Loading...
HomeMy WebLinkAbout53-01_2_RedactedNORTH CAROLINA Department of Environmental Quaiity STATE OF NORTH CAROLINA Department of Environment and Natural Resources RALEIGH CENTRAL Office FILE ACCESS RECORD SECTIOQS Min in_g Program rrr DATE/TIME NAME 2.G�zS/ [�REPRESENTING c Guidelines forAccess: The staff of the Central Office is dedicated to making public records in our custody readily available to the public for review and copying. We also have the responsibility to the public to safeguard these records and to carry out our day-to-day program obligations. Please read carefully the following before signing the form. 1. Due to the large public demand for file access, we request that you call at least a day in advance to schedule an appointment for file review so you can be accommodated. Appointments are scheduled between 9:00 a.m. and 3:00 p.m. Viewing time ends at 4:45 p.m. Anyone arriving without an appointment may view the files to the extent that time and staff supervision are available. 2. You must specify files you want to review by mine name/permit no., as appropriate. The number of files that you may review at one appointment will be lim ited. to five. 3. You may make copies of a file when the copier is not in use by the staff and if time permits. Cost per copy is 2.5 cents for ALL copies if you make more than 25 copies — there is no charge for 25 or less copies. Payment is to be made by check, money order, or cash in the administrative offices. 4. Files must be kept in the order you received them. Files may not be taken from the office. No briefcases large totes etc. are permitted in the file review area. Tn rn,nnvc nIfcr dcfnn rni&Info nr HnQ+rnv mn �lorial in nhIin filee k n misdemeanor for which you can be fined up to $500.00. 5. In accordance with GS 25-3-512, a $25.00 processing fee will be charged and collected for checks on which payment has been refused. 6. - The customer must present a photo ID, sign -in, and receive a visitor sticker prior to reviewing files. MINEY NAME 1 PERMIT NO. COUNTY 1. Le`MA+1 sM+-w65 S3-ol L 3 4. 5. Signature/11arne of Firm or Business. Date Time In Time Out Please attach business card to form if available Mine EDLY Screen Is e date Release date 11GVI Lar..�� ermi ere Bonded acreage Band type Band amount Expiration date s Mine acreage screen (releases) Permitted acreage in new acres reclaimed (mine excavation category) NCDENR North Carolina Department of Environment and Natural Resources Division of Land Resources James D. Simons, PG, PE Director and State Geologist Mr. Nuwan Wijesuriya Martin Marietta Aggregates PO Box 30013 Raleigh, NC 27622-0013 Land Quality Section October 31, 2005 RE: Permit No. 53-01 - Lemon Springs Quarry Lee County - Cape Fear River Basin Dear Mr. Wijesuriya: Michael F. Easley, Governor William G. Ross Jr., Secretary Your recent request to have the above referenced mining permit modified has been approved. The modification includes the increase in waste pile (berm) area by 2.5 acres, the decrease in processing area by 2.3 acres, the decrease in stockpile area by 0.2 acres, as indicated on the Mine Map last revised September 14, 2005. Therefore, there shall be no net change in affected acreage at the site, but merely a reclassification of affected area. A copy of the modified permit is enclosed. The conditions in the modified permit were based primarily upon the initial application. Modifications were made as indicated by the modification request and as required to insure compliance with The Mining Act of 1971. The expiration date, mine name and permit number shall remain the same as before the modification. I would like to draw your particular attention to the following conditions where minor additions or changes were made: Operating Condition Nos. 1 B, 4H, 8, and 10B. The issuance of a mining permit and/or any modification to it does not supersede local zoning regulations. The responsibility of compliance with any applicable zoning regulations lies with you. As a reminder, your permitted acreage at this site is 506.58 acres and the amount of land you are approved to disturb is 320 acres. Please review the modified permit and contact Kristin Hicklin, Assistant Mining Specialist,,at (919) 733-4574 should you have any questions concerning this matter. Sincerely, AoydWilliams, PG, CPG, CPESC State Mining Specialist Land Quality Section FRW/kh Enclosure cc: . Mr. John Holley, PE Ms. Shannon Deaton - WRC, w/enclosure Mr. Bradley Bennett - DWQ, wlenclosure Mr. William Gerringer-Mine and Quarry Bureau, w/o enclosure 1612 Mail Service Center, Raleigh, North Carolina 27699-1612 -919-733-4574 / FAX: 919-733-2876 512 North Salisbury Street, Raleigh, North Carolina, 27604 An Equal Opportunity 1 Affirmative Action Employer — 50% Recycled 110% Post Consumer Paper DEPARTMENT OF ENVIRONMENT A KIM AI ATI 1M A 1 �C�`r'11 1Rf`CC* M114V IVMI VRML RGJVVR%.rGa7 DIVISION OF LAND RESOURCES LAND QUALITY SECTION PERMIT for tham, o .�fi= of a activity i�i ui� vp�rauvii vi a mining a�.uvny In accordance with the provisions of G.S. 74-46 through 68, "The Mining Act of 1971," Mining Permit Rule 15A NCAC 5 B, and other applicable laws, rules and regulations Permission is hereby granted to: Martin Marietta Aggregates Lemon Springs Quarry Lee County - Permit No. 53-01 for the operation of a Crushed Stone Quarry which shall provide that the usefulness, productivity and scenic values of all lands and waters affected by this mining operation will receive the greatest practical degree of protection and restoration. MINING PERMIT EXPIRATION DATE: April 5, 2012 Page 2 In accordance with the application for this mining permit, which is hereby approved by the Department of Environment and Natural Resources hereinafter referred to as the Department, and in conformity with the approved Reclamation Plan attached to and incorporated as part of UIIs permit, provisions must be made IUI the! P1UU--ULIUII UI UIC �UIIUUIIUIrly erlVlfonrTlen[ ana Tor reclamation of the land and water affected by the permitted mining operation. This permit is expressly conditioned upon compliance with all the requirements of the approved Reclamation Plan. However, completed performance of the approved Reclamation Plan is a separable obligation, secured by the bond or other security on file with the Department, and may survive the expiration, revocation or suspension of this permit. This permit is not transferable by the permittee with the following exception: if another operator succeeds to the interest of the permittee in the permitted mining operation, by virtue of a sale, lease, assignment or otherwise, the Department may release the permittee from the duties imposed upon him by the conditions of his permit and by the Mining Act with reference to the permitted operation, and transfer the permit to the successor operator, provided that both operators have complied with the requirements of the Mining Act and that the successor operator agrees to assume the duties of the permittee with reference to reclamation of the affected land and posts a suitable bond or other security. In the event that the Department determines that the -permittee or permittee's successor is not complying with the Reclamation Plan or other terms and conditions of this permit, or is failing to achieve the purposes and requirements of the Mining Act, the Department may give the operator written notice of its intent to modify, revolve or suspend the permit, or its intent to modify the Reclamation Plan as incorporated in the permit. The operator shall have right to a hearing at a designated time and place on any proposed modification, revocation or suspension by the Department. Alternatively and in addition to the above, the Department may institute other enforcement procedures authorized bylaw. Definitions Wherever used or referred to in this permit, unless the context clearly indicates otherwise, terms shall have the same meaning as supplied by the Mining Act, N.C.G.S. 74-49. Modifications March 27, 1992: This permit has been modified to allow the construction and stabilization of additional overburden to be placed on the existing overburden pile as specified in the proposal dated March 13, 1992 provided that the affected area immediately around and above the upstream end of the pipe expansion be stabilized in accordance with the revegetation plan of this permit as soon as possible as the pipe extension and fill activities are completed. September 4, 1992: This permit has been modified to include the installation of a sediment fron InrrnfinA IAIIMO+ of +Hgn ninn+ reran nnrl +h,= cvnnnoinn of fko o+nrnrl nron nnri ne e�nni.-A+n ri kI MV IV VGIVV •vVJ% VI 'I J4 V-11% GI y4 G 1IV II IV IJIVII VI 111%,+ JIVI CA�� GIVQ CAI I%A GIJJVIrICAIGU sediment and erosion control measures and culvert installation as indicated in the plans received by the Land Quality Section on August 19 and 25, 1992 Page 3 April 4, 1997: This permit has been modified to allow 3.0 additional acres to be affected for the expansion of the existing overburden storage area and the associated sediment and erosion control measures as indicated on the mine map received by. the Land Quality Section on August 29, 1997. in addition, the modification includes the adjustment of the permit boundary that was a result of a recent property survey. January 14 1998: The permit has been modified to allow a 5.77-acre pit expansion as indicated on the mine map last revised November 24, 1997. July 2, 1998: This permit has been modified to allow clearing and backfill operations in two non -jurisdictional isolated wetland areas with stipulations. September 14 1998: This permit has been modified to add 2.9 acres of pit expansion and to reconfigure the berm (reducing said berm by 0.7 acres) along the southern permit boundary as indicated on the mine map dated June 10, 1998. The modification also includes the associated Sediment and Erosion Control Plan received by the Land Quality Section on August 5, 1998. December 30 1998: This permit has been modified to include the expansion of the existing berm along the southwestern permit boundary and the construction of a 2,500 foot berm along the northwestern permit boundary as indicated on the mine map last revised November 18, 1998. The modification also includes the associated sediment and erosion control measures and supporting supplemental information as shown on the revised mine map. June 20, 1999: This permit has been modified to revise and update sediment/erosion control plans to reflect actual field conditions as indicated on the revised 8'/z by 11 inch section of the mine man and associated suoolemental information received by the Land Quality Section on June 21, 1999. January 22, 2001: This permit has been modified to increase the permitted acreage at this site to 506.58 acres and increase the affected acreage to 368.49 acres as indicated on the mine map received by the Land Quality Section on November 30, 2000. This modification includes the addition of a railroad line along the eastern edge of the permit boundary, expansion of the overall permit boundary along the southeastern and northern permit boundaries, relocation of approximately 850 feet of existing stream east of the northeastern portion of the existing pit limits, expansion of the berm along the northern permit boundary, and addition of a berm along the southwestern permit boundary. An.,.;l �n nnn1. Tl,;.. .,,;+ ,� h„�n .,,�,ru;�a + ,, r �.,,.. +4 ,, .,+. „r � .. � ril 20, 2001. I IilO permit IIQJ been IIIVU II ed lV aludress the 1; 1. Ulr ell lei llJ VI %J� lur QUI IIU. Condition No. 4L of the mining permit and to incorporate the final detailed plan, including the installation and maintenance of the approved erosion and sedimentation control measures, for the stream channel relocation near the railroad spur as indicated in the letter dated March 13, 2001 and supplemental information submitted with said letter with stipulations. Page 4 January 9, 2002: This permit has been modified to add 65 affected acres for a plant/stockpile area, four affected acres for the entrance, office and scale area to be relocated along the relocated Bruce Coggins Road, and two affected acres for the employee building and the shop area. The affected acreage has also been updated to more accurately reflect the site conditions. All mining -related activities at the site shall be conducted as indicated on the revised mine map and supplemental information received by the Land Quality Section on November 26, 2001. August 5 2003: This permit has been modified to increase the affected area at the site to 320 acres as indicated on the Mine Map last revised June.20, 2003. This modification includes an increase of the Future Pit Area southwest of the existing pit, the addition of a berm area along the southwestern permit boundary, the expansion of the approved berm along the southwestern permit boundary to 300 feet (a portion of which is approved to be a berm or stockpile area), and construction and maintenance of the sediment and erosion control measures as indicated in the Sediment and Erosion Control Plans dated June 20, 2003 for the area designated as "Future Plant/Stockpile Area". October 31, 2005:_ This permit has been modified to increase the waste pile (berm) area by 2.5 acres, decrease the processing area by 2.3 acres, and decrease the stockpile area by 0.2 acres, as indicated on the Mine Map last revised September 14, 2005. Therefore, there shall be no net change in affected acreage at the site, but merely a reclassification of affected area. Expiration Date This permit shall be effective from the date of its issuance until April 5, 2012. Conditions This Permit shall be subject to the provisions of the Mining Act, N.C.G.S. 74-46, et. seq., and to the following conditions and limitations: OPERATING CONDITIONS: 1. Wastewater and Quarry Dewatering A. Any wastewater processing or mine dewatering shall be in accordance with the permitting requirements and rules promulgated by the N.C. Environmental Management Commission. B. Any storm water runoff from the affected areas at the site shall be in accordance with any applicable permit requirements and regulations promulgated by the Environmental Protection Agency and enforced by the N.C. Environmental Management Commission. It shall be the permittee's responsibility to contact the Division of Water Quality to secure any necessary storm water permits or other approval documents. Page 5 2. Air Quality and Dust Control A. Any mining related process producing air contaminant emissions including fugitive dust shall be subject to the requirements and rules promulgated by the N.C. Environmental Management Commission and enforced by the Division of Air Quality. B. During processing operation, water trucks or other means that may be necessary shall be utilized to prevent dust from leaving the permitted area. 3. Buffer Zones A. Any mining activity affecting waters of the State, waters of the U. S., or wetlands shall be in accordance with the requirements and regulations promulgated and enforced by the N. C. Environmental Management Commission. B. Sufficient buffer shall be maintained between any affected land and any adjoining waterway or wetland to prevent sedimentation of that waterway or wetland from erosion of the affected land and to preserve the integrity of the natural watercourse or wetland. All buffer zones shown on the Mine Map last revised September 14, 2005, shall be maintained to protect adjoining property. These buffer zones, with the exception of the installation of required sediment control measures and approved earthen berms, shall remain undisturbed. _ 4. Erosion and Sediment Control A. Adequate mechanical barriers including, but not limited to diversions, earthen dikes, check dams, sediment retarding structures, rip rap pits, or ditches shall be provided in the initial stages of any land disturbance and maintained to prevent sediment from discharging onto adjacent surface areas or into any lake, wetland or natural watercourse in proximity to the affected land. B. The 2.9 acres of nit exo_ ansion and reconfinurntinn of the herm alnnn the permit bounda ry southern shall be conducted as indicated o d on the mine map dated June 10, 1998 and shall include the construction and maintenance of associated sediment control measures outlined in the Sediment and Erosion Control Plan received by the Land Quality Section on August 5, 1998. C. All sediment and erosion control measures associated with the berm expansion along the southwestern permit boundary and construction of the 2,500 foot berm M Inn fho nnr}h,ueemrn n r.i+ knunAnn. eholl hen nofn MaA nnA m' inrn{neA � indicated on the Mine Map last revised November 18,E 1998 and the supplemental information dated November 18, 1998. 5. Page 6 D. All mining related activities, including the installation and maintenance of all sediment and erosion control measures, shall be conducted as indicated on the Mine Map last revised November 27, 2000 and received by the Land Quality Section on November 71 2000 and received by the Land Quality Section on November 30, 2000, including the supplemental information received by the Land Quality Section on November 30, 2000 and January 17, 2001. E. All mining activities, including the installation and maintenance of all erosion and sediment control measures, shall be conducted as indicated on the Mine Map last revised November 28, 2001 with the stipulation that all diversion ditches shall be adjusted to ensure they function properly (Le., one diversion ditch should originate further upstream near the head of the affected watercourses to. effectively divide the watershed). F. .All mining activities, including the installation and maintenance of all sediment and erosion control measures, shall be conducted as indicated on the Mine Map last revised February 22, 2002, G. Mining activities, including the installation and maintenance of all sediment and -- erosion control measures associated with the increase of the Future Pit Area southwest of the existing pit, the addition of a berm area along the southwestern permit boundary, and the expansion of the approved berm along the southwestern permit boundary to 300 feet (a portion of which is approved to be a berm or stockpile area) shall be conducted as indicated on the Mine Map last revised June 20, 2003 and the Sediment and Erosion Control Plans dated June 20, 2003. H. All mining activities not specifically indicated above, including the installation and maintenance of all erosion and sedimentation control measures, shall be conducted as indicated on the Mine Map last revised September 14, 2005. I. An erosion and sediment control plan(s) shall be submitted to the Department for approval prior to any land disturbing activities not indicated on the revised erosion control plan or mine maps submitted with the approved application for a mining permit and any approved revisions to it, Such areas include, but are not limited to, expansion outside of the approved pit area, creek crossings, or expansion of overburden or waste disposal areas. Groundwater Protection Groundwater monitoring wells shall be installed and monitored as deemed appropriate by the Department. Page 7 6. Graded Slopes and Fills A. The angle for graded slopes and fills shall be no greater than the angle which can rye reta11neu by vegetative ewer o- r ot rh e r adequate eresrcn co-nir-aI measure, structure, or device. In any event, exposed slopes or any excavated channels, the erosion of which -may cause off -site damage because of siltation, shall be planted or otherwise provided with groundcover, devices or structures sufficient to restrain such erosion. B. Overburden cut slopes along the perimeter of any pit expansion conducted after April 28, 1992, shall be graded to a minimum 2 horizontal to 1 vertical or flatter and shall be stabilized within 60 days of completion. Furthermore, a minimum ten (10) foot wide horizontal safety bench shall be provided at.the top of the rock and at the toe of any overburden slope constructed after April 28, 1992. 7. Surface Drainage' The affected land shall be graded so as to prevent collection of pools of water that are, or likely to become, noxious or foul. Necessary structures such as drainage ditches or conduits shall be constructed or installed when required to prevent such conditions. 8. Blasting The operator shall monitor each blast with a seismograph located at a distance no farther than .the closest off site regularly occupied structure not owned or leased by the operator. A seismographic record including peak particle velocity, air overpressure, and vibration frequency levels shall be kept for each blast (except as provided under Operating Condition Nos. 8B and 8D of this permit). The following blasting conditions shall be observed by the mine operator to prevent hazard to persons and adjacent property from surface blasting - A. Ground Vibration With Monitoring: In all blasting operations, the maximum peak particle velocity of any component of ground motion shall not exceed Figure 1 (below) at the immediate location of any regularly occupied building outside of the permitted area such as a dwelling house, church, school, or public, commercial or institutional building. Page 8 1)A I.. 3:asc 'Vibnticn=:P.at;ency, F. ource rT1C,c7:ieC ;;cm 17rure B. Ground Vibration Without Monitoring: in the event of SBiSniggreph meifunctiori o[ other ggnu'itiun which preVeid3 monitoring, blasting shall be conducted in accordance with the following formulas: W = (D/D,)z Ds = D Wmz V = 160(Ds)"i.e W = Maximum charge weight of explosives per delay period of 8.0 milliseconds or more (pounds). D = Distance from the blast site to the nearest inhabited building not owned or leased by the mine operator (feet). Page 9 D, = Scaled distance factor. V = Peak Particle Velocity (inches per second). The peak particle velocity of any component shall not exceed 1.0 inch per second, for the purposes of this Section. C. Air blast With Monitoring: Air blast overpressure resulting fromsurfaceblasting shall not exceed 129 decibels linear (dBL) as measured at the immediate location of any regularly occupied building not owned or leased by the operator outside of the permitted area such as a dwelling house, church, school, or public, commercial or institutional building, unless an alternate level based on the sensitivity of the seismograph microphone as specified below is being used: Lower Frequency Limit of Max Level, Measuring System, in Hz in dBL 0.1 Hz or lower -flat response 134 peak 2.0 Hz or lower -flat response 133 peak 6.0 Hz or lower -flat response 129 peak D. Air blast Without Monitoring: In the event of seismograph malfunction or other condition, which prevents monitoring, blasting shall be conducted in accordance with the following formulas: U = 82 (DNU°-33)4.2 To convert U (psi) to P (dBL): P = 20 x log (U/2.9x10-9) Confined Air blast/Overpressure (dBL) for quarry situation: A=P-35 U = Unconfined air overpressure (pounds per square inch). W = Maximum charge weight of explosives per delay period of 8.0 milliseconds or more (pounds). D = Distance from the blast site to the nearest inhabited building not owned or leased by the mine operator (feet). P = Unconfined air overpressure (decibels). A = Air blast or air overpressure for typical quarry situations (decibels). Page 10 The air blast/overpressure shall not exceed 129 decibels, for the purposes of this Section. t. Mecora neepifig. The operator shall maintain records on each individual blast describing: the total number of holes; pattern of holes and delay of intervals; depth and size of holes; type and total pounds -of explosives; maximum pounds per delay interval; amount of stemming and burden for each hole; blast location; distance from blast to closest offsite regularly occupied structure; and weather conditions at the time of the blast. Records shall be maintained at the permittee's mine office and copies shall be provided to the Department upon request. F. Excessive Ground Vibration/Air blast Reporting: If ground vibration or Air blast limits are exceeded, the operator will immediately report the event with causes and corrective actions to the Department. Use of explosives at the blast site that produced the excessive reading shall cease until corrective actions approved by the Department are taken. However, blasting may occur in other approved areas within the permitted boundary. Authorization to blast at the blast site may be granted at the time of the verbal reporting of the high ground vibration or high air blast reading if the circumstances justify verbal approval. Failure to report will constitute a permit violation. G. Flyrock Prevention: The operator shall take all reasonable precautions to ensure that flyrock is not thrown beyond areas where the access is temporarily or permanently guarded by the operator. Failure to take corrective measures to prevent flyrock and repeated instances of flyrock shall be considered a violation of the Mining Permit. H. Flyrock Reporting: Should flyrock occur beyond the permitted and guarded areas, the operator. shall immediately report the incident to the Department. Further use of explosives on the mine site shall be suspended until the following actions have been taken: A thorough investigation as to the cause(s) of the incident shall be conducted. 2. A report detailing the investigation shall be provided to the Department within 10 days of the incident. The report shall, at a minimum, document #hra nni OU\OJ U1 U11U U- -1 I♦ CULA 1U �VILII LUL-111li%-.nl nnrl mnI ICIV%.l 11U1I L (3., VI10 lI1G LQUJG`J1 VI 141G I! IIrIUGI IL QIVk Il�. YYlll I LGVI4k I1l.Ql QI IU 411Q1IQl�GI I IGI IL O411V41J that will be taken to prevent further incidents. The report shall meet with the approval of the Department before blasting may resume at the mine site. Page 11 Studies The operator shall provide to the Department a copy of the findings of any seismic studies conducted at the mine site in response to an exceedence of a level allowed by these blasting conditions. The operator shall make every reasonable effort to incorporate the studies' recommendations into the production blasting program. Notice: The operator shall, when requested by the Department, give 24-hour advance notice to the Land Quality Section Regional Office prior to any blast during a period for which notice is requested. 9.. High Wall Barrier A physical barrier consisting of large boulders placed end -to -end or fencing shall be maintained at all times along the perimeter of any highwall to prevent inadvertent public access. In addition, a minimum 10 foot wide horizontal safety bench shall be provided at the junction between the top of rack and the toe of any overburden cut slope. 10. Visual Screeninq A. Existing vegetation shall be maintained between the mine and public thoroughfares to screen the operation from the public. Additional screening. methods, such as constructing earthen berms, shall be employed as deemed appropriate by the Department. Vegetated earthen berms shall be located and constructed as shown on the Mine Map last revised September 14, 2005. In addition to grasses, long leaf and/or Virginia pines or other acceptable evergreen species shall be planted as deemed appropriate by the Department to improve visual and noise buffering. 11. Plan Modification The operator shall notify the Department in writing of the desire to delete, modify or otherwise change any part of the mining, reclamation, or erosion/sediment control plan contained in the approved application for a mining permit and any approved revisions to it. Approval to implement such changes must be obtained from the Department prior to on -site implementation of the revisions. Page 12 12. Refuse Disposal A. No on -site disposal of refuse or other solid waste that is generated outside of the mining permit area shall be allowed within the boundaries of the mining permit area unless authorization to conduct said disposal has first been obtained from both the Division of Waste Management and the Land Quality Section, Department of Environment and Natural Resources. The method of disposal shall be consistent with the approved reclamation plan. B. Mining refuse as defined by G.S. 74-49 (14) of The Mining Act of 1971 generated on -site and directly associated with the mining activity may be disposed of in a designated refuse area. All other waste products must be disposed of in a disposal facility approved by the Division of Waste Management. No petroleum products, acids, solvents or their storage containers or any other material that may be considered hazardous shall be disposed of within the permitted area. C. For the purposes of this permit, the Division of Land Resources considers the following materials to be "mining refuse" (in addition to those specifically listed under G.S. 74-49 (14) of the N.C. Mining Act of 1971): 1. on -site generated land clearing debris 2. conveyor belts 3. wire cables 4. v-belts 5. steel reinforced air hoses 6. drill steel D. If mining refuse is to be permanently disposed within the mining permit boundary, the following information must be provided to and approved by the Division of Land Resources prior to commencement of such disposal: 1. the approximate boundaries and size of the refuse disposal area; 2. a list of refuse items to be disposed; '2 warifirntinn that a minima im of d faPt of rnvar will ha nrrnliripri rnrar tha refuse; 4. verification that the refuse will be disposed at least 4 feet above the seasonally high water table; and 5. verification that a permanent vegetative groundcover will be established 13. Annual Reclamation Repo An Annual Reclamation Report shall be submitted on a form supplied by the Department by February 1 of each year until reclamation is completed and approved. Page 13 14. Bondin The security, which was posted pursuant to N.C.G.S. 74-54 in the form of a $500,000.00 blanket bona, is SUMcient to cover the operation as indicates in the approved application. This security must remain in force for this permit to be valid. The total affected land shall not exceed the bonded acreage. 15. Archaeological Resources Authorized representatives of the Division of Archives and History shall be granted access to the site to determine the presence of significant archaeological resources. Page 14 APPROVED RECLAMATION PLAN The Mining Permit incorporates this Reclamation Plan, the performance of which is a condition on the continuing validity or Ehat Mining Permit. Additionally the Reciamation Plan is a separable obligation of the permittee, which continues beyond the terms of the Mining Permit. The approved plan provides: Minimum Standards As Provided By G.S. 74-53 The final slopes in all excavations in soil, sand, gravel and other unconsolidated materials shall be at such an angle as to minimize the possibility of slides and be consistent with the future use of the land. 2. Provisions for safety to persons and to adjoining property must be provided in all excavations in rock. 3. All overburden and spoil shall be left in a configuration which is in accordance with accepted conservation practices and which is suitable for the proposed subsequent use of the land'.' 4. No small pools of water shall be allowed to collect or remain on the mined area that are, or are likely to become noxious, odious or foul. 5. The revegetation plan shall conform to accepted and recommended agronomic and reforestation practices as established by the North Carolina Agricultural Experiment Station and the North Carolina Forest Service. 6. Permittee shall conduct reclamation activities pursuant to the Reclamation Plan herein incorporated, These activities shall be conducted according to the time schedule inn.lurlprl in the nlan which shall to the Pxtent feasihle nrovide reclamation simultaneous with mining operations and in any event, provide reclamation at the earliest practicable time after completion or termination of mining on any segment of the permit area and shall be completed within two years after completion or termination of mining. RECLAMATION CONDITIONS: Provided further, and subject to the Reclamation Schedule, the planned reclamation snail be to allow the quarry excavation to fill with water, provide a permanent barricade (fence) along the top of any high wall, and grade and revegetate any areas in unconsolidated material. rf "r 4, .. .. ..�F:.. r.��.. .-. r. Fr.r e.�..-F.�r. r. r. .�.-I�.. r.4 r r.�r. r-+;-- �- - -.rF.-. .. r.—.;+-ki . f—+1,-.-1----.A L. The specifications ions IVI J1.111ace IJ.rCil.ient Iesto gIIVII lV Cl )UI ICILG >UILQUIU IUI LI IU PICII II IGU future use are as follows: Page 15 A. All areas of unconsolidated material such as overburden or waste piles shall be graded to a 2 horizontal to 1 vertical or flatter slope and terraced as necessary to insure slope stability. B. Any settling ponds and sediment control basins shall be backfilled, graded, and stabilized or cleaned out and made into acceptable lake areas. C. The processing, stockpile, and other disturbed areas neighboring the mine excavation shall be leveled and smoothed. D. Compacted surfaces shall be disced, subsoiled or otherwise prepared before revegetation. E. No contaminants shall be permanently disposed of at the mine site. On -site disposal of waste shall be in accordance with Operating Conditions Nos. 12A through 12D. F. The affected land shall be graded to prevent the collection of noxious or foul water. 3. Revegetation Plan: Disturbed areas shall be permanently reveqetated according to the Seedinq for Piedmont Poor Soils Plan on the Details Map, Sheet 2 of 3, dated June 30, 2003. Permanent Seeding Specifications Dates Species Rate. Lbs/Acre February 15- April 1 Korean Lespedeza 10 Fescue 40 Redtop 1 Winter rye (grain) 15 April 1- July 31 Common Bermuda 50 August 1- October 25 Lespedeza (unscarified) 30 German millet 40 October 25- February 15 Rye (grain- temporary) 120 Soil Amendments Lime- 2000 Ibs/acre or follow recommendations from a soil test. Page 16 Fertilizer- 1000 Ibslacre 8-8-8 or 10-10-10, or follow recommendations from a soil test. Mulch- All seeded areas shall be mulched using small grain straw,at a rate of 2000 Ibslacre and anchored appropriately. Whenever possible, disturbed areas should be vegetated with native warm season grasses such as switch grass, Indian grass, bluestem and gamma grass. In addition, the permittee shall consult with a professional wildlife biologist with the N.C. Wildlife Resources Commission to enhance post -project wildlife habitat at the site. 4. Reclamation Plan: Reclamation shall be conducted simultaneously with mining to the extent feasible. In any event, reclamation shall be initiated as soon as feasible after completion or termination of mining of any mine segment under permit. Final reclamation, including revegetation, shall be completed within two years of completion or termination of mining. This permit, issued July 20, 1972, renewed March 31, 1982 and April 28, 1992, modified March 27, 1992, September 4, 1992, April 4, 1997, October 7, 1997, January 14, 1998, July 2, 1998, September 14, 1998, December 30, 1998, June 30, 1999, January 22, 2001, April 20, 2001 and January 9, 2002, renewed April 5, 2002, and modified August 5, 2003, is hereby modified this 315' day of October 2005 pursuant to G.S. 74-52. Gl By: jt James D. Simons, Director 7 _ Division of Land Resources By Authority of the Secretary Of the Department of Environment and Natural Resources -0 0 u 1 SE 77- LANDffiUALITY SECTION REGIOWL OFFICE MINzz 6AP`PLICATION REVIEW CHECKLIST_ M240r APPLICATIONIPERMIT NO.:5 J'" GI ACTION: New Modification Renewal Transfer Release ApPLICAn;T niAnnc I, r, VI MINE NAME: L WvVC -Lot, COUNTY: L.oN — I Administrative Issues: A. Is the site currently under NOV? Yes N� Explain: OCT 20 2005 B. Is the site under CAMA jurisdiction? Yes Nd Explain: Field Issues: A. Are potential wetlands and watercourses properly indicated on the Mine Map? es No Explain: _ B. Are the proposed buffer zones adequate?(Yes) No Explain: C. Do all occupied dwellings within 300 feet of the mine excavation appear to be indicated? le No Explain: D. Do all water supply wells within 500 feet of the mine excavation appear to be indicated? Yes No Explain: A e a c ✓e s E. Is visual screening needed? Yes N Explain: A n/ e F. Are the proposed erosion and sedimentation control measures properly located to prevent offsite sedimentation? Yes No Explain: G. Is the proposed revegelationlreclamation plan acceptable? es No Explain: See OtL4 Dateinspected: QzaI04 Erosion and Sedimentation Control Plan Review: It is the responsibility of the Regional Office staff to verify the adequacy of the E&S measures. Please provide any concerns or comments: 41P 4r rr�6,,ed 1., :hors4.L'.d. ., j6� ,, 4 rW4,J] Other Comments: Who was the application routed to and when?: Division of Air Quality: Date: Division of Water Quality (Water Quality Section only): n ", Date: Other: Date: Inspector/Reviewer's Name: ✓o s7d k% 1' Date: Regional Engineer's Name: Date: %d-Nf ai MINING PERMIT APPLICATION REVIEW FORM for DIVISION OF WATER QUALITY OCT 20 2005 Project: YlV n,'1H7�'—CI County: e— **Due Date for Comments Back to Land Quality Section: Will the operation, as proposed, violate standards of water quality? Comments: Watershed/Stream Name & YES NO NPDES permit required ✓ /�,rra�Jc`i ✓� � `"�~G. r✓i�✓�r�*.�. NPDES permit existing (Permit #) 57��i,-.n/G✓ NC�2o®4 Nondischarge permit required Nondischarge permit existing _ (Permit #) Wetlands disturbed _ 401 Wetland Cent. required _ 401 Wetland Cert. existing _ (Permit # ) — Reviewed by: Date Print 1012000 A, /1/CoadzG �z - Li✓arirr% ,jr, hJJ )4° l �y • A 5 North Carolina Wildlife Resources Commission Richard B. Hamilton, Executive Director MEMORANDUM TO: Brenda M. Harris, Mining Program Secretary RTCP,IVED Larld Quality Section OCT 06 2099 FROM: Shari L. ryam, Piedmont Region Coordinator Habitat Conservation Program LAND QUALITY SECTQN t DATE: 4 October 2005 SUBJECT- Mining Permit Modification Request for Martin Marietta Materials, Inc., Lemon Springs Quarry - Permit No. 53-01, Lee County, North Carolina Biologists with the North Carolina Wildlife Resources Commission have reviewed the subject permit modification. Our comments are provided in accordance with provisions of the Mining Act of 1971 (as amended, 1982)(G.S. 74-76 through 74-68 15 NCAC 5). The applicant is requesting a modification of their permit to mine granite. The total permitted acreage is 506.58 acres. The modification involves acreage within the previously approved permitted boundary and includes an increase of the Wastepiles by 2.5 acres, a decrease in Processing Area by 2.3 acres, and a decrease in the Stockpile Area by 0.2 acres. The proposed increase in berm acreage will occur in an area that has been previously permitted as Processing and Stockpile Areas. There will be no net change in affected acreage. Numerous streams flow through the site and are tributaries to Upper Little River in the Cape Fear River Basin. Although we have no objection to the proposed modification, we recommend that the following conditions be incorporated into the permit to reduce impacts to fish and wildlife resources. We are pleased to see the applicant is maintaining a 50-foot buffer around wetlands. In order to reduce stream impacts, while retaining some measure of wildlife habitat, we recommend a 100- foot undist^rbed, native, forested buffer along perennial streams, and a 50-foot buffer alone intermittent streams and wetlands for the present operation and any future expansions. Maintaining undisturbed, forested buffers along these areas will reduce impacts to fish and wildlife resources, water quality, aquatic habitat both within and downstream of the project area, and help prevent the extirpation of endangered and threatened species. In addition, these buffers will provide an adequate travel corridor for wildlife species. Whereas, a grassed buffer, particularly fescue, is a vegetated buffer but will not provide the necessary and highly valuable functions as discussed for forested buffers. We request that sediment and control measures be located outside of these buffers. Mailing Address: Division of Inland Fisheries • 1721 Mail Service Centa • Raleigh, NC 27699-1721 Telephone: (919) 707-0220 a Fax: (919) 707-0028 r � '� r r Page 2 0 0 4 October 2005 Lemon Springs Quarry Permit No. 53-01 2. Water discharges from the project site should be proportional to the size of the receiving stream so that the hydrology of the stream is not altered, and all discharges should comply with NPDES permit requirements. In particular, turbidity of the discharge should be maintained at or below the permit requirement. High water discharge rates and turbidity can negatively impact aquatic and fisheries resources within and downstream of the project area. Excessive slit and sediment loads can have numerous detrimental effects on aquatic resources including destruction of spawning habitat, suffocation of eggs, and clogging of gills of aquatic species. 3. We encourage the applicant to consider using seed mixtures that are beneficial to wildlife in their reclamation plan, such as native, warm season grasses. An exact seeding mixture would need to take into account soil types, moisture, pH, and degree of slope of areas to be stabilized. Additionally, for relatively shallow sediment basin reclamation, we recommend these areas be reclaimed as wetlands where practicable. We refer the applicant to George Strader, District Wildlife Biologist at (919) 471-1743 for additional information and ideas on reclamation for wildlife. Thank you for the opportunity to review and comment on this modification. If you need additional information, please contact our office at (336) 449-7625. cc: Mr. Donald M. Moe, Martin Marietta Materials, Inc. ec: Mark Bowers, FWS NC®ENR North Carolina Department of Environment and Natural Resources Michael F. Easley, Governor September 27, 2005 MEMORANDUM William G. Ross Jr„ Secretary John Morris, Director RECEIVED TO: Brenda M. Harris Mining Program Secretary SEP 27 2905 Land Quality Section - LL:ANDDUALITY SECTION FROM. Stephen A. Davis "V Water Allocation Section Division of Water Resources SUBJECT: Comments on the Mining Permit Modification Request for: Martin Marietta Materials Inc. Lemmon Springs Quarry: Permit Number 53-01 Lee County Please find attached a copy of the mining permit modification request for the above referenced project. The Lemmon Springs Quarry located in Lee County should not have an unduly adverse effect on ground water supplies. Any water withdrawal will be subject to North Carolina General Statute 143-215.22H; Registration of Water Withdrawals and Transfers Required. Any person who withdraws in one day 100,000 gallons (70 gpm) or more of surface water or ground water in North Carolina is required to register the withdrawal with the Division of Water Resources. A Central Coastal Plain Capacity Use Area permit must be obtained from the Division of Water Resources if the withdrawal exceeds 100,000 gallons per day and occurs in Beaufort, Carteret, Craven, Duplin, Edgecombe, Greene, Jones, Lenoir, Martin, Onslow, Pamlico, Pitt, Washington, Wayne, or Wilson County. If you have further questions please contact me at (919) 715-3046 or send correspondence to 1611 Mail Service Center, Raleigh NC 27699-1611. 1511 Mail Service Center, Raleigh, North Carolina 27699-1611 Phone: 919-733-40641 FAX: 919-733-355611ntemet www.ncwater.org MINING CHECKLIST FOR ROUTING Applicant's Name: Hair i Mkif6peject Name: iYld S r pp 53-0[ y. Le 2 U A lic./Permit No.: ount . Date Received: Reviewer Ir✓ River Basin Name: ❑ New ❑ Renewal I Ipcification (inside permit boundaries) ❑ Modification (outside permit-Foundaries) ❑Transfer ❑Release ❑Partial Release ❑ Additional Information ❑Fee Needed:$ Fee III route entire application packagelc;(2n: Regional Office (2 complete copies; attach the/"1:Q5\Reg�nal\ Omce Mining Application Review Checklist'to one copy and attach both tHM Wncl PAQ J "Mining Application Review Form" to the other copy: send both copies to the Regional Ehgiii ,(j Date: Routed Rec'd 9'Divvision of Water Resources �W Date: Routed Rec'd /% -NC Wildlife Resources Commission Date: Routed Rec'd ❑ US Fish & Wildlife Service Date: Routed Rec'd (Only new applil and IF Iificaticn I eFI PS Una, auu IaFIV w e per,. it) Please route first 3 paaes of the application and any location maps to• ❑ Division of Parks & Recreation Date: Routed Rec'd _ ❑ NC Geological Survey Section Date: Routed Rec'd (Only new applications and modification requests that add land to the permit) ❑ Division of Archives & History Date: Routed Rec d _ (Only new applications) ❑ Other. Date: Routed Rec'd "`5uspense Date for Comments:Ill-I�-�s(no later than 25days from receipt) Please note the following: • NCDENR _ North Carolina Department of Environment and Division of Land Resources James D. Simons, P.G., P.E. Director and State Geologist MEMORANDUM Land Quality Section September 21, 2005 TO: Ms. Shari Bryant Habitat Conservation Program Coordinator Wildlife Resources Commission FROM: Brenda M. Harris [*;�4— Mining Program Secretary Land Quality Section Natural Resources SUBJECT: Mining Permit Modification for Martin Marietta Lemon Springs Quarry Lee County Michael F. Easley, Govemor William G. Ross Jr., Secretary Please find attached for your review a copy of the mining permit application request for the above referenced project. Plea. ai.:. _s.-.....atio- nd _'v _ c_ the L b:lity _f this _t:_, f ICcIJC IeVECVY llll, [I IIVIIIIctUUll ailU c1UVI5e a, W LIIC priJUdUllll7/ VI Llllu operdil[}II having unduly adverse effect on wildlife and freshwater fisheries (G.S. 74-51 (2)). Please respond by October 14, 2005 so that we may complete our review of this request within our statutory time limits. As is the case in our review of all mining permit applications, renewals and modifications, this office will carefully review all proposed erosion and sediment control measures to ensure that they are sufficient to restrain erosion and off -site SP.f#ImP.n#a#inn_ However_ anV Cnmman#s Vf}Ilr Af7P.nCV ran rlrC]V1r1P. rP.C1ar(jlnfl P.fjP.C#S (lfl wildlife and freshwater fisheries would be greatly appreciated. If your staff wishes to perform a site inspection, it is recommended that they contact the person submitting this request to set up a convenient- date and time. Also, please send a copy of your comments to the person noted in the application. RETURN ALL APPLICATION MATERIALS AND MAPS WITH YOUR REVIEW COMMENTS TO THIS OFFICE. Your continued cooperation is greatly appreciated. Please contact Ms. Kristin Hicldin at (919) 733-4574 if you have any questions. Ibmh Attachments cc: Mr. John Holley 1612 Mail Service Center, Raleigh, Norkh Carolina 27699-1612 •919-733-4574 I FAX: 919-733-2876 512 North Salisbury Street, Raleigh, North Carolina, 27604 North Carolina Department of Environment and Natural Resources Division of Land Resources Land Quality Section James D. Simons, P.G., P.E. Director and State Geologist MEMORANDUM September 21, 2005 TO: Mr. Nat Wilson Hydrogeoiogy Group Division of Water Resources FROM: Brenda M. Harris Mining Program Secretary Land Quality Section Michael F. Easley, Govemor William G. Ross Jr., Secretary SUBJECT: Mining Permit Modification or Janet G. Whitehead M-Pit Pender County Mine Dewatering Proposed ❑ No Mine Dewatering Proposed Please find attached for your review a copy of the mining permit modification request for the above referenced project. Please review this information and advise as to the probability of this operation having unduly adverse effect on wildlife and freshwater fisheries (G.S. 74-51 (2)). Please respond by October 14, 2005 so that we may complete our review of this request within our statutory time limits. Any comments your agency can provide regarding potential effects on potable groundwater supplies and groundwater quality will be appreciated. We would like to have any recommendations you may provide for permit conditions, for reasonable protection of groundwater quantity or quality. If your staff wishes to perform a site inspection, it is recommended that they cnntact the nPrsnn siihmitting this rP.gl1P_.St to Set Lin a convenient date and time. Also; please send a copy of your comments to the person noted in the application. PLEASE RETURN ALL APPLICATION MATERIALS AND MAPS WITH YOUR REVIEW COMMENTS TO THIS OFFICE. Your continued cooperation is greatly appreciated. Please contact Ms. Kristin Hicklin at (919) 733-4574 if you have any questions. Ibmh Attachments cc: Mr. John Holley 1612 Mail Service Center, Raleigh, North Carolina 27699-1612 •919-733-4574 / FAX: 919-733-2876 512 North Salisbury Street, Raleigh, North Carolina, 27604 'Ma h.. w n as sank. v. a. ' ss�se CHECK NO. 00590229 n Marietta Materials . ^^ o, sal.,,. Nc 53; 'v F.0.60%YID J RNEIGN.NONt C AG NA276224m ". r- a<.'DATE CHECK AMOUNT:` F PAY TO THE OBDE11 ` NC'oENNI �7.k 1�' 1 09IM05 S'•"•"*'700.00 .: - .ONE HUNDRED AND 00/100.:.:.........................'..................:.......»..... NC DENR MALL SERVICE CENTER � RALEIGH NC 27699 1626 RAZE H N 'y I�`^'F { f� `i 1`. Ei j lX ��' bf 4 1^ / `• l t UTk EO SIGNATURE Y? N 5s' 0 0 Martin Marietta Materials, Inc. Lemon Springs Quarry Mine Permit Modification Permit No. 53-01 P.O. Box 30013 Raleigh, NC 27622-0013 919-781-4550 September 2005 LAND Q*&JjT SECTION ■ zI Martin Marietta Materials 4) P.Q. Box 30013 . Raleigh, NC 27622-0013 Telephone: (919) 781-4550 ' HAND DELIVERED September 19, 2005 ' Mr. Floyd Williams, P. G. State Mining Specialist NCDENR — Division of Land Resources ' Land Quality Section 1612 Mail Service Center Raleigh, NC 27699-1612 ■ . Subject: Martin Marietta Materials, Inc. — Lemon Springs (quarry (Permit No. 53-01) Mine Permit Modification to reclassify land use. ' Dear Sir: ' We would like to request a modification to the above referenced Mining Permit. We propose to increase the acreage of the Wastepiles by 2.5 acres, decrease the acreage of the Processing Area by 2.3 acres, and decrease the acreage of the Stockpile Area by 0.2 acres. The proposed increase in berm acreage is to take place in an area that has been previously permitted,as Processing Area and Stockpile Area. Therefore, ' there will be no net change in Affected Acreage but merely a reclassification of land use. Please refer to the revision cloud on the enclosed Mine map as to the exact location of this proposed increase in berm area. ■ Also, please find enclosed the following: • The completed Mine Permit application, which includes the Mine Map, Erosion & Sediment Control Design Notes, USGS vicinity map, and State Road Map. • 'Three copies of the application, along with accompanying documents. ' a A $100 check to cover the cost of the permit modification fee. If you have any questions, please contact me at (919) 783-4505. ' Sincerely, ' Nuwan Wijesuriya Environmental Engineer ' ENc: MINEPGEtMrrAE'P[JCATION cc: Chance Allen, Steve Chappell, Horace Willson - w/o enclosures File ■ ■ VENDOR NO. • v 171987 P.O. BOX 30013 RALEIGH, NORTH CAROLINA 27622.0013 DATE: CCK N HEO. 09/16105 590229 DATE INVOICEICREDIT GROSS AMT. ADJ. DESC DISCOUNT NET AMOUNT 0/111101 /1110501 100.00 100.00 THE ATTACHEO CHECK IS IN PAYMENT FOR I OESCRI9E0 ABOVE TOTAL: 100.00 0.00 100.00 N' f. I a. Or k N"A NC iE HUNDRED -AND 001100'•" -"I I ""'•`' NC DENR 1628 MAIL SERVICE CENTER RALEIGH NC 27699 16211 T � I NO. 00590229 1C *4*1104*11 J�t'FLIl lIk;Ii TI iT .w _ _.nur Eo swNnrvRE NORTH CAROLINA DEPARTMENT OF ENVIRONMENT AND NATURAL RESOURCES LAND QUALITY SECTION APPLICATION FOR A MINING PERMIT ' (PLEASE PRINT OR TYPE) ' 1. Name of Mine Lemon Springs uar County Lee Riirn„r I2ac'n ('apa Faar I atit11r4n,d:1 mr-n vc j 3So2d'3n" 1 onbitude (dd mm.-1 70011'll�, ' 2. Name of Applicant* Martin Marietta Materials, Inc. ^ 3. Permanent address for receipt of official mail** P.Q. Box 30013 Ralei h NC 27622 ' Teiephone(919)781-4550 „ 4. Mine Office Address State Road 1158, Willett Road, Sanford, NC 27330 tTelephone 919 776-5157 5. Mine Manager Mr, Chance Allen We hereby certify that all details contained in this Permit Application are true and correct to the best of our knowledge. We fully understand that any willful misrepresentation of facts will be cause for permit revocation. ***Signature LC Date September 15, 2005 _ Print Name Donald M. Moe Title Senior Vice President This will be the name that the mining permit will be issued to and the name that must be indicated on the reclamation bond (securiW that corresponds to this site. ** The Land Quality Section must be notified of any changes in the permanent address or telephone number. *** Signature of company officer required. G.S. 74-51 provides that the Department shall grant or deny an application for a permit within 60 days of receipt of complete application or, if a public hearing is held, within 30 days following the hearing and the filing of any supplemental information required by the Department. All questions must be addressed and all required maps provided before this application can be considered complete. Attach additional sheets as needed. 0 o APPLICATION FOR A MINING PERMIT ❑ NOTE: All of the following questions must be thoroughly answered with regards to your mining operation for the intended life of the mine. All responses must be clearly conveyed on a corresponding, detailed mine map. A. GENERAL CHARACTERISTICS OF THE MINE Answer all of the following that apply: I. a. If this is an application for a NEW permit, indicate the total acreage at the site to be covered by the permit (this is the acreage [hat the "new permit" fee will be based upon) Of this acreage, how much is owned and how much is leased? Acres owned: Acres leased: Property owner if leased: b. If this is an application for RENEWAL of a mining permit, indicate the mining permit number and the total (overall) acreage covered by the existing permit Mining Permit No.: Total permitted acreage (this is the acreage that the "renewal' fee will be based upon). c. If this is an application for a MODIFICATION to a mining permit, indicate the mining permit number and the total (overall) acreage covered by the existing permit: Mining Permit No.: 53-01 Total permitted acreage: 506.58 Does the modification involve acreage within the previously approved permitted boundary? Yes X No_ If yes, indicate the acreage to be covered by this modification (this is the acreage that the "major modification" fee will be based upon): 2.5 acre in Was[epiles. 2.3 acre decrease in Processing Area. and 0.2 acre decrease in Stockpile Area Therefore no net change in Affected Acreage merely a reclassification of land use. Does the modification involve acreage outside the previously approved permitted boundary? Yes No X . If yes, indicate the additional acreage to be covered by this modification: (NOTE: you must complete all of Section F. of this application form entitled Notification of Adjoining Landowners). ■ Of this acreage to be added to the permit, will any portion of this acreage be affected (disturbed, ground cover removed) by the mining operation? Yes No (if no, a "minor ' modification' fee of $50.00 is required, despite the "undisturbed" acreage to be added). If yes, indicate the acreage to be affected within the acreage to be added to the permit (the total acreage to be added to the permit is the acreage that the "major modification' fee will be based upon): 1 d. If this is an application for TRANSFER of a mining permit, indicate the mining permit number and the total (overall) acreage covered by the existing permit: Mining Permit No.: Total permitted acreage: SEETHE FEE SCHEDULE AT THE END OF THIS FORM FOR THE PROPER FEE AMOUNT TO BE PAID FOR THE REQUESTED PERMIT ACTION(S) AND CORRESPONDING ACREAGE NOTED ABOVE 2. Name of all materials mined: Granite 3. Mining method: Hydraulic Dredge _ Front-end Loader & Truck ---- X Shovel & Truck Dragline & Truck Self -loading Scraper Other (explain) -3- IAPPLICATION FOR A MINING PERMIT A table/chart must be provided on the mine map that clearly lists the approximate acreage of tailings/sediment ponds, stockpiles, wastepiles, processing area/haul roads, mine excavation and any other major aspect of the mining operation that is proposed to be affected/disturbed during the life of the mining permit. A table/chart similar to the following will be acceptable: CATEGORY AFFECTED ACREAGE Tailings/Sediment Ponds 10.0 Stockpiles 60.8 Wastepiles 80.5 Processing Area/Haul Roads 44.7 Mine Excavation 105.0 Other (railroad spur) 19.0 Total Approved For Disturbance 320.0 Total Permitted Acreage 506.58 1 NOTE: IN ADDITION TO THE ABOVE, THE MAPS MUST ALSO INCLUDE ANY SITE -SPECIFIC ' INFORMATION THAT 1S PROVIDED IN THE ANSWERS TO THE FOLLOWING QUESTIONS IN THIS APPLICATION FORM (PLEASE NOTE THE ITALICIZED QUE.STIONS/STATEMENTS THROUGHOUT THE FORM). THIS APPLICATION WILL NOT BE CONSIDERED COMPLETE WITHOUT ALL RELEVANT ITEMS BEING ADEQUATELY ADDRESSED ON THE MINE MAPS. a I Sediment Control Erosion and Sedi e t Co t ol ■ ■ Sediment Trap Design Notes Diversion Ditch Design Notes Sediment Trap Desit4n Notes ■ ■ ■ ■ Siu Wmu Lomon SPMV Qwm gu IPID05 RowffC, ficim S amq SmnbeV Type of W G d¢arta ISOMAtli, m ,.hy) dd pu bn Welnlmma(Ioo C• OA5 Tk1, 003A � Am$ Bart lacked Volk) • Sd inM (FF S03d. Ul.gh-UYc-5 Min Donibn) 51nM Flg fl➢Id RI,Sh- 10 n � 5 M,, Dumiun) i• UMa (piy 8.OJ6 Rab{M1 3n. 5Al ilAalm) ^^18WGLbk 4/nae Tm# Oii1(Pnml m MPAm P (Am) SMurent 9wFpe-II' Qpe4 dS ev Q10 14 m Surfw Pm (16yeep (m` L¢nphlo µNlh pm io Top Lm lh Top Wldlh mot DM1 lon STA i U.Ib U5 ou 1 360 3 E8 i I< STB 0.50 010 9W IS Id 1 735 3 M M 4.0 0 STC 075 075 25 1103 L 40 24 4.0 • SEDIMENT TRAP DESIGN - DESIGN CALCULATIONS mg,Ams .- 0ss A.rm ,rbed Arca 0,25 Acm. ,neon. n 0,45 Rainfall mmmily i - 7.5 inns Rainfall immally y - a.0 inmr n (rmnnowoamn,) 0.8 cr. rn (fm,n ilnw oam,.) 0.0 cra .eav ne r xu0n bill vacm e54) Cubic w. d„ p an% nl'0.25 acres iJ12 afE (NCMPDM) uidlb 4, bndocr width ol'wui ) 367.5 rcn` width myc Ama a 0.75 Acm.. owed Aica 0.05 Acm. ,donor. c= 0.45 Rainrallhumeay i - 7.5 inmr meinrn lmvmalty i,= 8.0 inmr =Oljua (Ilmnnnwentca) 2.3 orb (bmn now ones.) 2.7 ern W Vnl n (1800cuSm Nacrej I150 Cubic Ft. J JS d an drnineguem ar(l]S ncrw oVV-MLPGM; widtb to bntrmu width of weir) 'multi rhea Ama s.01V3560) 11026 lam' ago Arta a 030 A.m. read Area 0,50 Acma roller = 0.45 xetnlsnlnt=sity in, 0.5 inmr Roinrnmmnsity i'= 8.0 i,dbr -cina Oren, ww miov.) 1.7 en - lose (fm,nlmwcalca.) 1.9 c6 red (ISOU Outoc IvAcml You Cubic FL Dimensions l on dichage ama nr05 aims 112 r4 'J(NCMCTeM) ddlb in l uanm wide orwwr) width 735.1 n' Marlin Marietta Materials, Inc. Lonon Springs Quarry September 14, 2005 MN RSMN DH C]i (v-sxnren) WHEPULE nrAxn n LTiAfAm vTFRIk imc LA • LA • gfPnn I. .-Im3flogvEs.nmuvn.m Polo.e x a-mPx .n,n—ms sdm ow�lVmhm Vote laoubtF�9ev as.ts.mE.Map,.oumm a •uumorvemu V•Q'A Q•(l4%003'"71) ITT) of Itok Stb[nY Vp•INIA ,x—o,N IIory V.5,yN Vpx`0,2L �f MaxAIMwmblt Me, Qmav(IWARwaSl 1060 O11ENE cis Qp OG AA WW.yI IM1 ht.q TIN Yif( je.':UKZ Ma[V[lo[lY Vniax •PmaalA Vnax-39 Vnoax ]6Net[ V2fau ,RI}^{� yi Put al Peak Vp•QpIA 914 SS(✓ P.V i4W Y1 L(. t'�1• Max Alll owable Plew QrEyYn) III] Qm 16 Q 11pp 4 }R ATM f¢$r; H �(1R Max.Vvinvq Via, ...ARm9 ay.•Pn aalA Vnuz— ]il View )BfuLeE + Elul lfi'aFlnW S 4 k PeakP kVl -y M., vklel�lew Vn'OpIA Qrvx•(I d9AR aUa)+(n) VD. El3 -IV.l1 Vallo •r55V(V QIex ID f Q 1f 'j �IpI Max. VtlmlY Vow -( w bil Vnu f)SN«:• )=^U3N &=1� vP KV aaJA x-3. ImMy Peak vtlrcar vn—Qn/n v 9.30 v WiAJ S N { ' al ]I iry[yp' Ma.mmwabmvlow Qmt-(IMAx m I X KII V[Inry Vm—V.... /A Vw— lMmx03 ITT) P56 dvw.e a Nlowobltllow V9 Q9IA Qmaa-(IA)A] E]An) ar- BSS 'N'l 55 V V n 0 will im BJ IA iJ� p R h 9A E fwv p+Y Mav volt max.•Woo Wool Vnmx-375 qJ° Vote a fil N»lvp-V N .✓WOK f ITT) w5) v tv mClr Vp-VrIA v a'o Nllmv s5v .9Vp0ENmx't yp'Qq my "9 AM,Mkiwabill Qlux•(I A9ARmS a)I(iQ n9a IJl] Qnu J f 4Qp OM1 h ;} 1� fn M . V l Vmu •QnaaJA Voex— <]J BNeaJ» V -.Y NmE4 1UR' Ire B Velocity Vp-QPrA V on allo RAN: SAVPPT0 N Y'y 'f: Max Allowable Flow Pill —(1<9ARlOSl6Mn) II iV tl f Qp VA h IL f Man Velocity Vmax.-QoaxJA 3N 3+Utt-`> wO3N 5 PtlPea Y VVlocel Vp—Qp/A alo 55N ! r v}V+ Max_ 11 Phil QJz) ax 1006 mm 10f 11yN �` Fatal; veM m�u Vnu«>QVp "'vPNMMa"a6�'T'ik•UK V'F Jmss Next vl ry VP-Qn/A v o.Jo pill s5Pool M' All nblellow Qn nx-(I m9ARp961RIHe) Vnx•LAX NaIJ h 4yQ P f qq 't 'J$ P vil V'40 1 Ill. M. viiiIii" V nex.-O ae/A ma p/ma».FV L0 V NFIWOkIi. p State Road Map & USGS Map ■ ■ ■ ■ P. ltt A ele, . r e JIV, 9 l Lf l �"Jli'V+ _ 4 :i}� + �G, `1', , ,�i11 f� . ����\1 i�r, Jtt1 f• rr f g�` Fr %17 f Ild \� FI •.` i 1 V/ eiG iPo rl if ll Y. � P� Al v\ t1 n rz.`•�_ ` I /� i to (`n-^v1• 1/ r i r ;� 7 .r��� �'�.. \ , �.� i/ � `L�...\\ I /,JfV4 `�S 1 j�� i �,}�` �' ... ��-•Z. % l " f/� ���, ..• fI—I / J (�i\f!�-1� �l r1vL�. •�-.��J� , ro 1 �a �; \ ` I�..-\ \ µ• AA >/` (r vuaoa ae eNl IN 1 LEMON SPRINGS QUMRY A �fwyweel' / ? uiiI coUNI'Y. NC. YYR®l: rARIR i®IW i A w—c 4 / - < � � r �` � _ �� t ��-�*---,�o,y s r _ ,, - f � (- '�„ - ��,� � r �-&"o. _�_ � , r � � �, �� � � . � --� � 1. ' .' • r -- �; ,�, �` _ _ _- � _ . � _ _ �' t Il.. _J A_' yy i�`. v r y/� n � b����� :�l�i� � :. � m _ __ I _ u .. � e _^ �_—.�z:��. .. __ __ — e_ _ — -- • —_ .i/.r _ xat-_ -- 6 � - _ _! _—� -_-' _�_ __ �r e ;.� _.._ as � �v � _ m _. � rc_ _....i i _._ __ �y.r J_�_J v C � i -. e � � � __� ....e ....�. - - _ North Carolina James D. Simons, P.G., P.E. Director and State Geologist AVi7'li NCDEMR - Department of Environment and Natural Resources Division of Land Resources Land Quality Section August 5, 2003 Mr. Don Bright Martin Marietta Aggregates PO Box 30013 Raleigh, North Carolina 27622-0013 RE: Permit No. 53-01 Lemon Springs Quarry Lee County Cape Fear River Basin Dear Mr. Bright: Michael F. Easley, Govemor William G. Ross Jr., Secretary Your recent request to have the above referenced mining permit modified has been approved. The modification is to increase the affected area at the site to 320 acres as indicated on the Mine Map last revised June 20; 2003. This modification includes an increase of the Future Pit Area southwest of the existing pit, the addition of a berm area along the southwestern permit boundary, the expansion of the approved berm along the southwestern permit boundary to 300 feet (a portion of which is approved to be a berm or stockpile area), and construction and maintenance of the sediment and erosion control measures as indicated in the Sediment and Erosion Control Plans dated June 20, 2003 for the area designated as "Future Plant/Stockpile Area". A copy of the modified permit is enclosed. The conditions in the modified permit were based primarily upon the initial application. Modifications were made as indicated by the modification request and as required to insure compliance with The Mining Act of 1971. The expiration date, mine name and permit number shall remain the same as before the modification. I would like to draw your particular attention to the followina conditions where minor additions or changes were made: Operating Condition Nos. 3C, 4G, 9, and 10B and Reclamation Condition No. 4. The issuance of a mining permit and/or any modification to it does not supersede local zoning regulations. The responsibility of compliance with any applicable zoning regulations lies with you. As a reminder, your permitted acreage at this site is 506.58 acres and the amount of laud you are approved to disturb is 320 acres. 1612 Mail Service Center, Raleigh, North Carolina 27699-1612 • 919-733-4574 I FAX: 919-733-2876 512 North Salisbury Street, Raleigh, North Carolina, 27604 An Equal Opportunity 1 Affirmative Action Employer -- 50% Recycled 110% Post Consumer Paper Mr. Bright Page Two Please review the modified permit and contact Ms. Judy Wehner, Assistant Mining Specialist, at (919) 733-4574 should you have any questions concerning this matter. Sincerely, Francis M. Nevils, Jr., PE Section Chief Land Quality Section FMNjrljw Enclosures cc: Mr. John Holley, Jr., PE Ms. Shannon Deaton - WRC, wlenclosures Mr. Bradley Bennett - DWQ, wlenclosure Mr. William Gerringer-Mine and Quarry Bureau, w/o enclosure DEPARTMENT OF ENVIRONMENT AND NATURAL RESOURCES DIVISION OF LAND RESOURCES LA(NU IQUALI T T SEC T 10N PERMIT for the operation of a mining activity In accordance with the provisions of G.S. 74-46 through 68, "The Mining Act of 1971," Mining Permit Rule 15A NCAC 5 B, and other applicable laws, rules and regulations Permission is hereby granted to: Markin Marietta Aggregates Lemon Springs Quarry Lee County - Permit No. 53-01 for the operation of a Crushed Stone Quarry which shall provide that the usefulness, productivity and scenic values of all lands and waters affected by this mining operation will receive the greatest practical degree of protection and restoration. MINING PERMIT EXPIRATION DATE: April 5, 2012 Page 2 In accordance with the application for this mining permit, which is hereby approved by the Department of Environment and Natural Resources hereinafter referred to as the Department, and in conformity with the approved Reclamation Plan attached to and incorporated as part of this permit, provisions must be made for the protection of the surrounding environment and for reclamation of the land and water affected by the permitted mining operation. This permit is expressly conditioned upon compliance with all the requirements of the approved Reclamation Plan. However, completed performance of the approved Reclamation Plan is a separable obligation, secured by the bond or other security on file with the Department, and may survive the expiration, revocation or suspension of this permit. This permit is not transferable by the permittee with the following exception: If another operator succeeds to the interest of the permittee in the permitted mining operation, by virtue of a sale, lease, assignment or otherwise, the Department may release the permittee from the duties imposed upon him by the conditions of his permit and by the Mining Act with reference to the permitted operation, and transfer the permit to the successor operator, provided that hnth operators have complied with the requirements of the Mining Act and that the successor operator agrees to assume the duties of the permittee with reference to reclamation of the affected land and posts a suitable bond or other security. In the event that the Department determines that the permittee or permittee's successor is not complying with the Reclamation Plan or other terms and conditions of this permit, or is failing to achieve the purposes and requirements of the Mining Act, the Department may give the operator written notice of its intent to modify, revoke or suspend the permit, or its intent to modify the Reclamation Plan as incorporated in the permit. The operator shall have right to a hearing at a designated time and place on any proposed modification, revocation or suspension by the Department. Alternatively and in addition to the above, the Department may institute other enforcement procedures authorized by law. Definitions Wherever used or referred to in this permit, unless the context clearly indicates otherwise, terms shall have the same meaning as supplied by the Mining Act, N.C.G.S. 74-49. Modifications March 27, 1992: This permit has been modified to allow the construction and stabilization of additional overburden to be placed on the existing overburden pile as specified in the proposal dated March 13, 1992 provided that the affected area immediately around and above the upstream end of the pipe expansion be stabilized in accordance with the revegetation plan of this permit as soon as possible as the pipe extension and fill activities are completed. September 4, 1992: This permit has been modified to include the installation of a sediment trap located west of the plant area and the expansion of the storage area and associated sediment and erosion control measures and culvert installation as indicated in the plans received by the Land Quality Section on August 19 and 25, 1992. Page 3 April 4, 1_997: This permit has been modified to allow 10 additional acres to be affected for the expansion of the existing overburden storage area and the associated sediment and erosion control measures as indicated on the mine map received by the Land Quality Section on August 29, 1997. In addition, the modification includes the adjustment of the permit boundary that was a result of a recent property survey. January 14, 1998: The permit has been modified to allow a 5.77 acre pit expansion as indicated on the mine map last revised November 24, 1997, July 2, 1998: This permit has been modified to allow clearing and backfill operations in two non -jurisdictional isolated wetiand areas with stipulations. September 14,1998: This permit has been modified to add 2.9 acres of pit expansion and to reconfigure the berm (reducing said berm by 0.7 acres) along the southern permit boundary as indicated on the mine map dated June 10, 1998. The modification also includes the as-,nciated Sediment and Erosion Control Plan received by the Land Quality Section on August 5, 1998. December'30, 1998: This permit has been modified to include the expansion of the existing berm along the southwestern permit boundary and the construction of a 2,500 foot berm along the northwestern permit boundary as indicated on the mine map last revised November 18, 1998. The modification also includes the associated sediment and erosion control measures and supporting supplemental information as shown on the revised mine map. June 20 1999: This permit has been modified to revise and update sediment/erosion control plans to reflect actual field conditions as indicated on the revised 8 Y2 by 11 inch section of the mine map and associated supplemental information received by the Land Quality Section on �. .... .. 11 .1 A nnn june L I, 1';Uu. January 22, 2001: This permit has been modified to increase the permitted acreage at this site to 506.58 acres and increase the affected acreage to 368.49 acres as indicated on the mine map received by the Land Quality Section on November 30, 2000. This modification includes the addition of a railroad line along the eastern edge of the permit boundary, expansion of the overall permit boundary along the southeastern and northern permit boundaries, relocation of approximately 850 feet of existing stream east of the northeastern portion of the existing pit limits, expansion of the berm along the northern permit boundary, and addition of a berm along the southwestern permit boundary. April 20, 2001. This permit has been modified to address the requirements of Operating Condition No. 4.L. of the mining permit and to incorporate the final detailed plan, including the installation and maintenance of the approved erosion and sedimentation control measures, for the stream channel relocation near the railroad spur as indicated in the letter dated March 13, 2001 and supplemental information submitted with said letter with stipulations. Page 4 January 9, 2002: This permit has been modified to add 65 affected acres for a plant/stockpile area, four affected acres for the entrance, office and scale area to be relocated along the relocated Bruce Coggins Road, and two affected acres for the employee building and shop area. The affected acreage has also been updated to more accurately reflect the site conditions. All mining -related activities at the site shall be conducted as indicated on the revised mine map and supplemental information received by the Land Quality Section on November 26, 2001. August 5, 2003: This permit has been modified to increase the affected area at the site to 320 acres as indicated on the Mine Map last revised June 20, 2003. This modification includes an increase of the Future Pit Area southwest of the existing pit, the addition of a berm area along the southwestern permit boundary, the expansion of the approved berm along the southwestern permit boundary to 300 feet (a portion of which is approved to be a berm or stockpile area), and construction and maintenance of the sediment'and erosion control measures as indicated in the Sediment and Erosion Control Plans dated June 20, 2003 for the area designated as "Future Plant/Stockpile Area". Expiration Date This permit shall he RffPrtive from tthehe date of its issuance until April 5, 2012. Conditions This Permit shall be subject to the provisions of the Mining Act, N.C.G.S. 74-46, et. seq., and to the following conditions and limitations: OPERATING CONDITIONS: Wastewater and Quarry Dewatering A. Any wastewater processing or mine dewatering shall be in accordance with the permitting requirements and rules promulgated by the N.C. Environmental Management Commission. B. Any storm water runoff from the affected areas at the site shall be in accordance with any applicable permit requirements and regulations pr0IllUlgaicu uy Ule Environmental Protection Agency and enforced by the N.C. Environmental Management Commission. It shall be the permittee's responsibility to contact the Storm Water Section, Division of Water Quality, to secure any necessary storm water permits or other approval documents. 2. Air Quality and Dust Control A. Any mining related process producing air contaminant emissions including fugitive dust shall be subject to the requirements and rules promulgated by the N.C. Environmental Management Commission and enforced by the Division of Air Quality. Page 5 B. During quarry operation, water trucks or other means that may be necessary shall be utilized to prevent dust from leaving the permitted area. 3. Buffer Zones A. Any mining activity affecting waters of the State, waters of the U. S., or wetlands shall be in accordance with the requirements and regulations promulgated and enforced by the N. C. Environmental Management Commission. B. Sufficient buffer shall be maintained between any affected land and any adjoining waterway or wetland to prevent sedimentation of that waterway or wetland from erosion of the affected land and to preserve the integrity of the natural watercourse or wetland. C. All buffer zones shown on the Mine Maps last revised June 20, 2003 shall be maintained to protect adjoining property. These buffer zones, with the exception of the installation of required sediment control measures and approved earthen berms, shall remain undisturbed. 4. Erosion and Sediment Control A. Adequate mechanical barriers including, but not limited to diversions, earthen dikes silt check dams, -Silt rPtardinn Structures, rin rap pits; or ditches shall be provided in the initial stages of any land disturbance and maintained to prevent sediment from discharging onto adjacent surface areas or into any lake, wetland or natural watercourse in proximity to the affected land. B. The 2.9 acres of pit expansion and reconfiguration of the berm along the southern permit boundary shall be conducted as indicated on the mine map dated June 10, 1998 and shall include the construction and maintenance of tee sediment control m.-.nn� O tlitme -1 in the Sediment and Frngzinn Q,JUI,IQIGU jeUI111GIR l.Vklll Vi IIIGQJU rc.`7 VkJ llll k�.l„! in ui�.. vv..n� Control Plan received by the Land Quality Section on August 5, 1998. C. All sediment and erosion control measures associated with the berm expansion along the southwestern permit boundary and construction of the 2,500 foot berm along the northwestern permit boundary shall be constructed and maintained as indicated on the Mine Map last revised November 18, 1998 and the supplemental information dated November 18, 1998. D. All mining related activities, including the installation and maintenance of all sediment and erosion control measures, shall be conducted as indicated on the Mine Map last revised November 27, 2000 and received by the Land Quality Section on November 1, 2000 and received by the Land Quality Section on November 30, 2000, including the supplemental information received by the Land Quality Section on November 30, 2000 and January 17, 2001. Page 6 E. All mining activities, including the installation and maintenance of all erosion and sediment control measures, shall be conducted as indicated on the Mine Map last revised November 28, 2001 with the stipulation that all diversion ditches shall be adjusted to ensure they function properly (i.e., one diversion ditch should originate further upstream near the head -of the affected watercourses to effectively divide the watershed). F. All mining activities, including the installation and maintenance of all sediment and erosion control measures, shall be conducted as indicated on the Mine Map last revised February 22, 2002. G. Mining activities, including the installation and maintenance of all sediment and erosion control measures associated with the increase of the Future Pit Area southwest of the existing pit, the addition of a berm area along the southwestern permit boundary, and the expansion of the approved berm along the southwestern permit boundary to 300 feet (a portion of which is approved to be a berm or stockpile area) shall be conducted as indicated on the Mine Map last revised June 20, 2003 and the Sediment and Erosion Control Plans dated June (3 20, 2003. �H�� An erosion and sediment control plan(s) shall be submitted to the Department for approval prior to any land disturbing activities not indicated on the revised erosion control plan or mine maps submitted with the approved application for a minim, norm;+ �nri nnxr .�nr.r.-...nr1 rn.rin�r.r.�. +_ i+ Q ck nrnnr. ir..�l� �.�.. but are nod i i in III iy V%r I i i 61a of iU ui ly U VHI vvcU i uv iJwI 10 w IL. uuaa I ai Gaa �� i�,iuu�, uuL CA v iuL limited to, expansion outside of the approved pit area, creek crossings, or expansion of overburden or waste disposal areas. 5. Groundwater Protection Groundwater monitoring wells shall be installed and monitored as deemed appropriate by the Department. 6. Graded Slopes and Fills A. The angle for graded slopes and fills shall be no greater than the angle which can be retained by vegetative cover or other adequate erosion control measure, structure, or device. In any event, exposed slopes or any excavated channels, the erosion of which may cause off -site damage because of siltation, shall be planted or otherwise provided with groundcover, devices or structures sufficient to restrain such erosion. B. Overburden cut slopes along the perimeter of any pit expansion conducted after April 28, 1992 shall be graded to a minimum 2 horizontal to 1 vertical or flatter and shall be stabilized within 60 days of completion. Furthermore, a minimum ten (10) foot wide horizontal safety bench shall be provided at the top of the rock and at the toe of any overburden slope constructed after April 28, 1992. Page 7 Surface Drainage The affected land shall be graded so as to prevent collection of pools of water that are, or likely to become, noxious or foul. Necessary structures such as drainage ditches or conduits shall be constructed or installed when required to prevent such conditions. n) Blasting The operator shall monitor each blast with a seismograph located at a distance no farther than the closest off site regularly occupied structure not owned or leased by the operator. A seismographic record including peak particle velocity, air overpressure, and vibration frequency levels shall be kept for each blast (except as provided under Sections B. and D. of this permit). The following blasting conditions shall be observed by the mine operator to prevent hazard to persons and adjacent property from surface blasting: A. Ground Vibration With Monitoring: In all blasting operations, the maximum peak particle velocity of any component of ground motion shall not exceed Figure 1 (below) at the immediate location of any regularly occupied building outside of the permitted area such as a dwelling house, church, school, or public, commercial or institutional building. m B. Ground Vibration Without Monitorinq: In the event of seismograph malfunction or other condition which prevents monitoring, blasting shall be conducted in accordance with the following formulas: W = (DlDs)2 Ds = D W 112 V = 160(Ds)"' W = Maximum charge weight of explosives per delay period of 8.0 milliseconds or more (pounds). D = Distance from the blast site to the nearest inhabited building not owned or leased by the mine operator (feet). Ds = Scaled distance factor. V = Peak Particle Velocity (inches per second). The peak particle velocity of any component shall not exceed 1.0 inch per second, for the purposes of this Section. C. Air blast With Monitorinq: Air blast overpressure resulting from surface blasting shall not exceed 129 decibels linear (dBL) as measured at the immediate location of any regularly occupied building not owned or leased by the operator outside of the permitted area such as a dwelling house, church, school, or public, commercial or institutional building, unless an alternate level based on the sensitivity of the seismograph microphone as specified below is being used: Lower Frequency Limit of Max Level, Measuring System, in Hz in dBL 0.1 Hz or lower -flat response 134 peak 2.0 Hz or lower -flat response 133 peak 6.0 Hz or lower -flat response 129 peak D. Air blast Without Monitoring: In the event of seismograph malfunction or other condition which prevents monitoring, blasting shall be conducted in accordance with the following formulas: U = 82 (D/W"s')1 To convert U (psi) to P (dBL): Page 9 P = 20 x log (U12.9x10-9) Confined Air blast/Overpressure (dBQ for quarry situation: A=P-35 U = Unconfined air overpressure (pounds per square inch). W = Maximum charge weight of explosives per delay period of 8.0 milliseconds or more (pounds). D = Distance from the blast site to the nearest inhabited building not owned or leased by the mine operator (feet). P = Unconfined air overpressure (decibels). A = Air blast or air overpressure for typical quarry situations (decibels). The air blast/overpressure shall not exceed 129 decibels, for the purposes of this Section. E. Record Keeping: The operator shall maintain records on each individual blast describing: the total number of holes; pattern of holes and delay of intervals; depth and size of holes; type and total pounds of explosives; maximum pounds per delay interval; amount t stemming ' .4 h..rrJnn f.�r anrF, hnEa i,loc} 1��7}inn' �iistallcP frnm blast to VI stell ming anu UuI ucn Ivl �eC1Vh hole �+�w .� ptinn- closest offsite regularly occupied structure; and weather conditions at the time of the blast. Records shall be maintained at the permittee's mine office and copies shall be provided to the Department upon request. F. Excessive Ground Vibration/Air blast Reporting - If ground vibration or Air blast limits are exceeded, the operator will immediately report the event with causes and corrective actions to the Depa ►r �er�t. Use of explosives at the blast site that produced the excessive reading shall cease until corrective actions approved by the Department are taken. However, blasting may occur in other approved areas within' the permitted boundary. Authorization to blast at the blast site may be granted at the time of the verbal reporting of the high ground vibration or high air blast reading if the circumstances justify verbal approval. Failure to report will constitute a permit violation. G. Flyrock Prevention: The operator shall take all reasonable precautions to ensure that flyrock is not thrown beyond areas where the access is temporarily or permanently guarded by the operator. Failure to take corrective measures to prevent flyrock and repeated instances of flyrock shall be considered a violation of the Mining Permit. Page 10 H. Flyrock Reporting: Should flyrock occur beyond the permitted and guarded areas, the operator shall immediately report the incident to the Department. Further use of explosives on the mine site shall be suspended until the following actions have been taken: A thorough investigation as to the cause(s) of the incident shall be conducted. 2. A report detailing the investigation shall be provided to the Department within 10 days of the incident. The report shall, at a minimum, document the cause(s) of the incident along with technical and management actions that will be taken to prevent further incidents. The report shall meet with the approval of the Department before blasting may resume at the mine site. Studies: The operator shall provide to the Department a copy,of the findings of any seismic studies conducted at the mine site in response to an exceedence of a level allowed by these blasting conditions. The operator shall make every reasonable effort to incorporate the studies' recommendations into the production blasting program. J. Notice: The operator shall, when requested by the Department, give 24-hour advance .:_,. a.. aL.. I ,� rl„r,l'+., C.,.,+i-- D ,�,ir,nol nffir-n nrinr to ar1\! h1nct r1i irinn a notice o ,ie Land duality r. ectivll I,cyiviiu� view,. p, c period for which notice is requested. 9. High Wall Barrier A physical barrier consisting of large boulders placed end -to -end or fencing shall be maintained at ail times along the perimeter of any highwall to prevent inadvertent public access. In addition, a minimum 10 foot wide horizontal safety bench shall be provided at the junction between the top of rock and the toe of any overburden cut slope. 10. Visual Screening A. Existing vegetation shall be maintained between the mine and public thoroughfares to screen the operation from the public. Additional screening methods, such as constructing earthen berms, shall be employed as deemed appropriate by the Department. Page 11 Vegetated earthen berms shall be located and constructed as shown on the Mine Maps last revised June 20, 2003. In addition to grasses, long leaf and/or Virginia pines or other acceptable evergreen species shall be planted as deemed appropriate by the Department to improve visual and noise buffering. 11. Plan Modification The operator shall notify the Department in writing of the desire to delete, modify or otherwise change any part of the mining, reclamation, or erosion/sediment control plan contained in the approved application for a mining permit and any approved revisions to it. Approval to implement such changes must be obtained from the Department prior to on -site implementation of the revisions. 12. Refuse Disposal A. No on -site disposal of refuse or other solid waste that is generated outside of the mining permit area shall be allowed within the boundaries of the mining permit area unless authorization to conduct said disposal has first been obtained from both the Division of Waste Management and the Land Quality Section, Department of Envlronme.nt and Natural Resources. The method of disposal shall be consistent with the approved reclamation plan. B. Mining refuse as defined by G.S. 74-49 (14) of The Mining Act of 1971 generated on -site and directly associated with the mining activity may be disposed of in a designated refuse area. All other waste products must be disposed of in a disposal facility approved by the Division of Waste Management. No petroleum products, acids, solvents or their storage containers or any other material that may be considered hazardous shall be disposed of within the permitted area. C. For the purposes of this permit, the Division of Land Resources considers the following materials to be "mining refuse" (in addition to those specifically listed under G.S. 74-49 (14) of the N.C. Mining Act of 1971): 1) on -site generated land clearing debris 2) Conveyor belts 3) wire cables 4) v-belts 5) steel reinforced air hoses 6) drill steel D. If mining refuse is to be permanently disposed within the mining permit boundary, the following information must be provided to and approved by the Division of Land Resources rip or to commencement of such disposal: 1.) the approximate boundaries and size of the refuse disposal area; 2.) a list of refuse items to be disposed; Page 12 3.) verification that a minimum of 4 feet of cover will be provided over the refuse, 4.) verification that the refuse will be disposed at least 4 feet above the seasonally high water table; and 5.) verification that a permanent vegetative groundcover will be established. 13. Annual Reclamation Report An Annual Reclamation Report shall be submitted on a form supplied by the Department by February 1 of each year until reclamation is completed and approved. 14. Bonding The security, which was posted pursuant to N.C.G.S. 74-54 in the form of a $500,000.00 blanket bond, is sufficient to cover the operation as indicated in the approved application. This security must remain in force for this permit to be valid. The total affected land shall not exceed the bonded acreage. 15. Archaeological Resources Authorized representatives of the Division of Archives and History shall be granted access to the site to determine the presence of significant archaeological resources. Page 13 APPROVED RECLAMATION PLAN The Mining Permit incorporates this Reclamation Plan, the performance of which is a condition on the continuing validity of that Mining Permit. Additionally, the Reclamation Plan is a separable obligation of the permittee, which continues beyond the terms of the Mining Permit. The approved plan provides: Minimum Standards As Provided By G.S. 74-53 The final slopes in all excavations in soil, sand, gravel and other unconsolidated materials shall be at such an angle as to minimize the possibility of slides and be consistent with the future use of the land. 2. Provisions for safety to persons and to adjoining property must be provided in all excavations in rock. 3. All overburden and spoil shall be left in a configuration which is in accordance with accepted conservation practices and which is suitable for the proposed subsequent use of +Hdn lonri VI N-lam 1-1- 4. No small pools of water shall be allowed to collect or remain on the mined area that are, or are likely to become noxious, odious or foul. 5. The revegetation plan shall conform to accepted and recommended agronomic and reforestation practices as established by the North Carolina Agricultural Experiment Station and the North Carolina Forest Service. 6. Permittee shall conduct reclamation activities pursuant to the Reclamation Plan herein incorporated. These activities shall be conducted according to the time schedule included in the plan, which shall to the extent feasible provide reclamation simultaneous with mining operations and in any event, provide reclamation at the earliest practicable time after completion or termination of mining on any segment of the permit area and shall be completed within two years after completion or termination of mining. RECLAMATION CONDI T IONS: Provided further, and subject to the Reclamation Schedule, the planned reclamation shall be to allow the quarry excavation to fill with water, provide a permanent barricade (fence) along the top of any high wall, and grade and revegetate any areas in unconsolidated material. 2. The specifications for surface gradient restoration to a surface suitable for the planned future use are as follows: Page 14 A. All areas of unconsolidated material such as overburden or waste piles shall be graded to a 2 horizontal to 1 vertical or flatter slope and terraced as necessary to insure slope stability. B. Any settling ponds and sediment control basins shall be backfiiled, graded, and stabilized or cleaned out and made into acceptable lake areas. C. The processing, stockpile, and other disturbed areas neighboring the mine excavation shall be leveled and smoothed. D. Compacted surfaces shall be disced, subsoiled or otherwise prepared before revegetation. E. No contaminants shall be permanently disposed of at the mine site. On -site disposal of waste shall be in accordance with Operating Conditions Nos. 12.A. through D. F. The affected land shall be graded to prevent the collection of noxious or foul water. 3. Reve etation Plan: Disturbed areas shall be permanently revegetated according to the Seeding for Pied Mont Poor So;ls Plan on the details Mahn, ihppt 2 of 3, Hated June 20. 2003 Whenever possible, disturbed areas should be vegetated with native warm season grasses such as switch grass, Indian grass, bluestem and gamma grass. In addition, the permittee shall consult with a professional wildlife biologist with the N.C. Wildlife Resources Commission to enhance post -project wildlife habitat at the site. 4. Reclamation Plan: Reclamation shall be conducted simultaneously with mining to the extent feasible. In any event, reclamation shall be initiated as soon as feasible after completion or termination of mining of any mine segment under permit. Final reclamation, including revegetation, shall be completed within two years of completion or termination of mining. Page 15 This permit, issued July 20. 1972, renewed March 31, 1982 an. April 28, 1992, modified March 27, 1992, September 4, 1992, April 4, 1997, October 7, 1997, January 14, 1998, July 2, 1998, September 14, 1998, December 30, 1998, June 30, 1999, January 22, 2001, April 20, 2001 and January 9, 2002 and renewed April 5, 2002, is hereby modified this 5"' day of August, 2003 pursuant to G.S. 74-52. By: .fo1 James D. Simons, Director 1 Division of Land Resources By Authority of the Secretary Of the Department of Environment and Natural Resources Lcmnn Springs Quarry (53-0 1) n Subject: Lemon Snrin¢a Quarry(53-O]) Date: Fri, 18 Jul 2003 17:59:31 -0400 From: john holley <john.holley@ncmail.net> To: judy.wehnet@ncmail.net I have reviewed the subject application and offer the following (1) The S&E appears acceptable. Basins appear to have been designed with efficiency in focus. The placement of measures appears satisfactory. (2) As long as we are satisfied with the S&E, DWQ should be OK with the general permit conditions. (3) In that the plant is not affected in the current submittal, OAQ should not be impacted by this modification. Approval is recommended with the usual conditions. If there are any questions, please advise. John L. Holley, Jr., P.E., CPESC <John. Hollev@ncmail.net> Regional Engineer Land Quality Section DENR LJ V ` l �� 71212003 8:24 AM 07/17/2003 08:23 9195289939 Falls Lake Office Date . iI Number of pageS including Cove4eet To: ��4�f_i'n^�'�n�✓ CJ t Phone Fax Phcre cc: PAGE o1 NC Wildlife Resources Commission Habitat Conservation Program -{ 11421.85 Service Road Creedmoor, NC 27522r — Phone 919-528-9886 Fax Phone 999.52M839 07/17/2003 08:23 9195269839 PAGE 02 0 North. Carolina Wildlife Resources Commission n _ _...... .........,.,..-- Charles R. Fullwood, Executive Director MEMORANDUM 70: Susan B. Edwards, Mining Program Secretary /�t�ar�)d Qual' Sectio ��,��� FROM: 'ITanic e ende�� end" O Vkegion Coordinator Habitat Conservation Program DATE: 17 July 2003 SUBJECT: Mining Permit Modification Request for Martin Marietta Materials, Lcmon Springs Quarry - Permit No. 53-01, Lee County, North Carolina Biologists with the North Carolina Wildlife Resources Commission have reviewed the subject permit renewal. Our comments arc provided in accordance with provisions of the Mining Act of 1971 (as amended, 1982)(G.S. 74-76 through 74-6S 15 NCAC 5). Martin Marietta Aggregates is requesting a modification to increase the future pit area, increase the future hem area along the southwestern permit boundary, widen the footprint of the approved berm along the northwestam boundary, and submit erosion plans to disturb the area designated as future plant/stockpile area.. Numerous streams flow through the site and am tributaries of the Upper Little River in the Cape Fear River Basin. We are pleased to see that the applicant is maintaining 50-foot buffers along wetlands. We have no objection to the project modification. However, we offer the following recommendations to be included in the permit to minimize impacts to fish and wildlife resources. In order to minimize stream impacts, while tetaining some measure of wildlife habitat, we recommend a 100-foot undisturbed, native, forested buffer along perennial streams, and a 50-foot buffer along intermittent streams and wetlands. The buffer recommendation applies for any of these features that may occur in the area for the present operation and any future expansions. Maintaining undisturbed, forested buffers along these areas will minimize impacts to fish and wildlife resources, water quality, aquatic habitat both within and downstream of the project area, and help prevent the extirpation of endangered and threatened species. Additionally. these buffers will provide an adequate travel corridor for wildlife species. Whereas, a grassed buffer, particularly fescue, is a vegetated buffer but will not provide the necessary and highly valuable functions as discussed for forested buffers. Mailing Addre..ve Dlvisienoflntand Fishcvics•1721 NoilScrvice (:emer• a a leigh,NC37699-1721 Telephone: (919) 733-3633 cat. 281 • Fax: (919) 71.5.7643 37/17/2003 09:23 9195289839 PAGE 03 Page 2 17 July 2003 Martin Mm-ietta Materials Permit No. 53-01 Water discharges from the project site should be proportional to the size of the receiving stream, and all discharges should comply with NPDES pennit ruquirements. In 1Ji1161C:-al C1L, ILITV1UIIy V.l UIG uLJl;llnlgl'r sL1UUlU UG IllGllll[llliGu at UL Ul".1ow 111l: tJG:1111.J1 requirement. High water discharge rates and turbidity can negatively impact aquatic and fisheries resources within and downstream of the project area. Excessive silt and sediment loads can have numerous detrimental effects on aquatic resources including; destruction of spawning habitat, suffocation of eggs, and clogging of gills of aquatic species. Implementation of these conditions should nlinitnize impacts to aquatic and fisheries resources at and downstream of the project site. Proposed seeding mixtures include fescue, which provides very little value to wildlife and sericea lespedeza, which is invasive. We encourage the applicant to consider using; seed mixtures that are more beneficial to wildlife in their reclamation plait, such as native, warm season grasses. An exact seeding mixture would need to tale into Account soil types, moisture, pH, acid degree of slope of areas to be stabilized_ Additionally; for relatively shallow sediment basin reclamation, we recommend 1.hese areas be rerlainled as wetlands where practicable, We refer the applicant to George Strader, District Wildlife Biologist at (919) 47 t--1743 for additional infonrlation and ideas on mclarnation for wildlife. d �'trinrtr•nt r rncinn rnntrnl rt�P:lCilrnc chrntlrl hr incta11Pr1 u;h�srFcoil rc riictlirh�rt and maintained until project completion, This is especially important in areas adjacent to streams and wetlands. Temporary or permanent herbaceous vegetation should tit plailied on all Dare soil within 15 days of ground disturbing activities to provide long; -teen erosion conttol. Thank you for the opportunity to review and comment on this modification. if you need additional information, please contact our office at (919) 528-9886. cc: Mr, Don Bright, Martin Marietta Aggregates Garland Pardue, USFWS S B/drp 0 NCDENR North Carolina Department of Environment and Division of Water Resources Michael F. Easley, Governor July 15, 2003 MEMORANDUM TO: Ms. Susan B. Edwards Mitring Program Secretary Land Quality Section FROM: Blake Rouse Water Allocation Section Division of Water Resources Natural Resources William G. Ross Jr., Secretary John N. Morris, Director SUBJECT: Mining Permit Modification Request for: Martin Marietta Materials Lemon Springs Quarry - Permit No. 53-01 Lee County Please find attached a copy of the mining permit modification' request for the above referenced project. The Lemon Springs Quarry located in Lee County should not have an unduly adverse effect on ,round water supplies. Any water withdrawal will be subject to North Carolina General Statute 143-21522H; Registration of Water 1,Vithdrawals and Transfers Required. Any person who withdraws in one day 100,000 gallons (70 -pill) or snore of surface water or ground water in North Carolina is required to register the withdrawal with the Division of Water Resources. A Central Coastal Plain Capacity Use Area permit must be obtained from the Division of Water Resources if the withdrawal exceeds 100,000 gallons per duty and occurs in Beaufort, Carteret, Craven, Duplin, Edgccombe, Greene, Jones, Lenoir, Martin, Onslow, Pamlico, Pitt, Washington, Wayne, or Wilson County. If you have further questions please contact the Division of Water Resources at (919) 733-4064 or send correspondence to 1611 Mail Service Center, Raleigh NC 27699-161 1. 1611 Mail Service Center, Raleigh, North Carolina 27699-1611 Phone- 919-733-40641 FAX: 919-733-35581 Internet: www.ncwater.org An Equal Opportunity\Affirmative Action Employer-50% Recycled\10% Post Consumer Paper to l��2y�zm3 �J s North Caro /J 03 a James D. Simons, P.G., P.E. �` wemor Director and State Geologist sell MEMORANDUM TO: Mr. Nat V Hydrogen Division c-_.... FROM: Susan B. Edwards9/ Mining Program Secretary Land Quality Section SUBJECT: Mining Permit Modification Request for Martin Marietta Materials Lemon Springs Quarry - Permit No. 53-01 Lee County IAI Mine Dewatering Proposed ❑ No Mine Dewatering Proposed Please find attached for your review a copy of the mining permit modification request for the above referenced project. Please review this information and advise as to the probability of this operation having an unduly adverse effect on potable groundwater supplies (G.S. 74-51 (2)) or groundwater quality (G.S. 74-51(3)). Please respond by July 18, 2003 so that we may complete our review of this request within our statutory time limits. Any comments your agency can provide regarding potential effects on potable groundwater supplies and groundwater quality will be appreciated. We would like to have any recommendations you may provide for permit conditions, for reasonable protection of groundwater quantity or quality. If your staff wishes to perform a site inspection, it is recommended that they contact the person submitting this request to set up a convenient date and time. Also, please send a copy of your comments to the person noted in the application. PLEASE RETURN ALL APPLICATION MATERIALS AND MAPS WITH YOUR REVIEW COMMENTS TO THIS OFFICE. Your continued cooperation is greatly appreciated. Please contact Ms. Judy Wehner at (919) 733-4574 if you have any questions. /SBE Attachments cc: Mr. John Holley 1612 Mail Service Center, Raleigh, North Carolina 27699-1612 •919-733-4574 /FAX: 919-733-2876 512 North Salisbury Street, Raleigh, North Carolina, 27604 An Equal Opportunity 1 Attractive Action Employer- 50% Recycled 110% Post Consumer Paper r"L�.t-W�cct Kl:..i�;'?'�1f14L:;"1.-.T.KT'�is��i'i"w%^.�wn=:'�Nt� w.{�:'....n.N"v�..'4..,...�..r;...�+.ri�.+..w�-•�...fi:.:�::ii: T.':z .^. ® i • '""MINING CHECKLIST FOR ROUTING Applicant's Name: 114M A Project Name: iA/ey - U Applic.TerImit No.: 53_OI County: 9t,,* Date Received: tgli— . Reviewer: River Basin Name: 44 ly ❑ Ned✓ ❑Renewal ,d'fvlodificstion (inside permit boundaries) ❑ Modification (outside permit boundaries) ❑ Transfer ❑ Release - ❑PartialRelease � ❑Additionallnformation ❑Fee Needed:$ ❑ Fee Received: $4 Packaoe to, Regional Office (2 complete copies; attach the" eg Office Mining Application Review checklist" to one copy and attach both e DWQ d'DAO "Mini ng Application Review Form" to the other copy; send both cc ies to egio ngin eer) D : Routes cc;9d l vision of Water Resources Witte: Routed Rec'd �t Wildlife Resources Commission Date: Routed Fec'd ❑ US Fish & Wildlife Service Date: Routed Rec'd (Only new applications and moeNkation requesta that add land to the permit) - Fleare & first 3 pages of the application and any location maps to• ❑ Division of Parks & Recreation Date: Routed., Rec'd ❑ NC Geological Survey Section Date: Routed Rec'd (Only new applications and modification requests that add land to the permit) ❑ Division of Archives & History Date: Routed Rec'd (Only new applicatone) "0' ❑Other: Date: Routed Rec'd `? 4j 4` "5uopen5e Date for Comments: b (no later than 25 days 10 from receipt) �u,a ❑ Please note the following: �i ,ka`3A :.ativam vYi.:4ai.-da°".aL�s�ai"!vidX:'+,.3".,a�3,&7.�tt'adbnr«l.'".d.f',1:lS.z'iu,4�S.w3'waa,}1]' n^?N",3�'ifle4v'k�4,ltarxs.�rrkiu'4ns'.&.i4.4 KN{Y Aga NCDENR- NortCarolina Department of Environment and Natural Resources Division of Land Resources Land Quality Section ,lames D. Simons, P.G., P.E. June 24, 2003 Michael F. Easley, Governor Director and State Geologist William G. Ross Jr., Secretary MEMORANDUM TO: Ms. Danielle Fender Habitat Conservation Program Coordinator Wildlife Resources Commission FROM: Susan B. Edwards 9/ Mining Program Secretary Land Quality Section SUBJECT: Mining Permit Modification Request for Martin Marietta Materials Lemon Springs Quarry - Permit No. 53-01 Lee County Please Find attached for your review a copy of the mining permit modification request for the above referenced project. Please review this information and advise as to the probability of this operation having unduly adverse effect on wildlife and freshwater fisheries (G.S. 74-51 (2)). Please respond by July 18, 2003 so that we may complete our review of this request within our statutory time limits. As is the case in our review of all mining permit applications, renewals and modifications, this office will carefully review all proposed erosion and sediment control measures to ensure that they are sufficient to restrain erosion and off -site sedimentation. However, any comments your agency can provide regarding effects on wildlife and freshwater fisheries would be greatly appreciated. If your staff wishes to perform a site inspection, it is recommended that they contact the person submitting this request to set up a convenient date and time. Also, please send a copy of your comments to the person noted in the application, RETURN ALL APPLICATION MATERIALS AND MAPS WITH YOUR REVIEW COMMENTS TO THIS OFFICE. Your continued cooperation in the review of these type requests is greatly appreciated. Please contact Ms. Judy Wehner at (919) 733-4574 if you have any questions. /SBE Attachments cc: Mr. John Holley 1612 Mail Service Center, Raleigh, worth Carolina 27699-1612 •919-733-4574 I FAX: 919-733-2876 512 North Salisbury Street, Raleigh, North Carolina, 27604 An Equd !'lppo,rfiunRy Y Affjrm Bile Acdon t_fnpb)— - Kfl°/ Parvrinei 1 1 fl?/_ Pnet f'nnci�mar Parer 0 lee NCDENR North Carolina Department of Environment and Division of Land Resources Land Quality Section James D. Simons, P.G., P.E. June 24, 2003 Director and State Geologist MEMORANDUM TO: Mr. Nat Wilson Hydrogeology Group Division of Water Resources FROM: Susan B. Edwards 9-/ Mining Program Secretary Land Quality Section F Natural Resources Michael F. Easley, Governor William G. Ross Jr., Secretary SUBJECT: Mining Permit Modification Request for Martin Marietta Materials Lemon Springs Quarry - Permit No. 53-01 Lee County Mine Dewatering Proposed No Mine Dewatering Proposed Please find attached for your review a copy of the mining permit modification request for the above referenced project. Please review this information and advise as to the probability of this operation having an unduly adverse effect on potable groundwater supplies (G.S. 74-51 (2)) or groundwater quality (G.S. 74-51(3)). Please respond by July_ 18, 2003 so that we may complete our review of this request within our statutory time limits. Any comments your agency can provide regarding potential effects on potable groundwater supplies and groundwater quality will be appreciated. We would like to have any recommendatibns you may provide for permit conditions, for reasonable protection of groundwater quantity or quality. If your staff wishes to perform a site inspection, it is recommended that they contact the person submitting this request to set up a convenient date and time. Also, please send a copy of your comments to the person noted in the application. PLEASE RETURN ALL APPLICATION MATERIALS AND MAPS WITH YOUR REVIEW COMMENTS To THIS OFFICE. Your continued cooperation is greatly appreciated. Please contact Ms. Judy Wehncr at lJ I Y) ! JJ-6+.7 ! `F 11 you have any gLlestlolls. /SBE Attachments cc: Mr. John l-Tolley 1612 Mail Service Center, Raleigh, North Carolina 27699-1612 •919-733-4574 I FAX: 919-733-2876 512 North Salisbury Street, Raieigh, North Carolina, 27504 A� Egja.i n...,.,%min.1 difi,,malivc Acdo. C.... bycr_ 50 Recyderl1 10 Post C-,--mer Panay rn, �yua, v1,�,u�,�,�„J .. ,���,���,���„� r-.�u�n u��Nwr�� .... ... ......�..�4� , �u �u � w� ..���.,..�,,.., ..r,.. A A VENDOR NO. DATE: '.CHECK NO:°): 05/14/03 F 263739 171987 22 0013 P.O. BOX 30013 RALEIGH, NORTH CAROLINA 27622 DATE INVOICEICREDIT .... ,,,,GROSS AMT < x <AW.-DESC $,x xTN. ?'dmn DISCOUNTs,I„°,NET AMOUNT.r 05108103 05080302 250.00 250.00 I 2003 1` 2 3 1 JON rHE ATTACHEO CHECK 15 IN PAYMENT TOTAL: 250.00 260.00 NOR ITEMS OE¢CRIBEO ABOVE �� � oara,A N.A. Be 90B CHECK NO. 00263739 Martin Marietta Materials /AVA\ ;Z.9m.m. NC 531 . - ' P.o. eon zoouRALEIGH; xoxrH CAROYHA 27¢22.0013 - C PAY TO THE ORDER 0F: - ��'i'Y"`RATE> i KPOECK,AMOUNY o� NC DENR 05114103 5 11'250 00 TWO HUNDRED FIFTY AND 0011004•••••"•••"•••***** '"111.11111111011.111'••"•"•�••^•• NC DENR 1628 MAIL SERVICE CENTER RALEIGH NC 27699-1628 E Martin MariettA-Waterials is P.O. Box 30013 Raleigh, NC 27622-0013 Telephone: (919) 781-4550 June 20, 2003 Mr. Tracy Davis, P.E. NCDENR — Division of Land Quality 1612 Mail Service Center Raleigh, NC 27699-1612 Subject: Martin Marietta Materials, Inc. — Lemon Springs Quarry Mine Permit No. 53-01 Mine Map Modification — Berm/Stockpile Area Expansion Dear Mr. Davis: SUN 9 0 G�2� 1003 Enclosed please rind four (4) copies of a completed Sediment and Erosion Control Plan to cover modifications to the site consisting of the following: 1. Increase the Future Pita Area by approximately 14-acres. The future pit expansion is to the southwest of the existing pit. The area we are disturbing is already permitted for disturbance. (Total acreage added to affected acreage table is effectively zero) 2. Increase the future berm area along the southwestern permit boundary. The increase to the affected acreage table is Wastepiles4 +0.5-acres. 3. Widen footprint of the approved berm along the northwestern permit boundary to 300 feet. A portion of this berm will be either a berm or stockpile area. The increase to the affected acreage table is Wastepiles4 +9.5-acres. 4. Submit erosion plans to disturb the area designated as Future Plant/Stockpile Area. Included with the Erosion Control Plan is a copy of the applicable pages of the permit application, an updated mine map, and a check for S250.00 to cover the permit processing fee. If you have any questions or comments regarding the submittal provided, please call me at 919/783-4505. Sincerely, Don Bright Environmental Engineer cc: Ray Thatcher Steve Chappell Steve Whitt Horace Willson Attachment NORTH CAROLINA DEPARTMENTOF ENVIRONMENT AND NATURAL RESOURCES LAND QUALITY SECTION APPLICATION FOR A MINING PERMIT ,JUN) (PLEASE PRINT OR TYPE) Name of Mine Lemon S ' ,,s i�uarry County Lee River Basin Cape Fear Latitude(dd.mm.ss) 35°24'30" Longitude (dd.mm.ss) 79°21'00- Name of Applicant* Martin Nlarietta Nlaterials, Inc. Permanent address for receipt of official mail** P.O. Box 30013, Raleigh, NC 27622 - Telephone(9.19)_781_4550 4. Mine Office Address State Road 1158, Willett Road, Sanford NC 27330,__ Telephone (91_9)_776-5157_ Mine Manager Mr. Ray Thatcher We hereby certify that all details contained in this Permit Application are true and correct to the best of our knowledge. We fully understand that any willful misrepresentation of facts will be cause for permit revocation. ***Signature C_ L LG �/ �� ���— Date lone 19, 2003 Print Name Donald M. Moe Title Senior Vice President * Thic will hp the name that the minino nPrmit will hp iccivPrl to nnrl the name that Mica hP inrliratPrl nn the reclamation bond (security) that corresponds to this site. ** The Land Quality Section must be notified of any changes in the permanent address or telephone number. *** Signature of company officer required. G.S. 74-51 provides that the Department shall grant or deny an application for a permit within 60 days of receipt ofa complete application or, if a public hearing is held, within 30 days following the hearing and the filing of any supplemental information required by the Department. All questions must be addressed and all required maps provided before this application can be considered complete. Attach additional sheets as needed. ❑ NOTE: All of the following questions must he thoroughly answered with regards to your mining operation for the intended life of the mine. All responses must be clearly conveyed on a corresponding, detailed mine map. A. GENERAL CHARACTERISTICS OFTHI? -NIINE Answer all of the followings that apply: 1. a. If this is an application for a NEW permit, indicate the total acreage at the site to be covered by the permit (this is the acreage that the "new permit" fee will be based upon): Of this acreage, haw much is owned and how much is leased'? Acres owned: Acres 1 �.1 • D..,..o,-f— , r F 1 . leas d: � I vpl 'A Ly ll'�vilir 11 Lcascu. b. If this is an application for RENEWAL of a mining permit, indicate the mining permit number and the total (overall) acreage covered by the existing permit: Mining Permit No.: Total permitted acreage (this is the acreage that the "renewal" fee will be based upon): If this is an application for a MODIFICATION to a mining permit, indicate the mining permit number and the total (overall) acreage covered by the existing permit: Mining Permit No.: 53-01 Total permitted acreage: 506.58 Does the modification involve acreage within the previously approved permitted boundary? Yes X No_. If yes, indicate the acreage to be covered by this modification (this is the acreage that the "major modification" fee will be based upon): 10 Does the modification involve acreage outside the previously approved permitted boundary? Yes No . If yes, indicate the additional acreage to be covered by this modification: (NOTE: you must complete all of Section F. ofthis application form entitled Notification of Adjoining Landowners). Of this acreage to be added to the permit, will any portion of this acreage be affected (disturbed, ground cover removed) by the mining operation? Yes No (ifno, a"minor modification" fee of $50.00 is required, despite the "undisturbed" acreage to be added). If yes, indicate the acreage to be affected within the acreage to be added to the permit (the total acreage to be added to the permit is the acreage that the "major modification" fee will be based upon): d. If this is an application for TRANSFER of a mining permit, indicate the mining permit number and the total (overall) acreage covered by the existing permit: Mining Permit No.: TntaI narmittf-d acreage• �. ..........._ �_0 ❑ SEETHE FEE SCHEDULE AT THE END OF THIS FORIM FOR THE PROPER FEE AMOUNT TO BE PAID FOR THE REQUESTED PEWMIT ACTION(S) AND CORRESPONDING ACREAGE NOTED ABOVE 2. Name of all materials mined: Granite 3. Mining method: Hydraulic Dredge Front-end Loader & Truck ---- X Shovel & Truck Dragline & Truck Self -loading Scraper Other (explain) r Martin Marietthaterials P.O. Box 30013 Raleigh, NC 27622-0013 Telephone: (919) 781-4550 June 20, 2003 Mr. Tracy Davis, P.E. NCDENR —Division of Land Quality 1612 Mail Service Center Raleigh, NC 27699-1612 Subject: Martin Marietta Materials, Inc. — Lemon Springs Quarry Mine Permit No. 53-01 Mine Map Modification — Berm/Stockpile Area Expansion Dear Mr. Davis: Enclosed please find four (4) copies of a completed Sediment and Erosion Control Plan to cover modifications to the site consisting of the following: I. increase the Future Pita Area by approximately 14-acres. The future pit expansion is to the southwest of the existing pit. The area we are disturbing is already permitted for disturbance. (Total acreage added to affected acreage table is effectively zero) 2. Increase the future berm area along the southwestern permit boundary. The increase to the affected acreage table is Wastepiles--> +0.5-acres. 2 Widen fo 1pri.,t of the --—A F,­,,, .,I., , tl,P ­rl­­rA I— IM) C f A portion of this berm will be either a berm or stockpile area. The increase to the affected acreage table is Wastepiles-) +9.5-acres. 4. Submit erosion plans to disturb the area designated as Future Plant/Stockpile Area. Included with the Erosion Control Plan is a copy of the applicable pages of the permit application, an updated mine map, and a check for $250.00 to cover the permit processing fee. if you have any questions or comments regarding the submittal provided, please call me at 919/783-4505. Sincerely, Don Bright Environmental Engineer rr • R av 'Thatrhr-r Steve Chappell Steve Whitt Horace Willson Attachment J� } OVA `Fr`� piJhti•;�T� ,�. .. .. ��: r{ a ,. � �3.. � .-. �.� �-, ��t �_ -�. .� • � � �� .. . ' �. .1i a _ S .. NORTH CAROLINA DEPARTMENT OF ENVIRONMENT AND NATURAL RESOURCES -1 LAND QUALITY SECTION - APPLICATION FORA MINING PERMIT JUN 2 a Z003 ' (PLEASE PRINT OR TYPE) I. Name of Mine Lemon Springs Quarry County Lee River Basin Cape_Fear Latitude(dd.mm.ss) 35°24'30" Longitude(dd.mm.ss) 79021'00" 2. Name of Applicant* Martin Marietta Materials, Inc. 3. Permanent address for receipt of official mail** P.O. Box 30013, Raleigh, NC 27622 'relephone(919) 781-4550 4. Mine Office Address State Road I I Willett Road Sanford NC 27330 Telephone (919)776-5157 5. Mine We hereby certify that all details contained in. this. Permit Application are true and correct to the best of our knowledge. We fully understand that any willful- misrepresentation of facts will be cause for permit revocation. ***Signature .��p-,uc��- ✓ �% 1 %'2, — Date June 19, 2003 Print Name Donald M. Moe Title Senior Vice President * This will be the name that the mining permit will be issued to and the name that must be indicated on the reclamation bond (security) that corresponds to this site. ** The Land Quality Section must be notified of any changes in the permanent address or telephone number. *** Signature of company officer required. G. S. 74-51 provides that the Department shall grant or deny an application for a permit within 60 days of receipt of a complete application or, if a public hearing is held, within 30 days following the hearing and the filing of any supplemental information required by the Department An questions must be addressed and an required maps provided before this application can be considered complete. Attach additional sheets as needed. 0 0 ❑ NOTE: All of the following questions must be thoroughly answered with regards to your mining operation for the intended life of the mine. All responses must be clearly conveyed on a corresponding, detailed mine map. A. GENERAL CHARACTERISTICS OF THE MINE Answer all of the following that apply: 1. a. if this is an application for a NEW perniit, indicate the total acreage at the site to be covered by the permit (this is the acreage that the "new permit" fee will be based upon): Of this acreage, how much is owned and how much is leased? Acres owned: Acres leased: Property owner if leased: b. If this is an application for RENEWAL of mining permit, indicate the mining permit number and the total (overall) acreage covered by the existing pennit: Mining Permit No.: Total permitted acreage (this is the acreage that the "renewal" fee will be based upon): c. If tills is an application for a MODIFICATION to a mining permit, indicate the mining permit number and the total (overall) acreage covered by the existing permit: Mining Permit No.: 53-01 Total permitted acreage: 506.58 Does the modification involve acreage within the previously approved permitted boundary'? Yes X No . If yes, indicate the acreage to be covered by this modification (this is the acreage that the "major modification" fee will be based upon): 10 Does the modification involve acreage outside the previously approved pennitted boundary? Yes No . If yes, indicate the additional acreage to be covered by this modification: (NOTE: you must complete all of Section F. ofthis application form entitled NotiCcation of Adjoining Landowners). Of this acreage to be added to the permit, will any portion of this acreage be affected (disturbed, ground cover removed) by the mining operation? Yes No (if no, a "minor modification" fee of $50.00 is required, despite the "undisturbed" acreage to be added). If yes, indicate the acreage to be affected within the acreage to be added to the pennit (the total acreage to be added to the permit is the acreage that the "major modification" fee will be based upon): d. If this is an application for TRANSFER of a mining permit, indicate the mining pennit number and thn tntal (nvPrall) -irraaoP rnvarPti by the Pxictino narniit• Mining PPrniit Nn Total permitted acreage: ❑ SEETHE FEE SCHEDULE AT THE END OF THIS FORM FOR THE PROPER FEE AMOUNT TO BE PAID FOR THE REQUESTED PERMIT ACTION(S) AND CORRESPONDING ACREAGE NOTED ABOVE 2. Name of all materials mined: Granite 3. Mining method: Hydraulic Dredge Front-end Loader & Truck ---- X Shovel & Truck Dragline & Truck Self -loading Scraper Other (explain) 0 0 Lemon Springs Quarry l`nr�imnnt �nr� F.rncinn r"nntrni Planc TABLE OF CONTENTS Page Construction Sequence 1 Plan View 2 Sediment Trap Sizing with Supporting Calculations 4 Riser Basin #1 Sizing with Supporting Calculations 5 Riser Basin #2 Sizing with Supporting Calculations 7 Riser Basin #3 Sizing with Supporting Calculations 9 Culvert Calculations 11 Energy Dissipater Design 12 Permanent Diversion Ditch Detail 13 cf-eel;ncr gohf-f nlf- Jd PLAN NIENN Proposed Pemil marrin Marrow kinkrials, Inc, ]-� Mw[ juau-20,2M 0 0 PLAN VIEW Proposed S IMF w -Art Ai U�m �,A 1;lp C, t� Shem lol 0 0 0 0 constmC doll Sequence t:. Obtam proper appravai from Y.aM Quality print re rosy land disturbing activities. Y iocabizndfmicluarmathmEs for berm, Entire pit Emits a�,rd bafl'srareas. o lori rr, R. ! HcsCnYLS: c'h:d,i GjR+.e oir e rLd %IdbS and c'.=w a'edwcm traEmwui rsa i he.attaidtIlk; an .al..x. fr i, s. ea, isrvt ,u.�a. wrs;. uia 4 i ..c:r3a i"I'll 'i'll In .._ to 7±i< 01 n I 11IL V,iNil nve' S: 6Mn1 G;r�::imc6mi a. Cilh 4r.(ie, Ijo I t>„ai -il] -r., ill Ia;i u I ckt,k klilip.lt.e arc I R i i kI rlica[. 5. 7L�t�nar�e Vdirnli riss)x ilia L,r:rt.Sl?Icc.rdcompact a�llaYi<t Taal, i«,...a L_ c. Uura ,it Can ui aum .i sit°;ria un ac.ad wa} d a Aof`s vrtW efruckez?rir i a .. an l`ac[ tic r iak. uat abl peal ea. o Strto.wnvz all bare earth Pnaa.dFntely fillatviug coastiectian aowdingW the attached e loa",�.k,klule 4 All z�_;ra Nai vulimemro trot practices will be inspected weekly and efiecrainfall events. Needed repairs will 11kl:il, imll1 -ki.it ky 7 Abwrsm<:,z.;t,im,ed, retrieve all tempprary`rncasuics� NOTES: ?, �tmmeanaxxp �d diversion dnu,< r t u; ar .?aa I t a.1: �f jr b r GeW as uonssarytaaonforxnmutimal �cl�avrapity.. fclo,aui mid sedimenclietrol devicesshalt bedleck following tab rulao producing rinafall but in rat case li nu z i, x u4 N; A rc, vi, will by made imrgg3laictg i W l i, . , tl7 bk� ul gaEed as a backup measure w1semneedetiin insure this ne sediment leaves the properly. J WeL. uupro.r'ed.. Martin Atriv+w Mat vsiahiI � ,kWU SV k m Q.r**r=y Sticzr.I ciI lone 20..xi O', 11 n SEDINIQ7 TRAP DFSIGN - DRY G N CALCILL&,T] ON,'c 'IV, \;III ar 140 a ttt ;), Ij ;I T6,1 A- 1,50 31,IIJAI,,, 1,30 Ab s I%riI 6.4b II. I,, JI I QAl 59 Inim 0, it SIP h4-10 v. 1C RL 9,0 1 AIf I I I I 11 1 3 1 1 6,3 cn I-, 1 1 r q I lo, k 3,9 1 Y I I I I , 3 111 1 1 It 5.6 are ) Fk,, 6A IvI 1 hoIN 1", ZV'J, 4,1211 BaS¢vPL V,I t ;N I I I I UO dxm.mp. IrI, it 7 4 I;,c "133 "IwItf I�Iltl I, I, I... 11,4 `3 %]TIk It A I I'mi 11zPA fee?. wosm) 1"5A ftI4' Martin Im. qTmn7 �n.=2 Riser 1 Drainage Area : 45.6 acres Disturbed Area: 43.0 acres Avg. Rainfall Intensity k= 5.8 in(hr Avg. Rainfall Intensity hs= 8.0 in/hr Calculating runoff from the 2-year storm event Runoff Ceef. c = 0.43 Avg. Rainfall Intensity k= 5.8 Drainage Area a= 45.6 Q2 = cia = 0.43 x 5.8 x 45.6=113.7264cfs 11373 ).`cfs 1 ; Calculating runoff from the25-year storm event Runoff Carr. c= 0.43 Avg. Rainfall Intensity 65 = 8.0 Drainage Area a = 45.6 Q25 = cia = 0.43 x 8 x 45.6=156.864cfs -Qs 15686'. cfs. r_ Renuired Volume (1800 colds ft/acre) Volume = 1,800 x Disturbed Area Volume = 1,800 x 43 acres Volume'--' 7740P 'feelal" Volume Provided at Settling Pool Tap Length (TL)= 500 feet Bottom Length (BL) = 482 feet Top Width(TW)= 100 feet Bottom Width (BW)= 82 feet Calculating Weighted C: C acres Disturbed Areas 0.45 43.0 gross 0.1 2.6 Weighted C= 043 Calculating Weighted C: C acres Disturbed Areas 0.45 43.0 grass 0.1 2.6 Weighted C= 0.43 Top Elevation of Pool = 376.0 feet Depth = 3.0 feet Bottom Elevation of Pool- 373.0 feet Side Slope : 3.00 Volume =trL. rvngeL. eWJ/r•Depth Volume---13Phis is> than 77400 sgaurefeet therefore okay Renuired Surface Area SA = (Qr x 0.01 x 43,560) SA = (113.73 x O.DI x 43,560) Surface Area Provided Length = Width= Area = Length x Width Area = 500 x 100 SSA this u > than 49540.79 sgaure feet therefore okay 500 feet 100 feet Tap Elevation = 376.0 feet Martin Marietta Materials Union Springs Quarry Sheet: 5 or 14 June 20, 200s • Riser 1 (continued) Sizing Riser Top of Riser Elevation = 376.0 feet Minimum Design 0.2 cfs * Drainage Area Design Head driving Riser 2 feet 0.2 cfs * 45.6 acres = 9.1 cfs Elevation of driving head = 378.0 feet Diameter of Riser = 48 inch. From Figure 8.07b (design chart for riser outlet), the Ripe flow capacity of the Riser with 1.5 feet is —108 cfs ' �Risef 108 Sizing Barrel From chart below Figure 8.07b, with a 48" Riser, a 36" Barrel is required. Barrel = 36 � inch., Performations in Riser Perforate the riser with 1/4 to 1/2 inch holes spaced 3 inches apart. Cover the perforated section with a 3/4 inch gravel filter 2 feet thick Spillway Design The riser chosen will pass --108 cfs, thus leaving--48.86 cfs (156.86 - 108) left over for the spillway to pass. From Table 8.07d, with a discharge of 48.86 cfs. The following design requiements should be followed for the spillway Minimum Slo e = 3.1% 1 Bottom Width = 24 feet Maximum Slone = 9.0% Stap-e feet = 0.94 Bottom elevation of spillway = 378 feet o Ton f Dam elevati-- = 1Rll PPt P �r ` Bouvant Force on Riser Fb,i,t, = dia.2 x (pi/4) x height of riser x 62.4 Fb,i,�, 3136.56 lbs� :; Concrete Base Repuried Weight Provided (length x width x depth)(D,o„, x Dww,r) (3.65 x 3.65 x 3) x (150 - 62.4) 3501.153 lbs. of concrete or 1.48 �, ' ds of concrete Thus.... Factor of Safety = 1.12 height of riser = 4 feet square = 3,65 feet thick = 3 Density of Concrete (D.,,,) = 150 Density of Water (Dwater) = 62.4 feet Martin Marietta ,Materials Lemon Springs Quarry Sheet: 6 of 14 June 20, 2003 Riser 2 Drainage Area: 28.0 acres Disturbed Area: 25.0 acres Avg. Rainfall Intensity is 5.8 in/hr Avg. Rainfall Intensity 4s = 8.0 in/hr Calculatine runoff from the 2-year storm event Runoff Coef. c= 0.41 Avg. Rainfall Intensity h= 5.8 Drainage Area a= 28.0 Q2 = can = 0.41 x 5.8 x 28=66.584cfs Calculation runoff from the 25-vear storm event Runoff Coef, a= 0.41 Avg. Rainfall Intensity 45 = 8.0 Drainage Area a= 28.0 Q25 = cia = 0.41 x 8 x 28=91.84cfs Q}s = 91.84'cfs Required Valume f1800 cubis ftlacre) Volume = 1,800 x Disturbed Area Volume = 1,800 x 25 acres Volume45000 Volume Provided at Pool Top Length (TL)= 530 feet Bottom Length (BL) = 512 feet Top Width (TW)= 55 feet Bottom Width (BW)= 37 feet Calculating Weighted C: C acres Disturbed Areas 0.45 25.0 grassi 0.1 1 3.0 Weighted C= 0.41 Calculating Weighted C: C acres Disturbed Areas 0.45 1 25.0 grassl 0.1 1 3.0 Weighted C= 0.41 Top Elevation of Pool = 365.0 feet Depth= 3.0 feet Bottom Elevation of Pool= 362.0 feet Side Slope : 3.00 Volume = Ire. TWigoe. oWl/,.Depth Yolume = 1721;41' lfeef' this is > than 45000 sgaure feel therefore okay Required Surface Area SA = (Qa x 0.01 x 43,560) SA = (66.58 x 0.01 x 43,560) Surface Area Provided Top Elevation= 365.0 feet Length- 530 feet width = 55 feet Area = Length x Width Area = 530 x 55 Mania Marietta Materials �..t �:Y,i3A'L-F.'t29f5wr5:feetn.)i Lemon springs Quarry this is > than 29002.23 sgaure feet therefore okay Sheet 7 of 14 June 20. 2003 Riser 2 (continued Sizing Riser Top of Riser Elevation = 365.0 feet Minimum Design 0.2 cfs * Drainage Area Design Head driving Riser = 1.5 feet 0.2 cfs * 28 acres = 5.6 cfs Elevation of driving head = 366.5 feet Diameter of Riser = 48 inch. From Figure 8.07b (design chart for riser outlet), the pipe flow capacity of the Riser with 1.5 feet is --72 cfs Riser = Sizin£ Barrel From chart below Figure 8.07b, with a 48" Riser, a 36" Barrel is required. Bai 61=,.; Performations in Riser Perforate the riser with 1/4 to 1/2 inch holes spaced 3 inches apart. Cover the perforated section with a 3/4 inch gravel filter 2 feet thick Spillway Design The riser chosen will pass —72 cfs, thus leaving—19.84 cfs (91.84 - 72) left over for the spillway to pass. From Table 8.07d, with a discharge of 19.84 cfs. The following design requiements should be followed for the spillway Minimum Slone = 3.3% IBottom Width = 16 feet Maximum Slo e = 17.3% Sta e feet = 0.70 Bottom elevation of spillway = 366.5 feet Ton of Dam elevatinn = 3C_,R,5 feet Bou ant Force on Riser Fb,scr = dia.2 x (pi/4) x height of riser x 62.4 ;Fbf1$ef= 3136;56_ Concrete Base Re uried Weight Provided (length x width x depth)(D,(„, x Dwa,) (3.6 x 3.6 x 3) x (150 - 62.4) = 3405.888 lbs. of concrete or = ',i:!14` ' , ds.6f concrete,.,,: Thus.... Factor of Safety = 1.09 height of riser = 4 feet square = 3.6 feet thick = 3 Density of Concrete (D,o.,) = 150 Density of Water (Dwater) = 62A feet Martin Marietta Materials Lemon Springs Quarry Sheet: 8 of 14 June 20, 2003 Riser 3 Drainage Area: 7.5 acres Disturbed Area: 7.5 acres Avg. Rainfall Intensity h = 5.8 in/hr Avg. Rainfall Intensity in = 8.0 irdhr Calculating runoff from the 2-year storm event Runoff Coef. c= 0.45 Avg, Rainfall Intensity y= 5.8 Drainage Area a= T5 Q2 = con =0.45 x 5.8 x 7.5=19.575cfs g2 _ t -_419:58° ?cfs} Calculatine runoff from the 25-vear storm event Avg. Rainfall Intensityt is= 8.0 Drainage Area a = 7.5 Q15=ria=04,5x 8v 75=77rfc Required Volume (1800 cubic Nacre) Volume = 1,800 x Disturbed Area Volume = 1,800 x 7.5 acres Volume=, 13506:"Feek' Volume Provided at Pool Tap Length (TL)= 245 feet Bottom Length (BL) - 227 feet Tap Width(TW)= 35 feet Bottom Width(BW)- 17 feet Calculating Weighted C: C acres Disturbed Areas 0.45 7.5 grass 0A 0.0 Weighted C = 0.45 s.atwmiag'Weigbted C: C a cres Disturbed Areas 0.45 T5 grass 0.1 0.0 Weighted C= 0.45 Top Elevation of Pool= 368.0 feet Depth= 3.0 feet Bottom Elevation of Pool= 365.0 feet Side Slcpe : 3.00 Volume = iTL x Twlaat. omtti*Depth .,volume- ;18651 „feet' , this is > than 13500 sgaure feet therefore okay Required Surface Area SA = (Qr x 0.01 x 43,560) SA = (19.58 x 0.01 x 43,560) Surface Area Provided Length = Width= Area= Length x Width Area = 245 x 35 ;tiSA=;. i857ii-VNeef'si this is > than 8529.05 sgaure feet therefore okay 245 feet 35 feet Top Elevation= 368.0 feet Martin Marietta Materials Lemon Springs Quarry Sheet 9 of 14 June 20. 2003 Riser 3 (continued) Sizing Riser Top of Riser Elevation = 368.0 feet Minimum Design 0.2 cfs * Drainage Area Design Head driving Riser = 1.25 feet 0.2 cfs * 7.5 acres = 1.5 cfs Elevation of driving head = 369.3 feet Diameter of Riser = 18 inch. From Figure 8.07b (design chart for riser outlet), the pipe flow capacity of the Riser with 1.5 feet is —21 cfs �: Riser = .21 Sizing Barrel From chart below Figure 8.07b, with a 18" Riser, a 12" Barrel is required. Barrel.= „: ;12 inch.. Performations in Riser Perforate the riser with 114 to 1/2 inch holes spaced 3 inches apart. Cover the perforated section with a 3/4 inch gravel filter 2 feet thick Spillwav Design The riser chosen will pass —21 cfs, thus leaving --6 cfs (27 - 21) left over for the spillway to pass. From Table 8.07d, with a dischar e of 6 cfs. The followin design requiements should be followed for the spillway Minimum Slone = 3.5% Bottom Width = 12 feet Maximum Slope = 18.2% IStage feet = 0.69 Bottom elevation of spillway = 369.25 feet Ton of ream elevation = "371 75 feat Bouvant Force on Riser Fb,i�, = dia.2 x (pi/4) x height of riser x 62.4 height of riser = 4 feet ' Fb,is«= 441.08 'J.bs. Concrete Base Reguried feet square = 2.3 Weight Provided feet thick = 1.1 (length x width x depth)(D.o�x Dw,«,) Density of Concrete (D,o„,) = 150 (2.3 x 2.3 x 1.1) x (150 - 62.4) 509.7444 lbs. of concrete Density of Water (Dwater) = 62.4 or = ' �0.22•' Wds of c6ncret6 Thus.... Factor of Safety = 1.16 Martin Marietta Materials Lemon Springs Quarry Sheet: 10 of 14 June 20, 2003 DRAINAGE AREA FOR CULVERT 99 Draingage area = 104 acres Hydraulic length2,700 feet average slope = 1.67% Cleared 2.1 acres 2.0% x 93 189.06 Roads/Roofs 2.4 acres 2.3% x 98 227.69 Residential 8.5 acres 8.2% x 68 559.54 Wooded area 67.7 acres 65.5% x 55 3604.55 Meadow 22.6 acres 21.9% x 58 1268.93 103.3 acres 56607 CN = 5660.7 /100 = 56.6 1) Determine runoff depth Rainfall amount for 25-yr, 24-hr storm Lee County, N.C. 6.3 inches (Figure 8.03k) Runoff depth= 1.93 inches (Table 8.03c) 2) Determine peak rate of runoff for the design storm by adjusting for watershed shape. a. Equivalent drainage area= 71 acres (Figure 8.03n; hydraulic length = 2700') b. Ql = 20 efs/inch x 1.93 inches = 39.6 peak = 20 (Figure 8.030; less than 3%slope; CN = 57) c. Q2 = 38.6 x 104/71 56,44 cfs 3) Adjust peak discharge rate Q2 far percent impervious area and percent hydraulic length modified a. Impervious factor= 1.00 (the impervious area is negligible) ( Figure 8.03r; 10% impervious) b. Hydraulic length modification factor counted b/c no channel improvement made c. Q3 = 56.45 x 1 = 56.44 4) Adjust peak discharge for avg. watershed slope a. Adjustment factor for watershed slope = 1.15 b.q4=56.44x 1.15= 64,91 cfs 5) Adjust peak discharge for surface pon ling 1 (Nn Ponding) (Table 8.03e) 64.91 cfs 6) Size Culvert Max. Allowable Flow Q=(1 49AeS"a)/(n) Pipe Dimmer (in): D= 48.0 in Number of Pipes: Pipes= 1.0 Longitudinal Slope(tUtt): S= 2.01/b Manning Roughness Coefficient n = 0.024 Corrugated Metal Pipe Q imx=Dlsmilti au*Savoln Q no _ 110.31 cfs Martin Marietta Materials, Inc. Qjmax�-M 0)s37i>s> ''jte r"'64?9 a y,5�e�b'�kdffiQl �'Idremfo[eiVka Lemon Springs Quarry Sheet: I l of 14 June 20, 2003 ENERGY DISIPATOR DETAIL .. I ?ivs, f i' aP) �'wiary \`�fr !✓ :�l C�v'iribi.)j;�ir�,fS !ri •) t)�� �fy�Aft 4:`:f�y.flrJfi QN: n-- rtF _ i t i =tea t =u Culvert N9 Pie Dia. (in) 48 inches L = ft 48 feet W = ft) -28 feet = (in) 28 inches S (class) 1 Martin Marietta Materials, Inc. Lemon Springs Quarry Sheet: 12 of 14 June 20, 2003 PERMANENT DIVERSION I T Cri i Ai UI,A Tivi�T� Ditch Drainage I Ditch Size (feet) A rnm R., Retardance n Slope Va (Nsec) Vd (fUsec) Q23 QmaX Flow A at Row R at Row Freeboard No. Area(Acres)l Top WxBottom WxDepth (it) I (fn (table 8.0sc) (%) (Table 8.05a) Cale. (c.f.s.) (c.f.s,) V th (R.) y - depth (R) ( el) Lining 11.25 0,90 B 0.068 2.00% 4.5 1.94 7.20 7.17 0.72 3,72 0.49 0.78 Tail Fescue D24 2.00 12.00 x 3.0 x 1.50 1 L25 0.90 D 0.038 2.009/6 4.5 2.89 7.20 7.37 0.54 2.49 0.39 0.96 D26 8.00 16,00 x 40 x 200 20.00 1.20 B 0.059 1.00% 4.5 2.38 28.80 28.91 1.45 12.11 0.92 0.55 Tall Fescue 20.00 1.20 D U.035 1.00% 4.5 3.49 28.80 28.81 Lit L 7.50 15.00 x 3.0 x 2,00 18.00 1.15 B 0.060 1,25% 4.5 2.53 27.00 27.08 1.45 10.66 0.88 0.55 Tall Fescue 18.00 1.15 D 0.036 3.25 % 4.5 3.69 27.00 27.13 1.14 7.32 0.72 0.86 NOTE: Qio n Cia where C = 0.45 (table 5-2 smom bare wit), I = 5-min duration min event (plate 5-6), and A = Drainage Area Va a Mm. allowable velocity based oa Table 8.14 Side Slope Z = 3 Qs = Cia where: c = 0-45 Vd- Designed velocity based upon(I-49/n)' R" • SIR i - 8 (Fig. 8.03e - 25 yr. - 5 min. Puration) Qmax = Cross Section Area • Vd = Max. Row in channel based upon Mannings Equation a = Drainage Area A - Cross -Sectional Area R = Hydraulic Radius Temporary Liner Calculations (none required: Vd <2.0 fUsec)) Drainage Area (Acres) Ditch Size (feet) Top WxBottom WxDepth Ar_, (R') Rent (R) Lining Tem n Slope (%) Va (ft/sec) Pa a 6.30.1 Vd (Nsec) Calc. QI (c.f.s.) Qmax (c.f.s.) Depth of Flow (R.) A at flow depth (R') R at Row de th (R) Freeboard (feet) Shear Stress (lb/fe) F,27 2.7 12.00 x 3.00 x 1.50 I1.25 090 none 0.023 2.0% 2.0 1.77 0.55 0.55 0.094 0.31 0.09 L41 0.12 2.7 16.130 x 4.00 x 2.00 20.00 1.20 none 0.023 1.0% 2.0 1.30 0.55 0.55 0.098 0.42 0.09 1.90 0.06 2.7 15.00 x 3.00 x 2.00 18.00 1.15 none 0.023 1 13% 2.0 1.52 1 0.55 0.55 0.108 0.36 0.10 1 1.89 0.08 Side Slope = 3 Q. - Cia where: c = 0.45 5.8 (Fig. 8.03c - 2 yr. - 5 min. Duration) .age Area t Place material from excavation on downhill side of Row, Use additional fill to achieve specified height and width. t~ 2' min - Flow h � X •.yt. ,.epih j.. kk Seed and mulch diversion channel and dike Bottom immediately after construction. Choose appropriate seeding mixture from the seeding schedule. I Width l I Tnn Width r...1 Permanent Diversion Ditch ICiarti:. ir'__:_tta n.a_.x at., inn. Lemon Springs Quarry Sheet: 13 of 14 June 20, 2003 Ll- Is SEEDING SCHEDULE FOR ALL GRASSED AREAS: PLANTING DATE SEED MIX March 1 - June 1 Serica Lespedeza (scarified) KY - 3I Fescue *Ladino Clover June I - September 1 September I - March 1 KY - 31 Fescue Sorghum - Sudan Hybrids *Ladino Clover Serica Lespedeza (unbulled, unscarified) KY - 31 Fescue Abruzzi Rye *Ladino Clover * Apply Ladino Clover if feasible. Fertilize seedbeds with 2 tons/acre lime and 500 lbs/acre 10-20-20. Mulch with 2 tonslacre clean straw or hay. Tack with rapid setting emulsified asphalt at 10 gal./1000 sq. ft., or other tacking agent approved by Owner. SEEDBED PREPARATION NOTES: 1) Surface water measures are to be installed according to plan. 2) Areas to be seeded shall be ripped and spread with topsoil (if necessary), 3" deep. Total seedbed prepared depth shall be 4"-6" deep. 3) Loose rocks, roots, and other obstructions shall be removed from the surface so as not interfere with the establishment and maintenance of vegetation. Surface for final seedbed preparation, at final grades shown, shall be reasonably smooth and uniform. 40 If no soil test is taken, provide fertilizer and lime according to seeding schedule. hi addition, provide 15 lbs/ 1000 sq. ft. of super phosphate. 5) If no soil test is taken, provide fertilizer and lime according to the soil test report. Soil testing is recommended. RATES: LBS./ACRE 50 120 5 6) Lime and fertilizer shall be applied uniformly and mixed with the soil during seedbed preparation. 7) Water all seeded areas and keep moist until new grass is established. Martin Marietta Materials, lnc. Lemon Springs Quarry Sheet: 14 of 14 June 20, 2003 120 50 5 70 120 25 5 Appendices 250 200 150 60 a 50 B 40 m 0 30 a 20 ru as :MY 10 ,Ps( Inlet Pro onions Pipe Pipe Conduit Riser (D) - in (d) - in fill 2 16 15 21 18 24 21 30 24 30 30_ 36 ::::36— �48� 42 54 48 60 Circular risers with splitler wall Crest Pipe riser J z Pipe conduit For conduit dice friction slope. 7 = 5D For conduit slope <fricton slope. Z = 2D 1.0 1 1.5 t2.0 2.5 3.0 Head required at crest of riser in feet (h) ( Figure 8.07b Design chart for riser outlet Pipe drop inlet spillway design For a given Q and H, refer to Table 8.07a cr 8.07b for conduit size. Then determine the riser diameter (d) from the Inlet Proportions Table on this figure. Next, refer to the above curves, using the conduit capacity and riserdiameter, and find the head (h) required above the crest of the riser. The height of the riser should not be less than 5D - h, except as noted in the above sketch. Example - Given: CMPI Q = 20 cfs; H = 14 ft, in max. 1.0 ft; L = 70 ft. From Table 8.07a find cond a it size (D) = 18 inches. From Inlet Proper. Form; Table, riser size = 24 inches. Head (h) required for Q = 20 and d=24 is 1.0 ft. 8.07.9 0 • nn • r�i5er # 1 Table 8.07c Design Table for Vegetated Spillways Excavated in Erosion Resistant Solis (side slopes-3 horizonlal:l vertical) Discharge 9 CPS Slope Ram4e BottomkFeet Width Feet Discharge 9 CIS slape Ran4s Batton Width Pee stage Peet Mini Per Maa im Per ant Minimum Pec ant Maximum Percent 15 3.3nt 12.z 6 00 2.B 5.2t 24t 1.24 3.5 18.2 l2 2.8 5,0 28 1.06 3.1 8 2.9 32 1.8420 3.2 3.6 13.0 12 90 2.5 2.0 2.9 12 1.843.3 1'!. a 10 2. 5 3.11.012.97.1 25 B 2.0 3.8 20 1.45 3.2 9.9 12 .91 2.9 4.5 24 1.32 3.3 13.2 is .79 2.8 5.3 28 1.22 3.3 17.2 20 .70 2.8 B.1 32 1.14 30 2.9 e.0 8 1.20 100 2.5 2.8 18 1.71 3,0 6.2 12 1.01 2.5 3.3 20 1.54 3.0 10.7 10 .Be 2.8 4.0 24 1.41 3.3 13.6 20 .78 2.7 Cie 2B 1.30 35 2.5 5,1 8 1.30 2.7 3.3 32 1.21 2.9 6.9 12 1. 10 2.0 e.l 30 1.13 3.1 9.0 16 .94 120 2.5 2.8 20 1.71 3.1 11.3 20 .85 2.8 3.2 24 1.5e 3.2 14.1 24 .77 2.7 3. 2 1. 40 2.7 4.5 B 1.40 2.7 4.2 32 1.34 2.9 5.0 12 T. 18 2.7 4.a 30 1.26 2.9 7.0 1B 1. OJ 140 2.5 2.7 24 1.71 3.1 9.7 20 .91 2,5 3.2 28 1.58 11.9 24 .60 2.6 3.0 32 1.47 43 4.1 6 1.49 2.6 4.0 3e 3.30 5.3 12 1.25 2.7 4.5 40 1.30 6.7 1e 1.09 160 2.5 2.7 2 SA e.4 20 .98 2.5 3.1 32 1.55 10.4 24 .89 2 3< 30 14 E2.9 3.7 0 1.57 2. 3�4 14 4.7 12 2.33 2.7 4.3 44 1.350 0.0 10 1,1e 180 2.4 2.7 32 1. 22 7.3 20 1.03 2.4 3. 30 1i-970 24 .94 ) 2.5 3.4 40 1.51 Co 2.5 3.1 8 1.73 9 2.7 3.9 12 1.47 200 2.5 2.7 30 1 1.70 2.7 4.6 1 1. 6 2.5 2. 1. 2.9 5.9 20 1,15 2.5 3.3 1.32 2.9 7.3 24 1.05 2.8 3.0 1.45 3.0 8.6 28 .97 220 2.4 2.5 1.70 2.5 2.8 a l.as 2.5 2.9 1.61 2.6 3.3 12 1.50 2.5 3.2 1. 4.1 ie .40 240 2. E4Z-4- 2.7 5.0 20 1.26 2.5 2.9 1.82 8 01 24 1.15 2 3.2 42.9 7.0 20 1.05 2602.5 2.4 2.8 1.70 1.72 29Fe2.8 1.89 Example of Use Given: Discharge, Q = 87 c1s. Spillway sop, Exg section (from pmlilo) = 40/. Find: Bottm wah ard Stage in Sµllway. Procedure: Ester rabe 1mm left a 90 tf.s. Note that Splxway slope (4%) falls vvwn a" rages correspondrg to bcrtem widlls of 24, 28, and 32 tt. Use bottom width, 32 ft., to rnainae veociy. Stage in SplMey w411 be 1.14 ft. Note: Computations based em, Roughness coefficient, n = M. Maxirlum velocity = 5.50 ff, per sec. 8.07.10 �. M3 ® Appendices r 250 200 150 IOD 9- 80 2a� z60 > 50 a 4C m V a 3C ILL 2C 110 9 8 7 6 5 0.5 1.0 1.5 2.0 2.5 3.0 Head required at crest of riser in feet (h) •� N1111N1�••1•mmom...N•: mamom.N.no 111111:11:1N�••1 mh.M N111111�.•••l• .n.NNo••e.1f���////1N.NNNEEMMM •M: I "Man 11�1.15•v1•Gl�1A.�•N•a••.m••o••m•1o••:••:•.:1•m••1••1 fI n Nll•1NN11 •r1N lriEMP%d NSOlO1NNr•u. NI all ruu ■ lourr►.na� mnn.o .nnnn:nnn umnnnnnnnit rrrr: omL"�`il7iiliinrunarrnenmummnnuun .52 S6 Si Emi •� tor type itadwall .I riser Dim nl nl , �.17 �v MMUMowl By3�Q� -M"Crest Wp3�Ty:G _ =_Pipe c=.nMAN� Fil •••iiaoiiii u nzv N~ r�rNO.nnn: 6�mrur ■ cm�nnaaam i7an►.auum �ITa7TT�_���- EFE 3 =eM'e=11til Inlet Proportions Pipe Pipe Conduit Riser (Di (d)-in 8.12 18 15 21 18 24 21 30 24 30 30 36 i 48' 42 54 48 60 / Figure 8.07b Design than for riser outlet. Pipe drop Inlet spillway design: For a given O and H, refer to Table 8.07a or 8.01 for conduit size. Then determine the riser diameter (d) from the Inlet Proportions Table on this figure. Next, refer to the above curves, using the conduit capacity and riser diameter, and find the head (h) required above the crest of the riser. The height of the riser should not be less than 5D- h, except as noted in the above sketch. Example -Given: CIA Pi 0 = 20 cfs; H = 14 It, h Max. 1,0 it; L = 70 R. From Table 8.07a find conduit size (D) = 18 inches. From Inlet Propor. lions Table. riser size = 24 inches. Head (h) required for G = 20 and o=24 is 1.0 ft. key. IWO 8.07.9 Table 8.07c Design Table for Vegetated Spillways Excavated in Erosion Resistant Soils (Sirde clnnes_3 horizontal:1 vertical) Discharge Q CTS Slope Range Bottom Width Feet Stage Feet 1 Discharge 9 CFS slope Range Bottom width Peet Stage Feet Minimum Percent Maximum Percent Minimum Percent Maximum Percent 15 3.3 12.2 6 .63 60 2.8 5.2 24 1.24 3.5 16.2 12 e9 2.0 5.9 28 1.14 20 p 3.1 8.9 6 .97 2.9 7.0 32 1.06 3.2 13.0 12 .61 90 2.5 2.6 12 1.84 3.3 17.3 -1'8r --770 2.5 3.1 16 1.61 25 2.9 7.1 6 1.09 2.8 3.B 20 1.45 3.2 9.9 12 .91 2.7 4.5 24 1,32 3.3 13.2 19 79 2.8 5.3 28 1.22 3.3 17.2 20 .70 2.B 8.1 32 1.14 30 2.9 8.0 8 1.20 1Q0 2.5 2.8 16 1.71 3.0 8.2 12 1.01 2.e 3-'3 20 1.54 3.0 10.7 1e .68 2.8 4.0 24 1.41 3.3 13.8 20 .76 2.7 4.8 28 1.30 35 2.8 5.1 e 1.30 2.7 5.3 32 1.21 2.9 6.9 12 1.10 2.8 6.1 3e 1.13 3.1 9.0 18 •94 120 2.5 2.8 20 1,71 3.1 11.3 20 .85 2.6 3.2 24 1.56 3.2 14.1 24 .77 2.7 3• 2 1. F3.1 2.7 4.5 6 1.40 2.7 4.2 32 1.34 2.9 6.0 12 1.18 2.7 4•B 36 1.28 2.9 7.6 16 1.03 140 2.5 2.7 24 1.71 9.7 20 .91 2,5 3.2 1 26 1.58 3.1 11,9 24 .63 2.6 3.6 32 1.47 45 2.5 4.1 6 1.49 2.e 4.0 30 1 38 2.6 5.3 12 1.25 2.7 4.5 40 1.30 2.9 8.7 18 1.09 160 2.5 2.7 2B 1.7 3.0 8.4 20 .96 2.5 3.1 32 1.58 3.0 10.4 24 .89 2. 3.4 3e 1.4 50 2.7 3.7 6 1.57 2.6 40 1.4 2.8 4.7 12 1.33 2.7 4.3 44 1.33 2.6 8.0 16 1.18 180 2.4 2.7 32 1.72 2.9 7.3 20 1.03 2.4 3.6 6 1- 3.1 9.0 24 .94 2.5 3.4 40 1.51 60 2.6 3.1 8 1.73 44 1.43 2.7 3.9 12 1.47 204 2.5 2.7 35 1.70 ' 2.7 4.8 16 1.28 2.5 2.9 40 1.80 2.9 5.9 20 1.15 2.5 3.3 44 1.52 2.9 7.3 24 1.05 2.6 3.6 48 1.45 3.0 6.e 28 .97 220 2.4 2.8 40 1 1.70 70 2.5 2.8 8 1.66 2.5 2.9 44 1.61 2.8 3.3 12 1.60 2-.5 3.2 48 1. 3 2.6 4.1 16 1.40 240 2.5 44 1.70 2.7 5.0 2c 1.26 2.5 2.9 48 1.62 2.8 6.1 24 1.15 2. 3.2 52 2.9 7,0 28 1.05 280 2.4 2.6 48 1.70 80 2.5 2.9 12 1.72 2.5 2.,9 52 1. 82 2.6 3.8 16 1.51 260 2.4 2.6 52 1.7 2.7 1 4.3 1 20 1.35 300 2.5 2.6 58 1 1.89 Example of Use Given: Discharge, 0 = 87 c.l.s. Spillway slope, Exit section (from profile) = 41/6. Find: Bottom width and Stage in Spillway. Procedure: Enter table from left at 90 c.f.s. Nate that Spillway slope (411/6) falls within slope ranges corresponding to bottom widths of 24, 28, and 32 ft. Use bottom width, 32 ft., to minimize velocity. Stage in Spillway will be 1.14 ft. Note: Computations based on: Roughness coefficient, n = .040. Maximum velocity = 5.50 ft. per sec. C 8.07.E 0 Kcv. 12i93 eAppendices 250 200 150 100 80 80 70 60 D 5o U 40 v 0 30 a Q/cfi �20 .9 e 7 6 5 0.5 1.1, 2s 1.5 2.0 2.6 3.0 Head required at crest of riser in feet (h) ON NOW! Or 'uoHiM'nn�rmri�Iu�uS�"��nA OnT vn�nrnmon.nGzin�iu�nu'�san'vpnuJiuuiuninmriun9munm liillIl MY ur.�rnwvr�nii-uuM' umu�� r:vrr"vaur unnown m ma uoo unnuno nu"m:n as Elia n!an . C s — _i CCU-1-'-� �_-}��C • ���5�����i ... 7� �eS NOW _ NO •Oi �. u " iC NWAWA oo- •-r--=sEs. Z _ INUMMIE •".lW1�m��o^I M Oil•. �ir v u rm • roMBE oMurr "`01"•AS� �SOEm3 C�'n►= KOM am "No ■ vuniinmi°umnm inlet Pmportions Pipe Pipe Conduit fuser (D) - in (d)-in 8-12] CjJ8 15 21 18 24 21 30 24 30 30 36 36 48 42 54 48 60 Figure 6.07b Design chart for riser outlet. Pipe drop inlet spillway design: For a given 0 and H, refer to Table e07a or B.O7b forconduit size. Then determine the riser diameter (d) from the Inlet Proportions Table on this figure. Next, refer to the above curves, using the conduit capacity and riser diameter, and find the head (h) required above the crest of the riser. The height of the riser should not be less than 5D- h, except as noted in the above sketch. Example - Given: CM P; 0 = 20 cls; H = 14 it, In max. 1.0 fb L = 70 ft. From Table 8.07a find conduit size (D) = 18 inches. From Inlet Propor- tions Table, riser size = 24 inches. Head (h) required far 0 = 20 and d=24 is 1.0 ft. i .. IZ91 8.07.9 El Table 8.07c Design Table for Vegetated Spillways Excavated In Erosion Resistant Soils (side slopes-3 horizontal:l vertical) 14nh.r4e 9 Ct5 . s1n a Pen9e Bottom Width lees stage Feet olacnuWe a on Slope Sege Bottom Width Peet stage Pees n;nlmnm Percent n.r.mn Percent n1�1mw Percent n.nimnm Percen 13 _ 1 3.3 12-2 9 .83 60 2.8 5.2t 24 1.24 3.5 18.2- - 12 :03 2.8 5.9 28 1.14 - 20 3.1 6.9 8 .97 2.9 7.0 32 1.06 3.2 13.0 12 .B1 90 2.5 2.0 12 1.94 3.3 19.3 18 .90 2.5 3.1 10 1.61 25 2.9 9.1 8 1.09 2.6 3.0 20 1.45 3.2 9.9 12 .91 2.9 6 5 24 1.32 3.3 13.2 16 .?9 2.6 5.3 26 1.22 3.3 17.2 20 .10 2.8 0.1 32 1.14 30 2.9 8.0 B 1 1.20 100 2.6 2.8 16 1.71 3.0 8.2 12 1 1.01 2.e 3.3 20 1. 4 10 10.7 16 1 .68 2.e 4.0 24 1.41 3.3 13.6 20 -mi 2.7 4.6 28 1.30 33 2.8 5.1 B f 1.30 2.7 5.3 32 1. 21 2.9 6.9 12 1.30 2.8 6.1 3e 1.13 3.1 9.0 16 .94 120 2.5 2.8 20 1.'1l 3.1 11.3 20 . 55 2.0 3.2 24 1.50 3.2 14.1 24 77 2.7 3. 2 1. 4 40 2.') 4.5 B 1.40 2.7 4.2 32 1.34 2.9 e.0 12 1.18 2.7 4.B 30 1.25 2.9 7.0 16 1.03 140 2.5 2.7 24 1.71 3.1 9.7 20 .91 2.5 3.2 28 1.58 3.1 'r.0 24 .Bu 2. 3. 32 1.47 45 2.5 4.1 8 1.49 2.5 4.0 36 1.3B 2.9 5.3 12 1.25 2.7 4.5 40 1.30 2.9 0.9 1 15 1.09 160 2.5 2.7 2B 1.9 3.0 0.4 20 .9B 2.5 3.1 32 1.Be 3.0 10.4 24 .59 2. 3.4 36 1.4 50 2.v 3.7 8 1.57 2. 3. 4 1.4 2.0 4.7 12 1.33 2.9 4.3 44 1.33 2.0 8.0 ]0 1. 10 160 2.4. 2.9 32 1.92 2.9 7.3 20 1.03 2.4 - 3.0 3 1. Br- a.i 9.0 25 .94 2 5 3.4 40 1.51 00 2.e 3.1 8 1. 3 44 2.7 3.9 ]2 1.47 200 2.5 217 3e 1.?0 2.7 4.9 16- 1.28 2. 2.9 40 1. 2 9 5.9 20 1.15 ,5 3.3 44 1. 32 2.9 7.3 24 1.05 2.0 3.6 48 .4 3.0 8.6 2B .91 220 2.4 2.8 40 1.10 70 2.5 2.9 6 1.BB 2.5 2.9 49 'IC 1 2.6 3.3 12 1.60 2. .2 4B 1. 4.0 F 9.1 16 1.40 240 --2-6-2. 44 2.'1 5.0 20 1.20 2.5 2.9 4e 1.62 2.B 9.1 24 1.15 2. 3.2 52 4 2.9 >.0 2B 12.05 260 2.4 --Y. 6 <e 1.70 Bo 2.5 2.9 12 1.72 2 5 2.9 52 1. 2 2.6 3.0 10 1.51 2B0 2.4 2.B 32 1-7 2.'I 4.3 20 1. 35 300 2.5 2.6 50 3. 69 Example of Use Given: Discharge, 0 = 87 c.f.s. Spilway slope, Fart section (from prolils) = 4%. Find Bottom wichn and Stage in Spillway. Procedure: Enter table from left e1 90 c.f.s. Note that Spllway sbpe (40%) falls YdMin slope rarges conesponcing to boaIXn widths of 24. 28, and 32 It, Use bottom wklh, 321L, t0 minim Lu V ixty. Sage In Splwlay wart b0 1 J4 It. Note: Coriputotlons based on: Roughness meOident, n = .040. Maximum velocity = 5.50 it per sec. 8.07.10 9er. Ism Erosion and Sediment Control Surface Mining Manual Table 12-2. Riprap Apron Energy Dissipater I riyr Diameter On) ripe aiope ('%) I 0.5 1.0 2.0 4.0 6.0 15 L=(R) 5 5 7.5 7.3 10 W=(ft) 4 4 5.5 5.5 6.5 D=(in) 9 9 24 24 24 S= class A B B B B/I 18 L=(R) 6 9 9 12 12 W=(ft) 4,5 6 6 7.5 7.5 D=(in) 9 24 24 24 24 S= class A B B B/1 B/1 21 L=(ft) 7 10.5 10.5 14 21 W=(ft) 5 7 7 9.5 12 D=(in) 9 24 24 24 24 S= class A B B B.11 1 24 L=(R) 12 12 16 20 24 R'=(ft) 8 8 10 12 14 D=(in) 24 24 24 24 24 S="class' I B B 13/1 1 1 27 L=(fl) 13.5 13.5 18 27 27 W=00 9.5 9.5 11.5 16 16 D=(in) 24 24 24 24 24 S= class B B B11 1 1 30 L=(ft) 15 15 20 30 30 W=(ft) 10 10 12.5 17.5 17.5 Du(in) 24 24 24 24 24 S= class B B 8/1 1 1 33 L=(ft) 16.5 22 22 33 W=(ft) 11 13.5 13.5 19 D-(in) 24 24 24 24 S= class B Bil B/1 1 36 L=(ft) 18 24 30 36 w=(a) 12 15 is 21 D=(in) 24 24 24 24 S= class B B11 B/I I 17 L=(R) 24 2u W=(ft) 17.5 17.5 24,5 D=(in) 24 24 24 S= class B/1 B/I B/1 L=(R) 32 40 48 W=(R) 20 24 28 L'ul D=(in) 24 24 24 ver`t #_ 1 S= class 13/1 3/1 -1- .� -54 L=(R) 36 45 54 W=00 22.5 27 31.5 D=(in) 24 24 24 S= class 8/1 1 1 1 60 L=(ft) 40 50 W-(ft) 25 30 D=(in) 24 30 S-class 1 1/2 66 L=(ft) 55 66 W=(R) 33 38.5 D=(in) 30 30 S= cuss 1/2 1/2 72 L=(R) 60 72 W=(R) 36 42 D=(in) 30 30 Sm class 112 112 L=length of apron (R) W=width of apron (ft) D=thickness orsione (in) S=class of stone • Recommendations only - Install as much of pad as space allows. • Filter fabric should be used when soil conditions warrant. 12-36 North Carolina Denartment of Environment, Health and Natural Resources Februa, y 1 Q06 0