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WQ0004509_AROHistoricCompleteFile_20190208
State of North Cdlina Department of Environment, Health and Natural Resources + • Division of Environmental Management �r James B. Hunt, Jr., Governor O F u Jonathan B. Howes, Secretary �l Nann B. Guthrie, Regional Manager Asheville Regional Office GROUNDWATER SECTION July 25, 1994 Mrs Doris Smith Rt. 5 Box 315 Forest City. N.C. 28043 Dear Mrs. Smith: Subject: Well Abandonment Records Town of Alexander Mills Providence Church Road Rutherford County. North Carolina Per your request made a few months ago. I am sending you copies of the abandonment records for monitor wells constructed by Town of Alexander Mills on property owned by William Smith, since the Town is no longer- land applying sludge at that site, the monitor wells have been permanently abandoned. Please contact me at (704) 251-6208 if you have any comments or questions. Sincerely, i ap Kay Dechant Hydrogeologist tlkd Interchange Building, 59 Woodfin Place, Asheville, N.C. 28801 Telephone 704-251-6208 FAX 704-251-6452 An Equal Opportunity Affirmative Action Employer 50% recycled/ 10% post -consumer paper DIVISION OF ENVIRONMENTAL MANAGEMENT GROUNDWATER SECTION January 4, 1993 MEMORANDUM JAN 7 1993' To • Don Safrit Groundwater Section Asheville Regional Office Through: Bob Cheek From: Brian Wagner Subject: Town of Alexander Mills Land Application of Residual Solids Rutherford County WQ0004509/GW92271 The Groundwater Section has reviewed the subject permit renewal. It is our understanding that the town is planning to only use the four new acres for land application. Monitoring requirements should be .dropped for this permit due to the fact that the town won't be using the previous application area. The site life is limited by zinc to 5.4 years. A permit should not be issued for more then 5 years. The Groundwater Section recommends reissueing the subject permit with the following conditions: 1 The Compliance Boundary for the disposal system is specified by regulations in 15 NCAC 2L, Groundwater Cla3sifications and Standards. An exceedance of Groundwater Quality Standards beyond the Compliance Boundary is subject to the penalty provisions applicable under General Statute 143- 215.6(1)a. The sale ofproperty, by the Permittee, which is within or contiguous to the disposal site, may alter the location of the Compliance Boundary. For facilities permitted on or after December 30, 1983, the Compliance Boundary is established at the lesser of 250 feet from the application area, or 50 feet within the property boundary. If the title to any property which may affect the location of the Compliance Boundary is changed, the Permittee shall notify the DEM Director within 14 days. The Director shall then establish a modified Compliance Boundary which will be done as a modification to the Permit. The Review Boundary for the disposal system is specified by regulations in 15 NCAC 2L, Groundwater Classifications and Standards. A Review Boundary is established around disposal systems midway between the Compliance Boundary and the perimeter of the waste disposal area. When the concentration of any substance equals or exceeds the maximum allowable concentration of that substance at the Review Boundary, as determined by monitoring, the permittee shall either (i) demonstrate, through predictive calculations or modeling, that natural site conditions, facility design and operational controls will prevent a violation of standards at the Compliance Boundary, (ii) submit a plan for the alteration of existing site conditions, facility design, or operational controls that will prevent a violation of standards at the Compliance Boundary, and implement that plan after its approval by the Director. 2. No land application of waste activities shall be undertaken when seasonal high water table is less than three feet below land surface. 3. Any a tio-oM groundwater quality monitoring, as deemed necessary by the Division, shall be provided. BW/BC/baw cc: Don Link Central Files Permit Files DIVISION OF ENVIRONMENTAL MANAGEMENT ASHEVILLE REGIONAL OFFICE GROUNDWATER SECTION November 1, 1992 MEMORANDUM TO: Brian Wagner Groundwater Section Raleigh Central Office THROUGH: Donald R. Link, Regional Groundwater Supervisor 46►C-.0` Asheville Regional Office FROM: Fred C. Hankinson, Hydrogeological Technician.�� Asheville Regional Office SUBJECT: Sludge Land Application - New Site Town of Alexander Mills, Permit Amendment WQ0004509, GW92271 Rutherford County, North Carolina The Groundwater Section has reviewed the application for amendment, and the existing permit file with monitor well analytical compliance data. Six years of monitoring data indicates no violation of groundwater or any indication of a trend that may yield any potential contamination. It is recommended that the monitoring requirements be dropped from the 'permit, but that the monitor wells remain intact should it become necessary to reinstate the monitoring requirement. Any monitoring deemed necessary to protect the surface and groundwater by the Division of Environmental Management may be established in the future. FCH/gc ,.:ate of North Carolina Department of Environment, Health and Natural Resources Division of Environmental Management James B. Hunt, Jr., Governor Jonathan B. Howes, Secretary A. Preston Howard, Jr., P.E., Director May 28, 1996 The Honorable Gregory N. Morrow Town of Alexander Mills 1110 South Broadway Alexander Mills, NC 28043 ,&4k I* idft EDEHNF=1 Subject: Permit No. WQ0004509 Town of Alexander Mills Land Application of Wastewater Residuals Rutherford County Dear Mayor Morrow: In accordance with your application received on October 27, 1995, we are forwarding herewith Permit No. WQ0004509, dated May 28, 1996, to the Town of Alexander Mills for the operation of a wastewater residuals land application program. Please note, as requested Mr. William L. Smith's 9 acres have been removed from the permit as requested by the Town. Also, the Department of Transportation has agreed to a reduction of buffer along US 74 from 50 feet to 5 feet. This buffer reduction increases the available land from 4.2 acres to 4.7 acres. Please note condition 10 of Part VI requiring the reduction in acreage to 4.2 acres should this agreement become void. This permit shall be effective from the date of issuance until April 30, 2001, shall void Permit No. WQ0004509, issued February 26, 1993, and shall be subject to the conditions and limitations as specified therein. Please pay particular attention to the monitoring and reporting requirements contained in this permit. Failure to establish an adequate system for collecting and maintaining the required operational information will result in future compliance problems. If any parts, requirements, or limitations contained in this permit are unacceptable, you have the right to request an adjudicatory hearing upon written request within thirty (30) days following receipt of this permit. This request must be in the form of a written petition, conforming to Chapter 150B of 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. Randy Kepler at (919) 733-5083 extension 544. Sincerely, A. Presto award, Jr., E. cc: Rutherford County Health Department 9..s Asheville Regional Office, Water Quality Section Asheville Regional Office, Groundwater Section — 1996 Bob Cheek, Groundwater Section, Central Office Training and Certification Unit, (No change in rating) Facilities Assessment Unit,,h 4 P.O. Box 29535, Raleigh, North Carolina 27626-0535 Telephone (919) 733-5083 FAX (919) 733-0719 An Equal Opportunity Affirmative Action Employer 50% recycled/ 10% post -consumer paper 5. Some of the buffers specified below may not have been included in previous permits for this land application operation. However, any sites or fields that are included in this permit, but were approved with different applicable buffers shall be reflagged to comply with the below buffers. The following buffer zones shall be maintained: a) 400 feet from residences or places of public assembly under separate ownership for surface application method; however, the buffer zone requirement may be reduced to a minimum of 100 feet upon written consent of the owner and approval from the appropriate DEM regional office, b) 200 feet from residences or places of public assembly under separate ownership for subsurface residual injection method; however, the buffer zone requirement may be reduced to a minimum of 100 feet upon written consent of the owner and the appropriate DEM regional office, c) 100 feet from any public or private water supply source, waters classified as SA or SB, and any Class I or Class 11 impounded reservoir used as a source of drinking water for both methods, d) 100 feet from any streams classified as WS or B, any other stream, canal, marsh or coastal waters and any other lake or impoundment for surface application, e) 50 feet from any streams classified as WS or B, any other stream, canal, marsh or coastal waters and any other lake or impoundment for subsurface application, f) 50 feet from property lines for both surface and subsurface application methods; g) 50 feet from public right of ways for both application methods, h) 10 feet from upslope interceptor drains and surface water diversions for both application methods, i) 25 feet from downslope interceptor drains, surface water diversions, groundwater drainage systems and surface drainage ditches for both application methods. 6. A copy of this permit shall be maintained at the land application site when residuals are being applied during the life of this permit. A spill prevention and control plan shall be maintained in all residuals transport and application vehicles. 7. Specific residual application area boundaries shall be clearly marked on each site prior to and during application. 8. No residuals at any time shall be stored at any application site, unless approval has been requested and obtained from the Division of Environmental Management. 9. Maximum slope for residual application shall be 10% for surface application and 18% for subsurface applications. 10. When wastewater residuals are applied, the Class A pathogen requirements and site restrictions in 40 CFR Part 503.32(a) or the Glass B pathogen requirements and site restrictions in 40 CFR Part 503.32(b), and one of vector attraction reduction requirements in 40 CFR Part 503.33 shall be met. Additionally, an evaluation must be performed which demonstrates the residuals ability to comply with this requirement. Upon request, a copy of this evaluation must be submitted including all test results and calculations. II. OPERATION AND MAINTENANCE REQUIREMENTS The facilities and application sites shall be properly maintained and operated at all times. 2. A suitable vegetative cover, as listed in condition 11 4, shall be maintained in accordance with the crop management plan outlined by the local Extension Office of the Department of Agriculture, or the Soil Conservation Service, or other agronomist, and approved by this Division. 2 8. Upon classification of the facility by the Certification Commission, the Permittee shall employ a certified land application/residuals operator to be in responsible charge (ORC) of the land application program. The operator must hold a certificate of the type classification assigned to the land application program by the Certification Commission. The Permittee must also employ a certified back-up operator of the appropriate type to comply with the conditions of Title 15A NCAC 8A, .0202. 9. Adequate procedures shall be provided to prevent surface runoff from carrying any disposed or stored residuals into any surface waters. 10. Surface applied residuals will be plowed or disced within twenty-four (24) hours after application on lands with no cover crop established. 11. For areas that are prone to flooding or within the 100 -year flood elevation, residuals may be applied only during periods of dry weather. The residuals must be incorporated into the soil within twenty-four (24) hours after application. 12. Appropriate measures must be taken to control public access to the land application sites during active site use and for the 12 -month period following the last residual application event. Such controls may include the posting of signs indicating the activities being conducted at each site. 13. Adequate provisions shall be taken to prevent wind erosion and surface runoff from conveying pollutants from the residuals application area onto the adjacent property or into any surface waters. 14. Residuals shall not be applied in inclement weather or until 24 hours following a rainfall event of 1/2 -inch or greater in 24 hours. Any emergency residualsdisposal measures must first be approved by the Division of Environmental Management. 15. Residuals shall not be applied to any land application site that is flooded, frozen or snow- covered. 16. Residuals shall not be applied at rates greater than agronomic rates, unless authorized by the Division. 17. Animals shall not be grazed on an application site for 30 days after residuals application. Application sites that are to be used for grazing shall have fencing that will be used to prevent access after each application. 18. Food crops, feed crops and fiber crops that do not come in contact with the residuals shall not be harvested for.30 days after residuals application. 19. Food crops with harvested parts that touch the residual/soil mixture and are totally above the land surface (ex. tobacco, melons, cucumbers, squash, etc.) shall not be harvested for 14 months after residuals application. 20. Food crops with harvested parts below the surface of the land (root crops such as potatoes, carrots, radishes, etc.) shall not be harvested for 20 months after application of residuals when the residuals remain on the land surface for four (4) months or longer prior to incorporation into the soil. 21. Food crops with harvested parts below the surface of the land shall not be harvested for 38 months after application of residuals when the residuals remain on the land surface for less than four (4) months prior to incorporation into the soil. 4 4. A residuals analysis will be conducted annually from the date of permit issuance 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 annually, a residuals analysis will be required for each instance of land application. The residuals analysis shall include but is not necessarily limited to the following parameters: Arsenic Calcium Cadmium Nitrate -Nitrite Nitrogen Copper Magnesium Lead % Total Solids Mercury pH Molybdenum Phosphorus Nickel Plant Available Nitrogen (by calculation) Selenium Potassium Zinc Sodium Aluminum TKN Ammonia -Nitrogen 5. A Toxicity Characteristics Leaching Procedure (TCLP) analysis shall be conducted by the Permittee once prior to the expiration date of this permit and shall be submitted with the renewal request. The TCLP analysis shall include the following parameters (please note the regulatory level in mg/L in parentheses): Arsenic (5.0) Barium (100.0) Benzene (0.5) Cadmium (1.0) Carbon tetrachloride (0.5) Chlordane (0.03) Chlorobenzene (100.0) Chloroform (6.0) Chromium (5.0) o -Cresol (200.0) m -Cresol (200.0) p -Cresol (200.0) Cresol (200.0) 2,4-D (10.0) 1,4 -Dichlorobenzene (7.5) 1,2-Dichloroethane (0.5) 1, 1 -Dichloroethylene (0.7) 2,4-Dinitrotoluene (0.13) Endrin (0.02) Heptachlor (and its hydroxide) (0.008) Hexachlorobenzene (0.13) Hexachloro-1,3-butadiene (0.5) Hexachloroethane (3.0) Lead (5.0) Lindane (0.4) Mercury (0.2) Methoxychlor (10.0) Methyl ethyl ketone (200.0) Nitrobenzene (2.0) Pentachlorophenol (100.0) Pyridine (5.0) Selenium (1.0) Silver (5.0) Tetrachloroethylene (0.7) Toxaphene (0.5) Trichloroethylene (0.5) 2,4,5 -Trichlorophenol (400.0) 2,4,6 -Trichlorophenol (2.0) 2,4,5 -TP (Silvex) (1.0) Vinyl chloride (0.2) 6. All residuals included in this permit must be monitored annually, from the date of permit issuance, for compliance with condition I 10 of this permit. Data to verify stabilization and vector attraction reduction of the residuals must be maintained by the Permittee. The required data is specific to the stabilization process utilized, but should be sufficient to clearly demonstrate compliance the Class A pathogen requirements in 40 CFR Part 503.32(a) or with the Class B pathogen requirements and site restrictions in 40 CFR Part 503.32(b), and one of vector attraction reduction requirements in 40 CFR Part 503.33. In addition, the EPA certification statements concerning compliance with pathogen requirements, vector attraction reduction requirements and management practices must be completed annually by the proper authority or authorities if more than one is involved, either the person who prepares the residuals, the person who derives the material, or the person who applies the residuals. 6 INSPECTIONS 1. The Permittee or his designee shall inspect the residuals storage, transport, and application 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 maintain an inspection log or summary including at least the date and time of inspection, observations made, and any maintenance, repairs, or corrective actions taken by the Permittee. This log of inspections shall be maintained by the Permittee for a period of five years from the date of the inspection and shall be made available to the Division of Environmental Management or other permitting authority, upon request. 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 application site or facility at any reasonable time for the purpose of determining compliance with this permit; may inspect or copy any records that must be kept under the terms and conditions of this permit; and may obtain samples of groundwater, surface water, or leachate. V I . GENERAL CONDITIONS 1. This permit shall become voidable unless the land application activities are carried out in accordance with the conditions of this permit, the supporting materials, 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 automatically transferable. In the event that 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. The following are approved sites for residuals application (see attached map(s)): Application Area [acres] Site No Owner/Lessee (excluding buffers) 2a Town of Alexander Mills 4.7 TOTAL AVAILABLE ACRES 4.7 a This site includes a buffer waver from the Department of Transportation reducing the 50 foot buffer to US 74 to 5 feet. See Part VI, Condition 10 for additional information. 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 143-215.6(a) to 143-215.6(c). 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). 8 Baa P/y Pa V_- � t _�--_�_ S• �q FHL.- — ;.;.� t �L� ..— �,�-v ___. mac\/ •�.b t- rsTa ,y. jo, R ti \ In '�(DEED) 33Z(''00'E 70.0' � F 4 +• I + CyJ i L 4z_ - U. = ,'i, S 45" 30'c 1 `� ,-. �," `i•�" (DEED). i 4' C L•- L•. - J y LJ to I t tic y C.+ LJ • V r � '� `r ' ..}. ` v W�'( � 1. O { { = � •` `, J � � / , L - � U div' r`L � _` ._� . 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Topo Map "S5 `�' Alexander Mills, NC J �{ \ SCALE CZ200' } 200' 0' 200— ( MAR I Ow State of North CarolinaF�t-at aRF rc Department of Environment, Health and Natural Resources Division of Environmental Management 512 North Salisbury Street Raleigh, North Carolina 27604 James B. Hunt, Jr., Governor Jonathan B. Howes, Secretary February 26, 1993 The Honorable Gregory N. Morrow, Mayor Town of Alexander Mills 58 South Broadway Forest City, NC 28043 Subject: Permit No. WQ0004509 Town of Alexander Mills Land Application of Sludge Rutherford County Dear Mayor Morrow: In accordance with your application received September 30, 1992, we are forwarding herewith Permit No. WQ0004509, dated February 26, 1993, to the Town of Alexander Mills for the continued operation of a land application of sludge program. This permit amendment is for the addition of 4.2 acres. Please be advised that this additional 4.2 acre site is limited by zinc to five (5) years for the land application of sludge. This permit shall be effective from the date of issuance until April 30, 1996, shall hereby void Permit No. WQ0004509 issued May 23, 1991, 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 Genera 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. Regional Offices Asheville Fayetteville Mooresville Raleigh Washington Wilmington Winston-Salem 704/251-6208 919/486-1541 704/663-1699 919/571-4700 919/946-6481 919/395-3900 919/896-7007 s Pollution Prevention Pays P.O. Box 29535, Raleigh, North Carolina 27626-0535 Telephone 919-733-7015 An Equal Opportunity Affirmative Action Employer �ayor Morrow ` February 12, 1993 Page Two If you need additional information concerning this matter, please contact Ms. Angela Y. G iffn at 919! 733-50 8-3. Pre Acting cc: Rutherford County Health Department Environmental Waste Recycling, Inc. Asheville Regional Office, Water Quality Section Asheville. Regional Office, Groundwater Section Jack Floyd, Groundwater Section Central Office Training and Certification Facilities Assessment Unit NORTH CAROLINA ENVIRONMENTAL MANAGEMENT COMMISSION DEPARTMENT OF EN VI ONMENT, HEALTH AND NATURAL RESOURCES RALEIGH SLUDGE LAND APPLICATION 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 Alexander Mills Rutherford County FOR THE continued operation of a sludge land application program consisting of the application of approximately 12 dry tons per year of sludge from the Town of Alexander Mills wastewater treatment facility to approximately 13.2 acres of land in Rutherford County with no discharge of wastes to the surface waters, pursuant to the application received September 30, 1992, 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 April 30, 1996, shall hereby void Permit No. WQ0004509 issued May 23, 1991, and shall be subject to the following specified conditions and limitations: 1. The Asheville Regional Office, telephone number 704/251-6208, and the appropriate local governmental official (county manager/city manager) shall be notified at least twenty-four (24) hours prior to the initial application of the sludge so that an inspection can be made of the application sites and application method. Such notification to the regional supervisor shall be made during the normal office hours from 8:00 a.m. until 5:00 p.m, on Monday through Friday, excluding State Holidays. Also the Rutherford CountyManager's office must be notified prior, to the initial application so that they will be aware that the operation has commenced. 2. This permit shall become voidable if the soils fail to adequately absorb the wastes and may be rescinded unless the sites are maintained and operated in a manner which will protect the assigned water quality standards of the surface waters and ground waters. 3. The land application 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. 1 4. The issuance of this permit shall not relieve the Permittee of the responsibility for damage: to surface or groundwaters resulting from the operation of this facility. 5. In the event that the land application program is not operated satisfactorily; including the creation of nui & ce conditions, the Pertniv ee shall ceas- appl�rng sludge to the s.4eri and take Wily it =f$'-'JJate c;orre ,tiv-- actions,nclud..ri the construction of additional or replacement wastewater treatment or disposal facilities. 6. No crops for direct human consumption shall be raised on these sites for a period of 18 months following sludge application. 7. Maximum slope for sludge application shall be 10% for surface application and 18% for subsurface applications. 8. The following buffer zones shall be maintained: a) 400 feet from residences or places of public assembly under separate ownership for surface application method; however, the buffer zone requirement may be reduced to a minimum of 100 feet upon written consent of the owner and the appropriate DEM regional office, b) 200 feet from residences or places of public assembly under separate ownership for injection method; however, the buffer zone requirement may be reduced to a mu . rn of 100 feet upon written consent of the owner and the appropriate DEM regional office, c) 100 feet from "SA and SB" classified waters and public surface water supplies for both methods, d) 50 feet from "WS" classified waters and other streams, creeks, lakes, rivers, and surface water, drainage ways for injection method, e) 100 feet from "WS" classified waters and other streams, creeks, lakes, rivers, and surface water drainage ways for surface application method, f) 100 feet fromi property lines for both methods; however, this requirement may be reduced to 50 feet upon written concurrence from the adjoining property owner and the appropriate DEM regional office, g) 50 feet from public right of ways for surface application methods, h) 25 feet from public right of ways for subsurface disposal methods, i) 10 feet from upslope interceptor drains and surface water diversions for both methods, j) 25 feet from downslope interceptor drains, surface water diversions, groundwater drainage systems and surface drainage ditches for both methods. 9. A copy of this permit shall be kept at the land application site when sludge is being applied during the life of this permit. A spill prevention and control plan shall be kept in all sludge transport and application vehicles. 10. All sludges included in this permit must be stabilized by a process to significantly reduce pathogens (as described in 40 CFR Part 257, Appendix II) prior to application or incorporation. An evaluation of all sludges as specified in condition 114 must be conducted as to their ability to demonstrate compliance with this requirement. Upon request, a copy of this report must be submitted to the Assistant Chief for Operations, Division of Environmental Management, Water Quality Section, Operations Branch, PO Box 29535, Raleigh, NC 27626-0535. 11. Specific sludge application area boundaries shall be clearly marked on each site prior to and during sludge application. 12. No sludge at any time shall be stored at any application site. 2 6. 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 111, 111, 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. 7. Adequate procedures shall be provided to prevent surface 'runoff from carrying any disposed or stored sludge material into any surface waters. 8. Animals shall not be grazed on sludge applied land within a 30 -day period following the sludge application. Application sites that are to be used for grazing shall have fencing that will be used to prevent access after each application. 9. Surface applied sludge will be plowed or disced within twenty-four (24) hours after application on lands with no cover crop established. 10. For areas that are prone to flooding or within the 100 -year flood elevation, sludge may be applied only during periods of dry weather. The sludge must be incorporated into the soil within twenty-four (24) hours of application. 3 OPERATION AND MAINTENANCE REQUIREMENTS 1. The facilities and disposal sites shall be properly maintained and operated at all times. 2. A suitable vegetanve :ever, as listed to condition IT. 3, shall be tnnntained in accordance with the crop management plan approved by this Division. 3. The application rates shall not exceed the following for the specified crops: Croy PAN (lbs/ r=jXrl Fescue Grass 250 4. No sludges other than the following are hereby approved for land application in accordance with this permit: Permit Estimated Source County Number Volume (d_;v tons[year) Town of Alexander Mills Rutherford NCO020320 12 5. The lifetime heavy metal loadings shall not exceed the following for the corresponding Cation Exchange Capacities (CEC): Lifetime Loadings abstacre) r met CEC< 5 CEC 5- 15 CEC> 1 Lead 500 1000 2000 Zinc 250 500 1000 Copper 125 250 500 Nickel 125 250 500 Cadmium 4.5 9 18 6. 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 111, 111, 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. 7. Adequate procedures shall be provided to prevent surface 'runoff from carrying any disposed or stored sludge material into any surface waters. 8. Animals shall not be grazed on sludge applied land within a 30 -day period following the sludge application. Application sites that are to be used for grazing shall have fencing that will be used to prevent access after each application. 9. Surface applied sludge will be plowed or disced within twenty-four (24) hours after application on lands with no cover crop established. 10. For areas that are prone to flooding or within the 100 -year flood elevation, sludge may be applied only during periods of dry weather. The sludge must be incorporated into the soil within twenty-four (24) hours of application. 3 11. Appropriate measures must be taken to control public access to the land application sites during active site use and for the 12 -month period following the last sludge application event. Such controls may include the posting of signs indicating the activities being conducted at each site. 12. Adequate provisions skull be taken to prevent iNind erosion and surf Ae rcncff from conveying pollutants from the sludge application area onto the adjacent property or into the surface waters. 13. Sludge shall not be applied in inclement weather or until 24 hours following a rainfall event of 1/2 -inch or greater in 24 hours. Any emergency sludge disposal measures must first be approved by the Division of Environmental Management. 14. The site shall be adequately limed to a soil pH of at least 6.5 prior to sludge application. Sludge may be applied to sites with a pH of less than 6.5 provided a sufficient amount of lime is also applied to achieve a final pH of the lime, sludge and soil mixture of at least 6.5. 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) source of sludge b) date of sludge application c) location of sludge application (site, field, or zone #) d) method of application e) weather conditions f) soil conditions g) type of crop or crop to be grown on field h) volume of sludge applied in gallons/acre and dry tons/acre i) annual and cumulative totals of dry tons/acre of sludge, annual and cumulative pounds/acre of each heavy metal (which shall include, but not be limited to lead, nickel, cadmium, copper and zinc), annual pounds/acre of plant available nitrogen (PAN), and annual pounds/acre of phosphorus applied to each field 3. A representative annual soils analysis (Standard Soil Fertility Analysis) shall be conducted of each site receiving sludge in the respective calendar year and the results maintained on file by the Permittee for a minimum of five years. The Standard Soil Fertility Analysis shall include, but is not necessarily limited to, the following parameters: 4 % Base Saturation Magnesium Phosphorus Potassium Lead" Zincl PH Manganese Cation Exchange Capacity Sodium Nickell Cadmiuml Coppert Calcium 1 Soils analysis for these parameters shall be conducted once prior to permit renewal on soils from each site which has received sludge during the permit cycle. 4. A quarterly 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 Benzene Carbon tetrachloride Chlorobenzene Chromium i 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 5. Three copies of all monitoring and reporting requirements as specified in conditions III 1, 111 2, 1113, and III 4 shall be submitted annually on or before March 1 of the following year to the following.address: NC Division of EnvironmentJn Management Water Quality SectAor Facility Assessment Unit PO Box 29535 Raleigh, NC 27626-0535 6. 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 renders 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. 1. The Compliance Boundary for the disposal system is specified by regulations in 15A NCAC 2L, Classifications and Water Quality Standards applicable to the groundwater of North Carolina. An exceedance of Groundwater Quality Standards beyond the Compliance Boundary is subject to penalty provisions applicable under General Statute 143-215.6A. The sale of property, by the Permittee, which is within or contiguous to the disposal system site may alter location of the Compliance Boundary. For facilities permitted on or after December 30, 1983, the Compliance Boundary is established at the lesser of 250 feet from the application area, or 50 feet within the property boundary. If the title to any property which may affect the location of the Compliance Boundary is changed, the permittee shall notify the Division Director within 14 days. The Director shall then establish a modified Compliance Boundary which will be done as a modification to the Permit. 6 V. VI. The REVIEW BOUNDARY for the disposal system is specified by regulations in 151. NCAC 2L, Groundwater Classifications and Standards. A REVIEW BOUNDARY is established around disposal systems midway between the Compliance Boundary and the perimeter of the waste disposal area. When the concentration of any substance equals or exceeds the maximum aiiowable concentration, of that substance at the l LLVTT-'Ny BLI"Ijti A� , as deter `:nnained by rnon tonng, the permittee mals either (i) ce monstrate, through predictive calculations or modeling, that natural site conditions, facility design and operational controls will prevent a violation of standards at the Compliance Boundary; or, (ii) submit a plan for the alteration of existing site conditions, facility design or operational controls that will prevent a violation of standards at the Compliance Boundary, and implement that plan upon its approval by the Director. 2. No land application of waste activities shall be undertaken when the seasonal high water table is less than three feet below land surface. 3. Any groundwater quality monitoring as deemed necessary by the Division of Environmental Management shall be provided. 11-119 • •� 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. MW 101 "IF -1 1� •, 1. This permit shall become voidable unless the land application 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. 41 This permit shall become voidable unless the agreements between the Permittee and the landowners/lessees are in full force and effect. 7 5. The following are approved sites for sludge application (see attached map(s)): Site No. Owne Lessee Aunlication Areal(Ams) I Mr. William L. Smith 9.0 2a Town of Alexander lv is 41 .Total 13.2 1- Application Area excludes buffer areas. 2 -This site is limited by zinc to 5 years for the land application of sludge. 6. 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. 7. The annual administering and compliance fee must be paid by the Permittee within thirty (30) days after being billed by the Division. Failure to pay the fee accordingly may cause the Division to initiate action to revoke this permit as specified by 15A NCAC 2H .0205 (c)(4)• 8. The 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. 9. A set of approved documents for the subject project must be retained by the applicant for the life of the permit. 10. 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. a 11. This permit may bei 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. Permit issued this the 26th day of February, 1993 3 CAROLINA ENVIRONMENTAL MANAGEMENT COMMISSION A. Preston Howar , Jr., P.E. cti g Director Division of Enviro an ment By Authority of the Environmental Management Commission I Permit No. WQ0004509 8 y - h n `�` ,1 ay�em\%g� Tm i, 1 14 221 ��\ .�• prt x 1 ANVT 3910. ' .� • t� \Sandpi& is - )di 1 x MI 3909 •. , ��. • •fir ' • 8 A 1,\ \ ° O ,� /• +cam'' w \ rY1;115 X07 `8 9n •� �� 11 „� a Vor •O BUTLER � ~.! " • \` / \�f "7 !� tLO ' WARP ,.. , Ec Y 17'30" ' _ ���/%.' �.,:: '1' t• / r ���� iv •gam 1 y J �/, q ` / i Ih; -i • ,_�- 3905 ..' , / � � � ""�; � I • // ` �/ �-.\ . , ..: of ,1I, \ '�� ' i/`: • a ° J �'V s � � ' ,//,'% � %' \ \ � 933 � ^ • � ', ` � :�'. • ` : `��. 001FFFT 2P,� �- _ , TO: File SUVECT: Town of Alexander Mills DATE: April 26, 1.993 TIME: 2:15 P.M. Charlie Wiesner telephoned to report that the March, 1993 analytical data for the subject site would be late since they used an unacceptable bottle to collect the sample for TOC. They will be resampling for this parameter and will forward a letter confirming this. Ann Rumbough SAMPLES NAME OF FACILITY: Town of Alexander mills COUNTY: Rutherford RALEIGH Parameters Bottles NO Toial Ammonia --- 1 Disposable Total Phosphorus (Filtered) P & N add preservative 25% H2 so 4 TOC 1/2 liter (unfiltered) add preservative ASHEVILLE Parameters PH TSS-- TDs ----------------- Total Coliforms TOTAL NO. OF WELLS: 2 H 2 so 4 to PH < 2 Bottles 3 1/2 liter bottles Small plastic bottle (this should be first sample taken) TOTAL NO. OF BOTTLES: 2 disposables 8 1/2 liters 2 small plastic coliform ADDITIONAL SAMPLING REQUESTED (other than Permit requirements): DIVISION OF ENVIRONMENTAL MANAGEMENT GROUNDWATER SECTION January 4, 1993 MEMORANDUM To: Don Safrit Through: Bob Cheek From: Brian Wagner Subject: Town of Alexander Mills Land Application of Residual Solids Rutherford County WQ0004509/GW92271 JAN 7 S3 " GrnundwaW Rga The Groundwater Section has reviewed the subject permit renewal. It is our understanding that the town is planning to ' only use the four new acres for land application. Monitoring requirements should be dropped for this permit due to the fact that the town won't be using the previous application area. The site life is limited by zinc to 5.4 years. A permit should not be issued for more then 5 years. The Groundwater Section recommends reissueing the subject permit with the following conditions: 1. The Compliance Boundary for the disposal system is specified by regulations in 15 NCAC 2L, Groundwater Classifications and Standards. - An exceedance of Groundwater Quality Standards beyond the Compliance Boundary is subject to the penalty provisions applicable under General Statute 143- 215.6(1)a. The sale ofproperty, by the Permittee, which is within or contiguous to the disposal site, may alter the location of the Compliance Boundary. For facilities permitted on or after December 30, 1983, the Compliance Boundary is established at the lesser of 250 feet from the application area, or 50 feet within the property boundary. If the title to any property which may affect the location of the Compliance Boundary is changed, the Permittee shall notify the DEM Director within 14 days. The Director shall then establish a modified Compliance Boundary which will be done as a modification to the Permit. The Review Boundary for the disposal system is specified by regulations in 15 NCAC 2L, Groundwater Classifications and Standards. A Review Boundary is established around disposal systems midway between the Compliance Boundary and the perimeter of the waste disposal area. When the concentration of any substance equals or exceeds the maximum allowable concentration of that substance at the Review Boundary, as determined by monitoring, the permittee shall either (i) demonstrate, through predictive calculations or modeling, that natural site conditions, facility design and operational controls will prevent a violation of standards at the Compliance Boundary, (ii) submit a plan for the alteration of existing site conditions, facility design, or operational controls that will prevent a violation of standards at the Compliance Boundary, and implement that plan after its approval by the Director. 2. No land application of waste activities shall be undertaken when seasonal high water table is less than three feet below land surface. 3. Any a44k4o*w4 groundwater quality monitoring, as deemed necessary by the Division, shall be provided. BW/BC/baw cc: Don Link Central Files Permit Files d State of North Carolina Department of Environment, Health, and Natural Resources Asheville Regional Office James G. Martin, Governor William W. Cobey, Jr., Secretary DIVISION OF ENVIRONMENTAL MANAGEMENT GROUNDWATER SECTION November 25, 1992 Mr. Charles Wiesner Wastewater Treatment Plant Operator Town of Alexander Mills 58 South Broadway Forest City, North Carolina 28043 Dear Mr. Wiesner: Subject: Groundwater Monitor Well Analytical Results Town of Alexander Mills Wastewater Sludge Land Application Permit No. WQ0004509 Rutherford County, North Carolina Ann B. Orr Regional Manager Attached for your information are copies of the analytical results for samples collected by this office from the groundwater monitor wells on September 29, 1992. If you have any questions, please contact me at (704) 251-6208. ACR/gc Attachments Sincerely, Ann C. Rumbough Environmental Technician Interchange Building, 59 Woodfin Place, Asheville, N.C. 28801 • Telephone 7042566208 An Pqua4 Ch.p ,rt�,zx, A Rf+F j jtive klion Employer --1-_- MONITOR WELL SAMPLING FIELD LOG Date: September 29, 1992 Facility: Town of Alexander Mills County: Rutherford Contact: john Morrow -t -WTP Deptli SWL Well krt) (ft) Q78u! 28 16.6 DG Q78u2 37 27.90 UG Amt. Bailedl Pumped 6 gallons 5 gallons Time 111:00 AM 10:30 AM Remarks 1 Water turbid. Water turbid. MEMO TO FILE FROM: Ann. Rumbough 2/4/92 I spoke with Mr. Wiesner on this date and informed him that fecal coliform was reported on the 11/21/91, compliance monitoring report and that this was not a requirement of Permit No. WQ0004509. Also, I noted that due to a lab error on this sampling date, no results were submitted for TSS. I told him to be sure and include TSS when sampling in March. MEMO TO FILE FROM: Ann Rumbough 8/1/91 Mr. Charles Wiesner called at 9:25 A.M. to report that when he forwarded the monitor well samples for July to Hydrologic, he had failed to send the proper bottles for bacteria samples. He purged the wells on 7/29/91 when collecting samples for the other parameters and questioned if he needed to purge the wells again prior to pulling samples for bacteria. After consulting with Don Link, I told him that he did need to purge the wells again in order to get an accurate sample. He stated that the July sample results would be late arriving at our office because of this misunderstanding. 8/5/91 Mr. Charles Wiesner called at 11:45 A.M. to report that he purged the wells again on 8/1/91, took the bacteria samples and forwarded them to Hydrologic for processing. However, they did not reach Hydrologic until the holding time was past. He will have to sample again. He was concerned about the delay in getting the sample results to this office. I told him that after he received all the sample results, to fill out the compliance monitoring form and forward it to our Raleigh office. STAIZ Q,aM, v,;6,• State of North Carolina Department of Environment, Health, and Natural Resources Asheville Regional Office James G. Martin, Governor Ann B. Orr William W Cobey, Jr., Secretary DIVISION OF ENVIRONMENTAL MANAGEMENTRegional Manager GROUNDWATER SECTION June 17, 1991 Mr. Charles Wiesner Wastewater Treatment Plant Operator Town of Alexander Mills 58 South Broadway Forest City, North Carolina 28043 Dear Mr. Wiesner: Subject: Groundwater Monitor Well Analytical Results Town of Alexander Mills Wastewater Sludge Land Application Permit No. 10491R Rutherford County, North Carolina Attached for your information are copies of the analytical results for samples collected by this office from the groundwater monitor wells on April 23, 1991. If you have any questions, please contact me at (704) 251-6208. Sincerely, Ann C. Rumbough Environmental Technician ACR/gc Attachments Interchange Building, 59 Woodfin Place, Asheville, N.C. 28801 • Telephone 704251-6208 An Equal Opportunity Affirmative fiction Employer State of North Carolina Department of Environment, Health, and Natural Resources Asheville Regional Office James G. Martin, Governor Ann B. Orr William W. Cobey, Jr., Secretary DIVISION OF ENVIRONMENTAL MANAGEMENT Regional Manager GROUNDWATER SECTION April 30, 1991 Mr. Charles Wiesner Wastewater Treatment Plant Operator Town of Alexander Mills 58 South Broadway Forest City, North Carolina 28043 Dear Mr. Wiesner: Subject: Groundwater Compliance Monitoring Town of Alexander Mills Wastewater Sludge Land Application Permit No. 10491R Rutherford County, North Carolina It was a pleasure meeting you on April 23, 1991. Thank you for your assistance in locating the groundwater monitor wells. Per your request, I am enclosing a copy of Non -Discharge Permit No. 10491R and Subchapter 2L "Classifications And Water Quality Standards Applicable To The Groundwaters Of North Carolina". In addition, I am also enclosing EPA procedures for groundwater sampling. You requested copies of Water Quality influent and effluent self-monitoring report forms. I contacted Mr. Jim Reid in this office's Water Quality Section regarding this matter, and he will forward copies of these forms to you. If you have any questions or comments regarding groundwater compliance monitoring, please contact me at (704) 251-6208. ACR/gc Enclosures cc: Betty Wilcox Jim Reid Sincerely, Ann C. Rumbough Environmental Technician Interchange Building, 59 Woodfin Place, Asheville, N.C. 28801 • Telephone 704251-6208 An Equal Opportunity Affirmative Action Employer NORTH CAROLIN vEPARTtvir'�. WE�1_ RECOF;D DIVIS10', _ i'.�t, P" O. Box 2 u j-� yi d DRILLING CONTRACTOR`�� y P_R_ a 1. WELL LOCATION: (Show sketch of the Nearest Town: � 1.12 (Rb3 5 J Quadrangle No. nd,Community/�or Sub/diwision and ,t. F.c. ) 2. OWNER: h1L�XA�/nf''/^ f1I /GG > s } `` DRILLING LOG' 3. ADDRESS: 4. TOPOGRAPHY: dr ey,s ope,hilltop,fiat(circle one) 5. USE OF WELL:Qu / j d� DATE - 6. DOES THIS WELL REPLACE AN EXISTING WELL? f JV D 7. TOTAL DEPTH:_ RIG TYPE OR METHOD: B. FORMATION SAMPLES COLLECTED: YES NO 9. CASING: Depth Inside Wall thick. type Dia, or weight/ft. From to ft 10. GROUT Depth Material Method DEPTH FROM, TO FORMATION DESCRIPTION From to ft 11. SCREEN: Depth Dia. T I a 'itlona space is nee a use ac o orm ype & Opening From to ft LOCATION SKETCH (Show distance to numbered roads, or other man reference oints) 12. GRAVEL: Depth Size Material From to ft 13. WATER ZONES(depth): s L J Ov 14. STATIC WATER LEVEL:: ft aeloe op of casing Casing is_/ft. above land surface ELEV: 15. YIELD(gpm): METHOD OF TESTING: 16. PUMPING WATER LEVEL: ft. after hours at gpm, 17. CHLORINATION: Type Amount 18. WATER QUALITY: TEMPERATURE(F) 19. PERMANENT PUMP: Date Installed Type Capacity (gpm)HP Make Intake Depth Airline Depth Qal-#q 20. HAS THE OWNER BEEN PROV DED A COPY OF THIS RECORD AND INFORME RECOMMENDATIONS? \D OF THEE TMENTS REQUIREMENTS AND 21. REMARKS I do hereby certify that this well was constructed in accordance with N.C. Well Construction Regulations and StandardZURE �OF h well record is true and exact. IG TRACTOROFA ENT ! r Gt4'"1 Revised 10/1/$0 Submit original to Division of Environmental Management and copy to well oune r WELL DATA TABULATION POLLUTION SOURCE MONITORING SITE Facility Name: 7, %drvn County: Pollution Source (lagoon, landfill, etc. JS 1.6 ,F/ Latitude: Permit No•�° J* N Longitude: $ ,gyp 07 Non -Discharge: /0 YV NPDES: A% 4103olb Well Const.. 411h t, 9z �11�r A/an�� DHS: Quad No: Sampled By:.G�J/�,� Draw a diagram on the reverse side of this form showing map location of the site and the location (direction and distance) of each well with respect to the pollution source and to each other. Indicate sampling schedule, parameters and any changes to schedule. GW -51 Revised 8/20/84 Well No. Date Installed Total Depth (ft) Diam. (in) Screen(S)/ Open hole (OH) (ft -ft) Grout Interval (ft -ft) Gravel/Sand Pack Interval (ft -ft) Remarks Draw a diagram on the reverse side of this form showing map location of the site and the location (direction and distance) of each well with respect to the pollution source and to each other. Indicate sampling schedule, parameters and any changes to schedule. GW -51 Revised 8/20/84 i / V • r r _ , r T ater - / / ��a� - •�� � • ,� �•.�•�^ °�P. _ 1977• •• -� Y ,t °�.. Mt JctTldi M12Si1 • � Ji p • r vii d- c' P P e' 626 ud' r!'' 00 d � � yy x �' / _ r --�4 / �, �`�, ��: ��, l 1 924 ,1��q� _•� ._.� ,. �-,� ti.----�"tom.------��- b � y G. .,,` � .� l � ,.-.. i � +.. •532 tl,�r��•�-�.�^s: a rr _ _ 1 . _ -;/ t -�- -•�; .- _ ' _ tires..'__'"_'�.r - -- - -` .. ,qac 1 \ t'" -7 I 5-1,c Cl 6 5 AC 43 8A Q. 17 8 Ar, 1 33 2r 45 5 Ac/ /4,38/ 14 Vit, z� R.CLi Lj 2 5 0-Y 15 64 .25 AC. 13 5 3 2 A c a-l-� k4�, oa* Nd3 Toy sw� 314olf-lo Ir„111, .,,llllllil Department c �'nvtrorimerit. IlcalihNatra! sources Divis.uri`of Er viro11111(`tital Management"J Groundwq(cr Section P.O. Box 27687 - Raleigh, N.C. 27611 WELL ABANDONMENT RECORD � 875 CONTRACTOR 80 Ile t„) Ijell 0 r,,/ 1 t /rJo r - i is 1V. C. REG. NO 1. WELL. LOCATION: (Showa 9ketch of the Icalinn on hack of form.) ` Nearest Town�S'an U C_o/unty __/PU411 (Road, Community, Subdivision, Lot No.) Qua Tr ang a No. 2. OWNER: I� lll'e+ h, s',.,., l�I WELL DIAGRAM: Draw a detalled sketch of P4. 5 vro _off-, the well showing total depth. depth and dia- 3. ADDRESS: "CoV r s C'41 1, N C 2 ' d y-3 meter of screen9 remaining In the well, gravel hiterval, Intervals of casing perforations, and 4. TOPOGRAPHY: draw, slope, hilltop, valley' flat depihs and types of flit materials used. U Pj rad l'a ri +- Q r -e a rn o S e c o rG( S 5. USE OF WELL: Mn n i+Dv ,'"S lJ-ll DATE: =$� T h e 6. TOTAL DEPTI1: 3 -7 _DIAMErER:a h 4o -� ti 7. CASING REMOVED: &-d dla� 8. SEALING MATERIAL: Nat cement 3 bags of cement gals. of water _3A, ' 41 _ Other Type material Amount Sand c,�r. nent bags of cement d lb yds. of sand gals. of water 9. EXPLAIN METHOD EMPLACEMENT OF MA7171ZIiAL. G.J E U a/ W e. i C e rn e _� Q va-oj Ck S n., /! 6/a S il o e l CQ>,., ole �•'o � a e 6/ y 93 I do -hereby certify Clint tills well abandornnrrnt record Is tn.ie and exact. Signature of Contractor orAgent Date 7 9 WELL LOCATION: Draw a location sketch on the reverse of this sheet, showing the direc- tion and distance of the well Io nt least two (2) nearby reference points such as roads, Intersections and streams. Identify roads with State high way road (dentillc tion/numhcrs. P/a qr 4 d see_ 1"i an -/Ae seCohof /l l f 9-1 Submit original to the Division of Environnirnl/iil Iktonagement. one copy to the Driller, and one copy to the owner. __ ,� {� file. ��%9 fa��•A�}' � ma�i"�✓i J IJe /)• There , S q J p,'pe C o�.�ti� roU-No�� n9 4Aic�<. A e_ P'0+e_r_4S P U c- /° '%o -Q - Uv -� O 4 4-% --- 0` pourp-d i C/ 1`A ki -r- 7`e o In cJ y " 0/ w ,,a . e -t-,Ln� eta l 4 n __ a i ,LL NO. COUNTY /i C•¢ % ! l ICa Jar@ ja DATE SAMPLED ALKALINITY, TO pH 4.5 ALKALINITY, ._�r!' 1.Z td-�,-� 3,0 ALKALINITY, TO pH 8.3 ALUMINUM ARSENIC BARIUM BERYLLIUM BICARBONATE CADMIUM CALCIUM CARBONATE CHLORIDE CHROMIUM, TOTAL COBALT COD COLIFORM, FECAL COLIFORM, TOTAL / 0 .4 COPPER CYANIDE DISSOLVED SOLIDS• / �• FLUORIDE HARDNESS CaCo, HARDNESS, NON -CARBONATE IRON LEAD LITHIUM Red Ink = Sample taken by facility COUNTY DATE SAMPLED %4 _r� !%-�2 _g 3-3c,_.93 MBAS MAGNESIUM MANGANESE MERCURY NICKEL NITROGEN, AMMONIA NITROGEN, KJELDARL NITRATE & NITRITE. V. 0& /Vc 3 ORGANIC SCAN PH o- ® 3 PHENOLS PHOSPHORUS, TOTAL POTASSIUM SELENIUM SILVER SODIUM SPECIFIC CONDUCTANCE SULFATE TOC ( UNFILTERED) TOX TSS 3 3 3 7•�/. VOC 1 DL ZINC STATIC GRATER LEVEL Coudt� ICU 7 t ER F JE SAMPLE 3 -rte r� 7 / ...ems tt-1.�� 90 - 3. j 2�.. i' it_ 1 ALKALINITY TO PH 4.5 ALKALINITY, TO PH 8.3 ' ALUMINUM _ 1— ARSENIC ! BARIUM BICARBONATE !CADMIUM CALCIUM CARBONATE CHLORIDE -3.0 .21 CHROMIUM, TOTAL COD } COLIFORM FECAL "2 COLIFORM_ , TOTAL ( -a . ' I -r c- I T, /(Poo COPPER CYANIDE DISSOLVED SOLIDS . OJ rl - ! / �1 O % C? 1:2 l<• 0 L)e 0 FLUORIDE } HARDNESS, CaC0 ` HARDNESS NON -CARBONATE_ IRON LEAD I MBAS MAGNESIUM MANGANESE' MERCURY -- — cou AE SA"1PLEn✓ - 7�� r �i-i�-yv -23-�1 �� 9-9i l>-�1-9r1 �3-'ll '7-,,2 4ITROGEK?. AMMONIA i -� �, . 1 0--2 -�;,4 . < d • / ei 1 ®. d • ! �% • L"", TITRATE & NITRITE - 0, /0 t9'• 3 Z) d / (o a • yd ei Na3 psi A)o 3 d . d IRGANIC SCAN v o a '.s A� D 'HENOLS 'HOSPHORUS, TOTAL 'OTASSIUM , ',ELENIUM IILVER ;ODIUM PECIFIC CONDUCTANCE I UULFATE r 1 1 OC UNFILTERED ;INC 0,7 } 111)s4' 14 0.50 4 Q•, 0�'� C 'a, jM l' q �l 7-P- AL 5�,¢SPc'nlo� I � I E7 ot- .)PIPL£n7 4-INITY (CaCO- To pft 8.3 To pH 4.5 /IfItt lG 3� -8�i , _ _ F/-/z - Al uminum _ : •` _ Arsenic Bicarbonate Cadmium Calcium Carbonate _- Chl ori de Chlorinated Hydrocarbon .�, % �9 - _L�` p 5 . 70 2, p Chromium, dexavalent Chromium, Total COD t . Coliform, Fecal , Coliform, Total7f6D�- Cyanide Dissolved Solids S1 136 /l,v 23.0 4.16 Fluoride Hardness as CaCO Hardness, Non-carbonate Iron Lead- Lithium WAS Magnesium Kanganese r Mercury,KirkpI ;�� iMPLEn ,xogen.. Ammonia -e- ' / vq ED, / L . C-) tr t6 310- w-e—i T,.# e� 'Nitrogen, Kjeldahl - �,312, Nitrate & Nitrite- X35" z L .� Z z- D. 32 Organic Scan pH .. 3 115: 14 Phenols Phosphorus, Total Potassium- Seaeni tan Si lica Silver.. =='' Sodi um Specific.Conductance - Sulfate < Sul fi i* Zinc Barium Copper rot, z. gl 462, AO a te" /U , a / e t V V J I iyP; Jam' w T- IPLU) a 3 (9 � lZe/r8G ! t_ - - ,:AITYCaCO3 To pR 8.3 _ To pH 4.5 '_.. - 1 Al umi n um _ Arseni c 40/0 Bicarbonate Cadmium Q.00Z 1 �D, pD Calcium . Z. Carbonate Chloride 3.0 ` Chlorinated Hydrocarbon - - Chromium, hexavalent Ch rami un, Total DD coo _ Coliform, Fecal Coliform, Total /-1D K a«• »�,�y Cyanide 1 Dissolved Solids 3r6 13.6 i /2g g 35 Fluoride Hardness as CaC0 Hardness, Non -carbonate 1 ro n Lead Lithium WAS Magnesium I Manganese Mercury } /i1Vac(ySan+P/¢�5o sincuirsa•yie gvoplo �� Cocckec�D 3y 1nr8dsiny���El_.-L10 rs esscn/ia/ly 4I sia{icf�cs/� ,MPLEt)(En ,Qogen,- Ammonia p- p.0 �, • fi"�t/,�Z TcD a ti , o 'Nitrogen, Kjeldahl Nitrate & Nitrite- > O • Organic Scan Phenols Phosphorus, Total �• _p r Oz Potassium Seaeni um _ Silica Silver:. Sodi tan Specific -Conductance t Sulfate Sul fi t* Zinc Barium Copper C- R • I l G SATE SAMPLED .It�ITY (CaCO3) To pH 8.3 To ,pH 4.5 9 / `t- - oh3 Aluminum Arsenic Bicarbonate g Cadmium f Q a A 0% 602 0. M2, I A0. D/ Calcicam �, 23 0.3� -� >; � b d, Z Carbonate Chloride Chlorinated Hydrocarbon Chromium.,Hexavalent Chromium, Tota? COD .Coliform, Fecal Coliform., Tota? Cyanide Dissolved solids '192 A® 2V zz Fluoride �D. ! G �• '��: ' Hardness as CaCO3 Hardness, kaon Carbona*e Iron 6.0 li Lead � Li uhium x4- 0 S- LA6J`r T HBAS Magnes i ur'r PAGt 2, Z (Continued) r COTRi"- ",ez c. SAMPLED Nitrogen, Ammonia 0 6 W, 1612.319S zc Nitrogen, Kjeldahl - 9 a.© Pg A.3 . 3 Nitrate & Nitrite ed 3 :N,7nrCt .D ""'k-7,4azz. ` Organic Scan pH Phenols Phosphorus, Total i Q,OJ�bq Potassium Selenium D Silica ,3 - Si l'ver i Sodium 1, Y, 0.Ib Specific Conductance ��� a� - Sulfate Sulfite Zinc �.tc�.C. l S•�.3 �.S"9 1 Inc, 1925 MAYOR Gregory N. Morrow 704-248-1777 April 30, 1993 Town of Alexander Mills 58 South Broadway Forest City, North Carolina 28043 Ann Rumbel NCDEHNR 59 Woodfin Place Asheville, North Carolina CLERK Nancy B. Bradshaw 704-245-5711 r %r� Dear Ann, The results of the TOC test were not accurate because the container was not the appropiate one. After the conversation by phone April 26, 1993, you said it would be ok to send the new test in late. I will retest on April 27, 1993 for TOC and it maybe two weeks before I recieve the results. The end of May will be the last time we will be using Smith's )Farm site for sludge application. This will be the last monitoring well list needed and Kay Dechant will send me the abondonment procedures for the two monitoring well. The new sludge site at the Town of Alexnader Mills does not have monitoring wells. This new site will start to be used at the end of May, 1993. May 3, 1993 I talked to Bill Smith about the abondonment of his farm as a sludge application site. He indicated that he did not want the wells cemented up and wanted to continue to have the site available for others to use as a sludge application site. What regulations are necessary for him to continue using the farm for applicaton of sludge? Jim Reid has been made aware of this problem. If there are any questions, please call me at 704-245-2971. Sincerely, Charles W;sner` WWTPO PRINTED ON RECYCLED PAPER FMAY2a1993 m m L r. co DSO=81220 c� - a or o� I% 33�33�p3333p3�3 003 la'aV0�Sla�SlSlaNla 9 9a WI T Z 0 0 3 P o 00 z. REPORT OF ANALYSES ALEXANDER MILLS 58 SOUTH BROADWAY FOREST CITY, NC 28043- Attn: CHARLES WEISNER DATE: 04/21/93 SAMPLE NUMBER- 17971 SAMPLE ID- ALEX.DWN GRAD. DATE SAMPLED- 03/30/93 TIME SAMPLED- 1307 SAMPLER- CHARLES DATE RECEIVED- 03/31/93 TIME RECEIVED- 1130 DELIVERED BY- UPS RECEIVED BY- MLS Page 1 of 1 ANALYSIS PH, LAB TOTAL SUSPENDED SOLIDS AMMONIA NITROGEN TOTAL DISSOLVED SOLIDS NITRATE TOC=<1.0 MG/L . ANALYSIS METHOD DATE TIKE BY RESULT UNITS EPA 150.1 04/01/93 1200 MPE 5.7 std units EPA 160.2 04/02/93 1000 Y D R 0 L 0 G I C Q.1 mg/l EPA160.1 REPORT OF ANALYSES ALEXANDER MILLS 58 SOUTH BROADWAY FOREST CITY, NC 28043- Attn: CHARLES WEISNER DATE: 04/21/93 SAMPLE NUMBER- 17971 SAMPLE ID- ALEX.DWN GRAD. DATE SAMPLED- 03/30/93 TIME SAMPLED- 1307 SAMPLER- CHARLES DATE RECEIVED- 03/31/93 TIME RECEIVED- 1130 DELIVERED BY- UPS RECEIVED BY- MLS Page 1 of 1 ANALYSIS PH, LAB TOTAL SUSPENDED SOLIDS AMMONIA NITROGEN TOTAL DISSOLVED SOLIDS NITRATE TOC=<1.0 MG/L . ANALYSIS METHOD DATE TIKE BY RESULT UNITS EPA 150.1 04/01/93 1200 MPE 5.7 std units EPA 160.2 04/02/93 1000 MPE 51.0 mg/l EPA 350.3 04/01/93 830 MGN Q.1 mg/l EPA160.1 04/01/93 1500 MPE 18:0 mg/l EPA 352.1 04/01/93 1700 APT <0.10 mg/l LABORATORY DIRECTOR P.O. BOX 18029/ ASHEVILLE, NC 28814-0029/ 122 LYMAN STREET/ ASHEVILLE, NC 2880-4372 / (704) 254-5169/ FAX: (704) 252.9711 /TOLL FREE: 1-800-231-8889 REPORT OF ANALYSES ALEXANDER HILLS 58 SOUTH BROADWAY DATE: 04/21/93 FOREST CITY, NC 28043- Y D R 0� 0 SAMPLE NUMBER- 17970 SAMPLE ID- ALEX.UPGRADIENT DATE SAMPLED- 03/30/93 TIME SAMPLED- 1230 SAMPLER- CHARLES DATE RECEIVED- 03/31/93 REPORT OF ANALYSES ALEXANDER HILLS 58 SOUTH BROADWAY DATE: 04/21/93 FOREST CITY, NC 28043- Attn: CHARLES WEISNER SAMPLE NUMBER- 17970 SAMPLE ID- ALEX.UPGRADIENT DATE SAMPLED- 03/30/93 TIME SAMPLED- 1230 SAMPLER- CHARLES DATE RECEIVED- 03/31/93 TIME RECEIVED- 1130 DELIVERED BY- UPS RECEIVED BY- MLS Page i of 1 ANALYSIS ANALYSIS METHOD DATE TINE BY RESULT UNITS PH, LAB EPA 150.1 04/01/93 1200 HPE 6.1 std units TOTAL SUSPENDED SOLIDS EPA 160.2 04/02/93 1000 MPE 8.0 mg/l AMMONIA NITROGEN EPA 350.3 04/01/93 830 HON Q.1 mg/l TOTAL DISSOLVED SOLIDS EPA160.1 04/01/93 1500 HPE 46.0 mg/l NITRATE EPA 352.1 04/01/93 1700 APT 2.15 mg/l TOC=42.4 HG/L LABORATORY DIRECTOR P.O. BOX 18029 /ASHEVILLE, NC 28814-0029/ 122 LYMAN STREET/ ASHEVILLE, NC 2880-4372/ (704) 254-5169/ FAX: (704) 252.9711 /TOLL FREE: 1.800.231.8889 Piedmont Laboratories Inc. PO Box 3548 702 North Morgan Street Shelby, NC 28150 Town of Alexander Mille 58 S. Broadway Forest City. NC 28043 Charles Wiesner 4/2/93 Sample ID/Location Parameter Results 1K Sample& 3/30/93 UP Total coliforms < 20/100al DOWN Total coliforms < 20/100al Respectfully Submitted, Annette McMurray Piedmont Laboratories Inc. NC 8 307 SC 8 99041 70-9"V�I� Total Organic [YI H'( 13, - 17 : 16 t. -I 0 . 01. HydroWgic-AgbOville 33-100 4301 Monitarirg Will Up Grad 4/28/93 IIT F —rs ga -t�� 415,1 Mcj/i. 1.0 2.2 BDL WOW Sande IX4t6�,tlOn TM't SCOL mswple vetAction Limit Con"WLctzt 1 Ca HY&OL4;g,i0_AsIWil1e P1031.100 4301 MonitL'irV Wo11 Up GrAd. 4/28/83 BDL - Below Sande Wt4 ttian Unit t ypL m Sarple Vttection Limit 2.2 A cn> r or - 3 3 m a' 0 3C� X CD o r No m CDO 3 — c S 0 oocn c� �p CCD_ CD DEE l oo C-) SD 0 cB cD U U) O Q =3_5 n� c O o N cn � � a CD CQ C CD w m 3o N D Z v n c m N v� CD a0 -o C =rN a � aQ=�n'z 2200 > CD CD � n' Q- cD3 Z3 sy m CD Q 0 O z -n-n O o m app. .-+ s s � C n SIN N Q 'g. N 0 33=43333333c=33333333333Cc3 003 cn cn o cn cn cn cn cn (n (n r.,: (a 3 310 ZKK;r,,mmooR F>TZZ �� =r o m �w�c��Dc�zZ dam ,� --c33cuw0O 3UW) PD '3 zz 0 s 333333333333333 cn cn ca (a (a co ca cn ca cn cn cn cn ca cn O O (CD =3� z mCD h 0 C C C 3 3 3 Al CQ cn cn cn cQ cn rp�7�.z w m� m m m cn> r or - 3 3 ZcTN•�� a' 0 3C� o CD o r No a 3 — c S 0 oocn c� �p DEE l oo C-) SD 0 cB cD U Q y Q =3_5 n� c cn � � a CD K * w a � 3o N 09 ti O 10 r CD OLo A w 0 a z 0 0 m w w CD Z cn 0 Gll 1 n Q Iz Q Z N CD m m 0m rom -0O C vmoa ��(n M Q D r � CD m m w mm c o 7p 0 m n v REPORT OF ANALYSES ALEXANDER HILLS 58 SOUTH BROADWAY FOREST CITY, NG 28043- Attn: CHARLES WEISNER PROJECT NAME: ALEXANDER MILLS DATE: 12114/92 SAMPLE NUMBER- 13708 SAMPLE ID- ALEX.L)WN GRADE. DATE SAMPLED- 11/23/92 TIME SAMPLED- 1359 SAMPLER - DATE RECEIVED- 11/24/92 TIME RECEIVED- 1230 DELIVERED BY- UPS, RECEIVED BY- MLS Page I of I . P.O. BOX 18029 /ASHEVILLE, N( 28814 / 122 LYMAN STREET/ ASHEVILLE, NC 28801 / (704) 254.5169 /FAX: (704) 252-9711 / TOLL FREE: 1-800-231-8889 ANALYSIS ANALYSIS METHOD DATE TIME BY RESULT UNITS PH, LAB EPA 150.1 11/23/92 MN 5.4 std units TOTAL SUSPENDED SOLIDS EPA 160.2 11127192 1200 MPP 37,0 mg/1 AMMONIA NITROGEN EPA 350.3 12/01/92 MON 0,21 mg/1 TOTAL DISSOLVED SOLIDS EPA160.1 11/25/132 MPE 25.0 fng/i NITRATE EPA 352.1 11/25/92 1800 APT 0.14 mg/1 TOTAL ORGANIC CARBON 12/11/92 cen 6.4 mg/1 LABORATORY DIRECTOR . P.O. BOX 18029 /ASHEVILLE, N( 28814 / 122 LYMAN STREET/ ASHEVILLE, NC 28801 / (704) 254.5169 /FAX: (704) 252-9711 / TOLL FREE: 1-800-231-8889 Y D R 0 L 0 G I C I N C COMPANY NAM: CoMPANX fir: HYDROLOGIC' PRQ= MNBER: HYDROLOGIC SAMPLE NUMBER: SAMPTE IDENTIFICATICN: DATE EXTRACTED DATE/TIME ANALYZED: Hydrologic -Asheville, Inc Alexander FL920168 10556 Downgradient 11/22/92 N/A 11/30/92 rL-r M EPA 502.2 ANALYSIS CAS NO. SDL RESULT ( ug/1) ( ug/1) Benzene 71-43-2 0.5 BDL Brambenzene 108-86-1 0.5 BDL Branochloranethane 74-97-5 0.5 BDL Bramodichloranethane 75-27-4 0.5 BDL Branoform 75-25-2 0.5 BDL Brancmnethane 74-83-9 0.5 BDL n-Butylbenzene 104-51-8 0.5 BDL sec-Butylbenzene 135-98-8 0.5 BDL tert-Butylbenzene 98-06-6 0.5 BDL Carbon tetrachloride 56-23-5 0.5 BDL Chlorobenzene 108-90-7 0.5 BDL Chloroethane 75-00-3 0.5 BDL Chloroform 67-66-3 0.5 BDL Chloranethane 74-87-3 0.5 BDL 2-Chlorotoluene 95-45-8 0.5 BDL 4-Chlorotoluene 106-43-4 0.5 BDL Dibranochloranethane 124-48-1 0.5 BDL 10,2-Dibrano-3-chloropropane 96-12-8 0.5 BDL 1, 2 -Di bramcmethane (EDB) 106-93-4 0.5 BDL Dibrc :ethane 74-95-3 0.5 BDL 1,2 -Dichlorobenzene 95-50-1 0.5 BDL 1,3 -Dichlorobenzene 541-73-1 0.5 BDL 1014 -Dichlorobenzene 106-46-7 0.5 BDL Dichlorodfluoranethane 75-71-8 0.5 BDL 101-Dichloroethane 75-34-3 0.5 BDL 1003 Twilight Trail - Frankfort, Ky. 40601 - (502) 223-0251 • FAX: (502) 227-9451 • Toll Free: 1-800-728-2251 Y D R 0 L 0 G I C Page 2 continued COMPANY NAME: Hydrologic -Asheville, Inc COMPANY PRDJECT: Alexander HYDROLOGIC PROJECT NUMBER: FL920168 HYDROLOGIC SAMPLE NUMBER: 10556 SAMPLE IDENTIFICATION: Downgradent DATE SAMPLED: 11/22/92 MWM EPA 502.2 ANALYSIS CAS NO. SDL RESULT ( ug/1) ( ug/l) 1,2-Dichloroethane 107-06-2 0.5 BDL 1,1-Dichloroethene 75-35-4 0.5 BDL cis-1,2-Dichloroethene 156-59-4 0.5 BDL trans-1,2-Dichloroethene 156-60-5 0.5 BDL 112-Dichlorcprcpane 78-87-5 0.5 BDL 113-Dichlorcpropane 142-28-9 0.5 BDL 2,2-Dichl.oropropane 590-20-7 0.5 BDL 1,1-Dichloropropene 563-58-6 0.5 BDL cis-1,3-Dichloropropene 10061-01-5 0.5 BDL trans-1,3-Dichloropropene 10061-02-6 0.5 BDL Ethylbenzene 100-41-4 0.5 BDL Hexachlorobutadiene 87-68-3 0.5 BDL Isaprcpylbenzene 98-82-8 0.5 BDL p-Isoprcpyltoluene 99-87-6 0.5 BDL Methylene Chloride 75-09-2 0.5 BDL Naphthalene 91-20-3 0.5 BDL n-Propylbenzene 103-65-1 0.5 BDL Styrene 100-42-5 0.5 BDL 111,112 -Tetrachloroethane 630-20-6 0.5 BDL 1,1,2,2 -Tetrachloroethane 79-34-5 0.5 BDL Tetrachloroethee 127-18-4 0.5 BDL Toluene 108-88-3 0.5 BDL 1,2,3-Trichlorobenzene 87-61-6 0.5 BDL 1,2,4-Trichlorobenzene 120-82-1 0.5 BDL I N C 0 1003 Twilight Trail - Frankfort, Ky. 40601 . (502) 223-0251 • FAX: (502) 227.9451 • Toll Free: 1.800-728-2251 Y D R 0 L 0 G I C; I N C Page 3 continued CCMPANY NAME: Hydrologic -Asheville, Inc COMPANY PROJECT: Alexander HYDROLOGIC PROJECT NUMBER: FL920168 HYDROLOGIC SAMPLE NUMBER: 10556 SAMPLE IDENTIFICATION: Downgradent DATE SAMPLED: 11/22/92 METHOD EPA 502.2 ANALYSIS CAS NO. SDL RESULT ( ug/1) ( ug/1) 1,1,1 -Trichloroethane 71-55-6 0.5 BDL 1,1,2 -Trichloroethane 79-00-5 0.5 BDL Trichloroethene 79-01-6 0.5 BDL Trichlorofluorarethane 75-69-4 0.5 BDL 1,2,3-Trichlorgpropane 96-18-4 0.5 BDL 1,2,4-Trimethylbenzene 95-63.6 0.5 BDL 1,3,5- Timethylbenzene 108-67-8 0.5 BDL Vinyl Chloride 75-01-4 0.5 BDL Xylenes (total) 1330-20-7 0.5 BDL BDL = Below Sample Detection Limit SDL = Sample Detection Limit COMMENTS: :M 1003 Twilight Trail - Frankfort, Ky. 40601 (502) 223-0251 FAX: (502) 227-9451 • Toll Free: 1-800-728-2251 r w cr 0 0 3 3 CD D F v CD 2 0 _� Cn CD r- 0 o C: n (� -a o SU r ° 70 0 C_ 3 < A 1 o p (� O� 0 Eo 000nnDMnDD'a 0 m d D W cis D' cn o _1 N Z C(Dm° Nm D" -I-10.0nnW w "� _ °�� m 0 =r =r A)a o w 5F�= cr c 00 D cn 2-000 OO D Z 0-9 D 00 � s m � 0 +T o(D m m -< 00 c O +T Fu � -°a a rn Q a� ���CDa..�w� 3.a z �'o 0 � ,=O 00 °. EM2 �o c (D o r-_, °mow G O N (D , 0 O 0 O 'O w Ca 9 S W w O O0(=D Oaw '-a-0 (=D O 0 TI-nLn0 u' O fn (D - p. 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Parameter Upgradient Downgradient 002 Nitrate 1.00 mg/l 0.16 mg/l Total Dissolved Solids 53.0 mg/1 21.0 mg/l PH 6.33 units 6.04 units Ammonia Nitrogen < 0.1 mg/1 < 0.1 mg/1 Total Organic Carbon 0.62 mg/I < 0.5 mg/l Total Coliform < 2 col/100 ml < 2 col/100 MI Fecal Coliform < 2 C01/100 ml < 2 col/100 ml EPA 502.2 see attached see attached Total Suspended Solids not analyzed due to laboratory error Samples Collected: 11/21,22/91 Samples Received : 11/22,23/91 Samples Analyzed -r- 1 !1 2-105/91 Certified (y; r�r 0 0 N c� CD Ch `O U —I —1 cA cn -u a. ) DC7 —I -o p z n —L�o��oC�..o oop > 0' c� � m 3 0 O Q rnz -n-n W Q- 0 � co N 33=333333353 003 cc cQ o ca ca cQ ca ca c0 co , , ca 3 3, zKK�=TooRoF>-Ozz � � � o cD o (D a2 -OO C o^Z E.m �3 a3.2 Z 3.c3�y?ON �c3 w� CD 3 o3 3 zz 333333333333333 c0 co cQ cQ cc c0 c0 cQ c0 cQ cQ cQ c0 c0 c0 o 1D m c c c cC2 ca ca (� ( D (� � Z h , �.Nrz 0 (n 3 o m C " N - Q CDe e i A 1 333 cQ cQ cc cCD c�D— C*DD — y can p r 0 w R W-5- o m o_ 3 c4 3 aZ vc 9, o cr N 0 m o o cn N' � N � � o 3 a r cQ cn c m cn DC'C4 > = \ 0 n SC -DA N N -`1 0 D� �Z CB ER m m � m m m �o M �O C voo= U)moco y. m r � CD m m w m c v z m G) 122 Lyman Street • P.O. Box 18029 • Asheville, North Carolina 28814-0029 • 704/254-5169 December 30, 1991 TC)wh--of Alexander Mills RE: Downgradient 58 South Broadway Forest City, NC 28403 Results of analysis of your water are listed below. Parameter Units *MCL *Results Parameter Units *MCL Results Comments Aluminum mg/ I Nitrate mg/ l 10.0 Date Samples Collected: 11/21/91 Date Received: 11/22/91 Arsenic mg/ 1 0.05 Nitrate -Nitrite mg/ I Barium mg/ 1 1.0 Phenol u / I Cadmium mg/ 1 0.010 Phos ate m II Calcium mg/ I Phosphorus mg/ l Date Sample Analyzed 11/22/91 to 12/( Chromium m ll 0.05 1 Selenium mg/ 1 0.01 Color Silver mg/ I 0.05 Copper mg/ I Sodium mg/ I Date Reported 12/30/91 Cyanide mg/ I Turbidity NTU Flouride mg/ I Zinc mg/ I 1 Iron mg/ 1 0.3 _ CorrosivityAnalyst B.. David Little Lead mg/ 1 0.05 Hardness Manganese mg; 1 0.05 Total Coliform o L 100ml I 2 Magnesium mg/ I TDS 21.0 d by �J Mercury mg/1 0.002 Satugration Index Molybdenum M.B.A.S. (Detergents) mg/ I mg/ I _ Alkalinity Ortho Phosphate mg/ I mg/ I Nickel ---mg/ Beryllium Thalium I mg/ I mg/ I j Fecal Coli TOC TSS I 2 < 0.5 * This analysis was not performed. If you have any questions, or if we can be of further service, please let us know. �j JAN 2 7 �gg2 C )5/91 December 17, 1991 HydroLogic, Inc. 122 Lyman Street Asheville, NC ?8801 LABORATORY RESULTS CONTROL #: 6339 RECEIVED 12./04/91 ANALYZED 12/05/91 SAMPLED 11/26/91 METHOD 502.2 PARAMETER BENZENE BROMOBENZENE BROMODICHLOROMETHANE BROMODICHLOROMETHANE BROMOFORM BROMOMETHANE n-BUTYLBENZENE sec-BUTYLBENZENE tert-BUTYLBENZENE CARBON TETRACHLORIDE CHLOROBENZENE CHLOROETHANE CHLOROFORM CHLOROMETHANE SAMPLE IDs ALEX MILLS—DOWN MATRIX : WATER METHOD : 502.2 AMOUNT UNITS ND<0.009 ug/L ND<0.006 /e ND<0.01 if ND<0.02 ND< 1.6 ND< 1.1 ND<0.02 ND<0.02 ND<0.06 ND<0.01 ND<0.003 11 ND<0. 1 ND<0.02 ND<s03 P.O. Sox 4204 • 1003 Twilight Trail • Frankfort, Ky 40604 9 (502) 223-0251 Work • (502) 223-0454 Mobile #6339 PARAMETER AMOUNT UNITS 2—CHLOROTOLUENE ND<0.01 ug/L 4—CHLOROTOLUENE ND<0.01 it DIBROMOCHLOROMETHANE ND<0.03 of 1,2—DIBROMO-3—CHLOROPROPANE ND< 3.0 to 1,2—DIBROMOETHANE ND<0.8 11 DIBROMOMETHANE ND< 2.2 it 1,2—DICHLOROBENZENE ND<0.02 to 1,3—DICHLOROBENZENE ND<0.02 of 1,4—DICHLOROBENZENE ND<0.007 „ DICHLORODIFLUOROMETHANE ND<.05 „ 1,1—DICHLOROETHANE ND<0.07 it 1,2—DICHLOROETHANE ND<0.03 It 1,1—DICHLOROETHENE ND<0.07 of cis-1,2—DICHLOROETHENE ND<0.02 it trans-1,2—DICHLOROETHENE ND<0.05 „ 1,2—DICHLOROPROPANE ND<0.006 n 1,3—DICHLOROPROPANE ND<0.03 of 2,2—DICHLOROPROPANE ND<0.05 it 1,1—DICHLOROPROPENE ND<0.02 to ETHYLBENZENE ND<0.005 HEXACHLOROBUTADIENE ND<0.02 ISOPROPYLBENZENE ND<0.05 of P—ISOPROPYLTOLUENE ND<0.01 ., METHYLENE CHLORIDE ND<0.02 NAPHTHALENE z:D<0 .06 vv #6339 PARAMETER A14OUNT UNITS n—PROPYLBENZENE ND<0.004 ug/L STYRENE ND<0.01 Eb 1,1,1,2—TETRACHLOROETHANE ND<0.005 1,1,2,2—TETRACHLOROETHANE ND<0.01 TETRACHLOROETHENE ND<0.04 TOLUENE ND<O.,Ol 1,2,3—TRICHLOROBENZENE ND<0.03 1,2,4—TRICHLOROBENZENE ND<0.03 1,1,1—TRICHLOROETHANE ND<0.03 Pp 1,1,2—TRICHLOROETHANE ND<0.03 f7 TRICHLOROETHENE ND<O.Oi TRICHLOROFLUOROMETHANE ND<0.03 1,2,3—TRICHLOROPROPANE ND<0.4 1,2,4—TRIMETHYLBENZENE ND<0.05 1,3,5—TRIMETHYLBENZENE ND<0.004 It VINYL CHLORIDE ND<.02 'I O—XYLENE ND<0.02 as m—XYLENE ND<,,).Ol P—XYLENE ND<0.01 Vi f REVIEWED BY n m o(nco nn-,•!Sv PRO 52 00 ZOOID CD -n T1 �0 33�3333333�3 0000 33 F�Vj �'92'9v!gzz CD ° o e ° �CD c' c�� ��' �i �bo ZZ su 3��c'� CcHc"OO �. 3 �? _I c' 3 w N. 3 °,� 1 �zz 333333333333333 P o� irl IN 333 o n 0 a z m Zo C cD v c I � a Q, _I 12 to co { f Y1c°� F � FTS Client: Alexander Mills Sample date: 07/29/91 Sample Id.#: JL 512 Date received: 07/30/91 Reference: Downgradient Monitoring Well Date complete: 08/05/91 Results of the analysis of your sample is summarized below. Dissolved solids (mg/1): ........... 42.0 Iron (mg/1): Volatile suspended residue (mg/1).: Lead (mg/1): Volatile total residue (mg/1): Magnesium (mg/1): Total suspended residue (mg/1): .... 0.8 Manganese (mg/1): Total residue (mg/1): Mercury (mg/1): Settleable solids (ml/1): Molybdenum (mg/1): pH (standard units): ............... B.O.D. (mg/1): 5.09 Nickel (mg/1): C.O.D. (mg/1): Selenium (mg/1): Silver (mg/1): Fecal coliform (colonies/100 ml): Sodium (mg/1): Total coliform (colonies/100 m1): .. 23 Thallium (mg/1): Ammonia nitrogen (mg/1): ........... 0.8 Tin (mg/1): Total nitrogen (mg/1): Zinc (mg/1): Nitrate nitrogen (mg/1): ........... 0.25 Phenol (ug/1): Nitrite nitrogen (mg/1): Cyanide (mg/1): Total Kjeldahl nitrogen (mg/1): M.B.A.S. (mg/1): Total phosphorus (mg/1): Orthophosphate (mg/1): Oil & grease (mg/1): Organic phosphorus (mg/1): Flouride (mg/1): Turbidity (NTU): Phosphate (mg/1): Color (A.P.H.A.): Aluminium (mg/1): Hardness (mg/1): Arsenic (mg/1): Alkalinity (mg/1): Barium (mg/1): Corrosivity: Beryllium (mg/1): Chloride (mg/1): Cadmium (mg/1): Acidity (mg/1): Calcium (mg/1): Sulfate (mg/1): Chromium (mg/1): Sulfide (mg/1): Cobalt (mg/1): Temperature: Copper (mg/1): T.O.C. (mg/1): ...... 0.035* If you have any questions, or we can be of further assistance, feel free to call. B. David Lytle, Vice President -Laboratory Services *Analysis performed by Oxford Laboratories, Inc. 122 Lyman Street 9 P.O. Box 18029 • Asheville, North Carolina 28814-0029 0 704/254-51FO O 3 3 fD IN -41 �j "N l� I J1, z K r— -n I I I c) 0 I I I > 00 j 3 :c m cr =7 co '0 w > 0 c m 2. aw 2. 0 0 > > W --lox z z 0 CEDJmm CL 0 zo 10 a - ; ; 0 0 0 0 C) > CO 0 > > o", 0 0 0 0 0 C) co 0y. O O. m 0 m o o 0 0 0 0 0 0 IDO ; ZT 0 CD M c. 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C� w W w 9 Y Gi ro i i t t t t ` O N Tn '.� w r' ' m N 't (•1 o- ("� a' C'1 w <7 w. Ud w '.i . r N w w b7 o $0. m rt w F. ow m m o w ate• C m m a r• ao d .�• n p o 8 m w w z n n m G w m W G m 9 Y• w G w m C• C d N m B C K C~ F~'' 3 3 v rG7 b. m z z F ro ro ro ro ro ro ro ro ro ro ro ro >o ro ro ro rt .. m 3 r= O O o 0 0 0 0 v O O o 0 0 0 o O Cme O r F, O Y O F. Y Y Y Y O Y Y Y '' �z 10 O O 10 0 lD r 10 0 0 O O ID 0 Y O mY W l0 .4 N In N W O F 4. W N Y-. O O v A " r C. In O lD l0 O+ Ln o O ON O O In lr In Na (7, In r tz µ 3 �N O p CD 7 G G 5 G B G G G G G G IIp90� G30 r r r Y Y r31) r Y N rt m y 9 Ot7 'd `l.. 7C +� H H n 0 n td b rt w x w G o' 0 0 0 0 r ' '0 -w 't O D.. p- W M : o M o .� d m w m n w m a *0t G + e n w m 14 V cm rt H to m 0 µ y m :3 w Y m K o:.H z: µ. W w m D. : rt K- P. rt r Y - 0r N 9 'j�7, ' O N 00 � \ 9 m... C O m v .mG.. Uy0 W d a ld za d. d n d O ' b M m d k 'i,' w - ry b 0 0 " O 0 0 O 0 O 0 O 0 O w N o O" w W Y W Y o O 0 O W O D\ m W w a, N a, O ID CD 00 In O H Y- W 4.1 W Y A F O. r W N ID O V+ i O• Y O iC f 9 9 El H C \ 2 9 \ �6 K.s $TAS q State of North Carolina Department of Natural Resources and Community Development Asheville Regional Office James G. Martin, Governor David R. Spain S. Thomas Rhodes, Secretary Regional Manager DIVISION OF ENVIRONMENTALMANAGEMENT GROUNDWATER SECTION June 15, 1988 '-Ir. Mike Wall Wastewater Treatment Plant Operator Town of Alexander Mills 53 S. Broadway Forest City, worth Carolina 28043 July Sampling of Monitor Wells Town of Alexander Mills Rutherford County, North Carolina Subject Dear Mr. Wall: We have reviewed the results from the Compliance `Ionitoiing Report sampled March 15, 1988, for well no. Q78u2. The concentration of TOC in this well is unusually high. When you sample the well in July, we would like to split a sample with you. I will contact you within the next two weeks to arrange a time to take the sample. Please contact Don Link or me at 704-251-6208, if you have any comments or questions. Sincerely Milton E. Ussery, Jr. Hydrogeological Tec nician MEU:ar C(-,: Bob Cheek Jim Reid Interchange Building, 59 Woodfn Place, P.O. Box 370, Asheville, N.C. 288020370 • Telephone 704-251-6208 An Equal Opportunity Affirmative Action Employer --, DIVISION OF ENVIRONMENTAL MANAGEMENT GROUNDWATER SECTION April 16, 1986 MEMORANDUM TO: Arthur Mouberry THROUGH: Bob Cheek FROM: Len Bramble SUBJECT: Non -Discharge Permit Application Review Land Application of Sludge Town of Alexander Mills Rutherford County APN007249/GW8648 (Don Safrit: DEM BERG Review Engineer) The Groundwater Section has reviewed the subject permit application and have no objections to the proposed project giv- en the following recommended conditions: (1) Within 90 days of permit issuance, one upgradient monitor well should be installed to monitor background groundwater quality. The location and construction details for this well should be by approval of the Asheville Regional Office, from which a well construction permit must be obtained. (2) The new upgradient and existing downgradient monitor wells should be sampled every March, July, and November for the following parameters: NO ToLl Ammonia TDS Water Levels Orthophosphate pH TOC Chloride Total Coliforms The measurement of water level should be made prior to sampling for the remaining parameters. (3) Any additional groundwater quality monitoring, as deemed necessary by the Department, shall be provided. LB/ls/414D.;` cc: Roy Davis/Don Link Central Files Permit Issuance Files Westorrr Regiora! Offkte, Asheyi(Je, NOrth Carolirw :.rLINA DEPARTMENT OF NATURAL RESOURCED COMMUNITY DEVELOPMENT VISION OF ENVIRONMENTAL MANAGEMENT, - Gly 1NDWATER SECTION P.O. BOX 27687 - RALEIGH,N.C.-27611, PHONE (919)-733-5083 - WELL CONSTRUCTION RECORD FOR OFFICE USE ONLY d ta'L _ . Quad. No. � Serial No. -,.4 Lat. 3 52' 4 5-7 Long. 8/ 5`C 0 � Miour Basin Basin Code Header Ent. GW -1 Ent— DRILLING CONTRACTOR Ballew DRILLER REGISTRATION NUMBER 557 STATE WELL CONSTRUCTIONPERMIT NUMBER: 1. WELL LOCATION: (Show sketch of the location below) Nearest Town: Alexander mills County: Rutherford (Road, Community, or Subdivision and Lot No.) 2. OWNER Town of Alexander mills ADDRESS Street or Route No. City or Town State Zip Code 3. DATE DRILLED 08-25-86 USE OF WELL MM tor- 4. TOTAL DEPTH 37 CUTTINGS COLLECTED ❑ Yes ff] No 5. DOES WELL REPLACE EXISTING WELL? ❑ Yes ®No 6. STATIC WATER LEVEL: 30 FT. ❑ above TOP OF CASING, eg KI below TOP OF CASING IS %'s'1r FT, ABOVE LAND SURFACE. 7. YIELD (gpm): METHOD OF TEST 8. WATER ZONES (depth): 30 ft. 9. CHLORINATION: 10. CASING: From 0 From From 11. GROUT: Type Amount Depth DRILLING LOG From To Formation Description 0 - 5 clay 5 - 15 damp loamy soil 15-"22 sandstone 22 - 30 sandy soil (dry) 30 - 34 34 - 37 wet soil (sandy) hard sandstone L- C E I V E Groundwater Section s tevilie Regional Office -- Wall Thickness If additional space is needed use back of forret. Depth ,. _ Diameter or Weight/Ft. Material LOCATION SKETCH _ To 37 Ft. 2 SCK -40 loured (Show direction and distance from at least two „State Roads, _ To Ft. or other map reference points) - To Ft. Method P=E d m s Depth Material From 0To 25 Ft. 2&1 From To Ft. 12. SCREEN From 27 From From 13. GRAVEL PACK: Depth Diameter Slot Size Material -To 37 Ft. 2 in. 132 in. _ To Ft. in. in. _ To Ft. in. _ in. Depth From 37 To 26 From 26 To 25 14. REMARKS: Size Material Ft. chat -washed Ft. volclay I DO HEREBY CERTIFY THAT THIS WELL WAS CO RUCTED I CCORDANCE WITH 15 NCAC 2C, WEL CONS UCTION R¢ STANDARDS, AND THAT A COPY OF THIS RECOfBN P E TH ELL OWNER, r i SIG ATU ONTRACTOR OR AGENT DA E GW -1 Revised 11/84 Submit original to Division of Environmental Management and copy to well owner. 1�u1 111 I Ullll.,i Department oF�Environment, dlc�1lih &-Natur- esources Dlvt ...Jn or Fnvironntentai• Managemet-t-��,' Groundwaler Section P.O. Box 27687 - Raleigh. N.C. 27611 WELL ABANDONMENT RECORD CONI RACTORgo-yew kjflla 97 s"z r. 11,t4r� ♦-� N -C. REG. NO. g 1. WELL LOCATION: (Shown ketch of the locntintl nn hack of roar].) Nearest Town:—s 1 u 11 PrQ V I �eh C e C ky r C k Rd. �4 � County (Road. Community, Subdivision, IJ)I No— -.l Qua( rang a No. 2. OWNER: V ► WELL DIAGRAM: Draw a detailed sketch of R}' S ro t e� e e vrc -� the well showing tofal depth, depth and dia- 3. ADDRESS: Forel f C I -:e /VC, ZF47t3 racier of screens remaining in file well. gravel SMaJ� Interval, Intervals of cnsirtg perforallons, and 4. TOPOGRAPHY: : draw, slope, 11111(op. valley fl;al depths and types of (ill materials used. J7bWh S'r4Gi: q., 5. USE OF WELL:T i'1 o -r -e / S DATE: /Z Q re. np 1^e co roI J' 6. TOTAL DEM I: S /DIAMEI-ER:".� �' Q f ti i.J Q She w a TLe i req ryf e 7. CASING REMOVED: Led dlanl t r Co h S4rvc.1-1101-1 d 8. SEALING MATERIAL: Neat-- cem-ent 1 3 Sand Cement bags of cement `� bags of cement a Ib 4v gals. of water yds. of sand gals. of water MOr7r 7-o✓1*9lq wail G1 S�Vel e- aJJ/OP/.'CA Oh Ttiere S 0. a Sch y0 PVC- 11:p -r- 0 U 1- o:p-rOU1- d IP ►'Odt�� 4 S/ab drovhcf r'f abode `Iype material �,7 ��� w. e fie✓ q h Amount �0 9. EXPLAIN METHOD EMPI.ACrM1 NT OF MA'1'F,ItIAt,. Gvr' I, weT I do hereby certify dial tilts well abandrni]ncnt record is irt]e and exact. Signature of Contractor oMAgent ll U�� Date WELL LOCATION: Draw a locatlon sketch on the reverse of this sheet. showing the direc- tion and distance of the well to ;it least two (2) nearby reference points such as roads, intersecllnhq and streams. identify roads with State 111gh WAY road Id nliflcatlon nnrlthcrs. /o/AaS a a 4L e.. ir, q� o ►� Submit orfgInal to the Division of Environmental �Tsu]agement. one copy to the Driller, and one copy to the owner. GW -30 Revised 3/8/90 . 2 1 1994 rRt)tltJgvJAT�H SECT!tav n R • o � , r Ll r TMs. ,ELL NO. C '77 u COUNTY DATE SAMPLED 3-30-17-3 ALKALINITY, TO pH 4.5 ALKALINITY, TO pH 8.3 ALUMINUM ARSENIC BARIUM BERYLLIUM BICARBONATE CADMIUM CALCIUM CARBONATE CHLORIDE CHROMIUM, TOTAL COBALT COD COLIFORM, FECAL COLIFORM, TOTAL (? COPPER CYANIDE DISSOLVED SOLIDS.d FLUORIDE HARDNESS CaCo, HARDNESS, NON -CARBONATE IRON LEAD LITHIUM Red Ink = Sample taken by facility rLL NO. DATE SAMPLED MBAS MAGNESIUM MANGANESE MERCURY NICKEL NITROGEN, AMMONIA o` % NITROGEN, KJELDAHL NITRATE & NITRITE nVD3 ORGANIC SCAN PH PHENOLS PHOSPHORUS, TOTAL POTASSIUM SELENIUM SILVER SODIUM SPECIFIC CONDUCTANCE SULFATE TOC ( UNFILTERED) TON TSS VOC ZINC STATIC MATER LEVEL i �Z -,.ATE SA."1PLEn ALKALINITY TO H 4. ALKALINITY, TO H 8.3 - - 91 ALUMINUM ARSENIC _ 1 I BARIUM BICARBONATE CADMI UM CALCIUM - CARBONATE CHLORIDE CHROMIUM, TOTAL COD I COLIFORM FECAL 1 I COLIFORM, TOTAL COPPER II CYANIDE I DISSOLVED SOLIDS 42 O � 6 FLUORIDE � � � � a HARDNESS, CaCO3 iARDNESS NON-CARBONA C RON BEAD [BAS AGNESI M ANGANESE ERCURY I I - --- - ---- - — - — I _ _. -- COUNTY !4 �.T/.@�D,e,p NITROGEN'? -AMMONIA T,q . < p. 0 • C' NITROGEN. KJELDAHL NITRATE & NITRITE -5 a • W13 C� 11VO3 9 ORGANIC SCAN Vo ` pH PHENOLS PHOSPHORUS, TOTAL +� D POTASSIUM - SELENIUM SILVER 30DIUM SPECIFIC CONDUCTANCE i iULFATE rOC_UNFILTERED) i < o 50 i �� i 0. a35� hyo �' o 3 �, 'i �. C3 ,INC I y0 I ! l13Z3 i I � i I - COUNTS TE W; SAMPLEn li g` I li i� • i i � �W;rii ALKALINITY, ALUMINUM_ ARSENIC BARIUM BICARBONATE CALCIUM 'CARBONATE COLIFORM FECAL Lia i ! l i . COLIFORM TOTAL COPPER CYANIDE lqp 14W.0 510 DISSOLVED SOLIDS FLUORIDE - HARDNESS CaCO 7 HARDNESS NON -CARBONATE IRON _r ( LEAD MBAS MAGNESIUM MANGANESE MERCURY -- NIQ2E : , ---�•-- ORGANIC SCAN PHENOLS PHOSPHORUS, TOT . ]SELENIUM f SODIUM SPECIFIC CONDUCTANCE SULFATE TOC (UNFILTERED) ( r { 2 • L� ~/ ZINC �" �• B. �p i 1 ___ _. .--,,.,�..,..-..,»a.... � . , - '3t+rxns _ ��s coum ATE, SA"tPLEn �. L� /�. /� I - - � • 11 NIT %/) -r - '�,✓ - NIT�EN KJE a,.orc.�.-..=f .- . "',ae+c`� � rr.►..�, �:� NITRATE & NITRITE dill ORGANIC SCAN PHENOLS PHOSPHORUS, TOT . ]SELENIUM f SODIUM SPECIFIC CONDUCTANCE SULFATE TOC (UNFILTERED) ( r { 2 • L� ~/ ZINC �" �• B. �p i 1 ___ _. .--,,.,�..,..-..,»a.... � . , - '3t+rxns _ ��s �. L� /�. /� I - - � • 11 a,.orc.�.-..=f .- . "',ae+c`� � rr.►..�, �:� AMPLEr) aLINITY CaCO3 To pt+. 8.3 To pH 4.5 /0 Al umi n um _ G . 05a Arseni c Z,610- ,D10eicarbonate Bicarbonate a2, cadmium L . 0 ( b Calcium' Carbonate ,�„ L-- Chloride :. _ '70 76- 70 77 G . Chlorinated Hydrocarbon " Chromium, dexavalent Chromium, Total . L•.,02 C00 f _ Coliform, Fecal 1-2-0 Coliform, Total # �l � ) 1-7.0 0 Cyanide .. Dissolved Solids p �► / 316 37 3,5- S'g S 7 Fi uori de L0.1 Hardness as CaC0 ' 7 Hardness, Non-carbonate Iron Lead L , 0S0 Li thi um ' WAS Magnesium Manganese L ,Q Me rcury l.. tl 00 d2 1, G ,ora d,7Y A'IPLEn tvogen,. Ammonia p , p y : T- '<A v / �/$ 4 ,Nitrogen, Kjeldahl Ni trate & Ni tri te_ .95' 'vt a (� N1*3 ./S 25 Organic Scan PH 60 Phenols Phosphorus, Total 0 O�- Potassi um- Seleni um oaS Silica Silver: -L .OSS Sodi tan .: a Specifi-c:Conductance _ Sul fate ' Jr Sulfit* Zinc Barium - Copper G., 0/0 0 (P old 7-3 Oreo dos fie_ �D o or or c- i 4 . g Z 0 � o 06 IF1 m V �• C 0-2z 55 2 •. 3 C c 0.200 ZZ "0 333333339333333 aca ca ca ca ca ca ca ca ca ca ca ca co �� ���55�� a � Zr o CCG 333 ""� j 3a alarm � n O 1 17 � fT1 O g o mz14 r � �• `�hlyy( J � 'rye Zr o CCG 333 ""� j 3a alarm � n 2 c m m 0 D 0 (Np Q CQ CD m 10 _ -Di _ m O Cn C m z 0 C m Z 0 CD �Cl) c CD R �� ��D��=0c o �0 O 0 D Q (D O �� 00 �Q cn >cn Z3ncDo�n� ,2 w 3 w o 30 w 0 - 6 0 CD ro o_ v_ r- CID S �n 3 N 4'�C C � � s 33=3333333c3 003 co Co o cv cv co cQ aa aa cv ': (v 3310 ZKKz=T c ORO Fi >-uz Z) =(a (a= o o v o� 0 3 c 0 C� DCD_ E.m Z m �0 0 -v 3 ao.c'-.3 ZO 3�mc��c'�c� 3 03 30 U) �Zz 0 333333333333333 co co co co co cQ cO co co co co co cO cO co --------------- 0� -0N7Z o m 3 Cr cn CD1 ' r F)•NrZ ch C2 3 CD 0 C7 CD 0 Cv T �• n �vou PW cc ca cn r 0 21 w%u,c��mmm D o cn >cn �• p or o ,2 w 3 w o co ' m w 0 - 6 ro o_ v_ r- CID c 3 3 3 4'�C s a F J°c t Cn -, o ID W a 1L 0. C7 W 2L �1 j co aro cn c m Co I b CD C -� CT c w CID c -0.0 CD co c J Q J j m r �C o r CD Q o O z 0 N 0 0 0 D� Qz a Fa ro � m Dm C C� •� -u m o C v 3 �.Mo. K 0�Wm O CDn 0 ?� CD m m m m O � z com z O O z D CID o a 1L 0. >: _ C j Co I b c w m ID N 0 0 0 D� Qz a Fa ro � m Dm C C� •� -u m o C v 3 �.Mo. K 0�Wm O CDn 0 ?� CD m m m m O � z com z O O z 122 Lyman Street • P.O. Box 10.029 Ashevllle, North Carolina 28814,0029 * 704/254.5169 BACTERIOLOGICAL ANALYSIS — PUBLIC WATER SYSTF-M Laboratory Ili#: 3 ? ? . 1 7 water System ID#: --- County: Sample Type: ❑ (1=Routine; 2r -Repeat; 3=Replacement; 4 =Plan Approval; $=Other) io M'(HH.MM AM or P10) Looation Type: ❑ (I =Entry Tap; 2 -General Tap; 3 -End Tap; 4 =Source/Intake; .. A n n / Location Code: _ Q -011000d. By: FOR REPEAT SAMPLE: Previous Positive Location Coder -- Positive Collection Date: — __/_ --/,-. Time: .^.....: —M Proximity: ❑ (i =same, 2 -Upstream; 3*Downstream) FOR REPLACEMENT SAMPLE: original Sample Type: ❑ (1 -Routine; 2=Repeat; 3=Pian Approval; 4 =Other) Original Collection Date; Time:....... _......_ —M Type of Supply. ❑ Community ❑ NTNG Non -Community ❑ Ad)acent Private Type of Treatment; ❑ Chlorinated Free Chlorine Residual: Telephone No. :( ��4� } �^''``� '" Combined Chlorine Residual: CONTAMINANT TotalColiform Fecal/E. Cali METHOD !fin -C- Heterotrophic P.C. L —.— RE6ULT PRESENT ASSENT INVALID E 0 H . -.Jml (number) ❑ Repeat Samples Required Date Analysis Segun:..i Date Analysis Completed; .Laboratory Log #; _ ),,k COMMENTS: 7 h e," !r i - COMMENTS: ¢ova pw Y INVALID CODES 1) Confluent Growth/No Coliform Found 2) TNTC/No Collform Fund 3) Turbid Culture/No Coliform Found 4) Over 46 Hours Old 5) improper Sample or Analysis ❑ Replacement Sample Required Time Analysis Begun: i 2 ' / 3L M Time Analysis Completed:_(!, 1-f � M Certified By: BAXTER DAVID LITTLE t�tr 1"0 rai *moq C!. .1/n 6P4AYE 1.4 -a� 122 Lyman Street + P.O. BoX;'1$02.9'::'Ashevll* North.Parolin108814.0029 , 7041254.5169 BACTERIOLOGICAL ANALYSIS w-- PUBLIC WATER SYSTEM Laboratory IN: 3 7 7 1 7 Water System 15##:..... _. ---- -�- Newts of Systsm: county; Sample Type: Q (1r -Routine; 2=Repeat; 3=Replacement; 4 =Plan Approval; 5=Other) .L__ M (HH: 0M -AM /PiV{ lel l6ct9d :1x!1. D - Li �o �' ° .., GLA rrr Location.Where Collected: Location Type: 0 (1 =Entry Tap; 2`-Caenerai Tap; 3-Fnd Tap; 4 source/Intake; 6 -Other) .- 44 „ / - Location Code'— — — FOR REPEAT SAMPLE: Collected By: Previous Positive Location Code: ---- Positive Collection Date:....... J_ -,-/-- -- '—M Time: --- ,- —. FOR REPLACEMENT SAMPLE. original Sample Type. Q (I -Routine; 2=Repeat: 3=Plan Approval; 4 -Other) Original Collection Date:.— —J-- --)— — Time: —M Proximity: E (I=Same; 2=Upstrearn; 3='Downstream) Type of Supply: Q Community Q NTNG Mail Results To: j] Non -Community ❑ Adjacent ' ( Private $r c Type of Treatment: Chlorinated ( Pdor,-t;hlarinated Free Chlorine Residual:.., Telephone No, d ) .2- ,S+'r- /' Combined Chlorine Residual: fIESULT INVALID CODES CONTAMINANT METHOD PRESENT ASSENT INVAL1ID 2j Confluent Growth/No Caliform Found TNTC/No Coliform Found Totai Coliform — Q l.� 3) Turbid Culture/No Coliform Found Fscal/E. Coli 4) over 48 Hours Old p,C, �.......�•. ---�------�-=—�ml 5) improper Sample of Analysis Heterotrophic (number) Repeat Sekmples, Required, Date-Analyisix' Begun:...:- Oiate An,slysis Completed:.1.x..1'°' -- Lobaratory Log ' :9 a ru f,.5 '^• 'T"+i 1P . �..� r ds. rwr t•? �. �►�l o�_<� per IcdM� bra � � te. q [] Replacement Sample Required Time Analysis Begun: / 0 0 M Time Analysis Completed: /0 40 ' M Certifled By:. BAXTER I:ip'VID"LITTt_E' --A- A -nn & 7MA;7R41AI R4 Y D R 0 �� L 0 G i C ;� j N C UNITS PH,LAB EPA 150.1 11/23/72 MN 5.7 std unite TOTAL SUSPENDED SOLIDS EPA 160.1 11/2'7/132 1200 MPE REPORT OF ANALYSES ALEXANDER MILLS 58 SOUTH BROADWAY FOREST CITY, HG 28043- Attn: CHARLES WEISNER PROJECT NAME: ALEXANDER MILLS DATE: 12/14/92 SAMPLE NUbBER- 13707 SAMPLE ID- ALEX.UPGRADIANT DATE SAMPLED- 11/2.1/92 TIME SAMPLED- 135'9 SAMPLER - DATE RECEIVED- 11,/:4/92 TIME RECEIVED- 1230 DELIVERED BY- UPS RECEIVED BY- MLS Page 1 of 1 P.O. BOX 18029 / ASHEVILLE, NC 28814 / 122 LYMAN STREET/ ASHEVILLE, NC 28801 / (704) 254.5169 /FAX: (704) 252.9711 / TOLL FREE:1.800.2...31.8889 ANALYSIS ANALYSIS METHOD DATE TIME BY RESULT UNITS PH,LAB EPA 150.1 11/23/72 MN 5.7 std unite TOTAL SUSPENDED SOLIDS EPA 160.1 11/2'7/132 1200 MPE 7.0 mg/1 AMMONIA NITROGEN EPA 350. 3 12/01/132 MIEN SQ), 1 nrg/1 TOTAL DISSOLVED SOLIUS "I'A160.1 11/25/92 MPE bl,0 mg/i NITRATE EPA 352.1 11/25/92 1600 APT 2,05 mg/1 TOTAL ORGANIC CARBON 12/11/92 cen 71: December 4, 1992 10WO T7m: Hydrologic -Asheville, Inc 122 Lyman Street Asheville, NC 28801 Attention: Dinah PROJECT NUMBER: FL920168 DATE IX3D: December 3, 1992 DATE RECEIVED: November 25, 1992 nmICI M: Hydrologic -Asheville, Inc 122 Lyman Street Asheville, NC 28801 PROJECT DE SCRIPTIQd: Alexander --2 Water samples for 502.2. Sampled on 11/22/92. N C Enclosed is the laboratory report for the project described above. If you have any questions or if we can be of further assistance, please feel free to contact us. We appreciate your businessandlook forward to serving you again soon. Respectfully, Steve Furnish Laboratory Director 1003 Twilight Trail • Frankfort, Ky. 40601 - (502) 223-0251 - FAX: (502) 227-9451 - Toll Free: 1-800-728-2251 Y D R Q L Q G December 4, 1992 10WO T7m: Hydrologic -Asheville, Inc 122 Lyman Street Asheville, NC 28801 Attention: Dinah PROJECT NUMBER: FL920168 DATE IX3D: December 3, 1992 DATE RECEIVED: November 25, 1992 nmICI M: Hydrologic -Asheville, Inc 122 Lyman Street Asheville, NC 28801 PROJECT DE SCRIPTIQd: Alexander --2 Water samples for 502.2. Sampled on 11/22/92. N C Enclosed is the laboratory report for the project described above. If you have any questions or if we can be of further assistance, please feel free to contact us. We appreciate your businessandlook forward to serving you again soon. Respectfully, Steve Furnish Laboratory Director 1003 Twilight Trail • Frankfort, Ky. 40601 - (502) 223-0251 - FAX: (502) 227-9451 - Toll Free: 1-800-728-2251 COMPANY NAME: Hydrologic -Asheville, Inc HYDROLOGIC PROJECT NUNBER: FL920168 HYDROIOGIC SAMPLE Nt.MER CLIENT' SMYLE IDENTIFICATION SAMPLE DATE 10555 Upgrad ent 11/22/92 10556 Downgradient 11/22/92 s 1003 Twilight Trail • Frankfort, Ky. 40601 - (502) 223-0251 - FAX: (502) 227-9451 - Tall Free: 1-800-728-2251 Y Q R 0` ,L C G N C COMPANY NAME: Hydrologic -Asheville, Inc HYDROLOGIC PROJECT NUNBER: FL920168 HYDROIOGIC SAMPLE Nt.MER CLIENT' SMYLE IDENTIFICATION SAMPLE DATE 10555 Upgrad ent 11/22/92 10556 Downgradient 11/22/92 s 1003 Twilight Trail • Frankfort, Ky. 40601 - (502) 223-0251 - FAX: (502) 227-9451 - Tall Free: 1-800-728-2251 Y D R 0 y, L 0 G I C I N COMPANY NAME: COMPANY PiCJECT: HYDROLOGIC PROJECT NUMBER: HYDROLOGIC SAMPLE NUMBER: SAMPLE IDENTIFICATION: DATE SAMPLED: DATE EXTRACTED: DATE/TIME ANALYZED: Hydrologic -Asheville, Inc Alexander FL920168 10555 Upgradient 11/22/92 N/A 11/30/92 e 1003 Twilight Trail • Frankfort, Ky. 40601 • (502) 223-0251 • FAX: (502) 227-9451 . Tell Free: 1-800-728-2251 MEl' W EPA 502.2 ANALYSIS CAS NO. SDL RESULT ( ug/1) ( ug/1) Benzene 71-43-2 0.5 BDL Branobenzene 108-86-1 0.5 BDL Brawchloranethane 74-97-5 0.5 BDL Branodichloranethane 75-27-4 0.5 BDL Brcmoform 75-25-2 0.5 BDL Branamthane 74-83-9 0.5 BDL n-Butyl.benzene 104-51-8 0.5 BDL sec-Butylbenzene 135-98-8 0.5 BDL tert-Butylbenzene 98-06-6 0.5 BDL Carbon tetrachloride 56-23-5 0.5 BDL Chlorobenzene 108-90-7 0.5 BDL Chloroethane 75-00-3 0.5 BDL Chloroform 67-66-3 0.5 BDL Chloromethane 74-87-3 0.5 BDL 2-Chlorotoluene 95-45-8 0.5 BDL 4-Chlorotoluene 106-43-4 0.5 BDL Dibranochloranethane 124-48-1 0.5 BDL 112-Dibrano-3-chloropropane 96-12-8 0.5 BDL 1,2-Dibranamthane (EDB) 10693-4 0.5 BDL Dibrarcrethane 74-95-3 0.5 BDL 1,2 -Dichlorobenzene 95-50-1 0.5 BDL 1,3 -Dichlorobenzene 541-73-1 0.5 BDL 1,4 -Dichlorobenzene 106-46-7 0.5 BDL Dichlorodifluoranethane 75-71-8 0.5 BDL 1,1-Dichloroethane 75-34-3 0.5 BDL e 1003 Twilight Trail • Frankfort, Ky. 40601 • (502) 223-0251 • FAX: (502) 227-9451 . Tell Free: 1-800-728-2251 Y D R Q L Q C I C I N C Page 2 continued COMPANY NAME: COMPANY PRWECT: HYDROLOGIC PROJECT NUMBER: HYDROLOGIC SAMPLE NUMBER: SAMPLE IDENTIFICATIONN: DATE SAMPLED: Hydrologic Asheville, Inc Alexander EL920168 10555 Upgradient 11/22/92 METHOD EPA 502.2 ANALYSIS CAS NO. SDL RESULT ( ug/1) ( ug/1) 1,2-Dichloroethane 107-06-2 0.5 BDL 1,1-Dichloroethene 75-35-4 0.5 BDL cis-1,2-Dichloroethene 156-59-4 0.5 BDL trans-1,2-Dichloroethene 156-60-5 0.5 BDL 1,2-Dichloropropane 78-87-5 0.5 BDL 13-Dichloropropane 142-28-9 0.5 BDL 2,2-Dichlorcpropane 590-20-7 0.5 BDL 1,1-Dichloropropene 563-58-6 0.5 BDL cis-1,3-Dichloropropene 10061-01-5 0.5 BDL trans-1,3-Dichloropropene 10061-02-6 0.5 BDL Ethylbenzene 100-41-4 0.5 BDL Hexachlorobutadiene 87-68-3 0.5 BDL Isopropylbenzene 98-82-8 0.5 BDL, p-Isopropyltoluene 99-87-6 0.5 BDL Methylene Chloride 75-09-2 0.5 BDL Naphthalene 91-20-3 0.5 BDL n-Propylbenzene 103-65-1 0.5 BDL Styrene 100-42-5 0.5 BDL 11111,2 -Tetrachloroethane 630-20-6 0.5 BDL 111,212 -Tetrachloroethane 79-34-5 0.5 BDL Tetrachloroethene 127-18-4 0.5 BDL Toluene 108-88-3 0.5 BDL 1,2,3-Trichlorobenzene 87-61-6 0.5 BDL 1,2,4-Trichlorobenzene 120-82-1 0.5 BDL 9 1003 Twilight Trail • Frankfort, Ky. 40601 (502) 223-0251 - FAX: (502) 227-9451 - Toll Free: 1-800-728-2251 Y D R 0 L 0 G Page 3 continued COMPANY NAME: Hydrologic -Asheville, Inc COMPANY PROJECT: Alexander HYDROLOGIC PROJECT NUMBER: FL920168 HYDROLOGIC SAMPLE NUMBER: 10555 SAMPLE IDENTIFICATION: Upgradient DATE SAMPLED: 11/22/92 F.17r--'V6WW 1,1,1 -Trichloroethane 1,1r2-Wichloroethane Trichloroethene Trichlorofluorornethane 1,2,3-Trichlorapropane 1,2,4-Trimthylbenzene 1,3,5-Trimethylbenzene Vinyl Chloride Xylenes (total) CAS NO. SDL RESULT ug/1) ug/1) 71-55-6 0.5 BDL 79-00-5 0.5 BDL 79-01-6 0.5 BDL 75-69-4 0.5 BDL 96-18-4 0.5 BDL 95-63-6 0.5 BDL 108-67-8 0.5 BDL 75-01-4 0.5 BDL 1330-20-7 0.5 BDL I N C BDL = Below Sample Detection Limit SDL = Sample Detection Limit CONMENTS: 1003 Twilight Trail - Frankfort, Ky. 40601 (502) 223-0251 - FAX: (502) 227-9451 - Toll Free: 1-800-728-2251 r w cr n 0 C) 00 > co 0 > > 3 o 0 0- m w- w w in mCD -1 cr 0 N (D -- A X O CDD B O O O O N O a W p� -o 'v (D m -P, Un — m o o ao -N co ((.n N W U7 N C17 O ° 0 w 3 c \ c. c O o 0 0 0 0 Qmo'o'000 r = < o 3 0 C° w_ - W W O A o CD o w ° a� CO w CJL d7 , 0 � rn Z 3 13 3 3 CSC CD co- 0 (D Z — -u � * m ° O o 3 A m— - cn -n -- m e pa�� r (D o WzK D)�� DN ° To �O 4 N, m z m D 71 D C/) m Z o "s 7 , �• ='�a 0 CD mQ �. Z oCD � moi) O o �s N) w 0 0 17cnCr0 -"\y F=� (D 0.' y o OC cn (Q o ° m m c� c _ i7 o N ❑ `l s w '! m r o m m 0z• ?� c°n 1� < 5- n D la o x 3 sn. Z �m fid. 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PF,0L FIF� I Aw As" -mvWX M TRANDMITIM COVER SNEET Tolophunol 1754, 244-310v FIX: v7so) zynw?u� i D c m m < o W CD oC0 P.J. Fm CD a z OT_ \V 0 O 0 H N 3 Ct CL �a a s .-. N C 2 C CL X5�Cl) - Cl) = �)D��=40 ��n Sl n O� W CD 0 n�0 9 00 � CD Q Zoo ��- cnz o OCCD � cc CL s n� N� 3 3353333333c=33 003 CO cQ 0 cc cc cn cc cQ cc cc cg 3 3 cn ZKK7mM O C7�7 D_-ozz cc CDCzr w =n�R iii Q �'SO (D �j C 00W0 O O Z CQ �j ; CSD O � 3 Q � C. 3. C� O O COD O C C.3 C �W N• .� CD E C'3.3`z X33 0. Z z V 3''^^33333333331I33^333 u OL O o D U o w o m d _0T. � m 3 n CD ((D , CD o O y r _ : z Z a�.Nr- Z z C C o0CCD 0 Q CSD D 3 t '3 3 S I I I 6�-v _ CD 0 w �• 0 v O O C2 - FT sli ro c� m CD CD CD = = = u OL O o g 0 CD o co 0' o w o m d _0T. � m 3 n o CD o O y r _ : z Z z �0�"' z C C mo m 6- Cl)ii D 3 t '3 S I I I 6�-v w r m FT AlCL C -L CD co to c m mm ro i Z a� 0 6'� �• 'fit cn D c o @D TrO O TL 3 tI rrl 10 m A D � Qz m 9), ro a u 0 m o m m z �0�"' z C r � mo m D 3 � a p�cn I I I w r m m CD ° mm c i Z a� 0 m 3 s z o (] 6 0 W m % O v n � 0 QL �W a �0 tv ,x c c � cQ m Y�� A ` \ p ; _p U) c 29 o 0. r � 3 � a cQ m Y�� ::-•�Ye� ;; a +;=i,a:. 122 Lyman Street • P.O. Box 18029 • Asheville, North Carolina 28814-0029 • 704/254-5169 Town of Alexander Mills 58 South Broadway Forest City, NC 28403 December 31, 1991 RE: Upgradient Results of analysis of your water are listed below. Parameter Units *MCL *Results Parameter Units -MCL Results Comments Aluminum -mg/ I Nitrate mg/ 1 10.0 Date Samples Collected: 11/21/91 Date Received: 11/22/91 Arsenic -mg/ 1 0.05 Nitrate -Nitrite mg/ I Barium mg/ 1 1.0 Phenol ug/ 1 Cadmium m/ I 0.010 Phospate m l l Calcium mg/ I Phos horus mg/ I Date Sample Analyzed 11/22/91 to 12/1 Chromium mg/ 1 0.05 Selenium mg/ 1 0.01 Color Silver mg/ 1 0.05 Copper mg/ I Sodium mg/ I Date Reported 12/30/91 Cyanide mg/ I Turbidity NTU Flouride m /I Zinc mg/ I Iron mg/ 1 0.3 Corrosivity Analyst B. David Little Lead /1 mg/ 1 0.05 Hardness Manganese mg/ I 0.05 Total Coliform< c 0 100 m I 2 Magnesium mg/ ITDS 53.0 _ rtifie b Mercur m /1 0.002 Langlier Saturation Index Molybdenum m /� I Alkalinity m l l M. B. A. S. (Detergents) ; m._L—__._-- Ortho Phosphate m /l Nickel rn /I 'Fecal Coli. < 2 Beryllium -- �mgll Thalium rp9/ --- TOX TSS _ 0.62 * This analysis was not performed. If you have any questions, or if we can be of further service, please let us know. )5/91 M HydroLogic, Inc. 122 Lyman Street Asheville, NC 28801 CONTROL #: 6340 RECEIVED : 12/04/91 ANALYZED :12/05/91 SAMPLED : 11/26/91 December 17, 1991 LABORATORY RESULTS SAMPLE ID: ALEX MILLS -UP MATRIX : WATER METHOD : 502.2 METHOD 502.2 PARAMETER AMOUNT UNITS BENZENE ND<0.009 ug/L BROMOBENZENE ND<0.006 to BROMODICHLOROMETHANE ND<0.01 if BROMODICHLOROMETHANE ND<0.02 if BROMOFORM ND< 1.6 it BROMOMETHANE ND< 1.1 of n-BUTYLBENZENE ND<0.02 " sec-BUTYLBENZENE ND<0.02 tert-BUTYLBENZENE ND<0.06 CARBON TETRACHLORIDE ND<0.01'c`�/,^} 9 CHLOROBENZENE ND<0.003 CHLOROETHANE ND<0. 1 CHLOROFORM ND<0.02 CHLOROMETHANE ND<.03 " P.O. Box 4204 • 1003 Twilight Trail • Frankfort, Ky 40604 • (502) 223-0251 Work . (502) 223-0454 Mo; #6340 PARAMETER AMOUNT UNITS 2-CHLOROTOLUENE ND<0.01 ug/L 4-CHLOROTOLUENE ND<0.01 of DIBROMOCHLOROMETHANE ND<0.03 if 1,2-DIBROMO-3-CHLOROPROPANE ND< 3.0 It 1,2-DIBROMOETHANE ND<0.8 it DIBROMOMETHANE ND< 2.2 if 1,2-DICHLOROBENZENE ND<0.02 it 1,3-DICHLOROBENZENE ND<0.02 " 1,4-DICHLOROBENZENE ND<0.007 DICHLORODIFLUOROMETHANE ND<.05 " 1,1-DICHLOROETHANE ND<0.07 " 1,2-DICHLOROETHANE ND<0.03 " 1,1-DICHLOROETHENE ND<0.07 cis-1,2-DICHLOROETHENE ND<0.02 " trans-1,2-DICHLOROETHENE ND<0.05 " 1,2-DICHLOROPROPANE ND<0.006 " 1,3-DICHLOROPROPANE ND<0.03 2,2-DICHLOROPROPANE ND<0.05 " 1,1-DICHLOROPROPENE ND<0.02 ETHYLBENZENE ND<0.005 HEXACHLOROBUTADIENE ND<0.02 ISOPROPYLBENZENE ND<0.05 " p-ISOPROPYLTOLUENE ND<0.01 METHYLENE CHLORIDE ND<0.02 " NAPHTHALENE ND<0.06 #6340 PARAMETER AMOUNT UNITS n-PROPYLBENZENE ND<0.004 ug/L STYRENE ND<0.01 it 1,1,1,2 -TETRACHLOROETHANE ND<0.005 " 1,1,2,2 -TETRACHLOROETHANE ND<0.01 " TETRACHLOROETHENE ND<0.04 " TOLUENE ND<0.01 1,2,3-TRICHLOROBENZENE ND<0.03 1,2,4-TRICHLOROBENZENE ND<0.03 " 1,1,1 -TRICHLOROETHANE ND<0.03 1,1,2 -TRICHLOROETHANE ND<0.03 TRICHLOROETHENE ND<0.01 " TRICHLOROFLUOROMETHANE ND<0.03 1,2,3-TRICHLOROPROPANE ND<0.4 " 1,2,4-TRIMETHYLBENZENE ND<0.05 " 1,3,5-TRIMETHYLBENZENE ND<0.004 " VINYL CHLORIDE ND<.02 " o -XYLENE ND<0.02 " m -XYLENE ND<0.01 " p -XYLENE ND<0.01 " REVIEWED BY J �jrouv AwA-4-er, AAvt Jor�n,J Oa+a ExCPI'e�i► Vkn II �Qr� ��M.ti anc%Ip►� �i1ci:Calln Po�tr)4,`al /robl�m5 J CDocia.- ' vm-Fc_ // Rece, ✓a� FAGS'/� + WGl ! 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C_ j � O Ln Ct r 5S1 0 9 0 CL D� CL Z a ER CD m 33m mm m 70 C m -0 O C cnm0�m ONS m D= r m m m mm c m � m 0 z co G ra.�:ogrc Client: Alexander Mills Sample date: 07/29/91 Sample Id.#: JL 511 Date received: 07/30/91 Date.complete: 08/05/91 Reference: Upgradient Monitoring Well Results of the analysis of your sample is summarized below. Dissolved solids (mg/1): ... I ....... 42.5 Volatile suspended residue (mg/1): Volatile total residue (mg/1): Total suspended residue (mg/1): .... 6.0 Total residue (mg/1): Settleable solids (ml/1): PH (standard units): ............... 5.70 B.O.D. (mg/1): C.O.D. (mg/1): Fecal coliform (colonies/100 ml): Total coliform (colonies/100 ml): .. 8 Ammonia nitrogen (mg/1): 0.7 Total nitrogen (mg/1): Nitrate nitrogen (mg/1): ........... 2.40 Nitrite nitrogen (mg/1): Total Kjeldahl nitrogen (mg/1): Total phosphorus (mg/1): Orthophosphate (mg/1): Organic phosphorus (mg/1): Phosphate (mg/1): Aluminium (mg/1): Arsenic (mg/1): Barium (mg/1): Beryllium (mg/1): Cadmium (mg/1): Calcium (mg/1): Chromium (mg/1): Cobalt (mg/1): Copper (mg/1): r. If you have any questions, we c ,pe of call. c� Resgefu - `subm' tted, sa„ r 1cc ZZ B. D vid Li tIe, Vice President -Laboratory Services *Analysis performed by Oxford Laboratories, Iron (mg/1): Lead (mg/1): Magnesium (mg/1): Manganese (mg/1): Mercury (mg/1): Molybdenum (mg/1): Nickel (mg/1): Selenium (mg/1): Silver (mg/1): Sodium (mg/1): Thallium (mg/1): Tin (mg/1): Zinc (mg/1): Phenol (ug/1): Cyanide (mg/1): M.B.A.S. (mg/1): Oil & grease (mg/1): Flouride (mg/1): Turbidity (NTU): Color (A.P.H.A.): Hardness (mg/1): Alkalinity (mg/1): Corrosivity: Chloride (mg/1): Acidity (mg/1): Sulfate (mg/1): Sulfide (mg/1): Temperature: T.O.C. (mg/1): ...... 0.035* further assistance, feel free to Inc. 122 Lyman Street • P.O. Box 18029 9 Asheville, North Carolina 28814-0029 • 704/254.51F" N I Z 3 i T. 2 m 'ri m O e O O a (i'.pp m d D y. m y o N ? 3.N A a m o O 3 m N m m O c 3 N 3<Ai+ N V O O m O N o, m O 3 O 3 tp p1 3 1 O V 3. 3 O �. p V a v O Z t 7, Z w ' m c 33 a3o °c° �- r c .. (n 0 v. 2. 2 T - C O - m D p m 0. Z Z p - m V O (Y W y N d O sR y (n' Z O 7 A� # 7p v o o Q x O A c0 O c O O m c � O D • m m • C m a o J (D z n a C/) 3 O � D n m o c 0 O m A. qL 0 -.. 0CL N co' r0 CO -< O 0 0 ° m • . m o• y Cl) p o' v � - m Z m m 0 o � o D 1— IM C/7 C 5. 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