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HomeMy WebLinkAboutWQ0001271_More Information (Received)_20200303SYNAGRO February 26, 2020 N.C. Department of Environment and Natural Resources Division of Water Resources Water Quality Permitting Section —Non -Discharge Permitting Unit 1617 Mail Service Center Raleigh, NC 27699-1617 ATTENTION: Mr. Erick Saunders REFERENCE: ADDITIONAL INFO REQUEST CFPUA RLAP WQ0001271 NEW HANOVER COUNTY Dear Mr. Saunders: ��1v�n�r�c��a3owR ly1AR - 3 2020 Non_pisch ajgit permon0 On behalf of the Cape Fear Public Utility Authority, Synagro is submitting the additional information requested via email on February 4, 2020. Contained in this additional 'information are amended application maps, form "LASC" displaying amended acreages, the original signed LOA for site NC-BR-2 1, and an amended O&M plan clarifying the possibility of blending material or not blending material. Additionally, any field receiving amended acreage will be listed on the "LASC" form as "Modified". Each item contained in the additional information request is addressed below: Setback Waivers: ➢ Site NC-CO-21 will be deleted due to change in land ownership and not being able to secure the appropriate setback waivers for neighboring landowners. ➢ The house located on Site NC-CO-30 is now reflected as an onsite house and an updated map is provided. ➢ Previously approved setback waivers were not able to be updated. Resulting maps and an updated LASC are provided for site NC-CO-30 fields 6 and 7. ➢ Previously approved setback waivers were not able to be updated. Resulting maps and an updated LASC are provided for site NC-CO-164 fields 2,4,5,8,9. The only fields affected with this change are fields 2 and 4. ➢ Previously approved setback waiver was not able to be updated. Resulting maps and an updated LASC are provided for site NC-PE-03 fields 1 and 2. Compliance Boundary ➢ NC-BR-21-01: A redefined compliance boundary is requested for this site. The redefined compliance boundary is to the southwest of this field and shall be located 50 feet from the well located on S. Longwood LLC's property. 12701 Lancaster Highway, Pineville NC, 28134 9 Phone: (704) 650-4341 • Fax: (704) 752-8736 SYNAGRO ➢ NC-CO-08-01: A redefined compliance boundary is requested for this site. The redefined compliance boundary is to the west of this field and shall be located 50 feet from the well located on Gerald and Patricia Smith's property. ➢ NC-CO-16-02: A redefined compliance boundary is requested for this site. The redefined compliance boundary is to the west of this field and shall be located 50 feet from the well located on Carlos D. Bullard's property. ➢ NC-CO-16-4B: A redefined compliance boundary is requested for this site. The redefined compliance boundary is to the northeast of this field and shall be located 50 feet from the well located on Carlos D. Bullard's property. ➢ NC-CO-17-01B and NC-CO-17-1B will be deleted. Updated LASC is provided. ➢ Site NC-CO-21 will be deleted. Updated LASC is provided. ➢ Site NC-CO-22 will be deleted. Updated LASC is provided. ➢ Additional info request stated site NC-CO-20, however it should have requested that site CO-29 needed rationale for redefined compliance boundaries. NC-CO-29-01 and 02: A redefined compliance boundary is requested for this site. The redefined compliance boundary is centrally located to the north of these fields and shall be located 50 feet from the well located on Tommy Hobb's property. ➢ NC-CO-29-03: A redefined compliance boundary is requested for this site. The redefined compliance boundary is to the north of this field and shall be located 50 feet from the well located on Tommy Hobb's property. ➢ NC-CO-29-06: A redefined compliance boundary is requested for this site. The redefined compliance boundary is to the south of this field and shall be located 50 feet from the well located on Tommy Hobb's property. ➢ NC-CO-29-08: A redefined compliance boundary is requested for this site. The redefined compliance boundary is to the north of this field and shall be located 50 feet from the well located on Tommy Hobb's property. ➢ NC-CO-29-09 and 10: Due to remapping a compliance boundary is no longer needed for these fields. ➢ NC-CO-30-01 and 03: A redefined compliance boundary is requested for this site. The redefined compliance boundary is centrally located between these fields and shall be located 50 feet from the well located on Hubert Godwin's property. ➢ NC-CO-36-03: A redefined compliance boundary is requested for this site. The redefined compliance boundary is to the south of this field and shall be located 50 feet from the well located on Ellwood and Rosadell Martin Charitable Trust's property. ➢ NC-CO-37-03: A redefined compliance boundary is requested for this site. The redefined compliance boundary is to the north of this field and shall be located 50 feet from the well located on Giles E. Byrd and Son's property. ➢ NC-CO-60-02 and 04: A redefined compliance boundary is requested for this site. The redefined compliance boundary is to the west of these fields and shall be located 50 feet from the well located on Bobby R. Moore's property. ➢ NC-CO-60-05: A redefined compliance boundary is requested for this site. The redefined compliance boundary is to the south of this field and shall be located 50 feet from the well located on Bobby R. Moore's property. ➢ NC-CO-164-04: A redefined compliance boundary is requested for this site. The redefined compliance boundary is to the northeast of this field and shall be located 50 feet from the well located on Douglas Skipper's property. 12701 Lancaster Highway, Pineville NC, 28134 • Phone: (704) 650-4341 f Fax: (704) 752-8736 SY NAGRO ➢ NC-CO-164-08: A redefined compliance boundary is requested for this site. The redefined compliance boundary is to the south of this field and shall be located 50 feet from the well located on Elmer Skipper's property. ➢ NC-CO-164-09: A redefined compliance boundary is requested for this site. The redefined compliance boundary is to the west of this field and shall be located 50 feet from the well located on Douglas Sldpper's property. ➢ NC-PE-03-02: A redefined compliance boundary is not needed for this site. Application: ➢ The original LOA for site NC-BR-21 has been signed by Milton Vann and is provided as an attachment. ➢ Site NC-CO-22 will be deleted. An updated LASC is attached. Site Map: ➢ An updated map for field NC-CO-16-02 is provided. It has been amended to include the property parcel requested and the appropriate buffer. An updated LASC is also attached. ➢ Fields NC-CO-17-OIA and NC-CO-17-OIB will be deleted. An updated LASC is attached. ➢ Site NC-CO-21 will be deleted. An updated LASC is attached. ➢ Site NC-CO-22 will be deleted. An updated LASC is attached. ➢ Field NC-CO-29-01 map has been updated to include the property line buffer. An updated LASC is attached. ➢ Field maps for site NC-CO-29 have been updated to include off -site houses located on parcels 93446, 063377, and 060724. An updated LASC in attached. Only fields 2,7,9,10 were affected by these changes. ➢ An updated map for field NC-CO-37-01 has been updated to include the offsite house located on parcel 085384. An updated LASC is attached General uestions: ➢ As clarification, material produced at the Northside WWTP, Southside WWTP, and Sweeney WTP are primarily dewatered and mixed on the Southside storage pad as a "blend". The material is stored there until field conditions are suitable. This handling strategy was developed to ease the burden of sampling/tracking of the material and provide a more uniform application of three different sources that will ultimately be applied to the permitted sites. Footnotes 7-16 of the current permit were put in place in the event that the above referenced process could not be conducted for some reason. With the deletion of Walnut Hills WWTP and the direct piping of Sweeney WTP to Northside several of these footnotes are no longer needed. Footnotes 8,9,10,14, and 15 are no longer applicable due to the deletion of Walnut Hills WWTP and the direct piping of Sweeney WTP to the Northside WWTP. Footnote 6 is requested to stay in place due to WTP material being exempt from pathogen and VAR testing. Additionally footnotes 7, 11, 12,13,and 16 are requested to be kept in place to allow flexibility when land 12701 Lancaster Highway, Pineville NC, 28134 a Phone: (704) 650-4341 . Fax: (704) 752-8736 SYNAGRO applying from any source listed on the permit. This allows for any combination of sources to be land applied. Pathogen and VAR testing are conducted at the source WWTP prior to dewatering. The additional information provided in this package should contain all of the information necessary to complete the renewal of the Cape Fear Public Utility Authority's land application permit. However, if you have further questions, please contact me at (336) 403-4324 or rroth@a syna rg o.com. Thank you in advance for the timely and efficient review of this information. Sincerely, Robert "Nate" Roth Technical Services Manager Synagro 12701 Lancaster Highway, Pineville NC, 28134 • Phone: (704) 650-4341 • Fax: (704) 752-8736 OPERATIONS AND MAINTENANCE PLAN RESIDUALS LAND APPLICATION FOR WQ0001271 (Cape Fear Public Utility Authority) Operational Functions The operation function of this project is going to involve the dewatering process of the Northside WWTP. Sweeney WTP is directly piped to the Northside WWTP for dewatering. Once dewatered, Northside WWTP, and Sweeney WTP are transported by truck to the covered storage pad at the Southside WWTP. Southside WWTP is dewatered and conveyed to the covered storage pad at the facility. All WWTP and WTP dewatered biosolids are blended together at Southside WWTP storage pad before land applied. It is going to be spread at agronomic rates that are determined by the nutrient and metal sample that is current for that monitoring period. It is going to be spread with a cake applicator that will spread the material in such a way to achieve a consistent spread pattern. The material is going to be land applied on fields that have grass growing on them that are going to either be grazed or cut for hay for animal feed or row crops to be planted on them and used for animal feed. In the event that material is unable to be processed in the manner mentioned above, material may be blended at the southside pad or directly delivered from the source plant to the field. In this case material will either be sampled for nutrients and metals once blending has occurred at the southside storage pad or prior to delivery to the field if directly leaving the source and headed straight to land application. In any combination of application whether blended or delivered straight to the application site the material will meet pathogen and vector attraction reduction testing prior to dewatering and transport. This caveat allows for more flexibility when managing multiple sources that will ultimately be land applied on the permitted sites. SAFETY MEASURES F Synagro believes in operating in a safety conscious manner and is has all employees participate in quarterly online safety course that are designed to help its employees recognize safety issues and take steps to prevent accidents from occurring. In addition all Synagro employees have the authority to stop operations if they think any aspect of the operation is going to cause environmental or personal harm. Maintenance Schedule Synagro will follow the maintenance schedule as recommended by the Synagro fleet manager for the equipment necessary to complete the job. OPERATIONS AND MAINTENANCE PLAN RESIDUALS LAND APPLICATION FOR WQ0001271 (Cape Fear Public Utility Authority) Inspection Plan inspections for the land application of residuals will be conducted on a weekly basis at the land application site during the land application activities of this project. The inspection frequency is based on the time frame that it is going to take to complete the project and the amount of dry tons to be land applied from this facility. The inspections will consist of inspecting a current field that is being applied as well as inspecting random fields that have been completed. These inspections will consist of: 1. Verifying that the Pre -Operations check List has been completed and signed by both Operations and Technical staff. 2. Checking the calculated loads to insure the correct amount of residuals are being land applied. 3. Insure that all manned equipment has a copy of the spill control plan, the permit, and the operations and maintenance plan. 4. Insure that the field has been flagged properly and that all buffers are being adhered to. 5. Insure that the Crop and landowner Verification form has been filled out. 6. Verifying that the correct number samples of the residuals have been taken and that it meets the criteria for land application. 7. The records will be kept in the project files in the respective office for the project. S. The Permittee or Inspector shall report by telephone to the Raleigh Regional Office by Telephone at 919-791-4200 as soon as possible but no later than 24 hours after or the next working day following the occurrence or the first knowledge of the occurrence of the following. • Any occurrence with the distribution program resulting in the land application of significant amounts of material that is abnormal in quantity or characteristics. • Any failure of the distribution system that results in the release to surface waters. • Any time that self -monitoring indicates that the facility has gone out of compliance with the permit. • Any process failure that results in the system not adequately treating the residuals. • Any spill or discharge from a vehicle or piping system during residuals transportation. • Any release that requires immediate reporting outside of normal business hours shall be called in to DENR at 1- 800-662-7956, 1-800-858-0368, or 1-919-733-3300. These numbers are to be called in the event of a release to surface waters, imminent failure of a storage system when the event occurs outside of normal business hours. • Within 5 days of the first notice of on occurrence a written response in the form of a letter shall be sent to DENR outlining the actions taken or purposed actions taken to ensure that the problem does not recur. Persons responsible for inspections on this project are as follows; Milton Vann or his designee. OPERATIONS AND MAINTENANCE PLAN RESIDUALS LAND APPLICATION FOR WQ0001271 Sampling Plan Sampling for this project consists of sampling the residuals during the time that land application is occurring. This will result in one round of sampling to occur before land application commences in order to insure that the residuals are suitable for land application. Based on the dry tonnage of this plant this will be one sample for all parameters per year. The residuals shall be sampled annually for the following: (Regulatory level in milligrams per liter in parentheses.) Arsenic (5.0) 1, 4-Dichlorobenzene (7.5) Nitrobenzene (2.0) Barium (100.0) 1, 2-Dichloroethane (0.5) Pentachlorophenol (100.0) Benzene (0.5) 1,1-Dichloroethylene (0.7) Pyridine (5.0) Cadmium (1.0) 2, 4-Dinitrotoluene (0.13) Selenium (1.0) Carbon tetrachloride (0.5) Endrin (0.02) Silver (5.0) Chlordane (0.03) Hexachlorobenzene (0.13 Tetrachloroethylene (0.7) Chlorobenzene (100.0) Heptachlor (and its hydroxide) (0.008) Toxaphene (0.5) Chloroform (6.0) Hexachloro-1,3-butadiene (0.5) Trichloroethylene (0.5) Chromium (5.0) Hexachlorethane (3.0) 2,4,5-Trichlorophenol (400.0) M-Cresol (200.0) Lead (5.0) 2,4,6-Trichlorophenol (2.0) o-Cresol (200.0) Lindane (0.4) 2,4,5 TP ( Silvex) (1.0) p-Cresol (200.0) Mercury (0.2) Vinyl Chloride (0.2) Cresol (200,0) Methoxychlor (10.0) 2,4-D (10.0) Methyl ethyl ketone (200.0) The residuals will also be sampled based on the chart below for the following constituents Dry Tons Generated (short tons per year) Monitoring Frequency (Established in 40 CFR 503 and 15A NCAC 02T.1111) <319 1 time per year =>319-<1,650 1 per Quarter (4 times per year) =>1,650-<16,500 1 every 60 days (6 times per year) =>16,500 1 every month (12 times per year) Aluminum Ammonia -Nitrogen Arsenic Cadmium Calcium Copper Lead Sodium Adsorption Ratio (SAR) Magnesium Mercury Molybdenum Nickel Nitrate -Nitrite Nitrogen Phosphorous Potassium pH Plant Available Nitrogen (calculation) Selenium Sodium %Total Solids Total Kjeldahl Nitrogen Zinc In order to meet pathogen and vector requirements the material form Northside and Southside WWTP will be held in anaerobic digesters for the specified time and temperature to satisfy this requirement.. Sweeny WTP is exempt from pathogen and vector attraction requirements due to it only being WTP material. The samples that will be pulled are a TCLP, nutrient and metals sample in order to prove the material is compliant for land application and will be used in conjunction with the time and temperature data supplied by CFPUA. The nutrient and metal and TCLP sample will be collected randomly and consist of at least 30 individual samples mixed together in order to get the composite sample for these parameters. This should take care of any seasonal fluctuations in the material. The following people are responsible for sampling: Milton S. Vann or his designee. SPILL RESPONSE PLAN -DROJECT• Cape Fear Public Utility Authority Permit W00001271 IN THE UNLIKELY EVENT OF A SPILL THE FOLLOWING ACTIONS SHALL BE TAKEN IMMEDIATELY: 1. MANAGEMENT OF SPILL CLEANUP ACTIVITIES: The Operations Manager shall take immediate charge and initiate clean-up activities. Contractor labor and equipment is to be utilized. In the event additional labor and equipment is required, assistance may be requested from the Cape Fear Public Utility Authority, the NC Department of Transportation, and other private contractors as necessary. 2. HALT THE SOURCE OF THE SPILL: Such as a ruptured container or damaged transport unit. 3. CONTAIN THE SPILL: Form a barrier. Sufficient quantities of straw shall be used for such purposes. Earthen barriers may be constructed to augment the straw bale containment area of the spill. The Operations Manager or the person in charge on the spill site will advise the clean-up personnel where to get the straw, lime, and other items necessary to complete the clean-up operation, i.e., local fanners, farm supply centers, nurseries, etc. 4. CLEAN-UP: ".mploy front-end loaders, vacuum equipment, sludge application vehicles, and/or local septic tank service to remove as .rush of the spilled material as possible. Straw and/or sand should be scattered in the spill area to soak up the remaining material. The straw- and sand -soaked material will be collected and removed to a disposal area approved by representatives of the state regulatory agency. 5. FINAL CLEAN-UP: Employ rotary brush sweeper if needed, and apply lime to the spill area upon the approval of the clean-up efforts by the state regulatory representative. If the event occurs on private property, the clean-up will be completed to the satisfaction of the property owner and state regulatory representatives. The ultimate goal will be to restore the spill area to its original condition if possible. G. NOTIFICATION: As soon as possible after the spill occurs, the Operations Manager or assistant will notify the Central office, and they will then be responsible for notifying other key personnel. 7. REPORTING: CFPUA personnel will notify the Raleigh Regional Office by Telephone at 919-791-4200 as soon as possible, but not more than 24 hours after, or on the next working day following the occurrence. The Operations Manager shall provide a written report within 48 hours of the spill to the Technical Services Director, The report shall list all relative information and actions taken. Contractor personnel will file a written report to the Raleigh Regional office of the NCDENR within 5 days of the occurrence. For after hours reporting the Division's emergency number shall be called to report all incidences (800- 662-7956 or 800-858-0368 or 919-733-3300) DWR Division of Water Resources State of North Carolina Department of Environmmental Quality Division of Water Resources LAND APPLICATION SITE CERTIFICATION INSTRUCTIONS FOR FORM: LASC 06-16 Please use the following instructions as a checklist in order to ensure all required items are submitted. Adherence to these instructions and checking the provided boxes will help produce a quicker review time and reduce the amount of additional information requested. Failure to submit all of the required items will lead to additional processing and review time for the permit application. Unless otherwise noted the Applicant shall submit one original and two copies of the a lication and supporting documentation For more information, visit the Water Quality Permitting Section's Non -Discharge Permilttng Unit General This certification provides detailed information of receiving sites for Iand application of Class B residuals (may include water treatment plant or other type residuals) in accordance with 15A NCAC 02T .1100. Do not submit this certification for review without a corresponding application form (FORM: RLAP 06-16 or FORM: SDR 06-16). Unless otherwise noted, the Applicant shall submit one original and two copies of the application and supporting documentation listed below. A. Land Application Site Certification (FORM: LASC 06-16): ® Submit the completed and appropriately executed Land Application Site Certification (FORM: LASC 06-16) form. Please do not make any unauthorized content changes to this form. If necessary for clarity or due to space restrictions, attachments to the application may be made, as long as the attachments are numbered to correspond to the section and item to which they refer. ® For new or renewed permits, submit the requested information for all land application sites. ® For modified permits, submit the requested information for only those sites that are new, transferred or affected by the proposed modification. l( Land Application Site Information: ® The status of the land application site with respect to this residuals land application program must be provided in table 1. The status categories and their corresponding codes are as follows: New (N) ♦ Renewed (R) ♦ Modified (M) + Transferred (T) ♦ Deleted (D) ® Attach the following in accordance with each status code: Status Code Required Item N R T M U ✓ County Board Notification. doc Land Owner Agreement (If applicable) Setback Waiver Agreement An updated vicinity/setback map in accordance with the "Man Guidance ✓ ✓ ✓ for Residuals Land Application Permits" A soils and agronomic evaluation in accordance with the "Soil Scientist ✓ Evaluation Policy" INSTRUCTIONS FOR FORM: LASC 06-16 Page 1 of 3 An updated accounting of the land application site's cumulative ✓ pollutant loading rates CPLRs Status Code Required Item N R T M For previously permitted sites without a soil series name indicated in the Attachment B, submit County Soil Survey Map (or equivalent) clearly ✓ indicate the location of the land application site and in accordance with the soil map requirements in the "Soil Scientist Evaluation Policy" Acknowledgement of field transfer from Land Owner (Fields may not be permitted to multiple Permittees over the same timeperiod) This item may be required for land application site with a status code "W', please contact the Division if you need assistant in determining attachment requirements. ® Crop Type should include the most likely crop types for the life of the permit (five years). ® Predominant Soils Series Name must be either the name of the soil indicated in Attachment "B" of the existing permit, or name of the soil series as provided by the licensed sail scientist. ® Predominant Soil Mapping Unit or Representative Slope: Either the Soil Mapping Unit or the representative slope of each site must be provided. The predominant soil -mapping unit must be consistent with the predominant soil series name. Please note that the soil mapping units are variable between Counties, so care should be taken in properly identifying the correct mapping unit. If a representative slope is provided, it must be determined accordingly: ® For sites previously permitted for use, but do not have an established soil mapping unit (the mapping unit provides information on both the soil series name and the slope of the soil), the Applicant may determine the representative slope by using the average slope provided in the County Soil Survey (or equivalent). A soil type with a slope range of 4 - 8% would have a representative slope of 6%. ® New Sites to be permitted must have slopes determined as part of the soils report prepared by a licensed soil scientist. ® Acceptable methods for determining location coordinates (i.e., latitude and longitude) and their corresponding codes are as follows: • Address Matching (ADD) • Digital or Raw Photo Extraction (EXT) • Aerial Photography with Ground Control (AER) • Geodetic Quality GPS Survey (GEO) . Cadastral Survey (SUR) • LORAN-C Navigation Device (LOR) Conversion from Coordinate Plane (CP) • Navigation Quality GPS (GPS) Conversion from Township -Section -Range (TSR) • Remote Sensing (RS) • Conversion from Universal Trans Mere (UTM) • Zip Code Centroid (ZIP) • Map Interpretation by Digital or Manual Extraction (MAP) C. Waterbody and Classifications Information: (new sites only) ❑ Use an 8.5 by 11-inch copy of the portion of a 7.5-minute USGS Topographic Map to identify the location where the residuals program activities are planned to occur as well as the closest downslope surface waters as clearly as possible. Each map portion must be labeled with the map name and number, the identified location, and be of clear and reproducible quality. ❑ Surface water body classifications information may be found at: http:/Ideq.nc.gov/abouddivisionslwater- resources/ lannin classification-standards/classifications ❑ Any questions concerning the waterbody and its classification, please contact the Division's regional offices. ❑ A list of the Division's regional offices, their county coverage, and their contact information may be downloaded at: hn:///deg.nc.gov/contact/regional-offices ❑ General Instructions: There are 17 river basins in North Carolina. Each basin has associated waterbodies with assigned subbasins, location descriptions, stream index numbers and established classifications. 1. Identify the project area on a 7.5 minute USGS topographical map (an 8.5 x I1-inch sheet showing the project area should be submitted with the permit application regardless of whether a Stream classification was completed). 2. Determine the names of all the closest down slope surface waters from the project site. For unnamed tributaries, see Table 1: Unnamed Tributaries Entering Other States or for Specific Basin Areas. Label any unnamed tributaries as "UT to stream name" as the waterbody name. 3. Open the link hiip•//degnc gov/about/divisions/water-resources/planninp/classification-standards/classifications. ❑ Stream Classification Process: One of the options below may be used depending on the known initial project information. ❑ KNOWN BASIN WHERE CLOSEST DOWN SLOPE SURFACE WATER IS LOCATED 1. Select proper basin from the List all Waterbodies in Basin sorted report. Sort hydrologically as this will provide the proper location descriptions if multiple runs. INSTRUCTIONS FOR FORM: LASC 06-16 Page 2 of 3 2. Locate the name of the identified waterbody (from General Directions) on the list. 3. For multiple listings of the same waterbody name in the report, select and verify the location description. The tern "source" in the description means the beginning of the waterbody segment (most upstream point). 4. Record all Basins, Stream Index Numbers and Classifications applicable to the project. ❑ KNOWN COUNTY WHERE CLOSEST DOWN SLOPE SURFACE WATER IS LOCATED { 1. Select the proper county from the List all Waterbodies in county, hydrologically report. 2. Locate the name of the identified waterbody (from General Directions) on the list. 3. For multiple listings of the same waterbody name in the report, select and verify the location description. The term "source" in the description means the beginning of the waterbody segment (most upstream point). 4. Record all Basins, Stream Index Numbers and Classifications applicable to the project. ❑ UNKNOWN BASIN WHERE CLOSEST DOWN SLOPE SURFACE WATER IS LOCATED 1. Use the Clickable basin map to hydrologically sorted list report. 2. Click on the approximate project location to bring up the hydrologically sorted list. 3. Locate the name of the identified waterbody (from General Directions) on the list. 4. For multiple listings of the same waterbody name in the report, select and verify the location description. The term "source" in the description means the beginning of the waterbody segment (most upstream point). 5. Record all Basins, Stream Index Numbers and Classifications applicable to the project. ❑ Notes on index number and unnamed streams: Unnamed Streams 15A NCAC 02B .0301 ❑ Any stream which is not named in the schedule of stream classifications carries the same classification as that assigned to the stream segment to which it is tributary (at the point of entry) except: (A) unnamed streams specifically described in the schedule of classifications; (B) unnamed freshwaters tributary to tidal saltwaters will be classified "C"; or (C) after November 1, 1986, any newly created areas of tidal saltwater which are connected to Class SA waters by approved dredging projects will be classified "SC" unless case -by -case reclassification proceedings are conducted. ❑ The following river basins have different policies for unnamed streams entering other states or for specific areas of the basin: Unnamed Tributaries Entering Other States or for Specific Basin Areas Hiwassee River Basin Streams entering Georgia or Tennessee shall be classified "C Tr." Little Tennesse River Basin And Savannah River Drainage Area Streams entering Georgia or Tennessee shall be classified "C Tr." Such streams in the Savannah River drainage area entering South Carolina shall be classified "B Tr." French Broad River Basin Streams entering Tennessee will be classified "B." Watauga River Basin Streams entering the State of Tennessee are classified "C." Broad River Basin Streams entering South Carolina are classified "C." New River Basin Streams entering the State of Tennessee are classified "C." Catawba River Basin Streams entering South Carolina are classified "C." Yadkin -Pee Dee River Basin Streams entering Virginia are classified "C," and such streams entering South Carolina are classified "C." Lumber River Basin Streams enteringSouth Carolina are classified "C Sw." Roanoke River Basin Streams entering Virginia are classified "C." Except that all backwaters of John H. Kerr Reservoir and the North Carolina portion of streams tributary thereto not otherwise named or described shall carry the classification 'B," and all backwaters of Lake Gaston and the North Carolina portion of streams tributary thereto not otherwise named or described shall carry the classification "C and B." Chowan River Basin Streams entering Virginia are classified "C." Tar -Pamlico River Basin All drainage canals not noted in the schedule are classified "C Sw." except the main drainage canals to Pamlico Sound and its bays which shall be classified "SC." Pas uotank River Basin All drainage canals not noted in the schedule are classified "C." INSTRUCTIONS FOR FORM: LASC 06-16 Page 3 of 3 LAND APPLICATION SITE CERTIFICATION Applicant's naine Ca' a Eear':Pubic 7tih Aiztirorl Land application sites currently certified 295� 9 T net acres and Total to be certified: 2696.08 net acres. L LAND APPLICATION SITE INFORMATION (See Instruction B): Predominant Soil Series Name" Mapping Unit g pp. Status Site/Field ID Landowner(s) Lessee(s) or Operator(s) Net Acres County Crop(s) Codea or Ree Slope NC-CO-16-01 Bullard, Carlos D.; Bullard, 33E4' Columbus D Es J. D NC-CO-16-03 Bullard, Carlos D. COlurIi]u5 NC-CO-19-CO Graham, Naomi; Graham, Brooks, Troy Lee 28.26 Columbus D William O. D ITC-CO-19-06 Brooks, Troy Lee, Jr. 4-05 Columbus NC-CO-28-0I Williams, Clarence R,,, Williams, Peacock, Tony 11.40 Columbus D Clarence, Jr.; Pridgen, Marguerite 2.00 NC-CO-28-02 [Williams, Clarence I2.1 Beykin, Peacock, Tony Columbus D Geraldine Pridgen; Pridgen, Pertis tl 30 D NC -CD 28-03 Best, Rossie, Jr.; Peacock, Wynola Peacock, Tony C011uIlbUS Mae; Best Povert V.; Best, Deborah D1C''=C0 29:1 Hobbs, Toixuxiy 10' Columbus a Status Code for land application sites are: ♦ N (New) ♦ R (Renewed) ♦ M (Modified) t 1 (Transferred) s L �lioiuwu) " Soil Series Name (i.e. Appling, Cecil, etc.) c Mapping Unit must be consistent with those used in the County Soil Survey (i.e. for a 2-8% slope Cecil in Anson County the mapping unit is CeB2) II. WATERBODY AND CLASSIFICATIONS INFORMATION (See Instruction C): Site/Field ID Latitude Longitude Location Location Method Cade Location Accuracy Waterbody Subbasin and Stream Index No. Current and Proposed Class Datum NAD 83 ADD Nearest Second NAD 83 ADD Nearest Second NAD 83 ADD Nearest Second j o o NAD 83 ADD Nearest Second NAD 83 ADD Nearest Second 'o [ NAD 83 ADD Nearest Second i" , NAD 83 ADD Nearest Second NAD 83 ADD Nearest Second Note: Please keep the site information (I.) and waterbody information (1L) of the same field on the same page. Page I FORM: LASC 06-16 LAND ArPLICATION SITE CERTIFICATION AppIicant's name: 'CapE Fear Public Utility'Authori T Land application sites currently certified: 2955.97 net acres and Total to be certified: 2696.08 net acres. I. LAND APPLICATION SITE INFORMATION (See Instruction B): Status Site/Field ID Landowner(s) Lessee(s) or Operator(s) Code' D NC-CO-36-02 Webb, Ethel Darlene Garrell, Kenneth D NC-PE-07-01 Fields, Bradley G. R7's Farm D NC-PE-07-02 Fields, Bradley G. R J's Farm D NC-PE-07-03 Fields, Bradley G. R 7's Faun R NC-13R-21-01 S. Longwood LLC For, David S. R NC -BR 2I-02 S. Longwood LLC Fort, David S. R NC-BR-21-03 S. Longwood LLC For[, David S, R NC-BR-21-04 S. Longwood LLC Fort, David S, Net Acres 9.3 19.21 6.73 21.23 30.28 43.87 170.88 189.37 Predominant Soil Series Name Mapping Unit County Crop(s) or Rep. Slope' Columbus Columbus Columbus Columbus Brunswick Forest Lynchburg Ly Brunswick Forest Rains Ra Brunswick Forest Rains Ra Brunswick Forest Rains Ra a Status Code for land application sites are: + N (New) ♦ R (Renewed) + M (Modified) ♦ T (Transferred) + D (Deleted) b Soil Series Name (i.e. Appling, Cecil, etc.) 'Map —ping Unit must be consistent with those used in the County Soil Survey (i.e. for a 2-8% s:ope Cecil in Anson County the mapping unit is CeB2) II. WATERBODY AND CLASSIFICATIONS INFORMATION (See Instruction C): Site/Field ID Latitude Longitude Location Location Method Code Location Accuracy Waterbody Subbasin and Stream Index No. Current and Class Proposed Datum NAD 83 ADD Nearest Second NAD 83 ADD Nearest Second NAD 83 ADD Nearest Second ° ,?„ NAD 83 ADD Nearest Second —' [� J° L' —'„° . ' —_" NAD 83 ADD Nearest Second �o r ° :1 ;" NAD 83 .ADD Nearest Second - ----:� - . ° , r._.11 °. irf NAD 83 ADD Nearest Second °I" NAD 83 ADD Nearest Second Note: Please keep the site information (I.) and waterbody information (II.) of the same field on the same page. Pa FORM: LASC 06-16 ge 2 LAND APPLICATION SITE CERTIFICATION Applicant's name: Cape Fear Public UilitYAuthori Land application sites currently certified: 2955.97 net acres and Total to be certified: 2696.08 net acres I. LAND APPLICATION SITE INFORMATION (See Instruction B): Predominant Soil Status Site/Field ID Landowner(s) Lessee(s) or Operator(s) Net Acres County Crop(s) Series Name' Mapping Unit Code° or Rep. Slope' NC-13R-21-05 S. Longwood LLC Fort, David S. 163.00 Brunswick Forest Goldsboro GoA R NC-BR-21-06 [S. Longwood LLq Fort, David S. �;2;99 Brunswick Forest Goldsboro GoA R NC-CO-08-01 B iti,, Gerald Dee; Smith, Patricia 45.67 Cp1uIDbuS Row Crop Norfolk NOS R NC-CO-15-02 Mitohell, Jerry D.; Niit°hell, 11.58 Columbus Pasi_u Goldsboro GoA R Charlotte S. _� NC-CO-15-03 Mitchell,JerryD. 36.72 Columbus _ Pasturo Goldsboro GoA R NC-CO-16-02 Bullard, Carlos D.; Bullard, Esty J. 6.81 Columbus Pasture, Norfolk NoB M NC-CO-16-04A Bullard, Carlos D., Jr. 18.07 Columbus Pasture Goldsboro GoA R NC C4-16-04B Bullard, Carlos D., Jr. 10.34 Columbus Pasture Autryville AuB R a Status Code for land application sites are: + N (New) + R (Renewed) + M (Modified) ♦ T (Transferred) + D (Deleted) b Soil Series Name (i.e. Appling, Cecil, etc.) Mapping Unit must be consistent with those used in the County Soil Survey (i.e. for a 2-8% slope Cecil in Anson County the mapping unit is CeB2) H. WATERBODY AND CLASSIFICATIONS INFORMATION (See Instruction C): Location Location Method Code Location Accuracy SitelField ID Latitude Longitude Waterbody Subbasin and Current and Proposed Stream Index No. Class Datum NAD 83 ADD Nearest Second NAD 83 ADD Nearest Second NAD 83 ADD Nearest Second NAD 83 ADD Nearest Second O 1 II NAD 83 ADD Nearest SecondLj ; NAD 83 ADD Nearest Second NAD 83 ADD Nearest Second ° I ° NAD 83 ADD Nearest Second Note: Please keep the site information (I.) and waterbody information (H.) of the same field on the same page. Page 3 FORM: LASC 06-16 LAND APPLICATION SITE CERTIFICATION Applicant's name: CjlpeFear Plrblic Utili Auihori Land application sites currently certified: 2955.97 net acres and Total to be certified: 2696.08 net acres. I. LAND APPLICATION SITE INFORMATION (See Instruction B): Predominant Soil Series Nameb Mapping Unit Status Site/Field ID Landowner(s) Lessee(s) or Operator(s) Net Acres County Crop(s) Code' or Ree p. Slope' NC-CO-17-0.1A Applewhite, Nelson, Jr. 20.99 Columbus Row Crop Foreston Fo D D NC-CO-17-OIB Applewhite, Nelson, Jr. 8.59 Columbus Row Crop Norfolk NoA NC-CO-17-03 Applewhite, W. Nelson; 17.27 Columbus Row Crop Norfolk NoA R Applewhite, Betty D. R NC-CO-17-04A Applewhite, W, Nelson; 6.28 Columbus Pasture _ Norfolk NoA Applewhite, Betty D. R NC-CO-17-048 Applewhite, W. Nelson; 6.46 Columbus Pasture Norfolk NoA Applewhite, Betty D. 12.71 R NC-CO-17-05 Applewhite, W. Nelson; Columbus Row Crop Norfolk NoA Applewhite, Betry D. 4.70 D NC-CO-21-01 Williams, Alfonso L, C0 um us Row Crop Norfolk NoA D NC -CO 21-02, Williams, Alfonso L. 5.19 Columbus Row Crop Norfolk NoA a Status Code for land application sites are: 4 N (New) 4 R (Renewed) ♦ M (Modified) t T (Transferred) • D (Deleted.) b Soil Series Name (i.e. Appling, Cecil, etc.) `Mapping Unit must be consistent with those used in the County Soil Survey (i.e. for a 2-8% slope Cecil in Anson County the mapping unit is CeB2) II. WATERBODY AND CLASSIFICATIONS INFORMATION (See Instruction C): Location Site/Field ID Latitude Longitude Location Method Code Location Accuracy Waterbody Subbasin and Stream Index No. Current and Proposed Class Datum NAD 83 ADD Nearest Second NAD 83 ADD Nearest Second NAD 83 ADD Nearest Second 7" NAD 83 ADD Nearest Second 70 J' '1 " I._ NAD 83 ADD -. Nearest Second --' NAD 83 ADD Nearest Second --� - -. NAD S3 ADD Nearest Second L ° , f' NAD 83 ADD Nearest Second Note: Please keep the site information (I.) and waterbody information (II.) of the same field on the same page. FORM: LASC 06-16 Page 4 LAND APPLICATION SITE CERTIFICATION Applicant's name: Ca e fear Public Utility Authori Land application sites currently certified: 2955.97 net acres and Total to be certified: 2696.08 net acres. I. LAND APPLICATION SITE INFORMATION (See Instruction B): Predominant Soil Status Site[Field ID Landowner(s) Lessee(s) or Operator(s) Net Acres County Crop(s) Series Nameb Mapping Unit Codea or Rep. Slope' NC-CO-21-03 Williams, Alfonso L. 4.93 Columbus Row Crop Norfolk NoA D D NC-CO-22-01 Pridgen, Isaac C. 3.77 Columbus Pasture Goldsboro GoA NC-CO-22-02 Pridgen, Isaac C. 3.62 Columbus Pasture Goldsboro GoA D NC-CO-22-03 Amos, Saundra 7.; Amos, Artie D Prid en, Isaac C. 4.1$ Columbus Pasture Goldsboro GoA Andrews D NC-CO-22-04 1Hemy, Carol P.] Pridgen, Isaac C. Pridgen, Isaac C. 2-61 Columbus Pasture Goldsboro GoA NC-CO-22-05 Amos, Saundra J.; Amos, Artie Pridgen, Isaac C. 3.52 Columbus Row Crop Goldsboro GoA D Andrews D NC-CO-22-06 Pridgen, Isaac C. 3.14 Columbus Row Crop Goldsboro GoA D NC-CO-22-07 Pridgen, Isaac C. 2.78 Columbus Pasture Norfolk NoA a Status Code for Iand application sites are: ♦ N (New) ♦ R (Renewed) ♦ M (Modified) ♦ T (Transferred) ♦ D (Deleted) b Soil Series Name (i.e. Appling, Cecil, etc.) Mapping Unit must be consistent with those used in the County Soil Survey (i.e. for a 2-8% slope Cecil in Anson County the mapping unit is CeB2) IL WATERBODY AND CLASSIFICATIONS INFORMATION (See Instruction C): Site/Field ID Latitude Longitude Location Location Method Code Location Accuracy Waterbody Subbasin and Current and Proposed Stream Index No. Class Datum NAD 83 ADD Nearest Second NAD 83 ADD Nearest Second NAD 83 ADD Nearest Second �- .0 % 7" c iG ' NAD 83 ADD Nearest Second NAD 83 ADD Nearest Second -, i� _�, � mmb, `o , "'"'"'„ NAD 83 ADD Nearest Second -- ^ _ �-J - �" — F-1' r--;1' o �" NAD 83 ADD Nearest Second —Lo 7- NAD 83 ADD Nearest Second Note: Please keep the site information (I.) and waterbody information (II.) of the same field on the same page. Page 5 FORM: LASC 06-16 LAND APPLICATION SITE CERTIFICATION Applicant's name: Ca e Fear Public Utili Aathor' Land application sites currently certified: 2955.97 net acres and Total to be certified: 2696.08 net acres. I. LAND APPLICATION SITE INFORMATION (See Instruction B): .Predominant Soil Status Site/Field ID Landowner(s) Lessee(s) or Operators) Net Acres County Crop(s) Series Name a Mapping Unit Cade a or Rep. Slope c NC-CO-22-08 Pridgen, Isaac C. 0.53 Columbus Pasture Goldsboro GOA D D NC-CO-22-09 Pridgen, Isaac C. 1.47 Columbus Pasture Goldsboro GoA NC-CO-29-01 Hobbs, Tommy S.; Hobbs, 15.85 Columbus Row Crop Norfolk Loamy NoA M Marcia C. NC-CO-29-02 Hobbs, Tommy S.; 19.69 Columbus as e Norfolk -Urban NuB M R NC-CO-29-03 Dobbs, Tommy S.; 31.74 Columbus Pasture Norfolk NoA NC-CO-29-04 Hobbs, Tommy S.; 22.22 Columbus Row Crop Norfolk -Urban. NuB R NC-CO-29-05 Hobbs, Tommy S.; 13.35 Columbus Row Crop Wagram WaB R NC-CO-29-06 Hobbs, Tommy S.; 31.81 Columbus Row Crop Norfolk NoA R a Status Code for land application sites are: ♦ N (New) ♦ R (Renewed) ♦ M (Modified) ♦ T (Transferred) ♦ D (Deleted) b Soil Series Name (i.e. Appling, Cecil, etc.) ° Mapping Unit be consistent with those used in the County Soil Survey (i.e. for a 2-8% slope Cecil in Anson County the mapping unit is CeB2) must H. WATERBODY AND CLASSIFICATIONS INFORMATION (See Instruction Q. Location Location Method Code Location Accuracy Site/Field ID Latitude Longitude Waterbody Subbasin and Current and proposed Stream Index No. Class Datum NAD 83 ADD Nearest Second NAD 83 ADD Nearest Second NAD 83 ADD Nearest Second NAD 83 ADD Nearest Second-- o NAD 83 ADD Nearest Second ` ^ NAD 83 ADD Nearest Second�.-_— r- - NAD 83 ADD o Nearest Second-- _._._.. - f �o ; - ', ' u„ F-10 i�' " NAD 83 .ADD Nearest Second Note: Please keep the site information (I.) and waterbody information (II.) of the same field on the same page. Page 6 FORM: LASC 06-16 LAND APPLICATION SITE CERTIFICATION Applicant`s name: Land application sites currentlyPucertified: rtif ed:1955.97 nets acres and Total to be certified: 2696.08 net acres I. LAND APPLICATION SITE INFORMATION (See Instruction B): Predominant Soil Status Site/Field ID Landowner(s) Lessee(s) or Operator(s) Net Acres County Crop(s) Series Name b Mapping Unit Code" or Rep. Slope' Tommy S.; Hobbs, Marcia 249 COlumbuS Row Crop Norfolk NOA M=-Co-29-07 Cobbs, R NC-CO-29-08 Hobbs, Tommy S.; Dobbs, Marcia 17.23 Columbus Row Crop Norfolk NOA C, NC-CO-29-09 Tommy S.; Hobbs, Marcia 3.26 Columbus Row Crop Norfolk NoA Cobbs, M M NC-CO-29-10 Tommy S.; Hobbs, Marcia 15,04 Columbus Pasture Rains Ra Cobbs, NC-CO-29-12 Hobbs, Tommy S.; Hobbs, Marcia 5.62 Columbus Pasture Wagram WaB R C. R NC-CO-29-13 Hobbs, Tommy S.; Hobbs, Marcia 9.02 Columbus Row Crop Goldsboro GoA C. NC-CO-30-01 Godwin, Hubert Delane; Godwin, 14.60 Columbus Row Crop Norfolk NoA R O. Malette. NC-CO-30-02 Godwin, Hubert Delane; Godwin, 5.08 Columbus Row Crop Lynchburg Ly R O. Malatte a Status Code for land application sites are: ♦ N (New) + R (Renewed) t M (Modified) ♦ T (Transferred) + D (Deleted) b Soil Series Name (i.e. Appling,, Cecil, etc.) `Mapping Unit must be consistent with those used in the County Soil Survey (i.e. for a 2-8% slope Cecil in Anson County the mapping unit is CeB2) H. WATERBODY AND CLASSIFICATIONS INFORMATION (See Instruction C): Location Location Method Code Location Accuracy Site/Field ID Latitude Longitude Waterbody Subbasin and Current and Proposed Stream Index No. Class Datum NAD 83 ADD Nearest Second NAD 83 ADD Nearest Second NAD 83 ADD Nearest Second NAD 83 ADD Nearest Second ° NAD 83 ADD Nearest Second NAD 83 ADD Neatest Second r-`° j1 NAD 83 ADD '—° � • Li — Nearest Second -- _ NAD 83 ADD Nearest Second Note: Please keep the site information (I.) and waterbody information (II.) of the same field on the same page. Page 7 FORM: LASC 06-16 LAND APPLICATION SITE CERTIFICATION Applicant's name Ca 'e Fear Plalbl�G ISt]>r Authozx Land application sites currently certified 2955 97 net acres and Total to be certified: 2696.08 net acres. I. LAND APPLICATION SITE INFORMATION (See Instruction B): Predominant Soil Status Site/Field ID Landowner(s) Lessee(s) or Operator(s) Net Acres County Crop(s) Series Name b Mapping Unit Code-' or Rep. Scope' NC-CO-30-03 Godwin, Hubert Delane; 8.51 Columbus Row Crop Goldsboro GoA R Godwin, O. Malette NC-CO-30-04 Godwin, HubertDelane; Godwin, 4,74 Columbus Row Crop Norfolk NoA R O. Malette NC-CO-30-05 Godwin, Hubert Delane; 9.09 Columbus Row Crop Goldsboro GoA R Godwin, 0. Malette NC-CO-30-06 Godwin, Hubert (Heirs) 9.31 Columbus Row Crop Lynchburg Ly M NC-CO-30-07 Godwin, Hubert (Heirs) 5.3 Columbus Pasture Norfolk NoA M Nc-' -36-01 Ellwood and RosadeilMuda Garrell, Kenneth 38.10 Columbus Row Crop Norfolk NoA R Charitable Trust NC-CO-36-03 Ellwood and Rosadell Min -tin Garrell, Kenneth 17.50 Columbus Row Crop Norfolk NoA R Charitable Tnrst NC-CO-36-04 Elwood and RosadellMartin Garrell, Kenneth 6 70 Columbus Row Crop Goldsboro GoA R Charitable Trust a Status Code for land application sites are: ♦ N (New) ♦ R (Renewed) s M (Modified) ♦ T (Transferred) e D (Deleted) b Soil Series Name (i.e. Appling, Cecil, etc.) 'Mapping Unit must be consistent with those used in the County Soil Survey (i.e. for a 2-8% slope Cecil in Anson County the mapping unit is CeB2) II. WATERBODY AND CLASSIFICATIONS INFORMATION (See Instruction C): Location Waterbody Subbasin and Current and Proposed SitelField ID Latitude Longitude Location Method Cade Location Datum Accuracy Stream Index No. Class NAD 83 ADD Nearest Second NAIL 83 ADD Nearest Second NAD 83 ADD Nearest Second NAD 83 ADD Nearest Second oo �.. NAD 83 ADD Nearest Second _ 1 o 'r Mr' NAD 83 ADD Nearest Second — 20 NAD 83 ADD Nearest Second K 10 r, ,fo irr NAD 83 ADD Nearest Second-- J Note: Please keep the site information (I.) and waterbody information (II.) of the same field on the same page. Page 8 FORM: LASC 06-16 LAND APPLICATION SITE CERTIFICATION A licant's name: Cape Fear Pic pp ublUtilitv Authors _ Land application sites currently certified: 2955.97 net acres and Total to be certified: 2696.08 net acres. L LAND APPLICATION SITE INFORMATION (See Instruction B): Status Site/Field ID Code' NC-CO-36-05 R M NC-CO-37-01 NC-CO-37-02 R R NC-CO-37-03 NC-CO-37-04 R R NC-CO-60-01 R NC-CO-60-02 R NC-CO-60-03 Landowner(s) I Lessee(s) or Operator(s) I Net Acres I County I Crop(s) Ellwood and RosadelI Garrell, Kenneth 6.30 Columbus Row Crop Martin Charitable Trust Byrd Family Properties LLC of Byrd Giles E. 191.12 Columbus Row Crop Lake Wakamaw Byrd, Giles Edwin 152.40 Columbus Row Crop Giles Byrd & Son Inc Byrd, Giles E. 44.90 Columbus ova Crop, Byrd Family Propedes LLC of Byrd, Giles E. 74.30 Columbus Row Crop Lake Wakamaw 6-40 14,43 Columbus Row Crop Moore, Bobby R. Moore, Bobby R. Columbus Row Crop Moore, Bobby R. 11.62 Columbus Row Crop 1 d Predominant Soil Series NarnO Mapping Unit or Rep. Slope' Goldsboro GoA Lynchburg Ly Echaw Ec Wagram WaB Wagram WaB Norfolk NoA Norfolk NoA Foreston Fo I Status. Code for land application sites are: ♦ N (New) ♦ R (Renewed) ♦ M (Modified) ♦ T (Transferred) ♦ D (13e ete ) b Soil Series Name (i.e. Appling, Cecil, etc.) 'Mapping Unit must be consistent with those used in the County Soil Survey (i.e. for a 2-8% slope Cecil in Anson County the mapping unit is CeB2) H. WATERBODY AND CLASSIFICATIONS INFORMATION (See Instruction C): Location Site/Field ID Latitude Longitude Location Method Code Location Accuracy Waterbody Subbasin and Stream Index No. Current and Proposed Class Datum NAD 83 ADD Nearest Second NAD 83 ADD Nearest Second NAD 83 ADD Nearest Second o n o NAD 83 ADD Nearest Second r ;o --i, NAD 83 ADD Nearest Second - - — o f '' NAD 83 ADD Nearest Second NAD 83 ADD Nearest Second m- "o — , ;: n Leo �. rr NAD 83 ADD Nearest Second Note: Please keep the site information (I.) and Waterbody information (U.) of the same field on the same page. Page 9 FORM: LASC 06-16 LAND APPLICATION SITE CERTIFICATION 1- - Applicant's name: Cape Fear Public Utility Authozit� Land application sites currentl certified: 2955.97 net acres and Total to be certified: 2696.08 net acres. y L LAND APPLICATION SITE INFORMATION (See Instruction B): Predominant ,Soil Status Site/Field ID Landowner(s) Lessee(s) or Operator(s) Net Acres County Crop(s) Series Names Mapping Unit Coders or Rep. Slop el NC-CO-60-04 Bobby Ray Moore Irrevocable 12.16 Columbus Row Crop Wagram WaB R Trust R NC-CO-60-05 Bobby Ray Moore Irrevocable 24.32 Columbus Row Crop Wagrain WaB 7nist NC-CO-60-06 Bobby Ray Moore Irrevocable 3.46 Columbus Row Crop Muckalee Mk R Trust R NC-CO-60-07 Bobby Ray Moore 19.79 Columbus Row Crop Muckalee Mk R NC-CO-61-01 Moore, Robert L. 2.52 Columbus Row Crop Norfolk NoA R NC-Co-61-02 Moore, Robert L. 15.27 Columbus Row Crop Norfolk NoA R NC -CO 61-03 Moore, Robert L. 4.17 C01UMbus Row Crop Wagram WaB R NC-CO-164-01 Skipper, Douglas 5.09 Columbus Pasture Autryville AuB a Status Code for land application sites are: ♦ N (New) ♦ R (Renewed) ♦ M (Modified) 4 T (Transferred) ♦ D (Deleted) t Soil Series Name (i.e. Appling, Cecil, etc.) Mapping Unit must be consistent with those used in the County Soil Survey (i.e. for a 2-8% slope Cecil in Anson County the mapping unit is CeB2) IL WATERBODY AND CLASSIFICATIONS INFORMATION (See Instruction C): Location Location Method Code Location Accuracy Site/Field ID Latitude Longitude Waterbody Subbasin and Stream Index No. Current and Proposed Class Datum NAD 83 ADD Nearest Second NAD 83 ADD Nearest Second NAD 83 ADD Nearest Second I� NAD 83 ADD Nearest Second _ -- ---— " -0' ? " NAD 83 ADD Nearest Second-- ---- 7-1 ' ` NAD 83 ADD Nearest Second I:— -� 1._l �-_ .7„ NAD 83 ADD Nearest Second — - _-- L_. _ � NAD 83 ADD Nearest Second Note: Please keep the site information (I.) and watcrbody information (II.) of the same field on the same page. Page 10 FORM: LASC 06-16 LAND ArPLICATION SITE CERTIFICATION Applicant's name CapeearP�€bltc:I3tt�3Authott Land application sites currently certified 1,9 6 97 net acres and Total to be certified: 2696.08 net acres. I. LAND APPLICATION SITE INFORMATION (See Instruction B). Predominant Soil Series Name b Mapping Unit Status Site/Field ID Land Landowner(s) Lessee(s) or Operator(s) Net Acres County Crop(s) or Rep. Slope' NC-CO-164-02 Skipper, Douglas 3.14 Columbus Pasture Foreston Fo M M NC-CO-164-04 Skipper, Douglas 6.34 Columbus Pastore Foreston Fo NC-CO-164-05 Skipper, Douglas 9.41 Columbus Pasture Stallings St R R NC7CO-164-08 Skipper, Elmer 1.78 Columbus :a Stallings St R NC-CO-164-09 Skipper, Douglas 25.57 1.37 Columbus Pasture Torhunta To NC-NH-02-01 Hilton Properties Limited Northwest Land Company LLC New Hanover Forest Norfolk NoA R Partnership 2.48 NC-NH-02-02 Hilton Properties Limited Northwest Land Company LLC New Hanover Forest Norfolk NoA R Partnership NC-NH-02-03 Hilton Properties %united Northwest Land Company LLC 1.27 New Hanover Forest Goldsboro GoA R Partnership 2 Status Code for land application sites are: 0 N (New) 4 K (KeneWe4J ♦ 1VA �tvluuiucu) a �lAauaicia u� T l +� b Soil Series Name (i.e. Appling, Cecil, etc.) °Mapping Unit must be consistent with those used in the County Soil Survey (i.e. for a 2-8% slope Cecil in Anson County the mapping unit is CeB2) II. WATERBODY AND CLASSIFICATIONS INFORMATION (See Instruction Q.- Location Waterbody Subbasin and Current and Proposed Site/field ID Latitude Longitude Location Method Code Location Accuracy Stream Index No. Class Datum NAD 83 ADD Nearest Second NAD 83 ADD Nearest Second NAD 83 ADD Nearest Second u NAD 83 ADD Nearest Second {° V ', j„ a , Ell NAD 83 ADD Nearest Second 21 NAD 83 ADD Nearest Second 77 d ,, Ili NAD 83 ADD Nearest Second 7 . NAD 83 ADD Nearest Second �— Note: Please keep the site information (I.) and waterbody information (1l.) ox me same neia on me same page_ FORM: LASC 06-16 Page 11 LAND APPLICATION SITE CERTIFICATION Applicant's name Caiae Fear Pubbc-Ytl]rty Auorr Land application sites currently certified. 295 97 net acres and Total to be certified: 2696.08 net acres. T. LAND APPLICATION SITE INFORMATION (See Instruction B): Predominant Soil Status Site/FieId ID Landowner(s) Lessee(s) or Operator(s) Net Acres County Crop(s) Series Narrne b Mapping Unit Code' or Rep. SIope' NC-NH-02-04 Hilton Properties Limited Northwest Land Company LLC 1.11 New Hanover Forest Wagrain WaB R Partnership NC-N I-02-06 Hilton Properties Limited Northwest Land Company LLC 6.99 New Hanover Forest Goldsboro GoA R rt e i NC-NH-02-08 Hilton Properties Limited Northwest Land Company LLC 82.29 New Hanover Forest Goldsboro GoA R Partnership NC-NH-02-09A Hilton Properties Limited Northwest Land Company LLC 4.26 New Hanover Forest Goldsboro GoA R Partnership NC-2��3-o2-o5s Hilton Properties Limited Northwest Land Company LLC 47.30 New Hanover Forest Goldsboro GoA R Panne 5 NC-NH-02-10 Hilton Properties Limited Northwest Land Company LLC 386.28 New Hanover Forest Loen Ln$ R P ner i NC-NH-02-11A Hilton Properties Limited Northwest Land Company LLC 7.11 New Hanover Forest Leon LnB R e NC-NH-02-11B Hilton Properties Limited Northwest Land Company LLC 55.15 New Hanover Forest Murville iblu R ne ¢ ' a Status Code for land application sites are: ♦ N (New) ♦ R (Renewed) ♦ M (Modified) ♦ T (Transferred) ♦ D (Deleted) b Soil Series Name (i.e. Appling, Cecil, etc.) 'Mapping be with those used in the County Soil Survey (i.e. for a 2-8% slope Cecil in Anson County the mapping unit is CeB2) Unit must consistent IT. WATERBODY AND CLASSIFICATIONS INFORMATION (See Instruction C): Location Location Method Code Location Accuracy Waterbody Subbasin and Current and Proposed Site/Field ID Latitude Longitude Datum Stream Index No. Class NAD 83 ADD Nearest Second NAD 83 ADD Nearest Second NrAD 83 ADD Nearest Second NAD 83 ADD Nearest Second NAD 83 ADD Nearest Second U- .!i NAD 83 ADD Nearest Second ' Lj NAD 83 ADD Nearest SecondLj '. 'III o I , to NAD 83 ADD Nearest Second Note: Please keep the site information (I.) and waterbody information (II.) of the same field on the same page - Page 12 FORM. LASC 06-16 LAND APPLICATION SITE CERTIFICATION Applicant's name Ca `. dear Pu�1ic T7nli , AutlLort ' Land application sites currently certified 2955 97 net acres and Total to be certified: 2696.08 net acres. I. LAND APPLICATION SITE INFORMATION (See Instruction B): Predominant Soil Status Site/Field ID Landowner(s) Lessee(s) or Operator(s) Net Acres County Crop(s) b Series Name Mapping Unit Code,' or Rep. Slope' NC-NH-03-01 [Mack, Christina K.] Sea&"a 14.05 New Hanover Forest pantego Pa R LLC NC NH-03-02 [Mack, Christina K.] SeaGreeat 149.57 New Hanover Forest Leon LDB R LLC NC NH-03-03 [Mack, CluisdnaK.] SeaGreen 34.98 New Hanover Forest Leon LnB R a NC-NH-03-04 [Mack, Cluistina K.] Sea ireen 12.24 New Hanover Forest Panteg0 Pa R LLC NC PB 03-01 Lanier, Gene Buron, Jr. 28.70 Pender Psatue EXum ExA R NC-l'E 03-02 Gene Buron Lanier Trustees Lanier, Gene Buran 16.79 Pender Pasture Exum ExA M NC-PE-03-03 Gene Buron Lanier Trustees 18.80 Ponder pasture Johns Jo R NC-PF--03-09 Lanier, Gene Buron, Jr. 20.50 Pender pasture Aycock AyB R a Status Code for land application sites are: 4 N (New) ♦ R (Renewed) ♦ M (Modified) ♦ T (Transferred) s D (Deleted) b Soil Series Name (i.e. Appling, Cecil, etc.) Mapping Unit must be consistent with those used in the County Soil Survey (i.e, for a 2-8% slope Cecil in Anson County the mapping unit is CeB2) II. WATERBODY AND CLASSIFICATIONS INFORMATION (See Instruction C): Location Waterbody Subbasin and Current and Proposed Location Method Code Location Site/Field ID Latitude Longitude Datum Accuracy Stream Index No. Class NAD 83 ADD Nearest Second NAD 83 ADD Nearest Second NAD 83 ADD Nearest Second ' i^„ NAD 83 ADD Nearest Second NAD 83 ADD Nearest Second 1 777, r ° NAD 83 ADD Nearest Second LLi 1 NAD 83 ADD Nearest Secondi .. io �, �,�„ ,o �, �""'•„ NAD 83 ADD Nearest Second Note: Please keep the site information (I.) and waterbody information (11,) of the same field on the same page. Page 13 FORM: LASC 06-16 LAND ArPLICATION SITE CERTIFICATION Applicant's name Ca:'eFearublcUialz Author ; Land application sites currently certified 2955 97 net acres and Total to be certified: 2696.08 net acres. I. LAND .APPLICATION SITE INFORMATION (See Instruction B): Predominant Soil Series Name Mapping Unit Status Site/Field ID Landowner(s) Lessee(s) or Operator(s) Net Acres County Crop(s) Code' or Rep. Slope' NC-PE-03-10 zanier, Gene Buron, Jr. 43.90 Pender Pasture Aycock AyB R R NC-PE-03-11 Lanier, Gene Buron, Jr. 10.90 Pender Pasture Norfolk NoA NC-PE-03-12 Lanier, Gene Buron, Jr. 18.00 Pender pasture Goldsboro GoA R a Status Code for land application sites are: + N (New) + R (Renewed) + M (Modified) + T (Transferred) + D (Deleted) b Soil Series Name (i.e. Appling, Cecil, etc.) °Mapping Unit must be consistent with those used in the County Soil Survey (i.e. for a 2-8% slope Cecil in Anson County the mapping unit is CeB2) II. WATERBODY AND CLASSIFICATIONS INFORMATION (See Instruction C): Site/Field ID Latitude Longitude Location Location Method Code Location Accuracy y Waterbody Subbasin and Stream Index No. Current and Proposed Class Datum NAD 83 ADD Nearest Second NAD 83 ADD Nearest Second NAD 83 ADD Nearest Second 1 ' NAD 83 ADD Nearest Second as ' �, ` NAD 83 ADD Nearest Second o o 3 l NAD 83 ADD Nearest Second NAD 83 ADD Nearest Second J�� LL ,:, �o�, NAD $3 ADD Nearest Second -io y Note: Please keep the site information (1.) and waterbody information (H.) of the same field on the same page. Page 14 FORM: LASC 06-16 Landowner's Certification: I certify that I am a deeded landowner of the above -referenced land application site(s) and am authorized to make decisions regarding the use of the land application sites) on behalf of other deeded landowners OR that I am otherwise authorized, through a power of attorney or other legal delegation, to make decisions regarding the use of the land application site(s) on behalf of the deeded Iandowners. I certify that the above -referenced land application site(s) are not included in any waste disposal contract or agreement with another municipality, contractor, or other permitted entity. Furthermore, I certify that I have read this Agreement, understand the stipulations, restrictions, alternatives for water supply wells inside the compliance boundary, acknowledgement of field transfer, and do hereby grant permission to the Permittee to land apply residuals to the land application site(s) as specified herein. Landowner �a 41 4 L 4- Kd.S FC% Y'M 5- A 4 4 /,oAl i PI/cr o Address: —V. f It . 572 City: h ! T V l // C State: C Zip: ,2• _ ._.. - Phone: q 1 o o- 7/-2 I E-mail address: !/ Signature: r 5 ]GL5 �o�+�+�s� Date: / O f! `7 2 O w►ar..s r+/lt.c. NORTH CAROLINA, �t✓V COUNTY I, the undersigned Notary Public do Hereby certify that initials: F' personally appeared before me this day, and, being duty sworn, stated that in his/her resence p J&� � � �� signed the attached document and acknowledged the due execution of the foregoing instrument. WITNESS my hand and official seal this the 7 C-4 A- f f .1-/V 049U Signature and seal: My commission expires: Lessee's/Operator's Certification: o _.f- 20 ROBERT N. ROTH GUILFORD COUNTY STATE OF NORTH CAROUNA I certify that I have read this Agreement and do hereby agree to abide by the stipulations and restrictions as specified herein. Lessee/operator name: j JA v ct ,o ✓ Address: -5 I2.. tIOLI . S C.i�TI4 City: -—-gll^�'v/tir _. State: cS L Zip: p Z7 S_ Lr � Phone: �I0 V 10 2 7 E-mail address: G(Lw�K.... s da/l •r.G,.� . Signature: t Gy J Date: 1d — /� 2 �� I Permittee's Certification: I certify that I have read this Agreement and do hereby agree to abide by the stipulations and restrictions as specified herein. Signing official name:`�cjr�� Signature: _ Date: FORM: LOA 06-1.6 Page 3 of 3 APPLICATION MAP V .-, . ■ �"TT ;' 4�` OLD CRIBS RD Y �'l L r a - LEGEND APPLICATION AREA UNSUITABLE AREA �- - PRIVATE ROAD WATER GRAPHIC SCALE — - - -- STREAM ONSITE HOUSE V = 660' -- — DRAIN . OFFSITE HOUSE -- FENCE ® OUTBUILDING — -�--- PROPERTY LINE 0 WELL The compltance boundary Is establIshed ellher 250 It from tie reslduals application area or 50 feet within NC_CO_30 In (lie property boundary, whlehever Is closest to the opplicolion area- The ruvlew boundary Is eslubtlshed midway betaieen tie compliance boundary and the perimeter of the fcsiduals applicalion area, All c locations are approximate, Fields 1-J APPLICATION MAP LEGEND APPLICATION AREA UNSUITABLE AREA PRIVAII- M)AU WATER STREAM DRAIN 11 0 _x ter— FENCE — -- PROPERTY LINE ONSITE HOUSE OFFSITE HOUSE OUTBUILDING WELL The compliance boundary Is eslabllshetl either 254 it from the residuals npplication area or 50 fact within In the property boundary, whichever Is closest to the application area_ The review boundary Is eslablished midway between the compliance boundary and the perimeter of the residuals application area, All location are approximate. GRAPHIC SCALE 1" = 660' NC-CC-30 Fields 6-7 SOIL SURVEY GRAPHIC SCALE V = 6601 The compliance boundary Is established either 260 it from the reslduals application area ur 50 feet within b the property boundary, %vhichever Is closest to the application area. The review boundary Is established midway between the compliance boundary and the perimeter of the residuals application area. All locations are approximate, NC-CO-30 Fields 6-7 - TOPOGRAPHIC MAP - Vl 7 it -min. GRAPHIC SCALE V = 660' The compliance boundary Is ostablished afther 250 fl from the residuals apptiomi area or 50 feel %ithtn N ` �' �_ � to ilia property boundary, tivhlchever Is closest to the appllc�nllon area. The roew boundary Is established midway between the complianoe boundary and the perimeter of the residuals applicalion area, All locations are approximate. Fields 6-7 0 TOPOGRAPHIC MAP C� z ,� o 4 4 41 V i AA e� I a � +• 1 JJd V II r , GRAPHIC SCALE 1000' 14t0i1' a low. The compliance boundary Is estatAshed either 250 ft (rani the reslduats app5cation area or M feet within C O_ 164, In the property boundary, whichever Is closest to Elie appl[rallon area_ The review boundary Is established midway between the compliance boundary and the perimeter of the residuals applicahan area. All [ocatimisare approximate. Fields 1,2,4,5,8,9 Elleo!A1 .......... IA' 107 Q Z 0 SOIL SURVEY GRAPHIC SCALE 1" =1.000' ,-,ow 6 t,aoJ The compliance boundary Is established elther 260 it from the residuals application area or 50 (eet Kilhin In the property boundary, whichever Is closest to the opplicaon area_ The review boundary Is established midway between the compliant@ boundary and the perirrieler of the residuals application area. All locations are approximate, NC-PE-03 Fields 1-3 TOPOGRAPHIC MAP a z GRAPHIC SCALE V=1,000' 1A47' 6 0001 The compliance boundary Is established elther 260 It from the residuals application area or 50 feel within N C-PE-03 In the property boundary, �yhichever Is closest to the application area. The r%iew boundary Is eslobYshed midway between the complianoe boundary acid the perimeter of the residuals applicalion area, All locations are apptoKimate. Fields 1-3 APPLICATION MAP LEGEND APPLICATION AREA UNSUITABLE AREA WATER PRIVAIF ROAD STREAM ■ DRAIN FENCE PROPERTY LINE ONSITE HOUSE_ OFFSITE HOUSE OUTBUILDING WELL The compliance houWary Is established either 250 It from the residuals application area or 50 feet within In the property boundary, whichever Is closest to the applIcatlo7 area_ The review boundary Is established midway between Vie compliance boundary and the pedrneterof the residuals application area. All locations are approximate. GRAPHIC SCALE 1" = 660' saD, a r,W NC-CO-1 6 Field 2 a z 0 SOIL SURVEY GRAPHIC SCALE 1" = 400' Boa o aao The cornpliancs boundary Is established ellher 260 it from the residuals applicatlan area Of 50 feet within In the mperiy boundary, whichever Is closest to lice application area_ The revlew boundary Is established midway between the compliartoe boundary and the perimeter of the residuals appiicalion area. All locations are approximate. NC-CO-16 Field 2 TOPOGRAPHIC MAP �� �r �,ynHFan_i� „�F�tt,;n• �• rITir:n+ . f - ,rttI•�i GRAPHIC SCALE i" = 660' The compliance boundary is eslabtished ellher 250 it from the residuals application area ur 50 feel wilhin NC-CO-1 6 In the properly boundary, whichever Is closest to the application area. The reAft bounMy is eslabdshed I midway between the compliance boundary and the perimeter of the residuals application area. All locations are approximate. Field 2 LEGEND APPLICATION AREA UNSUITABLE AREA - — — — PRIVATE ROAR �W� WATER STREAM ON SITE MOUSE -- - �-- DRAIN . OFFSITE HOUSE a� FENCE OUTBUILDING ---- -- PROPERTY LINE (� WELL The sampllanrA boundary Is astabllshed either 250 it from the residuals application area or 50 feel within In Ilia ptoperty boundary, yvhlchever is closest to tho application area. The revI&N I)Mndary Is established midway between ttfe compliance boundary and the perimeter of the residuals application area. All locatiotts rrre appso0rate. l �=°`•fir rf�'yi' �rM�l1 � • � � y ,ram. _rr l �! GRAPHIC SCALE 1" = 660' U0, W7 NC-CC-37 Field 1 SOIL SURVEY GRAPHIC SCALE. 1" = 1,000` i Thu compliance boundary is eslAbllshod eliher 250 ft from the reslduals application area Or 50 teal IAMI In the property boundary, whichever Is closest to the apploatlon area. The review boundary is established midmy between the complianoo boundary and the pedmeter of the residuals Application wea, All locations Are approKamte, NC-CO-37 Field 1 TOPOGRAPHIC MAP + F yr' i I ai•�. �YI9YV'PppV'YV d_A, � ��VVVYYYVaVYVYV11VVbOV 7 Spa RC�� av �pbp-41 (D { � r GRAPHIC SCALE 1"= 1,000` E, rr r. The compllanee bourulary Is estaWished ellher 250 ft from the resldunts applicaUun area or 50 lem wthin N C_CO_37 In the pfaperty boundary, whichever Is closest to the appllcaUon area. The revtoAv bouMary Is estabtlshed midway bWtvreen the compliance boundary and the perimeler of the residuals application area. All locations areappro6nate, Field 1 �rs+, L_. LEGEND APPLICATION AREA WAi>wfi = o a m s PRIVATE ROAD ONSITE HOUSE — - - — STREAM OFFSi7EHOUSE — , — DRAIN OUT8UILDING —� - -- PROPERTY LINE 0 WEt'l- The compllarxe Wundary Is astabfisbed elther 250 ft from the residuals npplioakion area or 50 feel rrlthin in Oia property boundary, whfchever Is closest to the applicadoo area_ The review boundary Is estabished ntidvi`ay betwe611 the compliance boundary and the perimeter of the residuals application area, All locatfaiis are approximate, GRAPHIC SCALE NC-CO-29 Fields 1-3 & 13 APPLICATION MAP LEGEND APPLICATION AREA WATER PRIVATE ROAD � ONSITE HOUSE GRAPHIC SCALE — — — STREAM OFE51TE HOUSE 1" = 660' OUTBUILDING (,uo°DRAIN o sir d - —•- PROPERTY LINE WELL The toaipilence boundary is ostablished ellher 260 it from the reslduals opphc4on area or 50 feel Wthin NC-CO-29 In the property boundary, whichever Is closest to the application area. The roew boundary Is est4lished midway tretween the camplianoo boundary and the perimeter of the residuals apphenlion area, Ali locations are approximate. Fields 4 -10,1 2 Q N 0 SOIL SURVEY GRAPHIC SCALE 1 " = 660' sr;rr o n�i The compliance bour4ory is eslablshed either= it from the residuals apphotion area or 54 teel within In the prcpetty boundary, whlehever Is clrysest to Me application area_ 'itte review bouWary is eslabhhed midway between the compliance boundary and dic perimeter of the residuals application area, All Iocalfons em approximate. NC-CO-29 Fields 4 - 10,12 TOPOGRAPHIC MAP 1 t1•R�I•+41Fi1 1 ' I - r.hndbemm GRAPHIC SCAM 1" =1000' The compliance Boundary Is established eliher 250 it from the resldunls applrcuUoii area or 50 feet within N C_CO-29 In the property boundary, %vhtchever Is closest to the application area- The review boundary Is established midway Between the compliance boundary and the perimeter of the residuals application area, All locations tire uppruxlmate, fields I-10,12-13