this number when making inquiries on this project. Your project has been assigned to Michael Allen for a detailed engineering review. A technical acknowledgement will be forthcoming. Be aware that the Division's regional office, copied below, must provide recommendations from the Regional Supervisor or a Procedure Four Evaluation for this project, prior to final action by the Division. If you have any questions, please contact Michael Allen at (919) 733-5083. incerely, 6�4�� -\—eDon d S of ' P.E. Supervisor, rmits and Engineering Unit cc: Asheville Regional Office Pollution Prevention Pays P.O. Box 29$35, Raleigh, North Carolina 27626-0535 Telephone 919-733-7015 An Equal Opportunity Affirmative Action Employer WAYNESVIII.E OFFICE OF DIRECTOR OF PUBLIC WORKS/UTILITIES Town. of Waynesville February 23, 1993 Permits and Engineering Unit Division of Environmental. Management P. 0. Box 29535 Raleigh, NC 27626-0535 Re: Permit Renewal WQ 0000195 Town of Waynesville Sludge Landfill Haywood County Submitted in triplicate and along with a check for $250 renewal processing fee is the Town's request for renewal of the referenced facility for the land burial of dried sludge from the Waynesville Wastewater Treatment Plant. If you should have any questions or need any additional information, do not hesitate to contact me at (704) 456-4410. Sincerely, r- - rederick aker, P. E. Director of Public Works/Utilities FLB:pm cc: David Smith, Superintendent John Siler, Town Manager POB C-100; 106 SOUTH MAIN ST., WAYNESVILLE, NC 28786-0100 - PHONE (704) 456-3515 State of North Carolina Department of Environment, Health, and Natural Resources Division of Environmental Management Non -Discharge Permit Application (THIS FORM MAY BE PHOTOCOPIED FOR USE AS AN ORIGINAL) LAND APPLICATION OF RESIDUAL SOLIDS 1. GENERAL INFORMATION: I . Applicant (corporation, individual, or other ): Town of Waynesville 2. Print Owners or Signing Official's Name and Title (the person who is legally e responsible for the facility and its compliance): John Siler, Town Manager 3. Mailing Address: P. 0. Box C-100 City: Waynesville, State: NC Zip: 28786 Telephone No.: ( 704 ) 456-3515 4. Application Date: 03/01/93 5. Fee Submitted: $ 250.00 6. Name, address, & county of facility where sludge originated. Should be referenced on any plans/specs., analytical results, Land Owner Agreements, etc.: Town of Waynesville Wastewater Treatment Plant 300 Walnut Trail, Waynesville County Haywood 7. County (s) where siudge will beYQWA�h Haywood 8 Latitude: 35"30'35"N ; Longitude 82059'00" of land application sites. For multiple sites attach a listing of the sites and a latitude and longitude for each. ,9. Owner and address of lands where sludge will be land applied. For multiple sites attach a listing: Town of Waynesville, off SR 1200 near US 23-74 bypass. FORM: LARS 4/91 Page 1 of 25 fes' LAND APPLICATION OF RESIDUALSOLIDS PAGE 2 (4/91) II. PERMIT INFORMATION: X . Permit No. (will be completed by DEM): L 2. Specify whether project is: *If renewal, complete only �I,_11, landowneragreement modification. signature (on pg 24). Submit only2 19,20 21 applicant copies of each). Engineer signature not equiredfor renewal.and 24 (original and 3 3. If this application is being submitted as a result of a renewal or modification to an existing permit, list the existing permit number WQO 0 0� O 19 Sand issue date Ma'Y 26, 1989 4. Specify whether the applicant is _ Xublic or P private. III. PERMIT FEE INFORMATION: 1 Number of Total Acres on which residual solids are proposed to be land applied under the authority of this permit (include both land currently permitted and proposed lands): acres 2. The permit processing fee should be as specified in 15A NCAC 2H .0205(c)(5). IV. SITE INFORMATION: 1. A vicinity map must be attached. This map must show the location of each site in relation to at least two geographical references (numbered roads, named streams/rivers, etc.). 2. For all new or modified sites, a detailed site location map must be attached. This map must be drawn to scale with topographical contour intervals not exceeding, ten feet or 25% of total site relief (whichever is more descriptive) and showing the property lines; all existing wells, all surface waters and drainage ways and all dwellings within 500 feet of the land application areas; and all buffers. Note: At ]cast the following buffers must be maintained. 1f residuals are sprayed on t11e sites, larger buffers may be required: a) 400 feet from any habitable residence for surface sludge application, 200 feet from any habitable residence for subsuaface sludge injection b) 100 feet between the disposal arca and any public or pri��atc water supply including wells. LrLiVU t�k 1 LLLt1 t lvli' SULU)S PAGE 24 (4/91) Name and Complete Address of Engineering Firm: Frederick L. Baker, P.E. -- Director of Public Works & Utilities, Town of Waynesville City: --Waynesville State: NC Zip: 28786 Telephone No. (704) 456-4410 Professional Engineer's Certification: I, , attest [hat this application for has been reviewed by me and is accurate and complete to the best of my knowledge. I further attest that to the best of my knowledge the proposed design has been prepared in accordance with the applicable regulations. Although certain portions of this submittal package may have been developed by other professionals, inclusion of these materials under my sif;nature and seal signifies that I have reviewed this material and have judged It to be conslslent will, the proposed design. North Carolina Professional Engineer's Registration No. Print Name of Engineer Seal and Signature (specify date): N/A Applicant's Certification: I, John Siler, Town Manager attest that this application for_]?ermit renewal, Town of Waynesville Sludge Landfill has been reviewed by me and is accurate and complete to the best of my knowledge. I understand that if all required parts of this application are not completed and that if all required supporting information and attachments are not included, thi incomplete. s application package will be returned as Signa Date February 24, 1993 THE COHPLETF'D APPLICATION PACKAGE, INCLUDING ALL SUPPORTING INFORAIATIOAl ANI) AIATEIiIAL.S, .SIIOULI) BE SENT TO THE FOLLOWING ADDRESS: NORTH CAROLINA DIVISION OF ENVIRONMENTAL MANAGEMENT WATER QUALITY SECTION PERMITS AND ENGINEERING UNIT POST OFFICE BOX 29535 SI.2 NORTH SALISBURY STREET RALEIGII, NORTH CAROLINA 27626-0535 TELEPHONE NU�113ER: 919/733-5083 24 of 25 State of North Carolina Department of Environment, Health, and Natural Resources Division of Environmental Management 512 North Salisbury Street • Raleigh, North Carolina 27626-0535 James G. Martin, Governor George T. Everett, Ph.D. William W. Cobey, Jr., Secretary Director February 10, 1992 Mr. William Sutton Town of Waynesville Post Office Box C - 100 Waynesville, N. C. 28786 Subject: Minor Modification -Permit No. WQ0000195 Town of Waynesville Sludge Disposal Landfill Haywood County Dear Mr. Sutton: On May 26, 1989, the Division of Environmental Management issued the subject permit to the Town of Waynesville. Upon review of this permit, the Division has determined that a minor modification should be made to condition 26 of Permit No. WQ0000195, which was issued on May 26, 1989; therefore, please note that the requirement for submitting records to the Asheville Regional Office in condition 26 is hereby deleted. This condition is now modified to require that an annual summary report (three copies) of the records required in condition 26 be submitted on or before March 1 of the following year, by the Town of Waynesville, to the following address: NC Division of Environmental Management Water Quality Section Facility Assessment Unit PO Box 29535 Raleigh, NC 27626-0535 A,j1 other conditions and limitations expressed in Permit No. WQ0000195, which was issued on May 26, 1989, remain unchanged. If this modification is unacceptable to you, you have the right to request an adjudicatory hearing upon written request within thirty days following receipt of this permit modification. 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. 0. Drawer 27447, Raleigh, N. C. 27611-7447. Unless such demands are made, this permit modification shall be final and binding. Pollution Prevention Pays 1'.O. Box 2.9535, Raleigh, North Carolina 27626-0535 Telephone 919-733-7015 An Equal Opportunity Affirrnativ e Action Employer If you have any questions regarding this matter, please contact Mr. Randy Jones at 919/733-5083. Sinc e y, t` George verett cc: Haywood County Health Dept. Asheville Regional Office, Water Quality Asheville Regional Office, Groundwater Groundwater Section (Jack Floyd) Facilities Assessment Unit r- State of North Carolina Department of Natural Resources and Community Development Division of Environmental Management 512 North Salisbury Street • Raleigh, North Carolina 27611 James G. Martin, Governor William W. Cobey, Jr., Secretary Mr. William Sutton Town of Waynesville P.O. Box C-100 Waynesville, NC 28786 Dear Mr. Sutton: R. Paul Wilms Director May 26, 1989 Subject: Permit No. WQ0000195 Town of Waynesville Sludge Disposal Landfill Haywood County In accordance with your application received March 6, 1989 , we are forwarding herewith Permit No. WQ0000195 as amended, dated May 26, 1989, to the Town of Waynesville for the continued operation of the subject sludge disposal landfill. This permit shall be effective from the date of issuance until October 31, 1993, shall be subject to the conditions and limitations as specified therein, and shall void all previously issued permits governing the subject landfill facilities. This permit is amended to include the disposal of sludge from the Town of Clyde for a period of eight months ( see condition No. 21). If any parts, requirements, or limitations contained in this pernut are unacceptable to you, you have the right to request an adjudicatory hearing upon written request within 30 days following receipt of this permit. This request must be in the form of a written petition, conforming to Chapter 150B of North Carolina General Statutes, and filed with the Office of Administrative Hearings, P.O. Box 11666, Raleigh, NC 27604. Unless such demands are made this permit shall be final and binding. If you need additional information concerning this matter, please contact Mr. Jack Floyd at 919/ 733-5083. Sincerely, Paul Wilms cc: Haywood County Health Department Asheville Regioned Office Groundwater- Section Pollution Preven[ion Pays P.O. Box -27687, Raleigh, North Carolina 27611-7687 Telephonc 919-733-7015 An Equal Opportunity ACGmiative Action Employer NORTH CAROLINA ENVIRONMENTAL MANAGEMENT COMMISSION DEPARTMENT OF NATURAL RESOURCES AND COMMUNITY DEVELOPMENT RALEIGH PERMIT For the discharge of Sewage Industrial Wastes, or Other Wastes 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 Town of Waynesville Haywood County FOR THE continued operation of sludge disposal facilities consisting of land burial of dried sludge from the Waynesville Wastewater Treatment Plant, the Waynesville Water Treatment Plant, and the Town of Clyde Wastewater Treatment Plant to 12.15 acres with no discharge of sludge or wastewater to the surface waters, pursuant to the application received March 6, 1989 and in conformity with the project plan, specifications, and other supporting data subsequently filed and approved by the Department of Natural Resources and Community Development and considered a part of this permit. This permit shall be effective from the date of issuance until October 31, 1993, and shall be subject to the following specified conditions and limitations: 1. This permit shall become voidable unless the facilities have been constructed in accordance with the approved plans, 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. The facilities shall be properly maintained and operated at all times. r-- 4. This permit is not transferable. 5. This permit shall become voidable in the event of failure of the soil to adequately accept the wastes and may be rescinded unless the facilities are installed, maintained, and operated in a manner which will protect the assigned water quality standards of the surface waters and ground waters. 6. Issuance of this permit shall void all previously issued permits regulating the use of the subject landfill and all landfilling activities. 7. Adequate facilities shall be provided to prevent surface runoff from carrying any disposed or stored material into any surface waters. 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. 9. The application rates shall not exceed 46,600 cubic feet per year of dried sludge. 10. In the event that the facilities fail to perform satisfactorily, including the creation of nuisance conditions, the Permittee shall take such immediate corrective action as may be required by this Division, including the construction of additional or replacement wastewater treatment or disposal facilities. 11. 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. 12. 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. 13. No type of sludge other than that from the Waynesville Wastewater and Water Treatment Plants and the Town of Clyde Wastewater Treatment plant shall be placed on the land application disposal site. 14. Adequate provisions shall be taken to prevent wind erosion and surface runoff from conveying pollutants from the sludge application area onto the adjacent property or into the surface waters. 15. No crops for direct human consumption shall be raised on these sites. 16. Adequate inspection, maintenance, and cleaning shall be provided by the Permittee to insure proper operation of the subject facilities. 17. In any future transfer of this land, a notice shall be given to the new owner that gives full details of the materials applied or incorporated at this site. 18. Public access to the landfill sites shall be controlled during active site use. 19. A minimum 25 foot buffer shall be maintained between the sludge disposal area and all property lines. 20. Authorization for the Town of Clyde to dispose of sludge from their wastewater treatment plant shall expire on January 31, 1990. r- 21. Within 90 days of permit issuance, one (1) downgradient monitor well must be installed to monitor groundwater quality. The location and construction details for these wells must be approved by the Asheville Regional Office, from which a well construction permit must be obtained. 22. The permittee must pay the annual administering and compliance fee within thirty (30) days after being billed by the Division. Failure to timely pay the fee in accordance with 15 NCAC 2H .0205(c)(4) may cause the Division to initiate action to revoke the permit. 24 25 w The new monitor well and the three (3) existing monitor wells shall be sampled every March, July, and November for the following parameters: NO3 Ammonia Nitrogen TDS Water Levels Aluminum Potassium Sodium SO4 pH TOC Chloride Total Coliforms Cadmium Zinc TOX (in Nov. only) Copper The measurement of water level must be made prior to sampling for the remaining parameters. The analytical methods used for TOX must be capable of detecting the total of all halogenated organic compounds present at a concentration of 5.0 parts per billion (ppb) or greater. In the event that a TOX concentration of 5.0 ppb or greater is detected, any individual halogenated organic compound(s) present at a concentration at or above the method detection limit (MDL) must be identified and quantified utilizing EPA methods 601, 602, 604, and 611. The new monitor well must be sampled (initially) immediately following construction for the parameters specified above. The results of the sampling and analysis shall be sent to the N.C. Division of Environmental Management on Form GW -59 (Compliance Monitoring Report Form) by the last day of the month following the months in which sampling is required. Any additional groundwater quality monitoring as deemed necessary by the Department, shall be provided. Adequate records shall be maintained by the permittee concerning sludge disposal activities. These records must include, but are not necessarily limited to the following: a) Date of sludge disposal, b) Volume of sludge disposed, c) Facility from which the sludge originated. These records shall be maintained on a monthly basis and submitted to the Water Quality Supervisor of the Asheville Regional Office annually on or before January 15 of the following year. Permit issued this the 26th day of May, 1989 r NORTH CAROLINA ENVIRONMENTAL MANAGEMENT COMMISSION R. �aulW�iilms, Director Division of Environmental Management By Authority of the Environmental Management Commission Pemilt No. WQ0000195 3135 tl u - '40� —\ IT �Fulbright Gem rt ..� I _.. U 00 nop o, �' 'T \ 00 LO 0 l-_i � •.� \� �- � Silo q fL \ •��\ 6 •„ • J 1 t ie Ge FSn b ` • l �� �QP 34 �—`. J � `'oL C'°!.' ,�� �i • ,.,-�__ •-- Is:: 7;• c f akoY n Chao a. % ra`F a Silo , r wy Hills ;' r`' • e_=*' �' $M A 144 iCe e 2565 uS - Il Yount centerk l u S k ¢ •,Junai.. u a ... -. •�•-� Swimming 1 BM N 5.7 33 J 8 215 pool EL 2562 258 ti c y I �,, ° r..9M J--.(tcjOr1! . ••„�! •� . twxEsbp 11 %%� • ark 67C000 --r P- FEET FEcTl r5g3 t6��c 7 he / a R,d.E ct ISI G,AH �.� , ; ' _ ✓ ) a r' 1 'I Gas �BM.14J$ 1 /' s �$646 Ilow _ ( ' e shoe �''� s �l��'{�. r i• SvlVmmin¢ odtiM--=' • ( J \ j sit 111Maple Gro,e /r o '(! .. I. - • ';vI rc�I ®• _,Church - ./' .Goll 1 cour ei a_ Fairw�) ,�, P =_ •I `,. ••�• P'� .. �.h% _ wSf`-Sub atioa-ff --- -- Top W J-ek t_ 38 Pal A q . lr f�� 9 j r' o. _ 41 y �� •-tet' ,•Z_. ./ / - .n, l�- as 3131 HilicresVMemo • % \ ,� _- t Gardener o• I �6i If • � - �..' jJ. NN Radi synei 1 4 % ;S.� 321 82G 000 r57'30' 35*30' 83-0(D,7X19 320 ” ' " 7o BLUE RIDGE nt RlNn• 02 Ml Mapped and edited by Tennessee Valley Authority Published by the Geological Survey MN ''GN Control by NOS,-NOAA, uSGS. and TVA `.� hotogrammetrlc methods using Zn _j„ py Revised by TVA in 1967 by p _ - , r t_rence to TVA USOS a; �NiCS:: I ae!�al photographs la'r.en ]966 and by e ` iVA, 1967 °20 µins quadrangle dated 1941. Map field checker o'i poiycomc p!oiec'.'on 1927. f4crth ArnerlCan datij� 10.000 loot gnd based on Nor1n Carolina NOR" G.iID ANO Iq,a Mr:,Nt_i1C ..nrriinatl' System „�� ,N, nIN r :t 7 State of North Carolina Department of Environment, Health, and Natural Resources Asheville Regional Office James B. Hunt, Jr., Governor Ann B. Orr Jonathan R Howes, Secretary DIVISION OF ENVIRONMENTAL MANAGEMENT Regional Manager GROUNDWATER SECTION March 3, 1993 Mr. Frederick L. Baker Town of Waynesville Post Office Box C-100 Waynesville, North Carolina 28786 Dear Mr. Baker: Subject: Review of Site Assessment Services Waynesville Landfill Permit No. WQ0000195 Sludge Disposal Landfill Haywood County, North Carolina This letter acknowledges receipt on February 22, 1993 of the subject report submitted by S&ME. The report indicated that purgeable halocarbon and aromatic compounds were within the groundwater standards in the six monitor wells. However, it was not reported that total dissolved solids at concentrations of 520 milligrams per liter (mg/1) in monitor well #2 and 640 mg/l in monitor well #6 exceeds the State's groundwater standard of 500 mg/l for total dissolved solids. Also, it was reported that total organic halides were within the maximum allowable limit of 100 parts per billion established by DEM. There is no maximum allowable limit established for total organic halides in groundwater, it is only used as an indicator parameter for organic contamination. Review of the well construction data shows that monitor wells 5 and 6 were not constructed to the top of bedrock as required per Well Construction Permit No. 43-0069-WM-0042. Additional or replacement monitor wells may be required if exceedances of the groundwater standards are confirmed. We have tentatively scheduled to sample the monitor wells with Pace Labs on March 22, 1993. After that data has been evaluated, additional assessment may be required. Interchange Building, 59 Woodfin Place, Asheville, N.C. 28801 • Telephone 704-251-6208 An Equal Opportunity Affirmative Action Employer Mr. Frederick L. Baker March 3, 1993 Page 2 If you have any comments or questions, please contact me at (704) 251-6208. Sincerely, Laura Kay Dechant Hydrogeologist LKD/gc cc: Bob Cheek Pam Peebles Mark Swann I Li 153235272 FEB 11:44 NiD.001 F.02 10 a cg"'� REPORT OF LABORATORY ANALYSIS I N C 0 R 0 R 7- A — I C7H —(A 8 MAN E7'16 F 6 Fa y ai m E -k y Arden, MC 28704 Nove.,Riber 24, 1992 VAUE py,oject Hliriiber. A.2-10?9512 L A t W WS ,1{'i e wap'?_ VI N D N D U9 /L Nf ND N D 93 00811303 93 0,08-4311 93 0084320 pj.A'Cv �aolp le ug B,.j c -i ient, J 141,C) 2 0 9 2 "i 10129/92 I Date Collected-� U,� 10 / 29/19: It 0) ?9 10/29/92 Date Received. Wa,yj�E,,svil I ' Wayne-svi'll Waynesvill Client Swmle ID., MD Landfilp'll II an d f i 1 '1 �"Indf fl I m ID #1 Well #2 Well #3 p a r -a mi e t er IINDIVIDUAL PARIAMFTERS0 1) ND ND J. 3 A Ba,teria, Total Col ffor�t�n C 0 C011100val i 10 - 100 LTI - 10 Bacteria, Total Coliform, pig IL J 0.001 NO N D ad -i i I I MI 11 mg I L4 b' �" C H. 10 r i d C- Ing 001 N D NI D Co p p e r Nitrogen, Ammon a mg 0.05 0. 1 ND O 56 N ID 0 63 ND N i trogen, Ni track rig 0A0 L5 5 � 6 0.56 pot aS s I Mn L 0.10 -1 A 3 � 4- 10 jt sod i um sflios, intal Dissolved mg I /L 76 # 3 0 S u I f a t e, IgI L. Total ()ruanic �.'arb-�,,-;n L 50 MI 1-6 0 N D D I tic 1,jn 4 t S i PH OR!"ANI,' ANALY'SI'Q,' INDIVIDUAL PA!-"ffLII�"'R-- I -L -ARS Ch! crrk..n 'ethane B r o m o m e t lr�, a We Id f I u I i, C ho oro 1 0 r om VIeth"'Iene, t h a L 0,004 N ND D uo N D N D U9 /L Nf ND N D uQ L ug 'EN L", N'L) U,� MD ND ....... ... 54 RmnsUdl Ashovilie, INUC lows City, �Gwv Nuw "Ork, New York TFI� 704.2.54-71176 San Frdncim�' !'-'A�Hmole piushurph, pennsylvollia C z AX: 704-4618 Kansss City, Mk3ou(" Denver, Colorado Los MOON. Califo1'"118 ID :_f,1532352?? FEB G1,;-'93 11:45 h]o.001 P.03 APW� ORY ANALYSIS 0 R A T E 0 REPORT OF LABORAT TH[ ASSURANCE Of flUALITY Mr, Wes Lowder Page 2 Client Reference: Waynesville MW5s PACE Sample Number, Date Collected: Date Received: Client Sample ID: Uni ts MDL Parameter Novem'Der 24, 1992 PACE Project Number: A21029512 93 00843013 93 0084311 93 0084320 By Client 10/29/92 10/29/92 10/29/92 /92 101129/92 10/29/92 wayj�jesv 0 1 Waynesvill Waynesvill La,ndfi 11 Landfi I I Landf ill Well #1 Well #2 Well #3 ORGANIC ANALYSIS PIURGEABLE HALOCARBONS AND AROMATiCS ug/L 1'0 NU ND ND 1, i -Di chl oroethyl one uq/1- 1.0 ND 3.8 ND 1,1-Dichloroethane trans-1,?-Dich1oroethylene Ug/L I'0 ND ND ND Chloroform lAg"L O 5 NO ND ND 1, 2-D i chl croethane Ug/1- 1-0 ND ND ND 1, 1, '1 -Tri chl oroethane ug/L 1.0 END ND N 1) e. klarbon Tetrachloride ug/L i'D ND X11. N D Bromodichlormethare Ug/L M ND N D ND 1,2-Dichloropropane ug/L 1'0 N Do NID ND trans-1,3-DIChloroproene ug 1,0 ND ESD ND 1,2 --11-1 c 7!11 oroet, hyl e ne Ug/ L 1. ND N D0 N D i bromoc h 1, o rome 0 a n e U9 / L O"D ND N D N D 1. 1, 2 -Tri c hl oroethane ug/1 1.0 ND ND ND C i s- 1, 3-D1 chloraprope-114) Ug/L 1.0 ND ND ND 2 Chloroethylvinyi Ether Llq '/L 1.0 N D ND ND Bromof orm uq/L 0 5 ND NI) WAD 1, 1 , 2, ?-Tetrachl oroethane Uq/1- 1.0 ND ND ND 1, 1, 2,2-Tetrac.hl or oethyl ene ug/L 0.5 ND ND ENS. Methyl tert-bUtyl ether (A(j/L 1.0 N D, N MD U Benzene ND N P2 114.11 To i uene u,,,j L ND `4D Chlorobenzene Uq/L 1. C ND ND 1',l,, Ethyl benzene ug/L 1.0 NO ND fir Xylenes U u I/ L I 1"o 14D ND END 1,3 --Dichlorobenzene uy/L 1�0 14D ND Nor 1, 4.-D 1 ch I o roberi 1-1-e ne 1.0 ND ND ND 1,2 -Dichlorobenzene ug/L 1.01 ND ND ND 154 hmascroft OfiVe Offices gm ngt Minneapolis, Mioaasut8 Cwlotie' North Clwofirla itin rqe;,;l 0,6ppb-joi1V EmploVaT Ashovillo, NC 28801 Tampa, FIDrida AsheiiU, North NgEAqa TEL: 704,2544176 low" City, Iowa Now Yotk, Now York FAX: 704-252-4618 San franDisco, Coliforiiis Pittsburgh, ponosylvalin Kansas City, Missouri Denvev, Colorado Los Angeles, California IC! ,:,F)153235272 F E B '-';93 11:46 No .1001 P.04 A A T E 0 REPORT OF LABORATORY ANALYSIS THE ASSURANCE or 01JALM Mr. Wes Lowder Page 3 Client Reference- Waynesville MW's PACE Sample Number' Date Collected: Date Received: Client Sample ID. Parameter Units MDL INORGANIC ANALYSIS Noveir6pr 24, 1992 PACE Project NuiL,er. A2102951*2 93 0084,1138 93 0084346 93 0084354 10/29/92 10/29/92 10/29/92 101111191192 1.0/X),9 10/29/92 Wavnesv i I i Waynesvi 11 Waynesvill 1- an (If i 11 L andf i I I Landoll 11 Well #4 Well #5 Well #6 INDIVIDUAL PARAMETERS Chi oromethane, Aluminum algi / L 0�1 N D i 1 1�'j 9 L Bacteria, Total Coliform Col / 1,001111 I LT I W. 1.0 ND D tern a Total Coliform, U Il aC col / 1 ooml 1,1 uq/ L GT2 3 M P N G123MPN Cadmium mg j r. 0a0011 ND ND 0.001 �flIJ lor-lue Ing/L I 1 .6 4 64 86 Copper Mg/L 0 0 i ND N1 D 0 12 Nitrogen, knn - o E 'ja mg /L 0 05 ND N D 0"1112 Nitrogen, Nitrate mg/L 01i 0.91 I ND 5-,2 Potassium mg/L 0110 1,7 115 28 Sod i um; mg/L 0.,10 20 9n7 4.8 SolidS, -rotral Dissolved nig / L 1 320 250 640 ra t t-,, L 1 27 17 150 Total Organic Carbon Ing 0,50 7<4 4�2 j4 Z i lic ifig L 0,01 ND ND 5 pH un i t 03, 0.10 7 . 0, 6J ORGANIC ANALYSIS INDIVIDUAL PARP` 'METERS Total Organic Halides mg/L 0.004 0.048 ND =N.03 4 PURGEABI E HIALOCARBONS PkNID AR0N,1A_1_TCS Chi oromethane, u 9 1.0 K ND ND Bromomethane 9 L 1.0 ND ND ND Di chl orodi f I uorornethane 1.0 ND N,0 ND Vinyl chi or I de uq/ L 1,0 1-10 ND ND Chloroethane UQ/L 1.0 NO ND ND Methyl Lie chloride u )'/L 1 _0 NO ND NI D T r i c h I o r o f 1 1111 o ro me t Fia r e ug/L 1.0 NO ND ND 1 1 - D i c h I o r o e t h y I -.�tn e UY/L 1,0 NO ND NID I I - D i c h I o ro e t h'a n e, ug/l. 1�'o ND N D trans-!, 2 --Di chi -methyl ew,-bj /L I ND ND NE.) _�4 ROV111luoi Drive Serving: mimpapolis, %nntswa 'arolino C�,jdovo, Wth 1, An Equo, Opportuity ernploiver Ashevillia, NC 288al Tampa, Floddu Asheville, Nottb Carolina TEL! 704-254-1176 IOWA City, Iowa Now York, Now York FAX: 704-252�4 6l 4 San Francisco, California Pittsburgh, Pennsylvania Kansan City, Missouri Denver, Colorado Los Angeles, California m W a 33',:'3:' , 2 7 2 F E El Cyl—',,� 3 11:46 No.001 P.05 REPORT OF LABORATORY ANALYSIS 1, '7 E7T I i T f Date R 2 c e i v e d p P a r JE A21029512 4.3, 3 8, 9 3, 93 0084354 il7q iQ7 10,29/92 0I -9192 W ja y 71 s "'W! -12'ar v I6 'W ayI"f) e S V i I a V 1 2 - T., 4: Bm r a jj i 0 Y C I b + 'a 'n `. k j e, n z e n o1 u e f - fe C In I o Y, o e I NL Ethyl Xy n s I 3 - D i c hl o bi o n',- flu , 4 - D I 2 D te Mi CNewitto, kfoh All kqlml Ukpplxtwddv Emia.loyal 16-nvz Iowa vity, �Cvo hwvv Y9rk, Now York , 7 OU 6 2 4 6 8 San , - , 5j pittsbufgh, Penn ka!sSss City. misturi Coiwado f DIVISION OF' L-NVIRONMENTA?, GROUNDWATER SECTION MEMORANDUM TO: Yoh �Inh DATE: FROM: Rill Reid r SUBJECT: Application for RenewalAmendment of Permit No.VQ0000/9.S New Perini - Facility Name County Type of Project Applicable Permit Numbers Wo 06©0/7s-- GT^7 �'Y08'2- EPA AC We have received a copy of the above referenced application, which was sent to your regional office for comment on or about — � ,h--7 ---- 1989. You should review the application package for completeness and adequacy of relevant information and submit your request for additional information to me (via telephone or memo) by -_J.�at a0 1989 so that all requires'. information can be requested from the applicant at one time. A copy of our formal request to the applicant for additional information will. be provided to you. If you do not require additional information from the applicant to complete your evaluation of the project, you should reviewtheapplication package and submit your comments to me b,; --L''41sn------' 1989. If a copy of the application package has not been -ade available to your of- ice, PLEASE LET ME KN01•, IP-1MF.DIATF?,':' so that a copy can he fozwarded to you as soon as possible. MDC/APPMENIO GROUNDWATER SECTION DIVISION OF ENVIRONMENTAL MANAGEMENT GW RECORD OF WASTE DISPOSAL PERMIT APPLICATION REVIEW REVIEW BY JA t L.TO r I- I DATE ` -�- �'�f FIELD INVESTIGATION? (Y/N ) FACILITY NAMECOUNTY LOCATION TYPE OF DISPOSAL SYSTEM ( LAGOON, ETC.) ` V>-&� u DESIGN CAP. ( GPD ) DESCRIPTION OF FACILITY A►15' �PPr �/�at.. '� ..� MuAt ,t�/�.L C t„�� �r� �� o d r� A w) 1A1%ii !,1 L c "`� An1ArG r Tn q-k,5r- SIZE OF IMPOUNDMENT . SQ) & /OR SIZE OF APPLICATION AREA WAZ SOURCE • UN. SLUDGE MUN. W. WATER : ❑ PRIMARY []SECONDARY []TERTIARY ❑IND. SLUDGE ❑IND. W. WATER OTHERS DISTANCE FROM WASTE SOURCE TO NEAREST. STREAM Ian Fr., WELL FT, FOR WELLTYPE OF USE , DEPTH , PUMP RATE (EST,) WHAT DESIGN CONDITIONS WILL REDUCE/ INCREASE CHANCE' OF GW CONTAMINATION: WHAT NATURAL SITE CONDITIONS WILL REDUCE/ INCREASE CHANCE OF GW CONTAMINATION:� -Cn � t A� 6K» 6016s Vb" IA A JC 1te�,Y'_.t KNIEAS� r riz3 JAS us &Lj2 tk'E; i rl Ft wYG Ea .,��AM — DEPTH TO: BEDROCK -2L—zL-- FT. , SEASONAL HIGH W. T. FT. , ANNUAL W. T. FLUX: FT. Nor SURFICIAL AQUIFER BEDROCK / ARTESIAN AQUIFER GEN. LITHOLOGY _ GSA �t; .5,L-7— — HYD. ,cr--- HYD. COND. -4W/Aloj I FT./DAY 11 MEASURED ��L\�FT/DAY EIMEASURED El ESTIMATED ❑ ESTIMATED THICKNESS �,lri �.lr���i jam_ FT. NO. OF MONITOR WELLS: PROPOSED: UP_I DOWN �_ ; EXISTING: UP DOWN FROM WORKSHEET: SITE NUMERICAL DESCRIPTION= - 7 S T 1 2 3 4 5 6 6A 6B SITE GRADE (HYDROGEOL.)_�%�� SITUATION GRADE PROPOSED SAMPLING SCHEDULE & PARAMETER(S) : REMARKS/RECOMMENDATIONS I r t�,, �Ft-.z „ 9� t � r r+Is tc'a� U i iJ _ j,�n�:- r1Pi�2A"J1En3j' ,ln�t7 nt�1F=' iJc��t�ltJt{<'A+Lt�-�r�i � 4,g I %-W-48 Revised 8/87 n4- ea WV() MfInKl n l 0, ir,cnZ O cokmn - Rock > IOD feet below WASTE DISPOSAL PERMIT APPLICATION REVIEW WORKSHEET land c Facility Uj I column -bedrock poorly 02 County �' Y N column - bedrock Rel. O or very nJJ w pefrrreable GW # I YOc 1 U 1 Reviewer 1 II 1 II Date : 25-29 08 1 C 1 D 2F $IeD l 4G 5F 6E 7F Determine the distance Point value 0 1 2 3 4 5 6 75-94 20-24 OC on ground between can lE 7 8 9.� 5E 5G lamination source and Distance in 2000+ 300.999 75- 149 35-49 150-299 10-19 Distance Pt. Value water supply, meters 1000 - 2000 50.74 20-34 0-9 I 4C 4E Distance In 6200+ 1001-3100 251-500 101-160 31-60 7H 813 feet 3100-6200 601-1000 161-250 61-100 0-30 10-14 OE 48 N919: If water table In permeable bedrock pt. value ■d: in poorly permeable bedrock 5B 4F Step 2 Point value P1• value =4 0 1 2 3 4 b 6 7 8 9Estima 71 9D the Meters 28-45 3-9 18 68 to to the wafer table aterta le 7B 60+ 30.60 20-29 12-29 8.11 5-7 3.4 15-25 5.1 0 Depth Pt. Value below base of con- Feet 200+ 91-200 61-90 36-60 26.35 16-25 9-15 3-8 0-2 0 W.T. 10-27 termination source I 88 3C 8C 5D more than 5 %of SK 9C 7K 9F the year, 9R Less than 101 211121 E=wi e 0 , 7 4 5 Estimate water Wafer table Gradient Gradient Gradient Gradlent Gradient Pt. Value tabic gradientgradient tram contamtn- and away ham almost kiss than loss than greater Grad gr eater atkon site flow direction allwater fist 2 percent 2 percent ttt=2 than 2 supplies that towed towered percent percent are closer water water toward toward than 1000 supply but supply water water meters not the and k the supply Supply anticipated anticipated but not and k the direction of direction of the anti• anticipated flow flow cipated direction direction of flow Stop 4 of flow Estimate of permeability- surtion for the Ckry with Clean waste disposal site. no more Sand with Sand with gravel or than 50% 15-30% less than Clean fine coarse i�rfTi(1) ff 4 -k. 1 C Y O cokmn - Rock > IOD feet below g land c surface Uj I column -bedrock poorly 02 pemlect* �' Y N column - bedrock Rel. O or very nJJ w pefrrreable Z I YOc 1 U 1 =�0 More than 30 OA a) 2A 4A 6A 8A - 9A More than 95 1 I I it 1 11 1 II 1 II 1 II 25-29 08 1 C 1 D 2F 3E 4G 5F 6E 7F 8E 9G 9M 75-94 20-24 OC 2C lE 3D 4D 5E 5G 6F 7G 8F 9H 9N 60-74 15-19 OD 3B I 4C 4E 6C 5H 7D 7H 813 91 90 46-59 10-14 OE 48 2D 5B 4F 6D 51 7E 71 9D 9J 9P 28-45 3-9 18 68 2E 7B i�5C 7C 51 8D 7.1 9E 9K 9Q 10-27 Less than 3 I 88 3C 8C 5D 98 1 SK 9C 7K 9F 9L 9R Less than 101 Bedrock at land surface; I = 5Z, I I = 9Z Sten 5 Degree of confidence in accourocy of values Stec 6A Point of concern with regard to contaminant sourcejs rvote : It bedrock at land surfdoe, use 10 A - very confident B = fairy confident C = guesstimate (with low confidence) W = nary well S = spring / stream B = perimeter of compliance Stop 6B Addftkx,,d Qualifier (Circle Only One) D = Cone of depression of nearby pumping well has, or will likely. Influence contaminant flow E = Distance in Step 1 based on separation from c Ont rninont plume rather than point source F = Waste source in groundwater discharge area, thus minimal groundwater contominatio n at depth / dktomce K = Area underlain by couerous limestone E Category �LL Confidence S Point of Concern M = Fluld mounding under site highly likely F P = Site hasQualifier poor percolation potential (volae at 3 or ins in Step 4 ) Q = Waste source in groundwater recharge area T = Water table h very highly fractured or caverous rock Y = Site underlain by 1 or more artesian aquifers jy^ r WASTE DISPOSAL PERMIT APPLICATION REVIEW WORKSHEET (CONT.) SITUATION GRADE ( see table below) - SITUATION RATING TABLE To be used for Step 9 ( Natural) and Step 10 (ModnW ) SITUATION RATING PROBABILITY OF SITUATION (Combined Volue) CONTAMINATION DEGREE OF ACCEPTABILITY GRADE 8 or lees Improbable Probably acceptable A -7 to - ? Probablyooceptable or B marglnaly unacceptable ? Acceptance unoertah C +410+7 \i pobaby or lye acceptable le table D or mare Very Proboble Almost owl h to be F unacceptable The probablRy of conAomomination from dkK tions havlhg values between t 7 and - 7 IS difficult to categorize satlsfactody. Therefore. ft range of values represented by grades B and C. is designed only by a question mark. A6000MOF109 or reOctlon of as aIle for the Intended purpose is a responslblIlty of the particuk r regulatory agency and may depend on special fequlrements of the agency or on feaslbllty and executlon of approved enginee&V of a We ( Stage 4 ), Site N� descflptlon .�.--_ Told Mapt Slep2 MSPS SIep4 St®pb Step 60k Stepbg ( Add Steps l -4 (Omit letters)) Site Grade Baled on Wydrogeolo& parometea Stso 8 hazard Potentia Mcft Nerd" (Clwomone) p B �G''') f A C F HPMI Sten 9 (1) Numerics SHe Description (from Step 7) Total Perm/Sorp. WPM+ (2) PAR VALUE (¢lope 3) 5 Step I SITUMON RATING :0)-(2) Q SITUATION RATING (site modlcatlans) SITUATION GRADE ( see table below) - SITUATION RATING TABLE To be used for Step 9 ( Natural) and Step 10 (ModnW ) SITUATION RATING PROBABILITY OF SITUATION (Combined Volue) CONTAMINATION DEGREE OF ACCEPTABILITY GRADE 8 or lees Improbable Probably acceptable A -7 to - ? Probablyooceptable or B marglnaly unacceptable ? Acceptance unoertah C +410+7 \i pobaby or lye acceptable le table D or mare Very Proboble Almost owl h to be F unacceptable The probablRy of conAomomination from dkK tions havlhg values between t 7 and - 7 IS difficult to categorize satlsfactody. Therefore. ft range of values represented by grades B and C. is designed only by a question mark. A6000MOF109 or reOctlon of as aIle for the Intended purpose is a responslblIlty of the particuk r regulatory agency and may depend on special fequlrements of the agency or on feaslbllty and executlon of approved enginee&V of a We ( Stage 4 ), ToWN Of WAYNESORE OFFICE OF DIRECTOR OF PUBLIC WORKS/UTILITIES July 29, 1988 Arthur Mouberry Division of Environmental Management Water Quality Section Permits &-Engineering Unit Post Office Box 27687 Raleigh, NC 27611 Re: Town of Waynesville Non -Discharge Permit Application Sludge Disposal Dear Sir: Please find attached three (3) copies of the permit application, $100 processing fee and supporting engineering reports, site maps and test results. Do not hesitate to contact me if questions or comments arise. Sincerely, rF ederic Baker, P.E. Director of Public Works/Utilities FLB/pm cc: Max Haner Gary McGill Bill Grasty D. A. Whitner RECEIVE AUGce MUNICIPAL BUILDING • WAYNE- MLLE, NORTH CAROLINA 2b/db • (ILA) 4bb-3blb 1 .as Department o' 'turat Resources and Community Devel, went DEM USE ONLY Environnz_.+tal Management Commission PermitNumber:_' NON -DISCHARGE. PERMIT, APPLICATION* in accordance with NC General Statutes Chapter 143, Article 21 County: Haywood Applicant (name of board, individual, or others): Application Date: Board of Aldermen 7/22/88 Project (name of city, village, town., sanitary district, establishment): Town of Waynesville FOR: Brief Project Description ® Non -Discharge Treatment/D.isposal'Facilities Extend Permit No. 7972R for the Waynesville • Pretreatment Facilities Municipal Sludge Landfill and .permi t ® Sewer Collection System (private) additional non dedi cated sites for Land Application ,of sludge at non agronomic [3 Extension of Sewer Systems (public) rates. M Sludge Disposal ® Spray Irrigation NATURE OF WASTEWATER: 0 Domestic Sewage, Sludge/Industrial Waste E Other Waste Estimated Completion Date: N/A From (sewers, pretreatment plant): Serving (city, institution, industry): Wastewater `'t'rea'tment Plant` ; Waynesville, Hazelwood, Lake Junallaska Into (nacre of treatment plant): Average Daily Gallons Sewage or Waste Flown: N/A 146,600'c.f./yr. dry sludge At (location of plaint): (NPDES No.) S.R. 1280 near US -2,3-74 and US' 276 Ncoo N/A Name and Complete Address of Engineering Firm: McGill Associates, P.A. Zip Code: 28802- P. 0. Box 2259, Asheville, NC ®'Teleph,xne No, (704) 252-0575 Applicant assured, that proposed works will be constructed, supervised, operated and maintained in accordance with approved pians and specifications or approved changes thereto. Math Matteson Mailing Address:, 106 South Main Street Print Name: e:. Title: Tow na er Waynesville, NC ..._zip Code: 28786 Signature- 7 Telephone No. ,;/ 704 !4522491 INSTRUCTIONS: 1. Fill-in All Spaces. If not applicable, enter N/A. 2. Secure appropriate signature (mayor/city manager for municipality. chairman for sanitary district board, owner/proper official of corporation, or legally constituted board or commission in charge of proposed works). A letter of authorization Is required from proper official if design engineer or other agent signs application. 5. Submit to Division of Environmental Management. Permits and Engineering Unit, P.O. Box 27667, Raleigh, NC 27611 the original and first copy of application, 3 sets of finalized plans specifications and other supporting data as required by Commission Rules, and permit fee. FOR ASSISTANCE. CALL THE STATE CENTRAL OFFICE (919) 733-5083, PERMITS & ENGINEERING UNIT, OR Asheville (704) 255-3341 Mooresville (704) 668-1699 Washington (919) 946-6451 Winston-Salem (919) 761.2551 159 Woodfin Street 919 North Main Street 1424 Carolina Avenue 8085 N. Point Blvd. Asheville, NC 28801 Mooresville, NC 78115 Washington, NC 27889 Suits 100 Winston -Salam, NC 27106 Fayetteville (919) 496-1541 Raleigh (919) 735-2314 Wilmington (919) 256-4161 :Suite 714 Wachovis Building Box 27667 7225 Wrightsville Avenue Fayetteville, NC 28301 Raleigh, NC 27611 Wilmington. NC.26405 SLUDGE MANAGEMENT PLAN 1988 AMENDMENTS TOWN OF WAYNESVILLE HAYWOOD COUNTY, NORTH CAROLINA Frederick L. Baker, P.E. Director of Public Works & Utilities Town of Waynesville 106 South Main Street Waynesville, NC 28786 TABLE OF CONTENTS I. Sludge Disposal Landfill A. Introduction B. Sludge Characteristics Appendices EP Toxicity - Wastewater Sludge Cake EP Toxicity - Wastewater Sludge Cake/Pesticides & Herbicides Water Plant Alum Sludge Analysis Permit #7972R Sludge Landfill Engineering Reports; PER Sludge Treatment & Disposal Sludge Disposal Landfill IT. Land Application of Sludge A. Introduction B. Sludge Characteristics C. Site Selection D. Site Ass�mi lative Capacity E. System Management Appendices Liquid Sludge Analysis (WWTP Digestor) Alum Sludge Analysis (Water Treatment Plant) Location Map - Site Selection Soil Survey Field Sheet Soil Series Descriptions Soil Test Results (Site #1) �. Sludge Disposal Landfill A. Introduction In June, 1982 and October, 1982, the Town of Waynesville retained Gary McGill, McGill Associates, P.A., to perform engineering regarding sludge treatment and disposal and the Town's sludge disposal landfill. Those reports are included in the appendices. Subsequently on March 8, 1983, a permit #7972 was issued to the Town of Waynesville for the operation of a sludge landfill. In 1986, an amended permit 79728 was issued to allow a.n additional 7.65 acres of contiguous land area. On May 5, 1988 a well construction permit (43-0069-WM-0016) was issued'to the Town of Waynesville and an additional downgradient monitoring well was completed in June, 1988. This will permit the opening of trenches in the new 7.65 acre section beginning in July, 1988. The p1urpose of this report is to support\an application to extend permit number 7972R for the Waynesville Municipal Sludge Landfill, update the sludge landfill operation and management plan and request modifications to the permit conditions accordingly. B. Sludge Characteristics The referenced disposal site has been in continuous operation for the disposal of wastewater treatment sludge during the permit period. Currently the,'Wastewater Treatment Plant produces an average of 50 c.y./ week of sludgy in a stabilized and dewatered state, having an average of 24.9% solids.; At a specific gravity of 1.05, the dry solids sludge application rate is 590'tons/year. No new indusll,•ies have been added to the treatment plant. With implementation of Part II of this Sludge Management Plan, a secondary disposal method will riduce the landfill application rate. The sludge characteristics have been analyzed and those results are included in the appendices We request that item 11 of the current permit be revised to allow sludge from other sources to be placed in the landfill disposal site. The Town of Clyde has requested permission to share jointly in the landfill costs to permit them to divert their disposal from the Haywood' County Sanitary Landfill in accordance with recently issued rules on co -disposal. This request is under consideration. The Town of Waynesville Water Treatment Plant currently holds an NPDES permit number NC 0049409 and placed into service a sludge settle- ment basin in November 1986. The capacity of the basin is approximately one million gallons. The current accumulation of alum and inorganic solids from the sedimentation basins and filter backwash is estimated at 500,000 gallons at 2:1% solids. An analysis'of the sludge is included in the appendices. The EP Toxicity series for pesticides and herbicides were not included in the test series due to the Class I watershed of the Town and the monitoring of the raw water at the plant under the Safe Drinking Water Act requirements. - 1 - Currently,: the most cost effective method to dewater the water treatment plant sludge has not been determined. Alternatives include contract dewatering, dewatering using the Town of Waynesville Waste- water Plant equipment or dewatering of a mixture of -alum sludge and wastewater sludge. Under Part II of this report, a secondary disposal method will reduce and possibly eliminate the landfill application rate. Revision to Item 11 of the current permit is requested to permit the placement of dewatered Water Treatment Plant sludge in the landfill disposal site. All other facilities and methods of operation remain unchanged as described by the original reports included in the appendices. 9 _2_ Part I - Appendices Wastewater sludge cake, EP tox-metals, analysis Wastewater sludge cake, EP tax -pesticides & herbicides _Water Treatment Alum sludge analysis Permit #79728, Sludge Landfill Engineering reports: Sludge Disposal Landfill PER, Sludge Treatment & Disposal I 3 - II. Land Application of STudge A. Introduction Due to sludge storage requirements and available capacity at the Town's sludge disposal landfill, land application of liquid sludge is considered a secondary means of disposal. Land application as a secondary disposal method will offset the weather limitations and space requirements but still allow the advantages of low operating costs and soil fertilization to be realized. The Town of Waynesville proposes the application of liquid wastewater and water treatment plant sludge at non agronomic rates to privately owned agricultural and pasture land (non dedicated sites). B. Sludge Characteristics See attached analysis for composition. The volumes and generation rates are not included because as a secondary means of disposal, the land area requirements and storage volumes need not.be computed. C. Site Selection The site selection process began in late 1985. It is important to involve a number of people in the site selection process to avoid causing an emotionally charged condition among residents of the area. Bill Grasty, WW1��1'P Superintendent and Dave Gerrard with the local extension service office drove around to 15 different potential sites. A short list of'the following si`'es (see appendices for location maps) was developed. After evaluating land use, ownership and lease arrangements, proximity to the plant sites and environmental conditions, sites 1 and 2 were selected as the basis for the initial permit application. They represent willing land owners, minimum soils limitations, close proximity to the WWTP and a mix in crops to permit application during the winter season on silage corn fields and summer application on pasture when the corn crop would prevent access. Soil samples were collected for site #1 to permit loading -4- Description SCS Class Avail. Acres Site #1 Billy tl. Jaynes, silage corn 43 10 a. #2 Town of Waynesville, WWTP, fescue 2446 6 a. pasture #3 Jaynes, tobacco & silage corn, 244B 4 d. #4 Charles Jaynes, tobacco & pasture 2446/12 8 a. #5 Edith Fultz, pasture 12 20 a. #6 Edith 'Fultz, pasture 12 10 a. SCS Sail Classifications (See appendices for descriptions) 43 - CuA, Cullowhee - Nikwasi 0.2% 244B - Bk, B2 - Braddock Clay loam 2-8% 12 - RoA, Rosman sandy loam 0-3% After evaluating land use, ownership and lease arrangements, proximity to the plant sites and environmental conditions, sites 1 and 2 were selected as the basis for the initial permit application. They represent willing land owners, minimum soils limitations, close proximity to the WWTP and a mix in crops to permit application during the winter season on silage corn fields and summer application on pasture when the corn crop would prevent access. Soil samples were collected for site #1 to permit loading -4- calculatio'ns. Additional soil sampling on sites 1 and 2 is currently underway. No land clearing is necessary. No groundwater monitoring system is proposed at the loading rates designed. As land application of sludge is initiated on these sites, they will be used to educate residents of the area and other landowners of potential sites about land treatment. The site evaluation and selection can then be widened to accommodate the land area required for the sludge generation rate. The Town of Waynesville requests that NCDEM provide -a sample form for landowner permission. D. Site Assimilative Capacity Based on the Soil Cation Exchange Capacity and the USEPA Guidelines for land application of sludges containing heavy metals, radium is the limiting constituent in the wastewater sludge. By limiting the annual cadium application rate to 0.5 kg/ha the loading rate for digestor sludge is 39,240 gallons/acre/year. However, it is desirable to mix up to 33% of the water treatment plant alum sludge. The annual loading rate per acre per year for the combined water treatment and wastewater treatment sludges at the ratio of one part alum sludge to two parts digester sludge is 58,8,60 gallons per acre per year. The soil must be maintained at pH 6.5 or above. The site life at the soil cation exchange capacity values obtained from soil testing is 20 years. At the proposed mix ratio and loading rates all other heavy metals, are not a limiting factor. The nutrient loading rates are very low. Nitrogen rates of 812 lbs./acre/year are only 8.5% of the current ftrtili�ar recommendation for the silage corn crop. E. System Management The Town of Waynesville currently owns a 1971 Ford cab over tank truck of 1200 gallon capacity. This truck will be employed to transport and field apply liquid sludge by surface spreading. A portable pump w -,ill be employed to transfer alum sludge from the, bottom of the water plant settling lagoon to the tank.truck at a rate of 400 gallons per load. The tank truck will then go to the wastewater plant to be topped off with 800 gallons of liquid wastewater sludge from the digestor. The initial two application sites (#1 & #2) are immediately adjacent to the wastewater treatment plant. The selected crop systems are silage corn for the 10 acre site #1 and fescue pasture for the 6 acre site #2. The application period for site #1 will vary according to planting, harvesting, weather and soil freezing. Initially, it is anticipated that site #1 can be feasible for mobile tank application for 5 months from September to March. The application period for site #2 is feasible during all twelve months subject to limitations from weather, soil freezing and cutting or grazing schedules. - 5 - Use of the Town's existing 1200 gallon tank truck is a constraint on land requirements for land application. Based on 20 weeks availability of site #1 and the sludge volume of 588,600 gallons at the design loading for the 10 -acres, the average number of truck loads per week is 25. A further evaluation of the equipment needs and cost effectiveness of this secondary sludge disposal method will be performed based on actual operating experience from these two initial sites. F. Monitoring Requirements The sludge composition will be determined routinely. The Town of Waynesville can perform sampling and analysis to determine the variability of the sludges over time with regard to moisture content, loading rates and pH. Significant changes in the critical heavy metals constituents will be monitored by outside laboratories at least annually. The existing pretreatment program is important to effectively control these metals concentrations. The wastewater treatment plant staff will be employed to routinely perform soil sampling to determine any degradation and to ensure compliance' with system design. The liming of application sites to pH 6.5 will be required of the landowners. The plant staff will assess the vegetative soil system to insure that vegetative covers and buffer strips are maintained. No groundwater or surface water monitoring is proposed., At the application rates selected, the potential for groundwater pollution will be no greater than that wick commercial fertilizer. With good erosion control practices, the potential for surface water pollution is such that monitoring will not be necessary. I 6 Part II - Appendices Liquid Sludge (WWTP Digestor) Alum Sludge (Water Treatment Plant) I Location Map Site Selection Soil Survey Field Sheet Soil Series Descriptions Soil Test Results (Site #1) f i ti f JIEA LAS RESULTS tv 1 344086 Samples: 1 TotalParameters: 12 Cl i e nt, Nate Wastewater Services Sa* Sample I.D. Parameter Studied Results Late Cammpnts A nal uzed 1 Sl udge Moisture 73.2% viti eft 51118188 1 31 udge EP-TOX Arsenic <0.05 mg11L 5113iss 1 Sludge 4 EP-TOX`Barium 0.80 mg1L 5'5,'88 1 Sl udge EP-TOX Cadmium <0.01 mg/L 5/14188 1 Si udge EP-TOX Chromium <0.03 mg/L 5 11418 8 1 31 udge EP -TTX Lead 0.0 1 4mgiL 5/4/88 1 Sludge EP-TOX Mercury ti0.005mg11L 5:'9'881 1 Sl udge EP-TOX Selenium <0.005mq iL 579,'88 1 Sl udge EP-TOX Silver <0.05 mg/L 5113183 1 Sludge pH 7.8 51918 11;x. I it..ii' 1J-:r-N'1 1 M I�J4t Lit t li L i s i 1 SDWA Pesticides/Herbi 02des IEA . sample No. 3440RA 1 r Sample Identification MLgge- Date Extracted Mala 25, 19F-,v ` Date Analyzed Mau 31, 19'88. lly n��loaarn-nlar Pesticides Results N{lm ? +�t7!`� Liu �,� Q1T3n$it8toO fi Li,,,}t Concantr i-t;+?n 1 EP-TOX Endrin 0.000 1 BQL EP-TOX Lindane 0.0001 BQL 3 EP-T0X Methoxychlor 0.0005 BQL 4 EP-TQX Toxaphene 0.003 BQL L . Herbicides 1 EP-TOX 2,4-Q 0.010 BQL 2 EP-TOX 2,4,5-TP 0.002 BQL UUjow tUU f 1Cej cl���l�� .l��r1111C��� LI n Ca . P.O. Box 18029 . Asheville, North Carolina 28814.0029°® 7041254-6169 0,5 X1,411 April 30, ' 1988 1,5-30 nt 1 re: Sludge' f Results Results mg/l mg/kg Arsenic 4.8 228.0 Barium 2.0 95.2 Cadmium 0.012 0.57 Chromium 0..84 40.0 Aluminum 287.5 13690.0 Lead 0.7 33.3 Mercury X0.002 ` 0.095 Selenium 16 76.1 Silver < &.010 < 0.47 % Solids 2.1% Date Collected: 4-20-88 Date Analyzed: 4-21 to 4-29-88 Date Reported 4-29-88 .Certified by: Dr. Fred Holtkamp Cor7tpiete VJastev airr Treatment Ser•.ice. • Consuttinn • EAart-unI, O,r,ration Maintenance Monitoring • Reporting C ,rr-.rr .•n 1 .r. -1a r,inn,�1 r�i.. } UUj00:gLt0euju@We_rrAeerrwiicc@�-, lirmcc. P.O. Box 18029 . Asheville, North Carolina 28814-0029 ® 704/254-5169 April 30, 1988 Mr. Bill Grasty. Waynesville Waste Treatment Plant 300 Walnut Trail Waynesville, NC 28786 re: Sludge cp- Results Results mg/1 mg/kg Cadmium 1.36 25®1 ,Calcium 520.0 9630.0 Lead 4.0 74.0 Copper, 11.2 207.0 Nickel 12.0 222.0 Zinc 14.3 265.0 Nitrate-Nitrite 4.0 (see T. Nitrogen) T. Kjeldahl 2355.0 (see T. Nitrogen) Phosphorus I 31.0.0 5740.0 Potassium 87.5 1620.0 ,dotal Nitrogen 2359.0 43685.0 % Solids 5.4% Date Collected: 4-26-88 Date Analy;:ed: 4-28 to 4-29-88 Date Reported: 4-29-88 Certified by: Dr. Fred Woltkamp, d' I Finch,As\ \ � y jD. /j f ` Cj ll 1 P.4, Mlle '�,. ♦ � �` c bb m00 Silo,(( � /'�� • = 1 : l g � o �_. `-y' — .�Q' Q t� � M=OT �Pe C Q sir IV o ♦ .7 0 aland - --egg--• ®®J � \ \ � o l � s \-, ,�l e � ® /�Q� • ♦ • r e t1 ra park— �� Cha u. i BM- A 144 '\•pi• , :Ce 2565. . •, J unaSM NN 2562 2 5B `•: ° \� ®�`` . _ ° \_ ° p'�,�t / + r I L f `7 = ' ' , ark. p ,v_E _� o ,> ; • ( ysc l t, ^i �•�� � p���®'� -�� _ �fi���'\ � '��1 I �.Jf.._:. l -F 1 �JL � ',I r \.\ O"�\1 // •f. rn�