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HomeMy WebLinkAbout01-08_4_RedactedMartin Marietta Aggregates M 0 � -O� East Alantance Quarry Monitoring Wells M#A*eeII D-,1 Jx Ve@B&S & ' W1 gi &B -, ' :,., 4„ xt!R;e11 &9.., Date Rwding IWENSI KRea1eRd R WEN"NI j{Reaglog 409 ft"inj '=Eliv. 09/24/02 Dry Dry 12/18/02 Dry Dry 00/17/03 64.40 5.60 0.00 70.00 0.0(l 70.00 0.00 70.00 0.00 70.00 0.00 70.00 0.00 70.00 0.00 70.00 0.00 70.00 0.00 70.00 0.00 70.00 0.00 70.00 0.00 70.00 0.00 70.00 0.00 70.00 0.00 70.00 0.00 70.00 0.00 70.00 (h00 70.00 0.00 70.00 o.o0 70.00 0.00 70.00 0.00 70.00 0.00 70.00 0.00 70.00 _ 0.00 70.00 0.00 70.00 0.00 70.00 0.00 70.00 o.o0 70.00 Noms 1) Elevations are based on a refenmee Topo&Pipe Elevation of 70' above MSL. 2) Wells should be monitored quaeer/yon the same day and approximate time with an accuracy of+/- 0. 1'. Martin Marotta Aggregates ,f, ®, BUD gal a.a.m. raiosalm ua. BE mimmm C I)9e In dm1 mTera "GmOm NNY. MSL 31WbdaOEbm+tiWMlvslsym Exopb N IIW i brorNmesuayM�/-0.1'. ]IM.M1i w�mu. Maros. w. ��emue am �:mmimp.my o-m�:.m. so.e a.acw� emam:maotmo¢. TRANSMISSION VERIFICATION REPORT TIME : 05/06/2902 14:46 J NAME GARDNER FAX 9197158801 TEL 9197333833 DATE, TIME 85 06 14: 46 FAX NO. 95104739 DURATION 00: 8D: 45 PAGE(S) 82 RESULT OK MODE STANDARD ECP.0 "dorth Carolina .11� epartment of Environment and Natural Resources Jr : ern • Michael F. Easley, Governor I William G. Ross Jr., Secretary N C DENR Charles H. Gardner, P.G., P.F. Director and State Geologist Division of Land Resources Fax To: �GJL 11Lth't Of: YI\MN Fax:rjh �gjZ3 Pages: including cover sheet Date: 5) ([ D 1 Comments: � slu eeJ �. Ctt n P, M d.4 Z ile I&K)r two t(edza awo A�, FROM: (A LLky Land Quality Section Telephone: (919) 733-4574 Fax Number: (919) 715-8801 or (919) 733-2876 Land Quality Section (919) 733-4574 Fax (919) 733-2876 Geological Survey Section (919) 733.2423 Fax 19191 733-0900 1612 NI oil Service Center. Raleigh, North Cure ha 27699.1612 Division of Land Resources t919) 733d833 Fax (919) 715-SS01 AN HQUAL OPPOR'I'UN T V r AFFIRMA D V E ACTION EMPLOYER - 50% RF-C'YCLED / Itl9'. POST CO.CRU.MVk P: ITIt Luck Stone and MMA "Swapping Quarries" Subject: Luck Stone and MMA "Swapping Quarries" Date: Thu, 02 May 2002 16:08:35 -0400 From: Tracy Davis <tracy.davis@ncmail.net> Organization: NC DENR To: Charles Gardner <Char]es.Gardner@ncmail.net>, Mell Nevils <Mel1.Nevi1s@ncmai1.net>, Jim Simons <Jim.Simons@ncmail.net>, Judy Wehner <Judy.Wehner@ncmai1.net>, Matt Gantt <Matt.Gantt@ncmai1.net>, Susan Edwards <Susan.Edwards@ncmail.net> FYI: I received a call today from Forrest Wiseman of Luck Stone Corp. giving me the heads up on a deal between Luck Stone and Martin Marietta Aggregates. At 6:00 pm today, the two companies will close a deal that "swaps" quarries. Luck Stone will sell their Burlington Plant site to MMA while MMA will sell both the Culpepper Quarry and Sponsylvania Quarry in Virginia to Luck Stone. Luck Stone will still maintain its Pittsboro Quarry (at the 3M site) and is looking for new sites as we speak in NC. This was just a business decision that worked well for both companies. They will maintain the Burlington Plant permit in Luck Stone's name until further notice —then eventually transfer it to MMA. Thanks. TD M..................--------- -- - .............. ------ ..----------- - Tracy E. Davis, P.E. <Trac .Davis ncmail.net> State Mining Specialist Division of Land Resources NC Dept. of Environment and Natural Resources of 1 5/2/2002 4:52 PM North Carolina Department of Environment and Natural Re Division of Land Resources, Land Quality Section F CF.IVElD 1. 3. s. MINE INSPECTION REPORT (PERMITTED MINE) BY; MINE NAME LUC.L6-Mrly-- &ir li t�u"bn 2. MINING PERMIT # I - OR OPERATOR 4. COUNTY ADDRESS O Pr v m8a 12 'chrnt Yid , via aaaa cz 6. PERMIT EXPIRATION DATE 7. RIVER BASIN CCIa LI!` 8. Person(s) contacted at site . l i ('{ if . ,r l 9. Was mine operating at time of inspection? 6? Yes ❑ No 10. Pictures? ❑ Yes o 11. Date last inspected: (o /aa ICO U. Any mining since last inspection? E;-Yes ❑ No 13. Is the mine in compliance with the Operating Conditions of the Permit? iil Tvcs ❑ No If no, explain: 14, Is the mine in compliance with the Reclamation Conditions of. the Permit? 8'Ves ❑ No if no, explain: 15. Did any of the above deficiencies result in offsite damage? ❑ Yes R-Tfo If yes, describe the type and severity of the damage: 16. Corrective measures needed and/or taken: N 1 Pr 17, Other recommendations and comments: 18. Is the Annual Reclamation Report +/-map accurate? ❑ Yes Cl No (Explain) O-Not Reviewed 19. Follow-up inspection needed? ❑ Yes C�-N7o Proposed date 20. No. of additionalpages of Inspection R�enpoorrt/ 1 21,.,�C�op)y of Report sent to operator �s/ $ /�� INSPECTED BY: / /( PdIDX�A��X ,M IJITO DATE S/(fat/OCR Telephone No: 0161-) �) I _ Ll{ p[1�� " White copy to file Yellow copy to operator Pink copy to Mining Spectah t 10197 North Carolina Department of Enmho : sent i^tad Natnxal Resources,Division of Land Resonn; -1::end Q119W Section (PERK MED MINE) 1. MINE NAME 0. . , 2. MINING PERMIT # 3. OPERATOR P . ! !1 n /, . , . 4. COUNTY li /t. % - ,. 5. ADDRESS 9l :I C c: 3'.1 �- /yr - "/r 1 6. PRRMTT EXPIRATION DATE :.. i i 7. RIVER BASIN 8. Person(s) contacted at site : 1 ` / - 9. Was mine operating at time of inspection? O'Yes ❑ No 10. Pictures? ❑ Yes ONo 11. Date last inspected: 12 / I rLt ^' t' 12. Any mining since last inspection? O'Yes ❑ No 13. Is the mine in compliance with the Operating Conditions of the Permit? 0-Yes . ❑ No If no, explain: 14. Is the mine in compliance with the Reclamation Conditions of the Permit. O'Yes ❑ No If no, explain: „ 1 15. Did any of the above deficiencies result in offske damage? ❑ Yes Q'No If yes, describe the type and severity of the damage: 16. Corrective measures needed and/or takes: / V / 17. Other recommendation and comments: 0 _ r , • • ' 18. Is the Annual Reclamation Report +/_map ate? p'Yes ❑ No (Explain) ❑ Not Reviewed 19. Follow-up inspection needed? ❑ Yes O'No Proposed date / / -• 20. No. of additional pages of Inspection Report_ 21. Copy of Report sent to operator! / %! L, (fie) INSPECTED BY: t - DATE 1 / Telephone No: ( nhite copy to file Yellow copy to operator Pink spy to Mining Sp& -Wit 10/97 J NORTH GAROLINA DEPARTMENT OF 107�T AND NATURAL RESOURCES aENVIRONMENT WINSTON-SALEM REGIONAL OFFICE 4 DMSION OF LAND RESOURCES NCDE LAND QUALITY SECTION a , June 26, 2000 Min "JAM EF S.HUNT JR., C wQVE^NORx. MINE INSPECTION REPORT ferzh�n Re���NNLMAN Luck Stone a""" " ; ° fa PO Box 29682 Richmond, VA 23229 �•" ,..> . .. ;�, �, - RE: Lurk Stone - Burlington Quarry Mining Permit #1-08 Alamance County r_.. .. Dear Sir or Madam: Attached is a copy of our report documenting an inspection recently conducted at a mine site for which our records show you and/or your firm to be responsible. The inspection was performed under the provisions of the North Carolina Statute 74-56 of the '.� Mining Act of 1971. ._'.. > Please review the report rarefiilly and note any problems or deficiencies documented by the inspector. Furthermore, please note any recommendations and/or specific corrective r actions required to correct any deficiencies that may be listed. The responsibility for understanding and complying with the terms and conditions -` .._-,W of the Act lies with you. Please do not hesitate to contact this office at (336) 771-4600 if i;° Z� you have any questions concerning the attached report. Your cooperation is appreciated. ,.•�;,�,�, �- Sincerely, 2� .a •- I Matthew E. Gantt, P.E. Regional Engineer MEG/grh `�'`""".'.'•"- Enclosure: Mine Inspection Report cc: Tracy Davis, Mining Specialist; WSRO File SSE WANNNTOWN STR[{T, Wtap TN CAROLINA 27107 PHONE330 "1-4600FAA 330 771-4031 DENR CUSTOMER Suv¢¢ CENTER b0T-623.679eR AN EQUAL OPPORTUNITY / AFFIRMATIVE EMPLOYER - SOM wa REEW Id6 POET CONRUNPA PZ: North Carolina Department of Environment, Health, and Natural Resources, Division of Land Resources, Land Quality Section MINE INSPECTION REPORT (PERMITTED MINE) Iffpp 1. MINE NAME 2. MINING PERMIT 3. OPERATO C2 _ 4. COUNTY 5. ADDRESS F 8 6. Person (a) contacted at site W 7. Was mine operating at imenspeclion ? s ❑ .[ No B. Pictures ? ❑ Yes 9. Date last ins pectetl: / 1 I-0 10.-Any mining since last inspection ? Yes No 11. Is the mine in compliance with the Operating Conditions of the Permit ? [,Yes ❑ No If no, explain: 12. Is the mine in compliance with the Reclamation Conditions of the Permit ? s No It no, explain: 13. Did any of the above deficiencies result in ofisite damage ? ❑ Yes If yes, describe the type and severity of the damage: 14. Corrective measures needed and / or taken: . Other rem entl tiona, s and comments:lb —7il��L•�'L L1�S.11o ' _..1Y1 i 16. Is the Annual Reclamation Report+/ - map accurate ? Yes ❑ No (Explain) Q-W Reviewed 17. Follow-up inspection needed ? ❑ Yes [ No Proposed date _/ /_ 18. No. of ditional pages of Inspection Report: 19. Copy of Report sent to operator /_!_ (date) INSPECT 8 ��!�.C�iTM`o-'�y'W.IL.DATE: y/C�/" Off. / Phone No:( � a'7I-O R') White ropy to rile Yellow copy to operator - Pink copy to Mining Spocialisf am North Carolina Department of Environment, Health, and Naturalurces, Division of Land Resources, Land Oual' Section MINE INSPECTION REPOR (PERMITTED MINE) DENR �- LAND O ALI YSECTION 1. MINE NAME LU rki 594)nf ,' F:Uf 1UI%1J��IUrI QIA C LL) 2. MINING LMN # 3.OPERATOR Luc. tG 4. COUNTY IA M(I nr r' 5.ADDRESS—iOe�zd I'I!h ytni t/iF 2:�2gaC-i 6. Person (s) contacted at site Coc k r 7. Was mine operating at time of Inspection 1 yes Ll NO 8. Pictures 7 I] Yes LNO 9. Date last Inspected: -Y--J-C(/_1�20 10. Any mining since last inspection 7 0-yes No 11. Is the mine In compliance with the Operating Conditions of the Permit 7 Qyes ❑ No If no, explain: 12. Is the mine in compliance with the Reclamation Conditions of the Permit 7 s ❑ No If no, explain: 13. Did any of the above deficiencies result In offsite damage 7 ❑ Yes No-�lf yes, describe the type and severity of the damage: 14, Corrective measures needed and I or taken: i5. Other recommendations and comments: 1 ! 5 LC - 0 ,�,{ h f - n ! T L6k5 /JP 'f' yT i 16. Is the Annual Reclamation Report +I - map accurate 7 ❑ Yes ❑ No (Explain) D-Not Reviewed 17. Follow-up inspection needed 4 ❑ Yes i No Proposed dale INSPECTdB ionaMl pages f inspection 61 Report 19. Co o Report sent to peretoa ate I Y / UI uxr K_ G+ DATE: Phone No: (;t 3e)i 4i/] oy) White copy to rde Yellow copy to operetor Pink ropy to Mining "a0st em _ _ _ _ A_ _ .. (� 1 I, _J'... �� � ��1'•�� ill ' � Ili f .��� 'fin T��I ( I e NCDENR - ,�r JeMrs B. XUNI GOVCRNOR I "- NORTH CAROLINA DEPARTMENT OF 1' / 7:nFNR_ VIRONMENT AND NATURALRESOURCESWINSTON-SALEM REGIONAL OFFICE DIVISION OF LAND RESOURCES LAND QUALITY SECTION April 24, 2000 MINE INSPECTION REPORT Luck Stone PO Box 29682 Richmond, VA 23229 RE: Luck Stone -Burlington Mine Mining Permit 001-08 Alamance County Dear Sir or Madam: Attached is a copy of our report documenting an inspection recently conducted at a mine site for which our records show you and/or your firm to be responsible. The inspection was performed under the provisions of the North Carolina Statute 74-56 of the Mining Act of 1971. Please review the report carefully and note any problems or deficiencies documented by the inspector. Furthermore, please note any recommendations and/or specific corrective actions required to correct any deficiencies that may be listed. The responsibility for understanding and complying with the terms and Conditions ofthe Act lies with you. Please do not hesitate to contact this office at (336) 771-4600 if you have any questions concerning the attached report. Your Cooperation is appreciated. Sincerely, q-�/IEI Matthew E. Gantt, P.E. Regional Engineer MEG/grh Enclosure: Mine Inspection Report cc: Tracy Davis, Mining Specialist; WSRO File eac WAUONTOWN STREET, WINETON'3ALEM, NORTH CAROLIMAZ m EC>)'osn0 FAR336-77I,4331 U AN EOAL OPPORTUNITY A iq RMAOVE ACTION EMPLOYER - SO%Recvcl O, %PLET-CO Nau M ER PAVER • - North Carolina Department of Environment and Natural Resources, Division of Land Resources, Land Quality Section MINE INSPECTION REPORT (PERMITTED MINE) 1. MINE NAMELUr k. `dn,P. - ✓ M 1in�r�..,n 2. MINING PERMIT 3. OPERATOR I rIr,IG.- SI 2.. 4.COUNTY �.�-� ttvincc 5. ADDRESS?.r Y'i. �-Y YII CD, t20rIit+trTir( �'"I T� � 6. PERMIT EXPIRATION DATE 7. RIVER BASIN 1"(7.4 dP/I S. Person(s) contacted at site [G i tt /1 9. Was mine operating at time of inspection? ©e es ❑ No 10. Pictures? ❑ Yes •S-No 11. Date last inspected: OrJ a Rq 12. Any mining since last inspection? 2-Ves ❑ No 13. Is the mine in compliance with the Operating Conditions of the Permit? ❑ Yes 2No If no, explain: 11`64fi 11 Li- ) i 14. Is the mine in compliance with the Reclamation Conditions of the Permit? l=TYes ❑ No If no, explain: 15. Did any of the above deficiencies result in offsite damage? •O'Yes ❑ No If yes, describe the ty� ,a/nd severity of the/:damages( a it % ! 11-�i F'tF i J R C 16. Corrective measures needed and/or taken: 17. Other recommendations and comments: dJ/ 18. Is the Annual Reclamation Report +/-map accurate? ❑ Yes ❑ No (Explain) O�Not Reviewed 19. Follow-up inspection needed? ❑ Yes :FF o Proposed date — /— /- 20. No. of additional pages of Inspection Report fl. 21. Copy of Report sent to operator r! /;to /;Z n � ]�//rr (date) INSPECTED BY:)) bI.P,�If li& �..f tWu LL f r n r .. -,k� DATE Telephone No: (424 1)71 - (4 Tl/ White copy E0 file Yellow copy to operator Pink copy to Mining Specialist 10197 v Ys e y �' � ... y�ypgV a �• � 5 ,E ggF g 8 x - _ G ♦E � (� U f�3ifiia Tp3 da�a9di7uf � � 3; d�a�o�fs oy �=91$4�E �3 ai�3 �y]'��a¢r3�a�e''�°l: si :i 1'Ek3u5od:a:i`Sd3EiLa�ili4'}$kd4>.:izg+ebEi�$5�[ �'dIIII II �LII •I•I-I�I�BI/lr_J[��rs.l �;a'ta .�TO�iIIIJ-}Q 3'I'TIII III 4,.:`a „. State of North Carolina Department of Environment, Health and Natural Resources Winston-Salem Reglonal Office - James 'B.-Hunt, Jr.; Governor December 8, 1997 Luck Stone Corporation Attention: Forrest Wiseman Post Office Box 29682 Richmond, VA 23229 RE: Burlington Quarry Permit # 01-08 Alamance County Dear Mr. Wiseman: FA 7 �EHNR According to our records, the mining permit for the above referenced mine will expire on March 4, 1998. GS 74-52 provides that the permit may be renewed at any time during the two years prior to its expiration. The procedure to be followed and standards to be applied in renewing a permit shall be the same as those for issuing a permit. To apply for permit renewal, you must complete Item Nos, 1-5 of the enclosed Renewal of Mining Permit Checklist. (revised 8/'94). Also enclosed are two (2) copies of the mining permit application form for your use. Please he sureto indicate any changes in the mining and/or reclamation plan. Four (4) copies of all requested information must be forwarded to the Land Quality Section's Central Office at the address located on the cover of the application foam. All permits for unreclaimed sites should he renewed. If it is your intent to reclaim and release this site, the renewal will not be necessary. If this is the case, no further mining should be conducted and reclamation should begin immediately. It is further requested that you notify this office in writing of your intent to reclaim and release this site. It is recommended that you submit the above information for renewal ofyour mining permit at least 90 days prior to the permit's expiration date in order to allow the Department enough time to complete its review of your request before the permit expires. If you allow the permit to expire before submitting a request for renewal as per the above Checklist, you must immediately cease mining on and after the expiration date and complete reclamation of the site. Mining without a permit is subject to $5,000.00 per day civil penalty. After the expiration date, approval of anew mining permit application will be required before mining may continue. Thank you for your cooperation. Sincerely, � �'—tic Matthew E. Gantt, P.E. Regional Engineer, Land Quality Section Enclosures: Renewal of Mining Permit Checklist Two (2) Mining Permit Application forms Fee Schedule cc: Tracy Davis, P.E.; WSRO File T � An Equol Opport 585 Waughfovm Street, ���FAX 910-771-403 - Winston-Salem, North Carolina 27107-2241 1� r unity/AmnnotNe Action Employer North Carolina Department of Environment and Natural Resources, Division of Land Resources, Land Quality Section 5 5� MINE INSPECTION REPORT (PERMITTED MINE) U 199$ 1. MINE NAME sYr 4nNF-Q��ai,Ntrv�+ 2. MINING PE ' 4j N 3. OPERATOR L..,cr 4+,..,c 42",.kAJiL r),Ynhsho 4. COUNT ' 5. ADDRESS P.O. -I t t4. 6. PERMIT EXPIRATION DATE 31419R 7. RIVER BASIN I-f?'tiL —rT�_ S. Person(s) contacted at siteeEyee�, �Y'rRRS �&)l „r f td"ro� 9. Was mine operating at time of inspection? IT Yes ❑ No 10. Pictures? Q�Ves ❑ No 11. Date last inspected: 4 / 30 / 1" 12. Any mining since last inspection? LDYYes ❑ No 13. Is the mine in compliance withthe Operating Conditions of the Permit?ElYes E'No If no, explain: Co..1rlmh� ftiAp RtrlLno Flu 16 ;t ..rats Gsnu,n e: <-reR�z - ft. T, 14. Is the mine in compliance with the Reclamation Conditions of the Permit? Pt6 ❑ No If no, explain: 15. Did any of the above deficiencies result in offsite damage? ❑ Yes 57No If yes, describe the type and severity of the damage: 16. Corrective measures needed and/or taken: �r�oucF tiE r� hr. w , `G'.1 eA Ftsrca. 17. Other ecommendahons and comments: � sc tiVryy + 1.1 -nr Py C� rd 57(Lm "9" Cn' 1 ..F Ti.( ?e.a PUSM -W ap - 1 )lit JiSM PMS1AF car eF Ta.ENi u wrrM V)),r a,n[T. SrCF IS i. UM(m SuoPe. IS. Is the Annual Reclamation Report+/ -map accurate? ❑ Yes ❑ No (Explain) Not Reviewed 19. Follow-up inspection needed? ❑ Yes KAo Proposed date- 20. No. of additional pages of Inspection Report Cd . 21. Copy of Report sent to operator 1 /a3 /19 (date) INSPECTED BY:t' P�n.t Sconr �W4' DATE I / ZL/9R Telephone No: 0''36) T71-460o White copy to file Yellow copy to operator Pink copy to Mining Specialist 10197 State of North Carolina Department of Environment, Health, and Natural Resources Division of Land Resources 512 \orth Salisbury Street • Raleigh, North Carolina 27611 James G. Martin, Govemor Scephen G. Conrad William W. Cobey, Jr., Secr anDirector March 6, 1990 Mr. Forrest E. 'Wiseman Luck Stone Corporation P. 0. Box 29682 Richmond, Virginia 23229 RE: Permit No. _-06 Burlington Quarry Alamance County Dear Mr. Wiseman: Your recent request to have Mining Permit No. 1-08 for the 9urlington Quarry in Alamance County modified has been approved. 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 tha modification request and as required to insure compliance with Tke Mining Act of 1971. The expiration date, mine name and permit number shah remain the same as before the modification. The issuance of a mining permit and/or any modification to 't does not supercede local zoning regulations. The responsibility of compliance with the applicable zoning regulations lies with you. Please review the modified permit and advise this office at (919) 733-4574 should you have any question concerning this matter. Sincerely, Tr 4 ,Da is, s�E.1 E.I.T. —Aeta-a Mining Specialist ✓ Land Quality Section TED/se Enclosure cc: Mr. Doug Miller PO ac nssz, Raleigh, Nord, Czmlina nanoeez Telephone %9B33d633 An Equal Opp rwniry Alfirmae Action Employer DEPARTMENT OF ENVIRONMENT, HEALTH AND NATURAL RESOURCES DIVISION OF LAND RESOURCES LAND QUALITY SECTION P E R M I T 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 Regulation 15 NCAC 5 B. and other applicable laws, rules and regulations Permission is hereby granted to: Luck Stone Corporation Burlington Quarry Alamance County - Permit No. 1 - 08 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. Page 2 of 9 In accordance with the application for this mining permit, which is hereby approved by the Department of Environment, health and Natural Resources, here nafter 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 o= "e approved Reclamation Plan. however, completed performance of the approved Reclamation Plan is a separable obligation, secured by the bond or othe- 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 perrr,ittee 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 perrit 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 perrittee's successor is not complying with the Reclamation Plan or other terms and conditions of this permit, or is failing to achieve the purnnses 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 ind-sates otherwise, terms shall have the same meaning as supplied by the Hining Act, N.C.G.S. 74-49. Modifications A. September 30, 1988: This permit has been modified to include a second entrance (access road) to Highway 49 and the addition of a new berm (Berm E) along the western property line. March 6, 1990: This permit -has been modified :o include the development of the Related Use Area, the extension of Berm HD' along the southern property line, and the designation of the new haul road immediately west of the quarry area as denoted in the modification request and revised Erosion Control Plan dated January 24 and January 15, 199.0, respectively. Page 3 of 9 Expiration Date This permit shall be effective from the date of its issuance until March 4, 1998. Conditions This permit shall be subject to the provisions of the Mining Act, N.C.G.S. 74-459 et. seq., and to the following conditions and limitations: OPERATING CONDITIONS: 1. Wastewater and Quarry Dewatering Any wastewater processing or mine dewatering shall be in accordance with the requirements and rules promulgated by the Environmental Management Commission. 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 Environmental Management Commission. B. The access (plant entrance) road shall be paved from its junction with Sandy Cross Road (SR 1752) to Station 4 i 00 shown on Sheet No. 7 of 8 of the Site Plan dated October 1, 1987. 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. Sufficient buffer shall be maintained between any affected land and any adjoining waterway to prevent sedimentation of that waterway from erosion of the affected land and to preserve the integrity of the natural watercourse. In particular, a 50 foot wide undisturbed buffer zone shall be maintained between Boyd's Creek and any land disturbing activity. B. The buffer zones shown on the Erosion Control Plan dated October 1, 1987 and revised January 25, 1988 shall be maintained to prevent caving of any adjoining property and to allow grading of the side slopes to the required angle. These buffer zones, with the exception of the installation of required sediment control measures, shall remain undisturbed. 4. Erosion and Sediment Control A. The operator shall notify the Winston-Salem Regional Office, Land Quality Section, at least 48 hours prior to initiating land disturbing activities indicated in the approved application for a mining permit. Page 4 of 9 3. Adequate mechanical barriers including, but cot limited to diversions, earthen dikes, brush barriers, silt check dams, silt retarding structures, rip rap pits, or ditches shall :`e provided in the initial stages of any land disturbance and maintained to prevent sediment from discharging onto adjacent surface areas or 'ato any lake or natural watercourse in proximity to the affected lard. C. The Erosion Control Plan dated October 1, 1d37 and revised January 25, 1988, June 30, 1988, July 29, 1988, Septer.ti- 12, 1988, and January 15, 1990 shall be followed. An erosion and s=_d'nent control plan(s) shall be submitted to the Department for approv_i prior to any land disturbing activities not indicated on the revised erosion control plan or mine maps submitted with the approved eprlication for a mining permit. Such areas include, but are net limited to, expansion outside of the initial pit area (12.0- acres), creel. crossings, or expansion of overburden disposal areas. Groundwater Protection The five observation wells denoted as B-11 .-BA, B-8B, B-8C, and B-9 on the Mine Map dated October 1, 1987 and reaisad January 25, 1988 shall be monitored at least 30 days prior to init`ating any excavations of consolidated material (rock) in the initial pit area to allow for the determination of pre-existing (static) greu-dwater levels. :. The observation wells shall be drilled well: cased into consolidated rock and grouted to the surface. The wells boreholes) shall be extended to the first water bearing zone in the consolidated rock. The wells shall be secured against unauthorized entry with a lockable cap. The necessary permits to construct these -weds shall be obtained from the N.C. Division of Environmental Manaee:mert, Groundwater Section. The observation wells shall be monitored bironthly (once every two weeks) at the same day and approximate tine of day for twelve (12) consecutive months following the installati:e of the wells. The static water levels shall be referenced to a datum ooint with a record of the water levels maintained. The bimonthly pre.-`pitation and the volume of pit water discharge shall also be recorded. Copies of these records shall be provided to the Department on or a`out the end of each month. Static water level monitoring frequency may oe increased or decreased following the initial twelve (12) month: per'ad as deemed appropriate by the Department. 5. Graded Slopes and Fills The angle for graded slopes and fills shall )e no greater than the angle which can be retained by vegetative ever or other adequate erosion control measure, structure, or devi-�. In any event, exposed slopes or any excavated channels, the erosion of which may cause offsite damage because of siltation, shall :a planted or otherwise provided with groundcover, devices or strut-ures sufficient to restrain such erosion. 7. go Page 5 of 9 B. Overburden cut slopes along the perimeter c the pit shall be graded to a minimum 2 horizontal to 1 vertical and shall be stabilized within 60 days of completion. Surface Drainage The affected land shall be graded so as to Prevent collection of pools of grater that are, or likely to become, noxious or foul. Necessary structures zuch as drainage ditches or conduits shall be c_nstructed or installed when required to prevent such conditions. 3lasting The operator shall provide to the Department a copy of any pre -blast surveys conducted. Furthermore, the operator mall provide to the Department a copy of the findings of any seismic studies conducted at this facility. The operator shall make every reasorm-ble effort to incorporate the report's recommendations into the production blasting program. The following blasting conditions shall be observed by the operator to Prevent hazard to persons and adjacent propert�� from thrown rock or vibrations: In all blasting operations, except as hereinafter otherwise provided, the maximum peak particle velocity of any component of ground motion shall not exceed 1 inch per second at the immediate location of any building regularly occupied by human 'Deinc; such as dwelling house, church, school, public building, or commercial or institutional building. The operator shall monitor ea & blast with a seismograph. B. Airblast overpressure shall not exceed 12E decibels linear (dBL) as measured at the immediate location of any regularly occupied building such as any dwelling house, church, school, public building, or commercial or institutional building. C. The operator shall take all reasonable precautions to insure that flyrock is not thrown beyond areas where the access is temporarily or permanently guarded by the operator. Should flyrock occur beyond the guarded area or the levels in Items A and = above are exceeded, the operator shall report the incident to the Department immediately and further use of explosive at the site :hal'; be immediately suspended until the following actions have been taken: 1. A thorough investigation as to the cause(s) of the incident shall be conducted. 2. A satisfactory report detailing the l,ivestigation shall be provided to the Department within 10 days of the incident. Said report shall, at a minimum, document the cause(s) of the incident along with technical and m,aragement actions that will be taken to prevent further incidents. a 10. The report shall meet with the approval of blasting may resume at the site. Failure to prevent flyrock and repeated instances considered a violation of this permit. Page 6 of 9 the Department before to take corrective measures of flyrock shall be D. 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; and blast location. ?ecords shall be maintained at the permittee's mine office and copies shall be provided to the -Department upon request. E. The operator shall, when requested by the Department, give 24 hour advance notice to the band Quality Section prior to any blast during a period for which notice is requested. High Wall Barrier A physical barrier consisting of a 48 inch American wire fence with 2 strands of barbed wire (total of 60 inches overall height) shall be maintained around the permeter of any highwall to prevent inadvertent public access. Visual Screening A. Existing vegetation or vegetated earthen b=-r:,,s shall be maintained between the mine and public thoroughfares whenever practical to screen the operation from the public. B. Berms shall be located and constructed as shown on the Erosion Control Plan dated October, 1987 and revised January 25, 1988 and January 15, 1990. Said berms shall be constructed prior to initiating quarrying activities. In addition to grasses, the berms shall be planted with mixed evergreen seedlings on a minimum 6x6 staggered spacing. C. Berm F shall be constructed as material becomes available and according to the revised Erosion Control Plan dated September 13, 1988. 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. Approval to implement such chances must be obtained from the Department prior to on -site implementation o; the revisions. Page 7 of 9 12. Refuse Disposal No on -site disposal of refuse or other solid waste that are 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 the Solid Waste Management Branch and the Land Quality Section, Department of Environment, Health and Natural Resources. The method of disposal shall be consistent with the approved reclamation plan. 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 $50,000.00 Irrevocable Standby Letter of Credit is sufficient to cover the operation as indicated on 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 resoucres. Page 8 of 9 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 1. 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, likely to become noxious, odious or foul. 5. The reveaetation 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. 5. 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 CONDITIONS: 1. Provided further, and subject to the Reclamation Schedule, the planned reclamation as depicted in the Reclamation Plan of the initial permit application shall be to allow the quarry excavation to fill with water, provide a permanent barricade along the top of any highwall, 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: 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. Page 9 of 9 B. The settling ponds shall be drained, backfilled and stabilized. The retention pond shall remain as an acceptable lake. 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. Scrap metal, trash or other such waste shall be removed from the site and properly disposed. F. The affected land shall be graded to prevent the collection of noxious or foul water. 3. Revegetation Plan: Disturbed areas shall be permanently revegetated according to the seedbed preparation and seeding schedule provided on Drawing 8 o 8 of the Site Plan and Grading Plan dated October 1, 1987 and revised January 25, 1988. 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 March 4, 1988 and modified September 30, 1988, is hereby modified this 6th day of March, 1990 pursuant to G.S. 74-52. By: S Stephen G. Conrad, Director Division of Land Resources By Authority of the Secretary Of the Department of Environment, Health and Natural Resources I ROUTING To DEN Project Name Irldgy;� rnQ/uLa'ou Aug or9\ l�-p+M p+. ia Referred to Larry Coble C rvcoN"'�J Date Return to !Land Quality by Air Quality Comments Due Completed Comments attached Ground Water Comments Due Completed Comments Attached Water Quality - Attached Sheet, oss►�aNen TO �_113— MINE SITE REVIEW FORM PROJECT NAME: %l1aoe:.%h,.e-PLL��.G1 Due: �i-7o-94_Assigned to: J. Jvi.✓r /, .- Completed y—/J - 4 Approved by Larry Coble Steve Mauney 7 REVIEW ISSUES: Watershed/Stream Name and Classification Aq-y�C q Cica✓b -N.S 4",l Comments �..�✓ - PERMITS• I NPDES Permit required l� Yes Nc NPDES Permit Existing/Proposed No. NC O O %Z O .3 Non Discharge Permit Required Yes No Non Discharge Permit Existing/Proposed No. Comments ENVIRONMENTAL ISSUES: - Wetlands Disturbed by Activity 1 // V Yes 401 Certification Required No j Yes No Comments alley, williams, carmen, & king, inc ENGINEERS & ARCHITECTS p.o. box 1179 / 740 chapel hill road burlington, north caroling 27216 telephone 919/226-5534 fax 919/226- 3034 Mr. Tracy E. Davis, E.I.T. Mining Specialist Land Quality Section Division of Environmental Management Department of Environment, Health and Natural Resources 512 North Salisbury Street Raleigh, North Carolina 27611-7687 Subject: Modification Request Luck Stone Corporation Burlington Plant -- Permit No. 1--08 Alamance County Dear Mr. Davis: April 24, 1991 90204 RECEIVE® lA1Vu QUALI f Y StUl'10N On behalf of Luck Stone Corporation, please accept this letter clarifying items in your March 21, 1991 letter relating to the subject modification request. We will address each comment in the order as presented in your letter. 1. We have added dimensions, stone thickness and stone size for the energy dissipators at the new pipes. These proposals are based on the Figure 8.06A - Design of Outlet Protection from the N.C. Erosion and Sedimentation Control Manual. The stone doughnut sediment control device is similar to a rock dam for erosion control and was originally suggested for incorporation into the design by Mr. Randy Oakley in the Winston-Salem Regional Office. It is noted that as the quarry expands, the surface runoff will be diverted into the pit. Eventually, there will be no runoff through the proposed stone doughnuts. 2. We have added construction details for the doughnut sediment trap on Sheet 3 of 3 and Rip -Rap Ditch "G" on Sheet 3 of 3. LAURENCE A. ALLEY, P.E. HERBERT A. CARMEN, A.I.A. HAYWOOD B. KING, P.E. DARRELL L. RUSSELL, P.E. J. EARL WILLIAMS, P.E., RET. Mr. Tracy Davis, E.T.T. DENT-DEHNR April 24, 1991 Page 2 REEVE® IANU QUALM SECTION 3. We have prepared a plan and profile of the new haul road (Sheet 1 of 1 dated April 16, 1991). This plan shows existing and proposed elevation for the haul road. This sheet also shows the typical detail of the road with cross slope toward the stripping area. It is the intent that the location of this road will be on the stripping area side of the drainage divide (ridge line) and runoff would be directed to the stripping area. Runoff from the stripping area flows through the previously discussed stone doughnut sediment control devices. In the fill sections, rip -rap ditches are proposed to be installed at the toe of slope and runoff flows through temporary sediment traps. All haul road shoulders and fills will be seeded, mulched, and tacked. Ditch calculations are included on Sheet 1 of 1 (Plan and Profile Sheet). 4. The seeding specifications and schedule is proposed to be the same as previously approved. We have added a copy of this Permanent Vegetative Cover schedule on Sheet 3 of 3. 5. A construction sequence for Revision No. 5 has been added to Sheet 3 of 3. We appreciate your review and approval of this information as soon as possible. Two (2) copies of the revised plans are attached which shows the changes discussed in this letter. Please do not hesitate to give me a call should you have any questions concerning information presented in this letter. Sincerely, ALLEY, WILLIAMS, CARMEN, & KING, INC. Darrell L. Russell, P. E. DLR/sj encls. cc: Forrest Wiseman, Luck Stone Corp. Doug Miller alley, Williams, carmen, & king, InC . p.o. box 1179. 740 chapel hill road . buriinglon, north caroling 27216 `m 475 2 1 ' ) N 67 a 3 ' 4So N%070 E 3'S9"E� . • — co Jd, g _� 125.s�' ll i�14 526.41' = N 070 4i'2 / a \ ap _ b , /A V s ♦ \,. y - k 4323`86 ` m d v "t�+jr / �� � / �� � ? � � ` ,-� � � �/ t . � •� _ s - -z.v � p __s� �`PE �E,yy; AP, I, s I CD ,'�� «� t/ q.. r',� % � c n,. /�. Is I yy j JNZ _ r m Ts 1 ` t / T k i� O i i /irrl *yy_ 1 iIf Q z "10 fD 1 '� - o a •�-1 r t pIf 1 J - o K 'C� C"� b �� �� P O�� // •� w / m / n i 1In I gk - / r.. {, �t q p i le If b �, • _ ,fA b ` 010 all - �t m r r LIP Ink / A r y _ 1 W em ir , � u� � r 1 f A Y r W l ? s 1 I 00 If "If � � y e! � N � � (� >• p� �y. met ov i ff� V { ➢ ` _ n I ; 41 IS � o r n m r� -Lyq Al <''4 8K IN I 1Pfff _ y el IT 1 . • , z / c � �- _.�of i C } A j/If 77 —. - ' i Z w cz �ry a T{ a ^ w - n -- r2".Of ti irvv i iii tps N N'.iql tt G p z= 977.12 Eo� ti p E m z �503° 52 SQ.ii 1270.?3'._In I 9i r Z e v = �. 1 Q CID xfy v m — m . CID y AOD O — 9 z D �7 C an 9' m (,� fTt ' m 132b A> r r' R I{II{iyi7 j� Z -x r, _ �z yp5 o m a= ?-IIJ1 r r. 5 Y Z b j , Q $.z t` �ttmry 'g 'zvr °' 3 - 1 3+ r E E r r Ir °£ it �(^ o ip x t ran a n k E E r S c E E �! i' i a It V '1 S CDQ % '. \ 3 "'_m mNI ° tip O Z — d u n IN m a s _ R,g °�: N ° E E i r e e - F I• t- a l- .i i F P n rp$�--�93;a [ p z % _`L O ro v .f J> N QQ Z c -. E E + ZY A cn r.. 6 Z —i y) .�j f .i �: .. y ? D ➢ F Y. n t k Ag a ``vim"" rt� _ i _ _ E �i .w m raCR jI �`� d5° 3C Iv1 �II I / Construction Sequence for Revision No.5 --t 1. Clear and gtubb haul access read location, temporary saliment pit .Locations Y �s —'�- i ���I' ff ;.� 1 for the haul road, Berm 'F" extension, Benn B - Seim F connection and 306 —»r l„ RCP under eezm F. I Ir: — - !I �; % 2. Install tetporary sediment pits, temporary diversions, 30" RCP, 54" RCP, nl ( _i _ haul road stone drainage, rip -rap ditch G and y- p g ut. GERM '.Fro EXTENSION 3• sections erxt diverszon�dditches. Id seed, nntichrand atack all shoulder !L � � ISa A Grade access road and 1 al // -� �411% 4. Clear and grin striding area extension {1991} (as needed) arfd install �� •1 __ ,—--..=.!'"> ' , ,Y gAj teary devices (as needed). + ./ t _.-, / 5. Build Berm B-F connection and Beni 'F" connection as availability of P at I6tyelaN ` material dictates along with erosion control devices. as sAvbor owe MATCIt LINE B 6. Fertilize, lime, seed and mulch Berms at when cpleted. I/.RAbVGRrritW _ _ �. \� •55. _ 7. Maintain all erosion control devices during c - _ >ILr rIrla Wipe � - onstruction. RK 1� Sao RIF�, NG AREA EXTENSION " rrnIlk 4ARA}fvr wvr "a. sass 1 The eavl., all, aeaammxed n.a`e.[ . =ttaa (h aeatae "aaq *Len he Prmiaod wm P h e i <ehe see. }., Pe et.r . v,V end aaottrile Thea{ t b A hot' he 2lnelY tilled hT bae,wtn6. ilk''\4 t vbe.e e•u e=.al R/ s bt a .....let .a.bu.nee.e of e v `q \� �� \ a.ati.t4 [e ea we'll .r. y a S. (H< t....nn..Aau x iX s a .� e D he +�, 1 rots o/ a.othh Ib a n xa te o� via xertltt t she" be \ qGr applies at the me of tevD the. at a the to the ft s e x.n bo ont xa,.y . Phee to one #se role. to AI tnlx. i s !+ a c'enT hm1"hosol.h eitb a Cyclone he 1 antiOR eior 2..at e. vas \ aeilaleu /Ibet aalcM1inr eMit b nPlt a at they ate of i.UW le M 1t>'rf* \� ScbNnte for Hmtatnr PetJe P� etive 4ever ` � �\ `' �\ \ Plaetlni D.0 Planti.n Miaure. AptInanto Artca Lba.(Acia \\ yl\ .\. w,�AV ` \. it ai!gF'. 6r•,BL£ aW61C earth 1 May 30 2e}3 Tecam i3 `\ \� YY LeuIV NU•fE7 M ?LHiS [erica. Leepaaeee AS DRAINAGE DIVIDE (' \` \ 4% P r r to II -- Y e In Lam F 4� �� Aaraat i - Dctaber }D r !Tell LPeacnTae i3 \ \ t l — '\,\ `.4�fi \� e. CT. sat^*. to a} 's. � r. Pe.placed aoeatae ehnl nee trod a Is the stage' sa e/ erase[ .c.0 - , 'r'l Z M placed to tW PeeRin ate dw s x set lu the sere . }emporetT \ \ ♦ YS ;Y w.vvNn reruns shalt Consist f the r l t . <<06 r : t • i - s"^� h tee. \ $ r flontim Days" PA tt Hl Ayyt t=. i Ins=e L A J/f [ {/'�) 4 J ter' i. Text I} _ 14T I} eN An 1 ra t e0 \ /".. Sept. 1 - Ha.. SS XnlclD-iW ithem, last 1DDD t A {guar <dinlao /teeA Stay!) ` ` \ ,� - fn efi T ee mod of rT eefo x Nature, \ t - p does set Preeaa utie4Tto meal[.. r • edlnx •lu be done the foilmteA \ �\ .. i -.. �d. %lip � 5� `' eoaeT.me be nrtfatnom [e Oanae If xn \1} �'7 �^ �i � lV ae .t `, \ =u 4 r' ti „rot mo vAyoftlet o.nOutletrot rat r Pecelan IdM at C r l r \\\ 3a S Oro" Not IOli f e, RNI Wnwo A - _ 1 rv-w _ vap 1 t A54aV ` .h\` \ �` ( '. S nF • A I .,nG eEY tY m •ua. -u Plp tl C Fn (yet a ~ • �� j \_ ` � ' U=t N fl.f t"e t .. r [ t I 9inno sacYan {\l � M 1 qia of \ S 5 do, d ty r �((( ] i ,,.ter f f\ o � zdd,' c wVj v f I � 1 I l �\ %pc %- TP Yt1I _ f1 - A .. , - � \ V � � ` RIP - F �P U -i �41 •C... I BURLINGTON PLANT age v r Corgaraioa Alamance County, N.C. J ! alley, wilhams, carmen, & king, Inc. WF ( r / EWGIREER S f A RCHITE C7 740 clip*{ kill road Ras bile 1179 borli*r!*®, *.c. 27215 419/226•5534 90204 ERt7314N CONTROL PLAN c� \ ` 6CALEe 1" = 100' FA.�7 NORTH CAROLINA DEPARTMENT OF ENVIRONMENT, 0& HEALTH AND NATURAL RESOURCES ��"'' `� WINSTON-SALEM REGIONAL OFFICE ` �/ D DIVISION OF LAND RESOURCES MAY 1 b 1yy' LAND QUALITY SECTION WNn aUALIrYSEC ri ON May 15, 1991 M E M O R A N D U M TO: Tracy Davis Mining Specialist FROM: Doug Miller WSRO RE: Modification Request Luck Stone - Burlington Plant #1-08 Alamance County Staff review of the revised modification request by the AWCK letter of 4/24/91 has found that all items in the initial review �have been addressed with one exception. There is still no energy dissipator at the outlet of the 18" RCP above basin "SS". It is suggested that a minimum size apron be constructed per their detail. Without design information, a typical requirement would be 12 feet long. All dissipators must be constructed of Class B stone 22" thick. If this office can provide further information, please contact us. TO DATE ,V�vv Ml �G/I✓/,/ UFA SIGNED wnJnnx.�,mA;eN u.H.I. REPLY SPEED ER® FROM �7 COPY, SEND WNI f AND PINK COPIES State of North Carolina Department of Environment, Health, and Natural Resources Division of Land Resources James G. Martin, Governor William W. Cobey, Jr., Secretary March 21, 1991 Mr. Darrell L. Russell, P.E. Alley, Williams, Carmen & King, Inc. P. 0. Box 1179 740 Chapel Hill Road Burlington, NC 27216 RE: Modification Request Luck Stone Corporation Burlington Plant - Permit No. 1-08 Alamance County Dear Mr. Russell: Charles H. Gardner Director The initial review has been completed on your request, on behalf of Luck Stone Corporation, to modify the above referenced mining permit to include site grading and erosion control measures relating to the Berm "E" extension and the Stripping Area extension. The following items are in need of further clarification: (1) Design computations are needed for all energy dissapators as well as the rip -rap and washed stone doughnut sediment control devices. (2) Construction details must be provided for all sediment and erosion control measures to be installed pursuant to this modification request including the doughnut sediment control devices and Rip -Rap Ditch "G". (3) Periodic spot elevations and a profile of the haul road are needed. How will the roadside ditchlines be stabilized? Supporting calculations are needed to verify said stabilization. (4) Will the seeding specifications and schedule from the previously approved plans apply to this request? Please provide said information on page 3 of the revised Erosion Control Plan. (5) Although a construction sequence has been provided for Revision #4, no construction sequence has been provided on the revised Erosion Control Plan for Revision #5. Please provide said sequence on the revised Plan. P.O. Box 27687 • Ralelsh, N.C. 27611-7687 • Telephone (919) 733-3833 An Equal Opportunity Affirmative Action Employer Mr. Darrell L. Russell, P.E. March 21, 1991 Page 2 In order to continue processing your modification request, please forward two (2) copies of the requested information to my attention at the following address: Land Quality Section P. 0. Box 27687 Raleigh, North Carolina 27611-7687 If you should have any questions on the above, please advise at (919) 733-4574. Sincerely, Trac Davis, E.I.T. Mining Specialist Land Quality Section TED/se cc: Mr. Doug Miller, P.E. NORTH CAROLINA DEPARTMENT OF ENVIRONMENR,[S... HEALTH AND NATURAL RESOURCE CEIVED WINSTON-SALEM REGIONAL OFFICE MAR 2 0jb�jj DIVISION OF LAND RESOURCES LAND QUALITY SECTION March 15, 1991 M E M O R A N D U M TO: Tracy Davis Mining Specialist FROM: Doug Miller WSRO RE: Luck Stone Quarry Revision Alamance County LAND QUALITY SECTION Staff review of the proposed revisions at the referenced quarry has been completed. Several items were found which need supplemental information for the review to be completed and approved. Those items are as follows: Lj"1) Design computations are needed for energy dissipators and stone donut sediment control device; L,("2) Provide construction details of all sediment and erosion control measures that are to be used including rock donut and riprap ditch "G". Provide contours and/or profile of haul road. How will ditchlines be stabilized? Provide computations. f.(r4) will seeding specifications from previous plans apply? Please state what is to be used. �1 A construction sequence for revision #5 is needed. One for revision #4 is provided. It is hoped these comments will aid your review. GDM/dh alley, williams, carmen, & king, inc ENGINEERS & ARCHITECTS RF0.E1VED p.o. box 1179 / 740 chapel hill road FES U €i 1571 burlington, north Carolina 27216 telephone 919/226-5534 LAND QUALITY SECTION f ax 919/226- 3034 January 31,1991 90204 State of North Carolina Department of Natural Resources and Community Development Division of Land Resources Land. Quality Section Post Office Box 27687 Raleigh, North Carolina 27611 Attention: Mr. Tracy Davis Subject: Luck Stone Corporation - Burlington Plant Permit No. 1--08 Proposed Permit Amendment - Berm "F" Extension and ;tripping Limits Extension Dear Mr. Davis: On behalf of Luck Stone Corporation, we are requesting approval of a permit amendment for site grading and erosion control. 7,u-.asures relating to Berm "F" Extension and the Stripping area extension. Included with this request are two (2) copies of Sheet Nos. I, 2, and 3 under our Job No. 90204 which shows the items relating to this amendment. Also included are two (2) copies of the design calculations for the various silt pits proposed for installation, pipe calculation, and open channel calculations. Should you have any questions concerning this submittal, please let me know as soon as possible as Luck Stone is most anxious to proceed with this work. Sincerely, Alley, Williams, Carmen, & King, Inc. _ell L. Russell, P.E. Enclosures: cc: John H. Bauhan Forrest Wiseman Doug Miller, DEM DLR/ LAURENCE A. ALLEY, P.E. km HERBERT A. CARMEN, A.I.A. HAYWOOD B. KING, P.E. DARRELL L. RUSSELL: P.E. J. EARL WILLIAMS, P.E., RET. 90009 DESIGN CALCULATIONS STORM DRAINAGE: PiAe under access road to related use area least of Berm B Q=CIA _ (0.8)(5.75)(2.2) = 10.1 CFS USE 18" RCP @ 1.0%, CARRIES 11 CFS SILT PIT - "BB": DISTURBED AREA = 6.8 AC. STORAGE REQUIRED = DIST. AREA X 1800 AC/IN. = 6.8 X 1800 = 12240 C.F. SILT PIT USED: 35' X 70' X 5' = 12250 C.F. SILT PIT - "KK": DISTURBED AREA = 2.6 AC. STORAGE REQUIRED = DIST. AREA X 1800 AC/IN. = 2.6 X 1800 = 4680 C.F. SILT PIT USED: 35' X 35' X 4' = 4900 C.F. SILT PIT - "LL": DISTURBED AREA = 2.6 AC. STORAGE REQUIRED = DIST. AREA X 1800 AC/IN. = 2.6 X 1800 = 4680 C.F. SILT PIT USED: 35' X 35' X 4' = 4900 C.F. SILT PIT - "MM": DISTURBED AREA = 0.6 AC. STORAGE REQUIRED = DIST. AREA X 1800 AC/IN. = 0.6 X 1800 = 1080 C.F. SILT PIT USED: 17' X 17' X 4' = 1156 C.F. SILT PIT - "NN": DISTURBED AREA = 0.7 AC. STORAGE REQUIRED = DIST. AREA X 1800 AC/IN. = 0.7 X 1800 = 1260 C.F. SILT PIT USED: 18' X 18' X 4' = 1296 C.F. SILT PIT - "0011: DISTURBED AREA = 6.8 AC. STORAGE REQUIRED = DIST. AREA X 1800 AC/IN. = 6.8 X 1800 = 12,240 C.F. SILT PIT USED: 35' X 70' X 5' = 12,250 C.F. DESIGN CALCULATIONS: 90204 OPEN CHANNEL - "G": Q - 22 CFS 30" RCP TO OPEN CHANNEL 2: 1 SIDE SLOPES D.A. - 7.5 3' BOT WO C - 0.5 2' DEEP I - 5.9 MIN., SLOPE - 0.76% Q - 22CFS V - 4.40 FPS 30" RCP @ 0.3% SILT PIT - "PP": DISTURBED AREA = 0.2 AC. STORAGE REQUIRED = DIST. AREA X 1800 AC/IN. = 0.2 X 1800 = 360 C.F. SILT PIT USED: 12' X 12' X 3' = 432 C.F. SILT PIT - "QQ": DISTURBED AREA = 0.2 AC. STORAGE REQUIRED = DIST. AREA X 1800 AC/IN. = 0.2 X 1800 = 360 C.F. SILT PIT USED: 12' X 12' X 3' = 432 C.F. SILT PIT - "RR": DISTURBED AREA = 1.2 AC. STORAGE REQUIRED = DIST. AREA X 1800 AC/IN. = 1.2 X 1800 = 2,160 C.F. SILT PIT USED: 24' X 24' X 4' = 2,304 C.F. SILT PIT - "SS": DISTURBED AREA = 1.4 AC. STORAGE REQUIRED = DIST. AREA X 1800 AC/IN. = 1.4 X 1800 = 2,520 C.F. SILT PIT USED: 26' X 26' X 4' = 2,704 C.F. d e 1� 1 MM1 i f kT _ 1 _ �r z Alit wfl CLYDE LEE WAR R�yN, Jft_ ,9 N V i if tY� w>as�a,, e i JOHN d N KS "z Ems. - �s Fig - %4 a r"I.3 21 a65°a.II4L It �^.[ 67 R.E. F1k Ili , It jx it"yb/ o� , VLr a l iil HIGH R I eM " 11 �o N � a if $ (OVER EURq�I DISPOSAL) -- If 0' �oRO ` JONN W, SMITH � E- r" 2ir1 HIGH BERM "B11 � � 1 �� _ ` I% (OVER yBURDEN DISPOSAL) �i � � � �120`HiGN �. •' —' BERM e a `� "` Otis+ � ` �NAUL WQApFON" Ilk. -iL - �yPos _E S r _ - Q / .I JERRv w. RUDD z4u u 54 I RELIATED USEAREAFill i It wi i fAm it 4 � t IF � I �� R Ild ° R m W WEI�, A I t� ��r�`.� �.F�/1 1� Ir{: �n FIT 4yIf. 4 & s\ v , If W. JERRY FO'V YiLLF �J� -'! ` j PLANT AND I IF STOCKPILE AREA i I I i . I TO BE'ABANDONED 111 _ r �- 1 .� r) o9g�' INITIAL QUARRY IF PROJECTED `f 4 10 1E AREA t� �STCRMwA,ER- AR IL)•� QUARRY 12 Ac,� s RETEVT.CN r HYDROLOGY EXPANSION '} f --` WELL r � � E Twarna t. v � r s e n i \ � _ � a z-z I a n 1 w y r PUJ II f CANT AND ,1, t m STOCKPILE AREA , III ,! tz _. I N 1rA A FE _ It 4 eFIq IG �\ \ �® HIG..EXTEN. S•i{PM,1N a a c l ,Hto 11 E. s FR E,, k7 F. �ft=N.:i 100 YR .ITevTi w 'o _ D� •� e: R„cN FLOOD PLAIN. aasiN r � $ MINE MAP .. IIF" A ia^e .:oufit y, N-C- i . OAP PREPARED Hy / + At - Y . ..TAMS. CARMEN & II INC � 1 Y 1 i I I i — — 1 � 1 �f I J, ♦ m r' ,. FE y" . JOB NO. 90204 'QPc AP r ,,Af PH PARE❑ BY _ v — - arose wtiN r �ti _ _ . . - '_ _ _. s• h _ N,- JAN. 15. 1991 IF mIfIf - -� ' If s — 1 I I r� r If I 41 4% [ / i f_ I N " �/. 7 A / r , If 4f If i 1 I .f- N s , N If 77 i .If 41t �ff :�v�I so, ff� all -- f a ff �r a 4 — _ 10 v _ _ r_ - to If, -— _ ,If 10 11, i L- - 0� t �10 - - i ems- {/�- i v� I . so 4 so , r � I, I , o - r /Ijosl - If ff Y m C �If {0 � ` G�� Y j r J x ♦ t� \� If A' ifs � � r { y / \ f r / s fa O v v 1 � 1 i - If f.cLO If \ +yy ' VIr G x P- vl �V _ x . r ti — A �, - z w �- Q% jI ILL If If, IL - ' Q v� Q � ' f O A / 17 l J o` ` ) A _ e \ hz A 1 , 44 Ll - It t a � � Pm i i 0, is t (ir } 1 p Of i m c \ p - - o x( �n O • tT o � c a 1 -. ,. i - ,•i h' p m \I\ Ate. ON C'f .' -�� ♦ / ➢ 7 a I OD 0 _ OD f:< 2 in e Z r Z m �_If -Ob kin r A C 0 If rm tr >- �. i t c m � —1 7Ci Sri 1oD Y/ W r os a A 1 I " ti i fh 1 v — _ i i it f BERM "P" EXTENSiON j 40 i MATCH LINE B 24 x24 vq iBMY 4 r PIT/4 WtDO R1Pwu 1 %!� S�RIPNG AREA EXTENSION %ee 1991 1 ♦% ,q� F4 Aa �Q DRAINAGE DIVIDE�t I %�eo i 44411 I It d V t y A � j C a 4 j. 1 I l + ea VMFJE LUPI IPAri TON PLANT :Alain I-i, ' iontu, N.<__ �1 alley, !bia s, carmen, king, Inc, I E N G I N E 4. R °i 4 A R C H i T F C T S t�. 740 chapel kill raa9 p,5. box 1179 katlia¢taq me 27,15 +iY9,/226-5531 1—�15-91 90204 •• EROSION CONTROL • •" ....._ "° PLAN Speed Letter. To TV -A& Miuta-` Date From � ��I)A:K Date �'w—LkS Lk-S Subject 29a Message �.�✓M- d�/ el>�c.C�Qlat- w�-- v Signed WlleaiJanee ' GNmlaef m.ue. Reply Signed SENDER —DETACH AND RETAIN YELLOW COPY. SEND WHITE AND PINK COPIES. -,- ., t � 1':. - _ � n n � '� � . ;. ��.r � ter. ... i DATE I li (.a�.�l f (r1L uK/L�ILG�Z SPEED FROM /��� DATE Is'E,79- ZJ7uacN&Wt7 Az, 6i?,��< may, r, &L�1 cx -;rIGI 'P l9yR+Rj^�I ro ; REPLY -N.mnr 1--d4 It V _lop "•p• SIGNED / 5me4w�.de.r u SENT DETACH AND RETAIN YELLOW COPY, SEND WHITE AND PINK COA.`, li'd� � ,, . js� . . . � �� y ... 'r'lj i R �! .. - _ - � , .. ` _,� .. �.-. �,S i ` . � - � - � F� h S r ` .♦ � � .,� � r .. - i.� - � - alley, williams, carmen, & king, inc ENGINEERS & ARCHITECTS p.o. box 1179 / 740 chapel hill road burlington, north Carolina 27216 telephone 919/226-SS34 fax 919/226-3034 February 22, 1991 90204 Ms. Beth Studen-berg Assistant Mining Specialist Division of land Resources . - D�,parement cf Envirownu t, Health slid Natural Resources Post Office Box 27687 i�i t� Raleigh, North Carolina 27611 VtECF ,Y EU' Subject: Luck Stone Corporation FHB 27 jy`jl Burlington, North Carolina Mining Permit No. 1-80 �NQ Q0AW1 SEcl1o% Dear Ms. SLudenberg: I am in receipt of your Febcuaty 12, 199, 1?tter re-g:estino the permit modification fee -for the subject project. ; apologize for the oversight in not submitting the fee with the rs best for the. !.eLaLit codification. We have checked the area fur the Berm "r"` Excenston and he Stripping Limits Extension and estimate that 18 acres are affected. We are therefore enclosing a check in the acnunt of S .;0.00 for this fee besed on the acreage affected. Should you have any further ,-r.,e::tiotus relating to this natter, please do not.. hesitate to contact me. Sincerely, ALLEY, WILLIAMS, CARMEN, 6 KINC, INC. 01` ?-' 124., Daxeli L. Russell, P. E. Dili/:sc cc: Mr. Forest Wisealan, Luc% F.tone I. Doug Miller w LAURENCE A. ALLEY, P.E. HERBERT A. CARMEN, A.I.A. HAYW9. , P.E. aARRELL L. L. RUSSELLSELL, P.E. J. EARL WILLIAMS, P.E., RET. "y 18526 ALLEY, WILLIAMS, CARMEN A KING, INC. ENGINEERS 6 ARCHITECTS 6BB2d591 PAYTO BURLINGTON, NO 27216 q� THE THE Of a _ LI i k"_ �;:� G "Ll n qs ( -- Cri r� DOLLA q WILLIAMs. LAR N 6 KINp�INC. w NCNB Nelbnal BeM� /�/1J_�E/�J( /,N]/�1 �' _PRES. qwoP .Ncm5 ' SEC. TREAS. FOR ZG Cam' �• lG'`--e�- ass State of North Carolina Department of Environment, Health, and Natural Resources Division of Land Resources James G. Martin. Governor Charles H. Gardner William W. Colacy, Jr., Secretary 12 / Director Dear MA, 1464CIAt We are in receipt of your: Mining permit application for Mining permit modification for Jl - ty-c4Sbw Alt-Isculc..in- op,Aai- _Mining permit renewal for Weregret that we cannot begin processing the above materials until we have received the necessary fees as authorized by the 1990 North Carolina General Assembly in G.S. 143B - 290 and as set forth in the fee schedule adopted by the North Carolina Mining Commission 15A NCAC 5B.0012. Please remit by check or money order J14- AA�t sQ�ti.vLe/MG--,�%.f',( ,- payable to the North Carolina Department ofEnZirca ent, H alth, and Natural esources. DO jw NOT SEND CASH. Payments should be mailed to: - Attention: Beth Studenberg 4Y,r, ALL fL-- Assistant Mining Specialist '' o (} Division of Land Resources 4�- A - North Carolina Department of Environment, Health, and Natural Resources L P.O. Box 27687, L Raleigh, N.C. 27611 Full payment must be received by this office within 30 days or your materials will be returned unprocessed. A copy of the fee schedule as adopted by the North Carolina Mining Commission is attached. The section pertaining to the materials that you have submitted has been highlighted. See the fee schedule for further explanation. If you have any additional questions, please call our office. cc: .� attachment Iwo P.O. Box 27687 • Raleigh, N.C. 27611-7687 • Telephone (919) 733-3833 f� Wes- , L yZApr�� M Equal Opponunity ABimadve Action Employer `p,0 DEPARTMENT OF NATURAL RESOURCES AND COMMUNITY DEVELOPMENT DIVISION OF LAND RESOURCES LAND QUALITY SECTION P E R M I T 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 Regulation 15 NCAC 5 B, and other applicable laws, rules and regulations Permission is hereby granted to: Luck Stone Corporation Burlington Quarry Alamance County - Permit No. 1 - 08 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. � �age 2of9 In accordance with the application for this ning permit, which is hereby approved by the Department of Natural Resou ces and Community Development, 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 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, 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. µsr 19f$ Definitions �� � � Wherever used or referred to in this permit, unless the context clearly pJ`r„w indicates otherwise, terms shall have the same meaning as supplied by the Mining Act, N.C.G.S. 74-49. a Expiration Date N'ljfi✓' Ja" This permit shall be effective from the date of its issuance until March 4, 1998. 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: ...r� is, 199*, "rZ4 Page 3 of 9 OPERATING CONDITIONS: 1. Wastewater and Quarry Dewatering rW uA Any wastewater processing or ne dewater ing shall be in accordance with the requirements and ions promulgated by the Sierr-e# Environmental Management //,� otr7w.xln.. . 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 VwUA--regulaiiens promulgated by the Nv4—B#4ien-ef Environmental Management, "'- ^ 44y. .. Zi»,n�tan.-. B. The access (plant entrance) road shall be paved from its junction with Sandy Cross Road (SR 1752) to Station 4 + 00 shown on Sheet No. 7 of 8 of the Site Plan dated October 1, 1987. 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. Sufficient buffer shall be maintained between any affected land and any adjoining waterway to prevent sedimentation of that waterway from erosion of the affected land and to preserve the integrity of the natural watercourse. In particular, a 50 foot wide undisturbed buffer zone shall be maintained between Boyd's Creek and any land disturbing activity. B. The buffer zones shown on the Erosion Control Plan dated October 1, 1987 and revised January 25, 1988 shall be maintained to prevent caving of any adjoining property and to allow grading of the side slopes to the required angle. These buffer zones, with the exception of the installation of required sediment control measures, shall remain undisturbed. 4. Erosion and Sediment Control A. The operator shall notify the Winston-Salem Regional Office, Land Quality Section, at least 48 hours prior to initiating land disturbing activities indicated in the approved application for a mining permit. B. Adequate mechanical barriers including, but not limited to diversions, earthen dikes, brush barriers, silt check dams, silt 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 or natural watercourse in proximity to the affected land. Page 4 of 9 C. The Erosion Control Plan dated October 1, 1987 and revised anuaTry_ 25, 1988, June 30, 1988, July 29, 1988, ai4- September 12, 1988,shall be followed. 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. Such areas include, but are not limited to, expansion outside of the initial pit area (12.0' acres), creek crossings, or expansion of overburden disposal areas. 5. Groundwater Protection A. The five observation wells denoted as B-1, B-8A, B-8B, B-8C, and B-9 on the Mine Map dated October 1, 1987 and revised January 25, 1988 shall be monitored at least 30 days prior to initiating any excavations of consolidated material (rock) in the initial pit area to allow for the determination of pre-existing (static) groundwater levels. B. The observation wells shall be drilled wells cased into consolidated rock and grouted to the surface. The wells (boreholes) shall be extended to the first water bearing zone in the consolidated rock. The wells shall be secured against unauthorized entry with a lockable cap. The necessary permits to construct these wells shall be obtained from the N.C. Division of Environmental Management, Groundwater Section. C. The observation wells shall be monitored bimonthly (once every two weeks) at the same day and approximate time of day for twelve (12) consecutive months following the installation of the wells. The static water levels shall be referenced to a datum point with a record of the water levels maintained. The bimonthly precipitation and the volume of pit water discharge shall also be recorded. Copies of these records shall be provided to the Department on or about the end of each month. Static water level monitoring frequency may be increased or decreased following the initial twelve (12) month period 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 offsite 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 the pit shall be graded to a minimum 2 horizontal to 1 vertical and shall be stabilized within 60 days of completion. Page 5 of 9 7. Surface Draina e 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 provide to the Department a copy of any pre -blast surveys conducted. Furthermore, the operator shall provide to the Department a copy of the findings of any seismic studies conducted at this facility. The operator shall make every reasonable effort to incorporate the report's recommendations into the production blasting program. The following blasting conditions shall be observed by the operator to prevent hazard to persons and adjacent property from thrown rock or vibrations: A. In all blasting operations, except as hereinafter otherwise provided, the maximum peak particle velocity of any component of ground motion shall not exceed 1 inch per second at the immediate location of any building regularly occupied by human beings such as dwelling house, church, school, public building, or commercial or institutional building. The operator shall monitor each blast with a seismograph. B. Airblast overpressure shall not exceed 128 decibels linear (dBL) as measured at the immediate location of any regularly occupied building such as any dwelling house, church, school, public building, or commercial or institutional building. C. The operator shall take all reasonable precautions to insure that flyrock is not thrown beyond areas where the access is temporarily or permanently guarded by the operator. Should flyrock occur beyond the guarded area or the levels in Items A and B above are exceeded, the operator shall report the incident to the Department immediately and further use of explosive at the site shall be immediately suspended until the following actions have been taken: 1. A thorough investigation as to the cause(s) of the incident shall be conducted. 2. A satisfactory report detailing the investigation shall be provided to the Department within 10 days of the incident. Said 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 site. Failure to take corrective measures to prevent flyrock and repeated instances of flyrock shall be considered a violation of this permit. Page 6 of 9 D. 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; and blast location. Records shall be maintained at the permittee's mine office and copies shall be provided to the Department upon request. E. The operator shall, when requested by the Department, give 24 hour advance notice to the Land quality Section prior to any blast during a period for which notice is requested. 9. High Wall Barrier A physical barrier consisting strands of barbed wire (total maintained around the permeter public access. 10. Visual Screening of a 48 inch American wire fence with 2 of 60 inches overall height) shall be of any highwall to prevent inadvertent A. Existing vegetation or vegetated earthen berms shall be maintained between the mine and public thoroughfares whenever practical to screen the operation from the public. n B. Berms shall be located/a's shown on the Eros on Control Ian dated October, 1987 and revised January 25, 1988,�ad.shall be constructed prior to initiating quarrying activities. I addition to grasses, the berms shall be planted with mixed evergreen eedlings on a minimum 6x6 staggered spacing. �0 64,WS C. Berm F shall be constructed as material becomes available and according to the revised Erosion Control Plan dated September 13, 1988. 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. Approval to implement such changes must be obtained from the Department prior to on -site implementation of the revisions. 12. Refuse Disposal No on -site disposal of refuse or other solid waste that are 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 the ('11p; jQ 61011" e Department of Natural Resources, 6and Qua Sai.en. The method of disposal shall be consistent with the approved�""� reclamation plan. t- � � RrP—r-1'" -- yr L� 6U""l 5!'e'40-i Page 7 of 9 13. Annual Reclamation Report An Annual Reclamation Report shall be submitted on a form supplied by the Department An 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 $50,000.00 Irrevocable Standby Letter of Credit is sufficient to cover the operation as indicated on 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. ArchaeoloQical 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 8 of 9 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 1. 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, 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 CONDITIONS: 1. Provided further, and subject to the Reclamation Schedule, the planned reclamation as depicted in the Reclamation Plan of the initial permit application shall be to allow the quarry excavation to fill with water, provide a permanent barricade along the top of any highwall, 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: 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. Page 9 of 9 B. The settling ponds shall be drained, backfilled and stabilized. The retention pond shall remain as an acceptable lake. 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 he permanently disposed of at the mine site. Scrap metal, trash or other such waste shall be removed from the site and properly disposed. F. The affected land shall be graded to prevent the collection of noxious or foul water. 3. Revegetation Plan: Disturbed areas shall be permanently revegetated according to the seedbed preparation and seeding schedule provided on Drawing 8 of 8 of the Site Plan and Grading Plan dated October 1, 1987 and revised January 25, 1988. 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 March 4, 1988y 07)rR'lydb9 modified September 30, 19887 iS 4"�Aj pursuant to G.S. 74-52. By: Stephen G. Conrad, Director Division of Land Resources By Authority of the Secretary Of the Department of Natural Resources and Community Development nail—, '/".",. S" f State of North Carolina Department of Natural Resources and Community Development Division of land Resources 512 North Salisbury Se . • Raleigh, North Carolina 27CI1 James G. Martin, Governor Stephen G. Conrad S. Thomas Rhodes, Secretary September 30, 1988 Direcmr Mr. Forrest E. Wiseman Luck Stone Corporation P. 0. Box 29682- Richmond, Virginia 23229 RE: Modification Request - Permit No. 1-08 Burlington Plant Alamance County Dear Mr. Wiseman: Your recent request to have the above referenced mining pexntit modified to include a second entrance (access real) to Highway 49 and the addition of a new berm (Berm F) along the western pro5erty line has been approved. As with your previous modification request, pages 4, 6, and 9 of Mining Permit No. 1-08 have been amended to reflect these modifications. copies are attached for your files. Again, your continued cooperation in keeping the Department informed of anv changes in your operation is greatly appreciated. Furthermore, I would like to commend your firm on the decision to add Berm F to your operational plans for this facility. Construction of such structures not only aid in visual and noise screening but contribute tremendously to improving the public image of your industry. Should you have any questions olease advise Mr. Thomas Carrell at (919) 733-4574 or Mr. Doug Miller at (919) 761-2351. very truly yours, Stephen G. Conrad SGC:TEC:se Enclosure cc: Mr. Thetas Carroll, P.G. Mr. Doug Miller, P.E. RO&+x 316V,I cqr .. Nu,, inml'ina 176117W TCItlpllon- 91%7333833 An Em®l Gppo--,:r: Aifi, 3mo .ktlon Empl,,c Fro, Date _ Speed L tt pr. To �}f,}kLti �P'Vl5 Date .111 disci �n�uw LlI S Subject P&P?rwekotlr RlZWN Nt" — LuCksrDNt�..RunurGrb� P(�Nr 41�08� IkANhrCE -N...,a,�,o FA. Reply -1110w,o Signed WllsonJones &WNE somm a a.nei M-NiNnomuaw, Sinned L_, 2890 RECIPIENT —RETAIN WHITE OP , RETURN PIN&COPY, TURN OVER FOR USE WITH WINDOW ENVELOPE. s _mw FILL IN NAME AND ADDRESS HERE FOR RETURN IN WINDOW ENVELOPE tN 7 �cw T. Date WIMS9D✓-emu-,,� L.�S . Signed GLINE MRM i DJ0� a T Speed 11 . t174 From �,�ti 1)kv15 Date �H � ir4r8✓ ®tppr 4 /1, 08 Nkc G0 Reply Signed SENDER —DETACH AND RETAIN YELLOW COPY. SEND WHITE AND PINK COPIES WITH CARBON INTACT. alley, williams, carmen, & king, inc ENGINEERS & ARCHITECTS P-o. box 1179 / 740 chapel hill road burlington, north carolina 27216 telephone 919/226-SS34 fax 919/226-3034 January 24, 1990 90009 State of North Carolina Department of Natural Resources and Community Development Division of Land Resources Land Quality Section Poet Office Box 27687 F�elk Raleigh, North Carolina 27611 ✓ gryZ6 F� Attention: Mr. Tracy Davie 14 An//411jY ,S90 Subject: Luck Stone Corporation - Burlington Plant Permit No. 1-08 SFC%1 0* Proposed Permit Amendment - Related Use Area Dear Mr. Davis; On behalf of Luck Stone Corporation, we are requesting approval of a permit amendment for site grading and erosion control measures in the Related Use Area relating to the installation of an asphalt plant. The proposed amendment also includes the extension of Berm IID" along the southern property line and the designation of a new haul road immediately west of the quarry area. Included with this request are two (2) copies of Sheet Nos. 1 and 2 under our Job No. 90009 which shows the items relating to this amendment. Also included are two (2) copies of the design calculations for the various silt pits proposed for installation. Should you have any questions concerning this submittal, please let me know as soon as possible as Luck Stone is most anxious to proceed with this work, Sincerely, ALLEY, WILLIAMS, CARMEN, & KING, INC. Darrell L. Russell, P. E. DLR/sj Berl a. cc: John H. Bauhan Forrest Wiseman Doug Miller, DEN LAUREN CE A. ALLEY, P.E. HERBERT A. CARMEN, A.I.A. HAYWOOD B. KENO, P.E. L. DARRELL L. PUSS ELL. P.E. J. EARL WILLIAMS, P.E., RET. DESIGN CALCULATIONS STORM DRAINAGE: Pipe under access road to related use area (east of Berm B Q = CIA (0.8)(5.75)(2.2) = 10.1 CPS USE 18" RCP 6 1.0%. CARRIES 11 CPS SILT PIT — "BB": DISTURBED AREA = 6.8 AC. STORAGE REQUIRED = DIST. AREA X 1800 AC/IN. = 6.8 X 1800 = 12240 C.F. SILT PIT USED: 35' X 70' X 5' = 12250 C.F. ♦sI p �O SILT PIT — "XN": DISTURBED AREA = 2.6 AC. q!i 9 STORAGE REQUIRED = DIST. AREA X 1800 AC/IN. J, �90 = 2.6 X 1800 Fps = 4680 C.F. spa SILT PIT USED: 35' X 35' X 4' = 4900 C.F. SILT PIT - "LL": DISTURBED AREA = 2.6 AC. STORAGE REQUIRED = DIST. AREA X 1800 AC/IN. = 2.6 X 1800 = 4680 C.F. SILT PIT USED: 35' X 35' X 4' = 4900 C.F. SILT PIT - "MM": DISTURBED AREA = 0.6 AC. STORAGE REQUIRED = DIST. AREA X 1800 AC/IN. = 0.6 X 1800 = 1080 C.F. SILT PIT USED: 17T X 17F X 4' = 1156 C.F. SILT PIT - "NN": DISTURBED AREA = 0.7 AC. STORAGE REQUIRED = DIST. AREA X 1800 AC/IN. = 0.7 X 1800 = 1260 C.F. SILT PIT USED: 18' X 18' X V = 1296 C.F. SILT PIT - "00": DISTURBED AREA = 6.8 AC. STORAGE REQUIRED = DIST. AREA X 1800 AC/IN. = 6.8 X 1800 = 12.240 C.F. SILT PIT USED: 35' X 70' X 5' = 12.250 C.F. f I t m a" , rr / � r i , I w I , 1 14 r ,y,��- . _. y =� V •g 1. _ m -- } U i, -.._yle It Al it 4 - J i � , 4f j n Fl of i n i � t O _ I ,JJJ111'��yyy -4,4 it rtt \ X, kJk r r n 1 ppp Y !l m r ✓ q-4tjr � f tot it t y ! t y � w o r , k 1 ( 9 90 , , S _ w 1 f x F z ���III II � .✓_ • � I �, I� I a 4$cs I ir r I ze t E 1 v o [ F x "y I n n II 11 {{-- r _ m -.� Z Opt o cn — /I - z 9 ( 1 0 " �S co v 2 z ' V ` A,w ;--" i ���� n c _ z y x I W Z OD o i Z N= ex it a F p, t- Z N fA F v. ,�o - -.+ a �., a _ N Y � C y Z 1 _ _ i F . �-._1 m ti e. ri �-I 'ti Ip I�D�- ° a ro 1 m O o yr n _ I Z � �" 1� t' v m A t0 N Q k 1 n a' MICH* ViONECOPPO P.O. Box 29682 Richmond, Virginia 23229 B04-784.3335 June 22, 1988 �q �o a �sf �o State of North Carolina JFCT Department of Natural Resources & Community Development 8025 North Point Blvd., Suite 100 Winston-Salem, N.C. 27106 Attention: Mr. G. Douglas Miller, P.E. RE: Luck Stone Corporation - Burlington Plant - Mining Permit 1-08 Dear Mr. Miller, It was nice talking to you, on June 17, 1988, regarding our project in Burlington, N.C. I was extremely encouraged to learn of Abner Braddys' favorable comments upon the conclusion of his most recent inspection of our site. Your inspection of our site on May 24, 1988 was most revealing of shortcomings in communication between me and our contractor. As you are aware all earthmoving activity, except that related to the construction of erosion control structures was ceased on May 24, 1988. Our authorization to proceed was given upon our contractors' completing the "out of sequence" items on June 2, 1988. We are very proud of the team we have put together to accomplish our first mining venture in North Carolina. Darrell Russell, P.E. with Alley Williams, Carmen and King has provided exceptional professional guidance and R. A. Ziglar and Sons has been conscientious in their efforts to do a good job. We remain firm in our commitment to do it right. Let me know if I may be of assistance. Very truly yours, LUCK STONE CORPORATION Forrest Wiseman Construction Manager Bealeton FEW/cac Burnsville Rudeglon, N.C. cc: Mr. Darrell Russell Charlottesville Elkton Mr. Thomas Carrol I ax Grreevene Greene Greensboro, N.C. Leesburg Manakin Powhatan Rockville Staunton Sterling alley, williams, carmen, & king, inc ENGINEERS & ARCHITECTS P.O. box 1179 / 740 chapel hill road burlington, north Carolina 2721S telephone 919/226-5334 January 29, 1988 Mr. Thomas E. Carroll, P. G. Mining Specialist Rr.0 VLD N. C. Department of Natural Resources and Community Development FEd ui 198g Lend Quality Section 512 North Salisbury Street LAND QOAllTy Raleigh, North Carolina 27611 SECTION Subject: Luck Stone Corporation Burlington Plant Alamance County, North Carolina Dear Mr, Carroll: As we discussed, I am enclosing two (2) copies of Sheet Noe. 3, 4, & 8 which contains the minor revisions which we reviewed. We appreciate very much your offer to substitute these sheets for those previously submitted. I am also sending one (1) copy of the referenced sheets to Doug Miller in Winston-Salem. It has been a pleasure working with you on this submittal and we look forward to your early approval. Sincerely, ALLEY, WILLIAMS, CARMEN, & RING, INC. Darrell L. Russell, P. E. DLR/sj encls. cc: Doug Miller Forest Wiseman LAURENCE A. ALLEY, P.E. NERSERT A. CARMEN, A.I.A. MAYWO NAYWODD B. KING, P.E DARRELL L. RUSSELL, P.E. J. EARL WILLIAMS, P.E., RET. .x < L! t v--� Q T u W a w r r0 x 2 U U o i m w eLo z __.___.____ fir- kl V - �y/Y`" !�) E a y CC K o N J Z U E dc I J N � J W\ W U) Q iai 'd .. 0 m a R W \ d ma ui� �� z ry m,�' N r W �_ V 4J'� v ODW /� z q e O d aO r _ -- 0 £6 r_ £7 012`I Nk45 74 0£0$1--- z M I�dE 0 c 0 \ zl Lts I EL M W v� W j (l ti r - co a o u N t u , n a i r / , r - e / y \ r 1 , 1 c I ^ 9 � Y 311 77 1 if . N ` w JL H 0 J h _ c I i _ n: L c UL r �r 1 Ir� , I W$ 7, F_ w ^ a / r � O \ Q 2 NX V� A A `m A f o r a 1 N / Ll d1 Q w i i O / / m � a _ — — — o / A r., I r W MX Vr •. r" W O a j /` / / ��� f • V� �- j / p ._ 00 i x Y O W � / �0 T W a -^� kl 3 k A - �' I i OI ky O OD yvj / Y X ,3 pE — �9£Z£ w X Q / i 0 � l N _ n� Z ��_—/ �•J— - II 5 kl- r i i X }.. F - LL r , ts) 9 3NP>7,)bo ON S J 3 _ j 9 16 '} y el 9 IZ'6[b � �it _. mX/ J R 2 N L- m N �s a 1 S3 �0 CO 6 V _ 4 ti� J I IL LU i ��.. r� i Y [[[ f OD W ' J � z \ w � / I r � 1 I / I ��� fz 41 wo ` \ \ 7 - j f 8 Qg �u f' N I A� > TI Il/ \ \ � i t� f[� . l .. i �--1- r uF �- T d. 11, ). - , TIT If a; r < �� � —�� % � ,=may_ -i/i �' � � •\ � � �� �'� ��� „ ti. �i m � i r� E , ITT I If IT i i i 11 VIT rt 600�� as ,I xo / i' % i p l NIT If / ;>� ��If ITT 4 1 / zzi > 11 PERMANENT SEDIMENT BASIN SCHEDULE Be, TOP OF GROUND EL. DESIGN TOP INV INV MEIN M. CFS EMBANKMENT AT EDGE FRICESCARD LEVEL N HIM L dtenl D d tlloutl LENGTH 1 49.5 562 590 1.0 579 1.5 577.5 5.5 S72 36" 30" 571.0 CAP 2 33.6 5B2 57B 1.0 577 L.25 575.7E 5.75 570 36" 30" 566.0 70' 3 41.6 562 579 1.0 577 1.30 575.70 5.70 570 36" 30" %2.0 90• 4 3105 SA 57a LAC 577 L I5 575.85 5.65 570 30" 24" 569.0 90• 5 Lap 598 1 1.0 597 1.0 596.0 6 590 24e 10" MG.0 MP f g .T_. C er l-SC �r K _r nL/ GI PJC 1� J / r J -- 3. Fee 4 A.a irq 71 `(PIr- PEKKELE NT VEGETATIVE COVER A µiP 5Ec fYON- S�DIM6r1T t'�A511J hVi irk -LE. The entire area disturbed by project construction (including Berms) :.hall be provided with a permanent vegetative cover, excepting roadways. parking areas and stockpile areas The disturbed areas rhall be finely tilled by herrowing. Where soil conditions are unfavorable for successful establish eat of Coast, psoil available toshall be spread. Dolomitic Limestone shall be. applied at the TRIP of 4,000 lbs. per acre and a 10-20-10 commercial fertilizer mix shall LIP applied at the rate of 1,500 lbs. per acre to the disturbed are. Seed shall be uniformly applied to disturbed areas according to the following schedule by broadcasting with a cyclone seeder, close drill, or hydroseeding. Wood cellulose fiber mulching shall be applied at the rate of 2.000 lbs. per acre. Schedule for Providing Permanent Vegetative Cover Planting, Dates Planting -Mixtures Ap yi cat of Rates i,b s./Acre March 1 - May 20 Tall Fescue 75 Settees Lespedesa 45 Weeping Lonigrass 1 August 1 - October 30 Tall Fescue ]5 Sericea Lespedesa 45 Temporary seeding shall be provided to the stockpile areas. 3" of gravel shall be placed in the parking areas, roadway, and in the shop area. Temporary seeding shall consist of the following: Planting Dates Plantng_Mixtures Application Rates-Lbs./Acre Feb. 15 - May 15 and Annual Ryegrass 80 Sept. 1 - Nov. 15 10-20-10 Fertilizer 500 Lime 4000 Mulch (wood cellulose fiber) 2000 In all cases, stand of grass must be satisfactory to Owner. If growing season does not produce satisfactory results, reseeding will be done the following season. More CLASS I RIP RAP re RE VSEO STANDARD PIPE OUTLET EROSION CONTROL DEVICE 5TTI. Pipe Too[ OCT cpo5.mso LCg3rhoL VeY ItE ." E atna--.��trw.w... waml tulle Asa VAIN L tend u FILL atAeh Dissipater And NfPJa? oH'4 _A Am As a rPaa, rKVltf}'Y.- MX J<0. rr L1a. nNz aa� AS .0 .a t -' SECTION -AA SLOPE DRAIN PIPE xrec avant luau/ v <nep AN =�c'iaI'd lioh foodt♦bnl.d e.a ��lit mounting f Wd or a et.lsAll end. 1W.t ".:..--.fill Pik. ov r L k The distance such that points A and 8 an of equal elevation a l•e•a"crx" XY v vpp54t �f• L . � ^ v, is � Ee SPACING BETWEEN CHECK DAMS leWali FIT 14 me aa.a sulk a 1. i� �N��.Rs�k%a�Li.EILIt IS�ree=1 A. "Ald falconer - -_--__ -.t....t.1 < else. .... _ .olm Fl,ol .. L".as .,A n.s .... it&. g lad limits. _. -. Ill., "llselot o eilly t.l via.. .1.11 IMAPPAIT ...."' A. weld, pa.een.. Nr �<.etm, l .mmune.... ..d A,..im III tun m m«e W11.a +a -wall .. ' ... , ... ._ an " m .. d ,n stud. «..k t ut<i.0 . . "E.a. .. Lad trs " cto.v pw Il a .r map w.a L. tn. n.. ae wi.<.H.a. At.. .....1. . < .: :. . .a .,., . .... IT Vs dolde 116 step API h. 1,,fal pu Cale, Dra IF v Ale Are m.. lt.. T . 2S. t gee aV Gilmain lit A Met v dead w ' of. e. oemll t or .t am n tut LLl Pak LMa4 Os 02 sea II meal ode Ace is map Islas. 1. --IN 1.11 Sad 'StI.,e,. T..... ,na S v.e, mom - xnrt1ll silt pit U 001lowu, a Shop A,"). Dill ?or S (SvvaMu, of p ...1 Pam rt BAR I cad n i5...4m, v A). _. _ tvw in I'SoR..T d" I :. F..... to lCo J. Sit, n E the., of .. A. v 9 k. Fell apnugia , eo N. K. 5 A. 1. C. U n ••Shop Lot'. 1. .e <h A I. .nr tl ACF '" $hep'e , I1. .,pb neat Age A.AT... b e e n n a ( .. na ..le . oe a fupl S..bn evd, .. _, sling.., ells to of....... to" ..,.. " �muI' CI p P n. It' a rw.ntml aaml, '.h. v el... Ii"glu,v l.I,o 1 'Pon tM eel. is. .ea 0. iesa. A' . o.,d Shea A Aha .a. Clam" i m ,Lg P Se nl ..4..a... d la Ln.. Call VL t Fo Ls"lle''I' Al.u. 1. of L t... i ed .u1" v he si ill ., I'll g Be A4,41. ]gMlg i"Se Pe ah.rvnly lA. 19. 30. •26 AT. xl`a xa i]L wend 27. grief Sr A a P odle, t..p ,v lieu plft glett .,e.. I. Ll,i.t,.art S. tbArTicL -And _soma. _ _C,1=_✓_en. .AI-.._._p- ga. 4u .amta it, .sae.. T...... it ttiPo.ery a v..- 1 AA ......c._ 1 <, gulp . e Slh ttu gY.AZ I. woe n o lee h. Pvn l_Silt 1 e k A. flatT EAP 61t1 mLLnei .11 Silt hems. n'Pontl IS ale T." l.e u. ale Ia.11l Ne u ood .."eel ! 1 3 d lid If .m ,vpo n a.v moo tutus, m "send intcall on mine diml, so, C .., cc . p•.e- 45.p 11 alV SAY PI .. ,. ,.., lit. a lee _ ". ,eed to eeya Dort y. <.e.<t e- .. <. ..d r. I .,tuner l,, nIs llffe, .meal so miles,d,.,•. .,11 t- sLt. n, e'llk" .e 'Ad 'I'll AI pleat. end seers area p, < ✓Tull III got.mv. S. 11. 14 .e.� Is. to eIII. 4. Iled.11 sale t IT rue, oltosee. ..W ." .vieh. DETAIL FOR STABILIZING CHANNELS WITH JUTE THATCHING/F S- --' >r A. gury the Cap end of the )TOO strips Ili a trench 4 lnahea or mare in depth. B. Tamp Lhe trench lull of so, I. St cure wltn row of atepleA, 10 Inc is Iing, s Ineheg down foam the trench. C. Overlap --Bury apple end of lover strip an its 'A and 'Il Overlap end of top strip n inches and staple Xom- y A. FiPsi0n stop -Fold of jet, h'.died ' in Silt trench and tattled, doable r se A A.61I F Y -'i -' ID Nw lea MallT 1 , TA t i 4 t it J* a f1 is staples o 'i 1t to 6 trey?." F pact S regal to keep the jute^ firmly preened' into the Aoit, TYPICAL 5T i - 08 Cauga' t5" Press ends of )ate 4 inches into the a Around arincturea slid staple securely. 70 A NOTE: 1. Fiberglass Roving to be installed in accordance with North Carolina Department of Transportation specifications. 2_ Application rate for single layer is 1/4 Sb, fiber/SY and 1/4 gal. tack/SY. 3. For a double layer - install two separate layers for that specified as single layer. pp IS u•I All upLt.L1n1,MJt4Y.AflR_ T _ Z ` _ (11LN pAI,W SW \`� wlat PrYEK boy n•It a.encawtRll dpkliniff A- AII me b'w.arealn PcrtR_ - _ •: Vera - HAMMM IAA•L*I11d eollRAYteOAtAb as WINDS SECTION THRU eANN S FILTER NO SCALE GRAVEL 9 RIP -RAP FILTER BASIN DETAIL Imes siair'g• --T _ _..-_.e' Ma. i-mall switoomoe TILI, of r� or hr• t' uTbt-'�i IN THAU KW BE FILTER PERSPECTIVE VIEW NO SCALE No SCALE NOTE THIS STRUCTURE MUST BE DESIGNED TO PASS THE 10-YEAR STORM WITHOUT OVERTOPPING THE EARTH BERM Lae lo, ." .".e. dolkoul. AIllh of qnt. pullet v Fit 0� Pled d e< .."I e p t to gist PIT 4. .x two P w 9.v.r to the o, ! . p 1. till, the liptopi uAls y, due Elie Am. IVA Food. ull ,he e look -se to- p rat 114 e6aP sell. Alik 11 listed h la ra A.n alto, e. Coil KeLewr . aNmt.e (........ A...wuil Isdoalall, <,c.. 1 Laureled 4111111.,, l.11I-- t- ^ n F. T. 114 . h<,. A. h..., emtal.... .eed and .,drab ilea. 5. .. ut (l. r avC, lv. ..vu .o .mull lF.P.11 n etna. . e b.... .ad , v1: .ur. k.tAeol F t wl".rne.. .. e. epee. Ga..m,.led am.... IT. Naufy en x:n ertof pro It. mom ' ,da .am.. asps n, 5, 1.. d..av n<d L.«rt p t .... olls, .F 19. .nek <hlak A",'.M .P`e I tee TV, .sw< v._. frneu. ... I'll" e_ L .. GtHTo/f TA'ANC// 11NIvt EIttL POSj�bv v' INTO S uf1D AND EXCAVATE A b"XA TRENCH WHILL , 4014G THE LINE OF POSTS. MOOD POSTS �i IN DIAMETER May BE USED, MAX. 10' BETWEEN POSTS Fgt V 301 A-T-TACH THE FILTER FABRIC TO THE WIRE FENCE ASS EXTEND THE BOTTOM OF THE FABRIC 6 INTO THE TRENCH. EIGHT: MAX. 30 Hill. 2' AT i9 f ,LC 10 Pc T, 4i 0 EX 1. fiD 11, 1,ciLTM OF Art ITIPI LAIL INTO THE EXCAVATED TRENCH, S1fT BACKiT-.1. last H A THE eoT + l EN SC ; LjI.t RUNT L I if, 1 Hh,.,.1 t "l I ENI5 o,a, t QJ INDtM .. NOTE: Battle, Of i f mu 'r EEL POSTS either L,Zd a l " h> mate lal and ll . co` RE FENCE (HOG MIRE" Wa a e, T e to a h ht ol 1, Chain gr sad level_ LTER FABRIC TTOM OF MIRE FENCE AND x'j1 FILTER FABRIC BURIED 11 6" IN EXCAVATED TRENCH. 'W-- STEEL POST DRIVEN Jew INTO GROUND AID - Frei r 5 'FEE I ITTG -a0 ToI0N Ze TYPICAL toEC InLlGERM A" ItSB: BEEN CDN5TIu1CR10N " kill IIAWEt I- T L__ TYPICAL SECTION BERMS 8.I.C.8E' 0If TO be placed in the Person in Title not to t e es [teed SITgillIfficieloly k packed c i ii n prior to seeding, See 'lopshall be tvp dressed oiib I, of top p... I rand track packed. Barks shall be c a Fed tr the low point n file high point .long the longitude a All o be rmperimeter e rosomr I'll s ricturee In be in Olson prior m beginning berm lenstructaon. �a No FE ROFep SHAVL ME GLASS RA (STANCE FROM BOTTOM OF DITCH r0 LOWEST SIDE OF DITCH BANY SILT T= IB" FOR CLASS 1 RAP RAP SPILLWAY SHOULD BE A'MIN BELOSoIw r.N DAUXW FYFL OF LOWEST '2...k l _ � 11 STREAM RDIH 6",5{SN EO STONE OH T' GPhO I •„ O MINI ITio�i Btu o� evilIl�F _'TA t L. Iz CIA RIP sF CTiON-ad 0LLIIoN ee GEIAILS FOR TEMPtIRILRY ROCK LNEG 9 GAM REVISED 01/2il GERM NT SEDIMENT BASIN SCHEDULE Do TOP OF GROUND EL. DESIGN TOP INV INV f BASIN NO. CFS EMDf MCNT FIT EDGE FREEBOARD LEVEL N AIDED L FJLn) D 6 dlout) LENGTH 1� 1 49.5 58G GAB 1.0 579 15 5]].5 5.5 572 36 30- 571.0 50` SSSa... 2 33.E 58e 518 110 57I t 575 r5 5.75 570 36 30 366.0 70' 3 4116 DEC 518 l ff 5 ] 1130 _77D.70 U.70 90 364 30 562.a 90, 15a 4 30 5 562 5P8 L Lot 9569 0 571 1.15 5ri.8, C. 80 30 24" .0 FIRS, i S.B I, 59a 1.0 59/ 1.0 536.0 6 590 24- ISI Stiff :R' r Tf'= If 9 1Is, - + , If I dI t P if L IF T r>c - 1 I 1- l 0 PIPE Felt LILT o IT / �-' Elf Imu Goa TuoL P't .1rH, I NIT, Till N n 0.,,r , TII.N-56DIM&OT EA`IrJ PERMANENT V'6GF.TA71VPI COVER The entire area disturbed by project canstauction (including Berme] shall be provided with a pe ant vegetative Caper. exceeprrng roadways, parking a rea:: and stockpile areffe. 'Site disturbed areasshall b, finely tilled by harrowing. «here soil conditions are unfavorable for :ucrnss: ui ,... abl{SF)ment e ,ai:ast vailable topsoil shall be spread. oclomitic Lr oCc shall be applied at the rare of 4,000 lbs. per acre end a 10-20-10 commercial fertilize- m]shall be Applied at the rate of 1.500 lbs. per acts' '. .... . lurbed area. Seed Shall s be uniformly applied to disturbed a r, according reose tothe fallowing schedule by 'Draadcantflng with a cyclone ee-., brill, or hydroseoding. Wood cellulose fiber mulching shall be applied at the rate of 2,000 lbs. per acre.. Schedule for Provi ing Perleanent V g ta.:ve effor Planer"Dates Planting Mixtures Appl Lill on Rates-Lbs./Acre March 1 - May 20 Tall FPaQIe 75 Sericea Leigoob a 45 Weeping Lovagrass 1 August 1 - October 30 Tall Fescue 75 Ser cee Lespedese 45 Temporary needing shall be provided to the stockpile areas. 31' of gravel shall be placed in the parking areas, roadway, and in the shop area. Temporary seeding shall consist of the fallowing: Planting ➢ores Planting Mixtures Application Rates-Lbs./Acre Feb. 15 - May 15 and Annual Ty grass 80 Sept. 1 - Nov. 15 10-20-10 Fertilizer 500 Lime 4000 Mulch (wood cellulose fiber) 2000 In Eli stand of grass must be satisfactory wing to Owner. If groseason does note produce satisfactory results, reseeding will be done the follessing francs. SID REINFORCED J IIIran CONCRrrr Amd I J( = ENO S£CAON I1 No FE HE A55 e RIP RAP t0 Bf a5E0 0 STANDARD PIPE OUTLET EROSION CONTROL DEVICE He SLOPE rap FIT FILL e,ric .__ _ _ _,. Dissipater aw FI4]f4t oHin¢ -A As t¢vw[ mostml son m wiAm t.,.La:-1 tr.N..aA,rr Arec J(of t.,a per- ILA, t well, p\ p[pw r.n .+.pw v .RL 1 `-emil! HAT Or SE<rrON-AA SLOPE BRAIN PIP( SLOPE )BASIN (alinor VI'v"e9a into Fla to 4,10 Amontillado .•e.,aw .Par d.i Fr si •:-, m r.�wall_• .itnon v a.eJlllwd if I; y �- • R UIc r,_ Allen 041, nh ~1fS I,d> yt L • The distance such that paints A and B are of equal elevation SPACING BETWEEN CHECK OAKS •m!wai. 6,.4m14W%DMm as I as So WARVID104 a*- eAREAll *a �Ni:%w�A1(P���i� �!'iestopi .h _ -.-.litere_.H%I 6- 'nt-a •e vurt_ 111 -.- P 11. na Orar Free, 1, vat... ens net t .. • 1.4 Renot a1' e I'Amly FIT .... I. I. . e.>r err > Haiti • •.... • s r.mown"r..na.FAI ingroa Real. u1Ion 11)1 it' . I. . . , ... ,. 3. if. "IA ..a r as r _. Rwt a 0 l e I... dt cede we , e^ao •^_e iM _ ..I . ... ...... 111.111P _r.. if Most w Floyd, C .coop AIR•. ] .a1 Ibh Ara Or.1 . to. O .11 211, . 25. _ )n.t.)1 silt PI A ryas[ ateAp PwQ. s y 5 Fir )nn.l1 Roc cunt D" /l 1" 0. ptr CALra wall )so mad a1 l 1. v ] P• .. •• .. .n. n..r sNtee a mn on.. a u m.ta..et AT eK ...). hi • al Sil< .it st"llm w, a .fro. H. w a . R" Ls rut _ L all. P . H A, Al to Slam RI 1ra.l." va Ell All". of o ]. P rill Fit c Dart a y0 n A- A, Alin. t Fill nLoyfloor e. e,.... point. to . nt .,p�.e..,i. AeC p, mobL 1 .'s I' n.en<e a ;' add R. all is- Rep on ewp Roe rvapl. .nd '- a lea o h.... IF of Flo, •lope orb a... I.nor. ..I" IT'I nhallat " Low ,". . a . r. wro Iq (little S.Y.. .. e .MnanPr • Pr. A. ,I as.It aurasrE sapA Rate' nHLIA. m Ill Sol? Told, mWaat. r. a a. • 1111P t W Lae_V I I-. 11. ... .... .. q. 1d.r a .'hee) ,. rl... ne..ei..• • r swop, I'"') I Ad <nen..l. s. 19. to, n, it. 14. Ch. faw.re v. .. p .. .. A m ....e.r., III ...-,,. o P .... . . .1.r... - .,nines a.n a..a aq+-nla: .T. .n.; I:.-...... t Ferry ...m. I. FAA .. r n,.P I .it... 1...... I .rapt,o, .rr. .n sus r 1Pont.ua all as ...... ... 0 b� toll. 4V�AZ V. •ISM � o, .... r. ork . Dv I•.HCMr "114 Pflo e,I. stated faoulran peN r .I..n w to. idn" I 11p A 1 I'll L .11 wnAVP` •ttee 4eM 45 no reaps pde .....an fl o, to PH v. 11. 1 ton.. ALAI, Mean pm 45. uii iMf.evuttae F m t4. .. m .J. F; V A and a A. sawRo t1 aa a Told .0 sand 9a Creek Cil"F e ta"tl 111)P. A. [ .1 .. .rt .- .waeq�ll w a" ",«k JFP.0 a .III, er.:r..I i < ). e. Lu..V rI,: V... need. .m uIf" eel. a.howal.Piet, . Ana tr.er e e of." eon F.C..eFIA t chantol 7 1 poll Fit I", Fireball.na n, ....n A..... I' .... ..4 tole .One a. A ."ea In •P th.... A 1. 5. Hi 1 )5. 1 1 v. napl..e F.T. . L end l... Ent"A', .ea 'of 'Fl FF' DETAIL FOR STABILIZING CHANNELS WITH JUTE THATCHINGfx . f A. kiry the Fun end of the Jute A fps in a mii� trench 4 Inches or more in depth, IP 0 ITT. cap do .a'.. t p i a "r m I r u u.f0 �N f atalI A a 6 1 Tit 11 R P a -p 4'w t. I Ill 5 ea d1int from the treTic l j P `- i1 _0- \'. t.. 1. erleF"Br: ry upper end of lover strip s in 'A' and IF', Overlap end of tap xtrip 4 Infhen and staple. e(faRN; ). FIronion P 'd of Fute buried I - Jr. 91 it trench M tamped. f b ra do a NL L� of staple-"-;r,. T rr�.-�, is I4 P Io" Ip A� 4 spite, IL.'e`-`r DUALIST;j \ t FP N /' TYPICAL ai IieeAB Cause r 1 l 10•' � � 15.. Frees ends of jute 4 rt hey into the e around structw'ca and .topic securely. }0 NOTE: 1. Fiberglass Roving to be installed in accordance with North Carolina Department of Transportation specifications. 2. Application rate for single layer is 114 1b. fiber/SY and 1/4 gal. tack/SY. 3. For a double layer - install two separate layers for that specified as single layer. fo of SIR" .Po me Lag«'oltt"v --- Le 3Ptyfy, x.a•saB•We� _ w` nr trs•w a.f INVIis r we w w�-� r-- -_T irf` ale' W •,-4 u•Mw _ t r� map "Alt ::u two first ii u:esi Y ifECTN)N iNRW BASVI IITER NO SCALE [u ref/ TreANtH GRAVEL OF RIP -RAP FILTER BASIN DETAIL Twtt.P.v posts 1 A14•r Y A weA� IN TNRU BERM a FILTER PERSPECTIVE VIEW NO SCALE NO SCALE NOTE : THIS STRUCTURE MUST BE DESIGNED TO PASS THE IO-YEAR STORM WITHOUT OVERTOPPING THE EARTH BERM r nap oa ..(•p � -N afgwreY. Us,, mmorm ad All polls muni. u, If, u eea a rr1H a •➢hilly. 1. nat'll of .bee t av to, 'Pill-" 1'. ewe R to 1w •ap of he Pilot. A. place t he Its TAP be INo ca, cd It y t Orrin M Iorr. the ,pL...r art .ono .... fl .< .oL<VteT I., .._... 1n 1.1.11 T.P.A77 Hoolc Iep.l.e . R. I... A-d _. a •tLt<� For, I. HHV Bono F, �. ..lejefnu.u.. Lane *IF .-Ill _... k ,I IF r I ry t lenmv Ae u,er. . eulmLetl bar<ae 91nl. urn ,",I JW to teae{vx o qou ... e a, - off i,I I `.:.(S F this G( _{ AND EXLAVAIE A (9'X 6' TRENCH III F=I_'L AI,ON6 THE LINE OF POSTS, WOOD POSTS S IN DIAMETER NAY BE USED, NAX. 10' BETWEEN POSTS A it _,(fe Vac TPI ,Y LGfN Vt fist p,NIL 6" :HTJ THE EXCAVATED TRENCH, STEP 31 V-j ATTACH THE FILTER FABRIC TO THE WIRE BACxFI11L THE TRIIN'ti AND FENCE AN2 EXTEND THE BOTTOM OF THE t ALCM FABRIC 6 INTO THE TRENCH, i 4 rl PEV dPNOFF IS FORCID 70 00 4fE AND CANNu ,0 LN,r-r+ : f EIGHT MAX. MIN, 21 NO F,: Ruttoff f [I , Ir plc ed ut rdf,1y STEEL POSTS e;thfIr bICK II'- •t ratr a an,, 1I Ip'i=r WIRE FENCE NOG WIRE" washed Stools to a iff, \V abate ground levy 'FILTER FABRIC DO TTOM OF REF ENCE AND FILTER FABRIC BURIED 7;jif' 6' IN EXCAVATED TRENCH. $; r$�.rm'�-STEEL POST DRIVEN 13" INTO GROUND 11 SILT FEhr_ oar V- DITCH A / ' TYP ._ SEL N IBERM A zD' IysIE s1 TIP ^A," I- I IN Steve 61 C I C Is NCTF sew+. MN5TM1 ION Filled in thelifig not to exceeda d cf1ciof tlasA p e e Zon- prior Fit seeding.no r hall be A, n r Topsoil and traft1 boh. PontxI be d E :r rhr ti8h point r, li_ ,nd A1_ term Perimeter 'truav eN to be 1, rlf,f Fri= I,'Piirnnlna ,,FHA cI aerueuoe. a NOR RLCI San Att BE CLASS RIP s DISTANCE FROM BOTTOM OF DITCH TO 40WEST SIDE OF DITCH BANK S,N 1- Ia FOR CLASS 1 RJR RAP 9tax SW SNOJIt BE SNIN � - BELOW L LEVEL Of LOWEST lr ipLLPar -w Mnr' BaxS so',,opVc. 5 In Elm WIDTH • CF A IN �m FED STONE ON /t? R M1¢Q) ti r0'ryi /2P .EEAM �L Sr -L JpiI, �aPO'1 d Nut i C'nrOnti I O11 PIP x_ ri,.u-ca trr ON_. 09__. DE T A !I n FUH TEMPORARY ROCK CHECK DAM REVISED 01/25/88 Tar Preparing Site For New Luck Stone Granite Quarry In Alamance County ,orp. me Corporation, with ing an average of22 loose cubic yards Pipe installation was handled by mere In Richmond. Va., (heaped capacity) per load. Push Hitachi excavator. Drainage work on I to open its first North powerin theexcavationareawaspro- the project included 700-Ift. of 15-in. irry, operation in the Fall vided by Cat D8N and D7N dozers. diameter reinforced concrete pipe. e aggregate producer al- es ten plants In Virginia. At a fill area, the four 621 Es and Early drainage work required m- stafiations of 110 linear feet for 30- to the new Burlington, two 62113's deposited the dirt for inch diameter and 100 linear feet of .uck Stone will also open spreading and compaction. A Cat 60-inch diameter pipe. Nearly 300 Virginia plant later this 815E roller equipped with a front linear feet of 84-inch corrugated PInn. Va. push blade was used on the fill. A Cat metal cement -lined pipe was re- furlington plant site is located 19 north of the community of izt, Brauer also spriew nn mamnats and graded hauling and access roads quuee in a unee-une P stallation. Approximately'. Ilver in Alamance County, to the site. Coordination of the work of rip -rap was needed fort plans for the granite product and equipment was handled by Hen- lization and temporary n providing crushed stone for ry Martin, R. A. Ztglar & Sons site dams. Pipe inlets and ou and highway construction project superintendent (Continued on page a20-30 mile radius of the 1 x A - Ihe projected long-term pro- i i life of the quarry is 75-100 i site preparation general con- i n at the new quarry site is R. A. - C. Inc. Eden N.0 SonsN.C. �L site o trSfor the site work is � visited the en site work ement earn - vice the olds an maturated B- y highway and public Cat dozers were used to assist Cat 621 scrapere in loading at the quarry site. work. They operate Approximately 500,000 yards of rock and sandy clay required removal. lee of their Eden, N.C. lel m. 0 tons i stabi- check were n u & Sons subctaim .,grubbing of the at ment. Inc. of Mir ubcontractor used a grapple-eauir required clearing. at the site began In R. A. Zlglar'& Sons r equipment fleet and it phase of excavation :tea of the quarry site, cubic yards of excava- ackpiled and placed in areas. Controlled IBIS .the building pad sites did shop areas and de- file access made from ito the building sites. ely 12-14 feet of the d, day material was re- West Equipment,Inc. was the clearing and grubbing subcontractor. They used e.'granhe mck quarry a Komatsu excavator, equipped with a grapple attachment, to help clear the 121 gereParmwem haul- Alamance County site. - 1s Luck Stone Corp.... In May, building construction Luck Stone will use local conu started under a separate contract trucking to haul the products, also installed. Almost 600 tons of 857-type stone was used for pipe sta- bilization. Teem Contractors Co., Inc. of Mebane, N.C. is the subcontractor for slone and pavement installation for roads on the site. The base stone requirements for the site access roads and parking areas will total about 5,000 tons. Approximately 600 tons of H-bind. or base course mix will be required for the mads. The I-2 asphalt surface course requirements are about 130 tons. Mebane Shrubbery is the seeding subcontractor for R. A. Ziglar & Sons. The firm will apply permanent seeding on 25-acres and temporary seeding for 35-acres. R. A. Ziglar & Sons is scheduled to complete the site preparation in Au- gust. with: building general contractor The site design was provided Myrick Construction, Inc. of Biscoe, N.C.:They will build the 75-foot by Alley, Williams, Carman, & Ki'. 90-foot shop building within the 300- Inc. of Burlington. The designer foot by 500-foot maintenance area. Darrell Rissell, P.E. They,will also build miscellaneous storage buildings and do the crash- ing equipment foundation work. Mining facilities, including crush. ing equipment and conveyor sys- tems,; will he installed by the Con- struction Division of Luck Stone. An estimated million dollars -plus of crushing equipment will be installed at the site. Initial stone production should start in mid -summer with most of that product used on -site un- til the plant officially opens in early Fall. The plant is expected to employ approximately 20 workers, and They Jenkins will be the plant manager. The President of Luck Stone Ct is Charles S. Luck, 111. Other Li Stone officials include Chen Powell, Jr., senior vice preside sales, and John Bonbon, senior t president -operations. Luck Star Vice Prosident-Corporate Devel ment is Joe Andrews, Jr., and Fort Wiseman is the construction man er. The company also operates Luck Stone Centers which prov stone products for commercial o struction, landscape, and he building industries. One of the centers is located in North Carol. at Greensboro. Project haul roads ware maintained by a Cat 12G grader. Ca1815B compacted and spread fill material with its pu The unit was also used to spread some fill material. blade. The deepest fill was a 30-it, berm area of slockpil Scrapers travelled approximately a mile of haul roads to excavated material. Controlled fills were required for but deposit excavated material at fill areas. ing sites and access roads. County Board Approves Secondary Roads FLnding HENDERSON, N.C. — The Vance County Board of Commis- sioners has approved the proposed secondary roads program for the county for ¢sal 1988-89. The county will receive $264,851 for the secondary roads program dur- ing the year, along with $37,800 which won't be spent in the current fiscal year, making the total in the coming year 5302,651. Transportation officials said 65 percent of the secondary roads mon- ey in Vance County will be ear- marked for paving of unpaved roads, 20 percent will be used for Improving unpaved roads and 15 percent will be used for spot stabilization of road- ways. If rights -of -way are unavailable on some roads scheduled for paving next year, the money for those proll- ects will be used for the next made an the priority Bst. Design Contract Awarded For Tobacco Processing Facility CHESTER, Va. — E. G. Smith Construction Products, Inc. has been awarded a $1 million contract by Philip Morris, U.S.A. of Chester, Virginia to design, furnish and erect a Feamwa6, Metal Wall Panel, and Aluminum Curtain Wall System for its Tobacco Processing Facility. The project consists of awe bui d- ings which connect a[ one well: the Tobacqo Prep Building and the Spe- ©et Pence 5 Building. The new f ie li- ties will utilize over 446,000 square feet of Smith§ Dyna Span, THmwaB, and Explosion Release Metal Wall Panels; Vertical Foamwall; TAF-4 Curtain Wall Window System; Glass and Glazing; and Louvers. Construction is scheduled to bel May 6, and is slated for complex August 22. Sml[h engineers, fabricates, a erects wall and roof systems for eo mercial, industrial, and instituxa buildings. $18 Million Modernizatit Planned At Tire Compel FAYETTEVILLE. N.C. — 0. cialsrecen0y announced plans for $18.8 million expansion and in ernization project at the. He] Springfield Tire Company's Fayel vibe plant. The expansion Is scheduled to gin immediately and should be cc pleted by the end of 1989. The In ect will Involve construction a 29,000-square-foot addition to I rear of the 2,000,000-square f plant to provide more products apace. 1a CONSTRUCT -If alley, williams, carmen, & king, inc ENGINEERS & ARCHITECTS P.O. box 1179 / 740 chapel hill road burlington, north Carolina 2721S telephone 919/226-SS34 November 2, 1987 Mr. Forest Wiseman Luck Stone Corporation Poet Office Box 29682 Richmond, Virginia 23229 Subject: Burlington Plant Alamance County, North Carolina Dear Forest: I have scheduled a meeting for us to meet with Mr. Tracy Davis, and Mr. Thomas Carroll. Mine Specialists on November 12, 1987 at 10:00 A.N. Our meeting will be in the Archdale Building in Raleigh. Sincerely, ALLEY, NILLIAMS, CARMEN, & RING, INC. �22` C�6 y2POG Or arrell L. Auaeell, P. B. vel DLR/sj `FCjo m cc: Tracy B. Davie ✓ LAURENCE A. ALLEY, P.E. HERBERT A. CARMEN, AI.A HAYWOOD B. KING, P.E. DARRELL L RUSSELL, P.E. J. EARL WILLIAMS, P.E., RET. I Lucl�slexe. Allz� lu,ll,a�� �arvr a k"7_1 ync, _10:0Z 3/id s7 - a,Ivtp A vtcew$-- �f — NPDS aN�eaF.., aw,be2-GoY — ke{- rece,ve� - S(.nQ&_ 44ere, lu- isto �ou.( rs % amre_ Cm Fr. -.goys m,fl drp� Ad- (CasJ- Ste' 1ia+r- slrern- -awes -�vw.- Sb' unrk. r3 area�� - fl1G( STo, S po, Box Z9662 Qrkmcrr' (/a, z32L9 CSo.4) 784-3335 _ �ner �f/,�i0sr ,io�v. �, Rau.(a,.- - 5enror �1tG f fts,o(p..�f" OPercF�a�S UKpo' MYYGSi E,-Wr . - �onsFruoFic` s9er ?� /✓lfs ��/i�ur - ro_j2 l n'ineE✓ TY�"f I A/,VIS C�2YU L �cane6wrner — Envtr�.mz,..te.Q /Sa�tJ.��,ne�,r /t'tiP.�, �i(tlp+us'tar»�F 4-�=ine� �itL_�•m¢ySaQrcti,�ev_%s C9r9)Zu-553tF p,o, 8o c ,i 79 / 7Vo (' Nll �tulC $wGn,(sr N.C. Z77lK ---- -- - Da.rrLll- L. p4v%g).l) PE,_— Engiinur __- 41 MATCH LINE INSERT" E �T J l %J n JORN J. NICKS —� I c--� °ao -�' C6L'Dfi� JR, ARR � IT OT' � \\ l I � � \ � +FYS� � �A -"k3 e.F_. I If r n n' � s" o � IF N lazz E: 2 �11GW �+ , 4- N r v�,�I. ,5T�4* y <tJ (GABL�RREN olskisALI / � zQ � � 6 Qp IGI . R.E. FAULKNER, bt u: e ARM q _ 0 efsa � � ? R HYDROLOGY t'• Al1R J IT ;SCALE, u TCK nx WRIE OWN MIX W ILLIAM H. FONVILLE _ � r' k t(TUR E : TED_ U , EA 1; W &AALE / r w c � E ttYDROL00Y WELL J , aOH — W. JERRY FONVILLE �m W v - _ •�.T I I PLANT Anr'D �v 1 s / STOCKPILE AREA 'sz E 1 sl HYDROLOGY WELL ! MARTIN MARIETTA CORP. ! ART:,•zo"E f., JERRY W.RUDD N MARTIN MARIETTA CORP. SIN } I If— AREA �Y NR9'Ia47'E— _ � � �' �..i � sto�2n�WA �13o.Rz ------ 10 EA 12G.* ' r_ , 6� a ITT � �'{£ E.NTibN SINS ua R E�� ROLOGY ,. EXPANSIO I I - c 11 ! I \ \\� FULLER �{ w _ If IT, f � � PAN N0 1 <� i :, �� I! 'i v A —� v„��r 5TDCKP1L AREA � � \�i�- � �. , ,'� e_. r � � �_ � ,ter /r/,.i�� � S✓ � V t If CLARENCE FULLER 1L\`,F. A v \ Z L - { w S o Ci- O rKJ VIT T 'r �� _ If U VRE (jW OIPMAN If I .n061w- .w 1 m FRED M. FLORENCE �0 ". FHB OROLUGY 1TE x `.., .i�T �'> / -_ YR,y EN71 OM1,.:- f: r /i ���$7CLAR8 o, EowE _ HIRMA(N W E, L-L .eno" v. .I ,, II VI�V /r i .` /� VV� rLA r ��.,.�; C �� MINE MAP If _�� AbmencCou Re Cn1Y�N.C. Iff MINE MAP PREPARED BY �o Ali I'.. ���• - 'A ALLEY, WILLIAMS, CARMEN t KING; INC. If .« e ,.�� `V C�ORE OF 7i^•.\ \\, • 1 \\\�\\ .� 1'\\�j�f�l `'. II % d l'./ �l. DATE OF Xt/MNp�r JtlX6 4.INT �� I �S h O � \ 15ti� f `'�:o. //���� i /�!; w ,i / -� ,�'` \ ,rr_.,. RE49EA M[31Mt _` --' rOPOGRAPNiCMAP �PREPAREO I TE SOME MAP 1 OCT 3i$T •'""P^• ..c OF JOB N0. B1H1 E _- � � RFVISEO OI/25/MR r� Ulan* S=01 May 2, 1988�d ��(J P.O. Box 29682 �R'J 9 Richmond, Virginia 23229 nl/a�x/Y 804-784-3335 sfpT/p�, State of North Carolina Department of Natural Resources & Community Development Division of Land Resources 512 Salisbury Street Raleigh, N.C. 27611 Attn; Mr. Thomas E. Carroll, P.G. RE: Burlington Quarry - Alamance County Dear Mr. Carroll, I am writing this letter to confirm the status of several items relating to our permit at the reference site. On April 26, 1988 the three (3) additional monitoring wells were completed under the direction of our Hydrology Consultant, Mr. Don Hathaway, P.G. Proper permits were obtained from the Division of Environmental Management. The five (5) wells required are now in place with monitoring scheduled to begin in May. Also, I am pleased to report that our pre -blast survey was completed on April 16, 1988. We requested that the owners of all residences and business establishments, within 250Y of the quarry location permit the survey to be conducted. Of the 31 requests mailed, 16 owners responded by allowing the survey to be conducted on their property. Copies of the survey, conducted by Vibra Tech Engineers, will be forwarded upon our receipt of the reports. Let me know if you have any questions or if I may be of any assistance. Very truly yours, LUCK STONECORPORATION �L/.r�rti� �.-.._ orr t E� Wiseman Cons ruction Manager Bealeton FEW/cac Burkeville Burlin��Ion, N;C. Charlohesvtlle Elkton cc: Milton Rothweiler Fairfax Quality Control Greene Greensboro, N.C. Leesburg Manakin Powhatan RockvIle Staunton Sterling Sp6ed- Letter. To _ Yi� /%l �✓; From Y subject I. MESSAGE/'� (/ � /' bCI N 01 5 JZ/z%�Sfl '/'+4ft, rOW: REPLY Date Signed WllsonJones - - - SENDER —DETACH AND RETAIN YELLOW COPY. SEND WHITE AND PINK. COPIES WITH CARBON INTACT. - {.: -� _ _ ._ �iY ., -: - :a, r _. �_ .� � - '�, .. �� - it .;•. _ 1,y` DEPARTMENT OF NATURAL RESOURCSES& COMMUNITY DEVELOPMENT LAND RESOURCES DIVISION LAND QUALITY SECTION TELEPHONE LOG 2. Conversation with: 3. Content of conversation: Sheet Date �aa// County l'f16/�4� Call received _Cell placed /;Kl .- Filled by: : z DEPARTMENT OF NATURAL RESOURCSES 6 COMMUNITY DEVELOPMENT LAND RESOURCES DIVISION LAND QUALITY SECTION TELEPHONE LOG - Sheet Zi Date/zy County Call received _ Call placed 61D Filled by: DEPARTMENT OF NATURAL RESOURCSESd COMMUNITY DEVELOPMENT LAND RESOURCES DIVISION LAND QUALITY SECTION TELEPHONE LOG - Sbeet 3 Date 5 Z County Call received _ Call placed � Pilled by: MINE INSPECTION REPORT Land Quality Section 1. Operator:///�JS�O/%P 2. Mine Name 3. County:. ��jr�j>,p./j+4. I)s site permitted? Yee o_ S. Permit No!�i(�-�j/, 6. Person(s) Contacted: ` y G�%J" i3" /yf�� �nri e' 7. Was mine operating at time of inspection? Yes N g, Pictuxes7 YesT No_ 9. Date Last Inspected:_/_/_10. Any mining since last inspection? Yes VFNc,, 11. If mine is not under permit cite evidence of recent mining activity: %r 441< 12. Are public safety provisions in compliance with the permit? Yee_ _ 13. Is the mine in compliance with the Operating Conditions of the permit? Yes N If no, explain: 14. Is the mine in compliance with the Reclamation Conditions of the permit? Yes No_ If no, explain: tl 0 15. Did any of the above deficiencies result in offsite sedimentation? 16. Is the Annual Reclamation Report and map accurate? Yes No_ If no, 17. Other recommendations and comments: IB. Follow—up inspection needed? Yea f/Flo Proposed date: 19. Copy of report sent to operator? YeazeK—/ No_ No. of add'l pages (date) INSPECTED BY: G��LEr7� DATE:/�/ z 0 H ti 0 w N a� H N a a �J �J(wv' �I eo m w F V w n 0 m P. c w H U W P. w N Ulan* S"MME COIyOII'81100 March 1, 1988 P.O. Box 29682 Richmond, Virginia 23229 804-784-3335 Bealeton Burkeville Burin Lon, N.C. Charlottesville Elkton Fairfax Greene Greensboro, N.C. Leesburg Manakin Powhalan Rockville Staunton Sterling olk 449 74 �Nv fggo�!/a �0��Ej State of North Carolina yFCTi'� Department of Natural Resources 8 Community Development Division of Land Resources 512 North Salisbury Street Raleigh, North Carolina 27611 Attention: Mr. Thomas E. Carroll, P.G. Re: Burlington Quarry - Alamance County Dear Mr. Carroll: Luck Stone Corporatiion has received and reviewed the draft for the mining permit in Burlington, N.C.. We concur with the Operating Conditions on page 3. thru page 9. One item, page 4, paragraph 5. C., generated a question which we would appreciate a confirmation of. The monitoring frequency, for the static water levels in the monitoring wells, was understood to be monthly not weekly as shown. It would appear a relatively minor point, but will impact on our staffing level for the Burlington Plant. We are most appreciative of the Division's time and efforts in processing our application. We have been treated with utmost professionalism and courtesy. We are looking forward to many years of successful operation in North Carolina. Very truly yours, LUCK STONE CORPORATION c G 4� Forrest E.Wiseman Construction Manager FEW/dg NORTH CAROLINA DEPARTMENT OF NATURAL RESOURCES AND COMMUNITY DEVELOPMENT Date 3/y 19 To: Remwks: LU !4 ckrc/ A /FJ7Yl �r �e�i r� � aGl�trfrsx Y"�1e c�,a„�_ tr✓ - .mom D Mu rd IIY ❑ N9.. NNI .M IwN ❑ x.n .,d .,w. �. .. D rw m�.�.w, va.. D xon .w ...�..nan xu. ❑ a .av ma..a� ❑ a ra+ •eww•� ❑ vm.. �wh a n ow•lu. ❑aw ❑ ...xn wv. m. amm AIM �. a.l.v.n TO wa fwFse alley, williams, carmen, & king, inc ENGINEERS & ARCHITECTS P.O. box 1179 / 740 chapel hill road burlington, north Carolina 27215 telephone 919/226.5534 March 17, 1988 R. A. Ziglar A Sons, Inc. 833 S. Van Buren Road C Eden, North Carolina 27288 Subject: Luck Stone Corporation Burlington Plant Gentlemen: The preconstruction conference was held for the subject project at the office of Alley, Williams, Carmen, 6 Xing, Inc. Thursday, March 17, 1988 at 9:30 R.M. Those in attendance are listed below: NAME Darrell Russell Bob Holliman Robert A. Ziglar, I1 Henry Martin Chip Turner David H. Ward Abner Broody John Bauman Bryan W. Smith Forrest Wiseman REPRESENTING Alley, Williams, Carmen, 6 Ring, Inc. R. A. Ziglar R. A. Ziglar R. A. Ziglar N.C. Department of Transportation Land Duality Section - NRCD Land Duality Section - NRCD Luck Stone Luck Stone Luck Stone The following major items were discussed: 1. N.C. Department of Transportation requirements: Chip Turner discussed D.D.T. requirements for the acceleration lane. He needs to be notified prior to activity on the road. The D.D.T. will check the subgrade prior to placing ABC Stone and also check the stone prior to placing the binder. All signing will be done in conformance with D.D.T. requirements. All areas disturbed shall be seeded and mulched. The D.D.T. will make a final inspection of the work. LAVRENCE YWOO A. ALLEY, P.E. HERBERT A. CARMEN, A.I.A. XRELL L. B. SELL, P.E DARgELL L. RVBBELL, P.E. J. EARL WILLIAMS, P.E., RET. El 1 R. A. Ziglar b Sons, Inc. Page 2 Subject: Luck Stone Corporation March 17, 19M Burlington Plant 2. Mining Pemit Discussion: Abner Braddy and David Ward discussed the following: a. Strict adherence to erosion control sequence and methods was stressed. Is. No activity in the 501 strean buffer except at road and pier crossing. c. Max. slopes 2:1. d. Notify DEN prior to First Quarry Blast (not construction blast). Give 2 - 3 days notice. e. Observation wells to be completed 30 days prior to first quarry blast. f. Major plan modification require prior approval before proceeding with work. g. Supply on site telephone numbers when obtained. h. Maintain all temporary measures. 3. Others a. Alley, Williams, Carmen, B King, Inc. is proceeding with staking the road, maintenance area, and clearing limits. b. Ziglar is anticipated to initiate clearing activities the week of March 21, 198B. C. The meeting was adjourned and participants went to the site for an on -site preconstruction inspection. Sincerely, AWILLIAMS, CARMEN, 6 KING, INC. LLEY, J Darrell L. Russell, P. E. DLR/t cc: Forrest Wiseman, Luck Stone Abner Braddy, DEN Chip Turner, D.D.T. ✓Thomas E. Carroll a '��� Irk• State of North Carolina Department of Natural Resources and Community Development Division of land Raolntes 512 North Salisbury Street a Raleigh, North Carolina 27611 James G. Martin, Covemor Stephen G. Conrad S. 7bprmap Rhocim Spry February 26, 1988 Director Mr. Forrest E. Wiseman Construction Manager LuckStoneCorporation P.O. Boa 29682 Richmond, Virginia 23229 Re: Burlington Quarry Alamence County Dear Mr. Wiseman: Your application for a mining permit for the Burlington Quarry in Alamence County has been reviewed. Enclosed is a draft of the mining permit proposed by the Department. The conditions in the draft permit were based primarily upon information supplied in your application with conditions added if necessary to ensure compliance with The Mining Act of 1971. Also enclosed is a form for your use in securing the required $50,000.00 surety bond. For your convenience, I have enclosed a bond form and an assignment of a savings account form. The name on the bond or assignment form must be the same as the name appearing on the application for a mining permit. In addition to one of these alternatives you may, upon request, substitute a cash deposit, mortgage of real property or negotiable securities. Please review the draft permit and contact this office should you have any objection or question concerning the permit conditions. G.S. 74-51 provides the operator 60 days following the mailing of application approval notice in which to file the required surety. The permit will be issuedwhen the required surety has been received. Ro mining may be conducted until the permit is issued. G.S. 74-65 states that the issuance of a mining permit does not supercede local zoning regulations. The responsibility of compliance with the applicable zoning regulations lies with you. pfl Sm r , SAeieK 14" Gmhm X*11-7W Tekplane 9137n33833 " An rpld Oppmwniry Ammumr Aobn 6,w10 Mr. Wiseman February 26, 1988 Page 2 Please advise if you should have any questions concerning this matter. Sincerely, nn AA :J/ Thomas E. Carroll, P.C. Mining Specialist TEC/cft Enclosure cc% Mr. Doug Miller, P.E. DEPARTMENT OF NATURAL RESOURCES AND COMMUNITY DEVELOPMENT DIVISION OF LAND RESOURCES LAND QUALITY SECTION P E R M I T 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 Regulation 15 NCAC 5 B, and other applicable laws, rules and regulations Permission is hereby granted to: Luck Stone Corporation Burlington Quarry Alamance County — Permit No. 1' 05 1� 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. Page 2 of 9 In accordance with the application for this mining permit, which is hereby approved by the Department of Natural Resources and Community Development, 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 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, 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. nafinitinnn 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. Conditions The permitted mining operation shall not violate standards of air quality, surface water quality, or ground water quality promulgated by the Environmental Management Commission. ALr- This permit shall be effective from the date of its issuance until and 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: Page 3 of 9 OPERATING CONDITIONS: 1. Wastewater and Quarry Dewatering Any wastewater processing or mine dewatering shall be in accordance with the requirements and regulations promulgated by the N.C. Division of Environmental Management, Water Quality Section. 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 regulations promulgated by the N.C. Division of Environmental Management, Air Quality Section. The access (plant entrance) road shall be paved from its junction with Sandy Cross Road (SR 1752) to Station 4 + 00 shown on Sheet No. 7 of 8 of the Site Plan dated October 1, 1987. 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 Sufficient buffer shall be maintained between any affected land and any adjoining waterway to prevent sedimentation of that waterway from erosion of the affected land and to preserve the integrity of the natural watercourse. In particular, a 50 foot wide undisturbed buffer zone shall be maintained between Boyd's Creek and any land disturbing activity. The buffer zones shown on the Erosion Control Plan dated October 1, 1987 and revised January 25, 1988 shall be maintained to prevent caving of any adjoining property and to allow grading of the side slopes to the required angle. These buffer zones, with the exception of the installation of required sediment control measures, shall remain undisturbed. 4. Erosion and Sediment Control ar leark-k in,�' ✓ A. The operator shal otify the Wi on -Salem Regional Office, Land Qlisturbing activities indicated in the approved application for a mining permit. B. Adequate mechanical barriers including, but not limited to diversions, earthen dikes, brush barriers, silt check dams, silt 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 or natural watercourse in proximity to the affected land. Page 4 of 9 C. The Erosion Control Plan dated October 1, 1987 and revised January 25, 1988 shall be followed. 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. Such areas include, but are not limited to, expansion outside of the initial pit area (12.0± acres), creek crossings, or expansion of overburden disposal areas. 5. Groundwater Protection A. The five observation wells denoted as B-1, B-BA, B-8B, B-8C, and B-9 on the Mine Map dated October 1, 1987 and revised January 25, 1988 shall be monitored at least 30 days prior to initiating any excavations of consolidated material (rock) in the initial pit area to allow for the determination of pre-existing (static) groundwater levels. B. The observation wells shall be drilled wells cased into consolidated rock and grouted to the surface. The wells (boreholes) shall be extended to the first water bearing zone in the consolidated rock. The wells shall be secured against unauthorized entry with a lockable cap. The necessary permits to construct these wells shall be obtained from the N.C. Division of Environmental Management, Groundwater Section. C. The observation wells shall be monitored at --the same day ✓ and approximate time of day for twelve (12) consecutive months following the installation of the wells. The static water levels shall be referenced to da ,`�point and a record of the water levels maintained. The recipitation and the volume of pit water discharge shall also be recorded. Copies of these records shall be provided to the Department on or about the end of each month. Static water level monitoring frequency may be increased or decreased following the initial twelve (12) month period as deemed appropriate by the Department. 6. Graded Slopes and Pills 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 offsite 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 the pit shall be graded to a minimum 2 horizontal to 1 vertical and shall be stabilized within 60 days of completion. Page 5 of 9 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. BlastinE The operator shall provide to the Department a copy of any pre -blast surveys conducted. Furthermore, the operator shall provide to the Department a copy of the findings of any seismic studies conducted at this facility. The operator shall make every reasonable effort to incorporate the report's recommendations into the production blasting program. The following blasting conditions shall be observed by the operator to prevent hazard to persons and adjacent property from thrown rock or vibrations: A. In all blasting operations, except as hereinafter otherwise provided, the maximum peak particle velocity of any component of ground motion shall not exceed 1 inch per second at the immediate location of any building regularly occupied by human beings such as dwelling house, church, school, public building, or commercial or institutional building. The operator shall monitor each blast with a seismograph. B. Airblast overpressure shall not exceed 128 decibels linear (dBL) as measured at the immediate location of any regularly occupied building such as any dwelling house, church, school, public building, or commercial or institutional building. C. The operator shall take all reasonable precautions to insure that flyrock is not thrown beyond areas where the access is temporarily or permanently guarded by the operator. Should ftlyrock occur beyond the guarded area or the levels in Items A and B above are exceeded, the operator shall report the incident to the Department immediately and further use of explosive at the site shall be immediately suspended until the following actions have been taken: 1. A thorough investigation as to the cause(s) of the incident shall be conducted. 2. A satisfactory report detailing the investigation shall be provided to the Department within 10 days of the incident. Said 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. Page 6 of 9 The report shall meet with the approval of the Department before blasting may resume at the site. Failure to take corrective measures to prevent flyrock and repeated instances of flyrock shall be considered a violation of this permit. D. The operator shall maintain records on each individual blast describingt 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; and blast location. Records shall be maintained at the permittee's mine office and copies shall be provided to the Department upon request. E. The operator shall, when requested by the Department, give 24 hour advance notice to the Land Quality Section prior to any blast during a period for which notice is requested. 9. High Wall Barrier A physical barrier consisting of strands of barbed wire (total of maintained around the perimeter public access. 10. Visual Screening a 48 inch American wire fence with 2 60 inches overall height) shall be of any highwall to prevent inadvertent A. Existing vegetation or vegetated earthen berms shall be maintained between the mine and public thoroughfares whenever practical to screen the operation from the public. B. Berms shall be located as shown on the Erosion Control Plan dated October 1, 1987 and revised January 25, 1988 and shall be constructed prior to initiating quarrying activities. In addition to grasses, the berms shall be planted with mixed evergreen seedlings on a minimum 6x6 staggered spacing. 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. Approval to implement such changes must be obtained from the Department prior to on -site implementation of the revisions. 12. Refuse Disposal No on -site disposal of refuse or other solid waste that are 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 the Department of Human Resources, Division of Health Services and the Department of Natural Resources, Land Quality Section. The method of disposal shall be consistent with the approved reclamation plan. Page 7 of 9 13. Annual Reclamation Report An Annual Reclamation Report shall be submitted on a form supplied by the Department on February 1 of each year until reclamation is completed and approved. 14. Bones ✓ The security which was posted pursuant to N.C.G.S. 74-54 in the form of n PTI/I 1v�tvaca�k — is sufficient to cover the operation as indicated on the approved S� �6 Le-" application. This security must remain in force for this permit to be Z-"a�f 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 8 of 9 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 1. 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, 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 CONDITIONS: 1. Provided further, and subject to the Reclamation Schedule, the planned reclamation as depicted in the Reclamation Plan of the initial permit application shall be to allow the quarry excavation to fill with water, provide a permanent barricade along the top of any highwall, and grade and revegetate any areas in unconsolidated material. Page 9 of 9 2. The specifications for surface gradient restoration to a surface suitable for the planned future use are as follows: 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. The settling ponds shall be drained, backfilled and stabilized. The retention pond shall remain as an acceptable lake. 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. Scrap metal, trash or other such waste shall be removed from the site and properly disposed. F. The affected land shall be graded to prevent the collection of noxious or foul water. 3. Revegetation Plan: Disturbed areas shall be permanently revegetated according to the seedbed preparation and seeding schedule provided on Drawing 8 of 8 of the Site Plan and Grading Plan dated October 1, 1987 and revised January 25, 1988. 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. Permit issued this 4`�- day of *4L , 1988. By: Stephen G. Conrad, Director Division of Land Resources By Authority of the Secretary Of the Department of Natural Resources and Community Development ( M trwDD Speed Letter®, J To /�rY. .e✓ From heal PBWs, G. j7 _ 1P&6, ZUSZ, n„ltnorQ YQ• Z3Z29 ..__. %«J� Dt Sti/i- � 're �J1J B.. ,.Subject &e.ea k 9=;Y-h.� L&*- MESSAGE Date 2//Z/$$ Signed REPLY Date Signed Wilson,lones SENDER —DETACH AND RETAIN YELLOW COPY. SEND WHITE AND PINK COPIES WITH CARBON INTACT. Speed Letter® as -sot Speed -Letter® To /`tr 7r A` 17WI From tttck� Coirdi4�uY s s ?040., Z76S - J&d,I YQ-23=7 Subject 7.n'CyoC.�% -�,i., (.P.[k-f' ore C/VA NO 1 "FIND MYESeA6E Date /L " REPLY i I Date Signed WISOM1IOR G"rRECIPIENT—RETAIN WHITE COPY, RETURN PINK COW N� NINTEO IN 0sa r p u "W; APPLICATION FOR NORTH CAROLINA MINING PERMIT {dOV 1 vlc�7 Lc` �s_�noi�t In 1971, the North Carolina General Assembly created the North Carolina Mining act, General Statutes 74.50. After July 1, 1972, no operator shall engage in mining without having first obtained from the Department an operating permit which covers the affected land and which has not been terminated, been revoked, been suspended for the period in question, or otherwise become invalid. State of North Carolina Department of Natural Resources and Community Development Division of Land Resources Land Quality Section P.O. Box 27687 Raleigh, North Carolina 27611 (919) 733-4574 APPLICATION FOR A MINING PERMIT LUCK STONE CORPORATION - t. Name of Mine BURLINGTON PLANT County ALAM0.NCE 2. Name of company LUCK STONE CORPORATION 3. Home Office Address P.O. BOX 29682 RICHMOND, VIRGINIA 23229 4. Permanent address for receipt of official mail SAME AS ABOVE (804) 784-3335 - *Telephone 5. Mine Office Address To Be Determined To Be Determined Telephone 6. Mine Manager To Be Determined 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. "Slgna 4 Title 55ENL VICE PRESIDENT - OPERATIONS Date NOVEMBER 39 1987 'The Land Quality Section should be notified of change in permanent address or telephone number. "Signature of company officer required. APPLICATION FOR A MINING PERMIT A. General Characteristics of Mine. 1. Total acreage at site. 300 Acres owned 150 Acres leased 150 Property owner if leased Horner Company ---THE HORNER COMPANY 2. Name of materials mined: Granite Gneiss 3. Mining method: Hydraulic Dredge Underground Shovel & Truck Dragline & Truck Self -loading Scraper Other, Loader & Truck 4. a. Expected maximum depth of mine 500' b. Expected average depth of mine 400' 5. Area of previous activity: (Identify these areas on your mine map.) a. Area of previously affected land at present site that is inactive and has not been reclaimed: None - New Mining Site (Note: Mine map should clearly indicate any disturbed areas not to be Included in this permit application. Explain why these areas should not be included.) b. Acres previously reclaimed at present site None 6. Present (premining) use of the land (estimate acreage for each): Cropland 25 Pasture 15 . Forest 249 FishMildlife Recreation Other 7. Proposed land use after mining and reclamation has been completed: Cropland Pasture 125 Forest 71 FishlWildlife90 Recreation Other 14 B. DETERMINATION OF AFFECTED ACREAGE AND BOND 1. Number of years for which permit is requested 10 (10 years maximum). 2. Total affected acreage to be disturbed during initial year of operation: a. Area used for tailing ponds 1 _acres b. Area used for stockpiles 27 acres c. Area used for waAla plies (Earthern Berms) _10 acres d. Area used for processing plants and onsite haul roads 14 ^acres e. Area of mine excavation, including areas being prepared for mining, actively mined, and inactive but not reclaimed. 12_acres f. TOTAL a-e 64.5—acres 3. Estimate the maximum amount of land to be disturbed and unreclaimed at any one time during the life of the permit. 30 acres 3 ter■■ � APPLICATION FOR A MINING PERMIT 4. Check acreage to be bonded': Total affected acreage figure from E2f OR B3 (page 3) whichever is larger, equals acreage to be bonded. (See 15 NCAC 58.0003 for bond amounts.)' 0 - 4.99 acres 5 - 9.99 acres " 10 - 24.99 acres X 25+ - acres 5. WIII your company file a blanket bond covering all of Its mining operations In North Carolina? Yes X No Sp�Ooa C. PROTECTION OF NATURAL RESOURCES a. WIII the operation Involve washing the material mined, recycling process water, or other waste water handling? Yes X No b. Will the operation involve dewatering the mine or discharging fresh or waste water from the mine or plant? c. If you answered yes to either question 1a or tb, provide evidence that you have applied for or have obtained a water quality permit from the Division of En- vironmental Management Sec Attached I ettrr From Arthur Mouberrv- P.E. August 13, 1987. 2. a. WIII the operation involve crushing or any other air contaminant emission? Yes X No If yes, indicate evidence that you have applied for or have obtained an air quality permit issued by the Division of Environmental Management, Department of Natural Resources and Community Development. See Attached Letter From R. Paul Wilms, September 14, 1987. b. How will fugitive dust from stockpiles, haul roads, etc. be controlled? A Johnson Marsh dust control system will be utilized to minimize fugitive dust from conveyors and stockpiles. A water truck will be utilized to (� ih/I control haul road dust.—A-tCuck spray s will be provided to minimize 1Vd ��t N. —emissions from customer trucks. *in lieu of the surety bond required by this section, the operator may tile with the Department a cash deposit, negotiable securities, a mortgage of real property accep. table to the Department, or an assignment of a savings account in a North Carolina bank on an assignment form prescribed by the Department. The amount of land disturb. ed and unreclaimed at any one time must not exceed the bonded amount. The mining permit is issued only for that area Covered by the bond. APPLICATION FOR A MINING PERMIT 3. Generally describe the sequence of land disturbing activities and reference the se- quence to the mine map(s). For the purpose of establishing a sequence, the 10 year operative plan will be divided into (4) phases. Phase I will involve the construction of the.entrance road from Sandy Cross Road to the maintenance area and the maintenance hardstand.area. In addition, the overburden removal will commence in the northeastern quarter of the quarry. Berm construction, with the overburden, will commence along the northern property line. Phase 2 will involve the continued removal of overburden from the initial quarry site and related berm construction plus installing the Boyd'Creek crossing and the crossing of the tributary to Boyd Creek. The drainway diversion will also be constructed. Phase 3 wiIl see the completion"of the access road to Carter Road, the construction of the berm along the eastern property line, the completion of the removal of the overburden from the initial quarry site, and the grading of the plant/stockpile area. The berms along the...northern property line will also be completed. Grading of the office/parking area will also be completed. Phase 4 will entail the expansion of the quarry to the projected 10 year area and the construction of the berms along the western boundry. 5 i APPLICATION FOR A MINING PERMIT 4. a. How wide a buffer will be maintained between any mining process and any ad- joining property or highway right-of-way? A minimum of 125' of buffer, except at public access points to the property, will be maintained. This buffer shall be left in an undisturbed condition or enhanced by constructing earthern screening berms a minimum of 20' in height. b. Describe other methods to be taken during mining to prevent physical hazard to any neighboring dwelling house, public road, public, commercial or in- dustrial building from any mine excavation. Locate all such structures on the mine map if they are within 300 feet of the excavation. All blasts will be conducted by a certified blaster utilizing up to date controlled blasting technology. The company blasting S.O.P. will be used for all blasting procedures. All blasts will be monitored by seismograph (see attached Standard Blasting Procedures). Also, screening equipment and finish plant crushers will be installed in enclosed structures. There are no existing structures on adjacent property within 300' of the excavation. c. Describe what kind of barricade will be used to prevent inadvertent public entry along any high wall area. fencing, consisting of 48" American wire plus 2 strands of barbed wire (total of 60" O.A. Height) shall be constructed. The fence shall -be constructed so as to prevent public entry along the high wall area, plant area and maintenance area. Open pit warning signs will also be posted at appropriate locations along the fence lines. 6 APPLICATION FOR A MINING PERMIT 5. Describe erosion and sediment control measures to be taken before and during mining to prevent offafte sedimentation (Include specific plans for erosion control for mine excavation, waste piles, and process areas), and give a sequence of in- stallation. Location(s) of erosion and sediment control measures must also be in- dicated on mine map. Engineering designs and calculations shall be required when needed to justify the adequacy of proposed measures. Erosion will be controlled on site with the use of the following practices - permanent stormwater retention basin, temporary silt pits, rock check.dams, rip rap placement, silt fences, temporary ditch lines, and the establishment of temporary and s/ permanent vegetative covers. These devices are shown on the attached detail plans showing the grading plans and the erosion control plans. Engineering calculations are attached as Exhibit -A. The sequence of installation of the erosion control measures are shown on the erosion control plans. 6. Describe methods to prevent landslide or slope Instability adjacent to adjoining properties during mining. All fill slopes shall be finished to a maximum of 2:1 slope. They will be stabilized by the planting of grasses during the first planting season after the berm is completed (see attached Scope Of Work for proposed rates and schedules). 7. Are acid producing minerals or soils present? If so, describe how acid water pollu. tion will be prevented. No acid producing minerals are believed present in quantities to result in acid water pollution. APPLICATION FOR A MINING PERMIT 8. Describe plans for screening operations from public view such as maintaining or planting trees, bushes or other vegetation, building berms or other measures. The location of visual screening should be shown on the mine map. - The use of earthern berms will provide the principal means of screening. The berms along the northern boundry have been planned to provide the maximum site screening. The remaining buffer will remain undisturbed or, where practical, additional mixed evergreen trees planted to supplement existing conditions. We also propose to plant tree seedlings on the berms after vegetation has been established on the berms. 9. If explosives will be used, describe what precaution will be used to prevent physical hazard to persons or neighboring property by flying rocks or excessive air blasts or ground vibrations. Locate the nearest offsite structures on the mine map. All blasts are to be conducted according to the attached *STANDARD BLASTING PROCEDURES. * Standard Blasting Procedures subject to change depending on available technology or site conditions. a APPLICATION FOR A MINING PERMIT 10. What Is the depth to the ground water table? If the mine excavation extends below the water table, how will mine dewatering Impact neighboring wells? Locate any wells on the mine map that exist within bog feet of the permit area if the mine ex- cavation will extend below the ground water table. Refer to attached report, H�dro�l oy Of Luck Stone C�or oration i Proposed QuarrySite in Bur il'ngton, N.C. The hydrology study wt5 and resulting report discloses the probability of adverse effects on the groundwater to be negligable. However, Luck Stone Corporation proposes to monitor the water level in wells Nos. 1, *8, and NPyvHg�V 9 on a quarterly basin. The results will be reported on a form fj �0 "*tt acceptable to the Ground Water Section. W tve Refer to attached Hydrology Report for well location. �, t� 11. What precautions will be taken during mining operations to prevent significant adverse effects on wildlife, or freshwater, estuarine or marine fisheries? Sound erosion control measures will be taken prior to land disturbing activities. There willbe no discharge of process water from the operation. Stabilization and reclamation of the disturbed areas will be conducted concurrently so as to provide as much food and cover for wildlife as practicable. APPLICATION FOR A MINING PERMIT.`•=-'`'.`' RECLAMATION PLAN 1. a. Describe your Intended plan for the reclamation and subsequent use of all affected lands and indicate the general methods to. be used in reclaiming this land: Refer to the attached site plan and grading plan. The initial mining operation will be developed utilizing sound engineering practices to excavate, grade, and stabalize the disturbed areas. Overburden will be utilized to construct environmentally sound screening berms. The berms are to be vegetated and planted with tree seedlings, concurrent with the development of the site. The berms are designed to remain as part of the final reclamation. The excavation is proposed to remain, as a water impoundment for fish and wildlife, upon termination ` of mining operation estimated to occur in 00 - 100 years. The.plant/ stockpile, relate use, and scale areas will, upon termination of mining activities, be reclaimed as described in Line 6. These areas have potential for a variety of future use including agricultural or recreation. b. If an excavated or impounded body of water is to be left as a part of the reclama. tion, estimate the average depth of water. Will the water body be stocked with fish? If so, specify species. The quarry excavation, estimated to average 400' in depth, is proposed to become a water impoundment upon termination of the operation. Water will be directed to the excavation by routing the flow from the diversion along the northern limit of the quarry. The impoundment will be stocked with bream and large mouth bass. 1i APPLICATION FOR A MINING PERMIT RECLAMATION PLAN 2. In excavation of unconsolidated (non -rock) materials, indicate the angle of final slopes. All unconsolidated overburden shall be sloped to a maximum of 2:1 and vegetated. The grading and seeding of the permanent slopes will occur as soon asthequarry limit is established along a proposed limit line. _(i.e. the embankment into the 12 acre quarry adjacent to Boyd's Creek shall be dressed and seeded during year 1 of the operation. 3. Describe provisions for safety to persons and to adjoining property In all completed ex- cavations in rock including what kind of permanent barricade will be left. The excavated area will be well buffered by distance and/or earthern berms, In addition, a fence, 60" in height as described in 4.0 of the application is proposed to be constructed around the perimeter of the excavation. 4. Indicate method of reclamation of overburden, refuse, spoil banks or other such mine waste areas, including specifications for benching and sloping. Overburden will be utilized to construct the screening berms as shown on the plans. Additional beans to accomodate the overburden will be proposed in subsequent application for permit renewal. The berms will be constructed, graded and vegetated concurrently with the quarry ,,development. No refuse or spoil piles.are proposed on the site. t k v✓�r to The test drilling indicates the average overburden depth to be 13'- feet. &8' vt kc' Therefore a single 2:1 slope without benches to the rock is proposed �ti p Th� Fock is ropos2dd to b excavated in lifts of 50's with 25't wide benches 1[oG 84.y- 5. State w a precauWonB will be is an in reclamation to Insure that the reclaimed site is W not detrimental to animal or fish- life. between lifts. Luck Stone Corporation proposes to conduct reclamation concurrently with the mining activities. Good erosion control measures are planned to minimize sediment damage to streams. The vegetating and tree planting are intended to stabilize the disturbed areas and provide cover and feed for wildlife. 11 APPLICATION FOR A MINING PERMIT RECLAMATION PLAN 6. Describe reclamation of processing facilities, stockpile areas, and onsite roadways. Upon termination of the mining operations all processing equipment and related structures shall be dismantled and removed from the property. Foundations will be demolished and removed from the property. The stockpile/plant areas and ancillary roads (those not paved with asphalt) shall be graded in a manner to conform to the surrounding contours. The areas will then be harrowed, limed, and fertilized in .ic:cordance with soil tests for establishing vegetation. The sowing of grasses and seedlings will be in accordance with Part H. Topsoil For Top Dressing is to be stored in the southern portion of berm "D" as shown on the mine map. The maintenance building, storage buildings-, scale office, and main access roads are proposed to remain after reclamation. They are permanent structures; their usefulness will be extended beyond the mining operation. 7. State the method of reclamation of settling ponds and/or sediment control basins. Sediment control basins are proposed to be left on the site. They are situated so as to provide protection during the reclamation process. Settling and wetdown ponds will be drained and filled in with select fill, topdressed and seeded. 8. State the method of control of contaminants and disposal of scrap metal, junk machinery, cables, or other such waste products of mining. (Note definition of refuse in The Mining Act of 1971) During the operation, scrap metal, lumber, and used parts will be consigned to and maintained in an orderly manner in the maintenance area. Removal of excessive scrap metal, cable, and related wear parts shall be periodically removed from the site by contracted scrap dealer. Waste oils shall be stored in an EPA approved U.G. container and removed from site by a licensed disposal firm. The container shall be equipped with a level indicator to prevent overflow. An approved metal dumpster shall be provided for the routine waste generated from packaging, meals, and administrative functions. No contamination from toxic ores or mineral solids is anticipated. 12 APPLICATION FOR A MINING PERMIT RECLAMATION PLAN 9. Indicate the method of restoration or establishment of any drainage channels to a con- dition minimizing erosion, siltation and other pollution. Give design details of any per- manent channels to be constructed. A minor tributary through the plant and stockpile area will be stabilized during the initial construction with a rip rap liner. It is proposed that.this.r.ip rap liner would remain in place and not be disturbed as a part of the reclamation plan. It is proposed that the drainage diversion north of the quarry area will be redirected into the quarry hole. The design of this diversion will be identical to the cross sectional dimensions as shown for Open Channel No. 30 in the engineering calculations found in Exhibit A. 10. Describe provisions for prevention of noxious, odious or foul water collecting or remain- ing in mined areas. All ancillary ponds (i.e. settling and truck wet down) will be drained, filledi•n—and vegetated upon termination of the mining operation. etentionW and proposed water impoundment (quarry excavation) The � 0 wi-11 b- fe`� the perennial stream, to be diverted only during the time of quarry excavation. Quarry dewatering, under NPDES permit, will eliminate stagnation of water collectors in the excavation during Ck L mining operation. 13 APPLICATION FOR A MINING PERMIT RECLAMATION PLAN 11. Describe your plan for revegetation or other surface treatment of the affected areas. .., This plan must include recommendations for time of seeding and the amount and type of seed, fertilizer, lime and mulch per acre and general seeding instructions for perma- nent revegetation and temporary revegetation if necessary. Revegelation utilizing pine seedlings only is not acceptable. NOTE: Revegetation Plan must be approved and sign• ed by one of the following: (a) Authorized representatives of the local Soil and Water Conservation District having jurisdiction over lands in question; (b) Authorized representatives of the Division of Forest Resources, Department of Natural Resources and Community Development; (c) County Agricultural Extension chairmen or Research and Extension personnel head- quartered at North Carolina Slate University in the School of Agriculture and Life Sciences: (d) North Carolina licensed landscape architects; (a) Private consulting foresters referred by the Division of Forest Resources, Depart• ment of Natural Resources and Community Development; (f) Others as may be approved by the Department. LIME • RATE OF APPLICATION: 4000 lbs./Acre FERTILIZER - TYPE AND RATE OF APPLICATION: 10-20-10 t500 lbs./Acre SEED - TYPES(S) AND RATE OF APPLICATION: Seeding schedule SEEDING SCHEDULE: March 1 - May 20 and August 1 -October 30 Tall Fescue - 75 lbs./Acre Sericea Lespedesa - 45 lbs./Acre From March 1 - May 20 - Add Weeping Lovegrass @ 1 lb./Acre MULCH • TYPE AND RATE OF APPLICATION: Wood Cellulose Fiber - 2000 lbs. /Acre OTHER VEGETATIVE COVER�Ali Berms to be planted with mixed�kergreen seedlings after cover is established. Revegetation andlor reforestation plan approved by: Signature Title Chairman Chairman Alamance Soil b Water Cons. District 14 Date iu4r S / 98T APPLICATION FOR A MINING PERMIT RECLAMATION PLAN 12. Provide a schedule of reclamation that indicates the sequence of reclamation and ap- proximate time frame. These should be labeled on the mine map. (Add sheets If necessary) The following schedule is proposed for the reclamation to be accomplished during the 10 year period of the permit. The initial development of the site will occur during year (1) of the operation. During this stage the main access road, maintenance area, scale and parking areas, and plant/stockpile areas will-be.graded. All designed temporary erosion control structures will be in place prior to beginning related land disturbing activities. The permanent - erosion control structures will be constructed concurrently with the grading. Placement of ditch linings, stone surfaces for roads, and temporary and permanent seeding will be conducted concurrently .with the land disturbing activities. During year (1) the initial quarry area will be developed by removal of the overburden and its placement in earthern berms A", "BIN, INCH, y. "DIN, and "E". Berms "A", B" and "E" are planned to be constructed k first. Berms "C" and "D" will begin prior to the completion of the berms west of Boyd's Creek and will be completed within year (1) of the operation. Also, during year (1) the retention pond, stream diversion, and all settling ponds, and the truck wet down pond will be completed and stabalized. The projected 10 year (26 acre) quarry expansion will occur over the 9 year period remaining on the permit. It is estimated that approximately .50 to 4.0 acres of quarry will be developed per year. The overburden from the 14 acre expansion will be utilized to construct the berms along the western property line. We propose to construct this berm beginning in the north and proceeding south in increments of not less than 400 feet in length. Seeding of this berm will be conducted concurrently with its construction. Detailed erosion control plans will be submitted and approved for the quarry expansion and subsequent berm construction rp for to commencing work. 13. NOTIFICATION OF ADJOINING LANDOWNERS The "NOTICE" form or a facsimile thereof attached to this application should be sent certified or registered mail to the adjoining landowners indicated on the mine map unless another means of notice Is approved In advance. The completed "Affidavit of Notification" attached to this application must be submit- ted before the application is considered complete. APPLICATION FOR A MINING PERMIT NOTICE Pursuant to provisions G.S. 74-50 of The Mining Act of 1971, notice is hereby given that has applied (Company Name) on NOVEMBER 12, 1987_ — to the Land Quality Section, Division of Land Resources, North, (Date) Carolina Department of Natural Resources and Community Development, P.O. Box 27687, Raleigh, North Carolina 27611 for a surface mining permit to commence rn n n pf GRANITE GNEISS on 300 acres located 1 NORTH of TOWN OF HA� RIVER (Mineral, Ore) (Number) (Miles) (Direction) (Nearest Town) near road $ R^.1753 xrQRTER Rnoin _ 91 AMONCE rnl wry R (Road) (Name o1 County) In accordance with G.S. 74-50, the mine operator is required to make a reasonable effort to notify all owners of record of land adjoining the proposed site, and to notify the chief administrative officer of the county or municipality in which the site is located. The property owner may file written comment(s) within ten (10) days following receipt of this notice to the Department at the above address. Should the Department determine that a significant public interest exists, a public hearing will be held in accordance with the Department of Natural Resources and Community Development, Mining, Mineral Resources Regulation Subchapter 5B, .0011. N©VEMBER 127 19A7 (Date Mailed to Addressee) LUCK STONE CORPORATION (Address of Applicant) P.O. BOX 29682 RICHMOND, VIRGINIA 23229 APPLICATION FOR A MINING PERMIT AFFIDAVIT OF NOTIFICATION I, — DARRELL L. RUSSELL ,urruT, , an applicant, or an agent, or employee of an applicant, for a Mining Permit from the N.C. Department of Natural Resources and Com- munity Development, being first duly sworn, do hereby attest that the following are known owners, both private and public, of the land adjoining the proposed mining site and that notice of the pending application has been caused to be mailed, by certified or registered mail, to said owners at their address shown below, such notice being given on a form provided by the Department: (Name) (Address) SEE ATTACHED P-17-A AND P-17-B (Attach additional list if necessary) I do also attest that the following is the chief administrative officer of the county or municipali. ty in which the proposed mining site is located and that notice of the pending application has been caused to be mailed, by certified or registered mail, to said office at the following address: (Name) (Address) MR. ROBERT C, SMITH, COUNTY MANAGER 124 HEST ELM STREET GRAHAM, NC 27253 The above attestation was made by me while under oath to provide proof satisfactory to the Department that a reasonable effort has been made to notify the owners of record of the adjoin. ing land and the chief administrative officer of the county or municipality in compliance with N.C.G.S. 74.50 and 15 N.C.A.C. 5B .0004(d). 1 understand that It Is the responsibility of the appli- cant to retain the receipts of mailing showing that the above notices were caused to be mailed and to provide them to the Department upon request. NOVEMBER 12, 1987 Dale Signature It If person executing Affidavit is an agent or employee of an applicant, provide the following information: (Name of applicant) DARRELL L. RUSSELL, P.E. title of person executing Affidavit) CORPORATE SECRETARY - Riley, Williams, Carmen, 6 King, Inc. I, 1 Remy Twoemsm a Notary Public of the County of n, ereurc , State of North Carolina, do hereby certify that DARRE1 I I . R11aaE1I personally appeared before me this day and under oath acknowledged that the above Affidavit was made by him. Witness my hand and notarial seal, this 19 a7 . 12 Of NOTARY My Commission expires: ]UNE 209 1992 17 Notary \ 00'UB00 NOTIFICATION SENT TO ADJOINING PROPERTY OWNERS 1. Martin Marietta Corp. 10. John C. Fonville P.O. Box 30013 202 E. Parkwood Raleigh, NC 27612 Stanley, NC 28164 2. Jerry W. Rudd 11. W. Jerry Fonville, Jr. Rt. 5, Box 481A Rt. 5, Box 497 Burlington, NC 27215 Burlington, NC 27215 3. Thomas E. Fuller 12. William H. Fonville Rt. 1, Box 389 Rt. 5, Box 540 High Point, NC 27260 Burlington, NC 27215 4. Clarence F. Fuller 13. Robert S. Fonville Rt. 5, Box 242 6 Chowan Place Burlington, NC 27215 New Port News, VA 23682 5. Richard D. Shipman 14. John W. Smith P.O. Box 3505 Rt. 21 Box 412 Burlington, NC 27215 Burlington, NC 27215 S. Dillard Shipman 15. Samuel L. Cramer Rt. 5, Box 241 Rt. 5, Box 491 Burlington, NC 27215 Burlington, NC 27215 7. Fred M. Florence 16. John J. Nicks Rt. 5, Box 156B Rt. 5 Burlington, NC 27215 Burlington, NC 27215 8. Samuel Gwynn 17. Clyde Lee Warren, Jr. Rt. 5, Box 156 Rt. 5 Burlington, NC 27215 Burlington, NC 27215 9. James J. Holland 18. R. E. Faulkner Rt. 2, Box 157 Rt. 5, Box 485 Haw River, NC 27258 Burlington, NC 27215 P-17-A NOTIFICATION ALSO SENT T03 1. Duke Poker Company 508 S. Lexington St. Burlington, NC 27215 2. N.C. Department of Transportation P.O. Box 766 Graham, NC 27253 3. Green Level Water and Sewer District Alamance County 124 West Elm Street Graham, NC 27253 ATTNs Mr. R. L. Honeycutt 4. Southern Bell Telephone Engineering Department 317 East Davis St. Burlington, NC 27215 5. Alamance County 124 West Elm Street Graham, NC 27253 ATTNs Mr. Robert C. Smith County Manager P-17-B P 695 523 706 RECEIPT FOR CERTIFIED MAIL NO IMUMMM CgfMGE lllpy I NOT MR MTEWTOw MAIL ccaa R.._..._. 31 hwas E. Fuller 54aN I No, Rt. I Box 389 P.O.. Slate and ZIP CMe Hi h Point NC 27260 Powta� 5 a2 CenlNed FOR Saeoial Oew¢ry Fee ed Deuvery FOR N9�Bipl aLN am Doe De w LRMurn Racnw gd wh I MARRANd Adweasw pBYVBryexes a aro FOfa 5 ;` 198O%i b P 669 536 005 RECEIPT FOR CERTIFIED MAIL b IMSUMME COaLMBE R im MOT FOR l I MMIOX.LL MAIL (See ReX ) s0ellthern Bell Telephone P 669 538 1107 RECEIPT FOR CERTIFIED MAIL No INSURANCE ca Mmvmm NOT MR IMERXAIIONM MAIL (See Reverse) sore JL. nunwyc� Green Level WIS Dist. sneata nce County P O.. Stele and ZIP Code POslepe 5 OBANIBO Fee 7 Special Delivery fee R Ok1M ONtery Fee RNum Recelw aroxihl to aatBm and Date D¢lI Room Rmeiw Wum. DMe, and Adw OI TOTAL PoYaye and Fee L POMmah ;Date y 2 1987 P 695 523 704 RECEIPT FOR CERTIFIED MAIL rm INRWCE fOIE M ND NOT FOR INTN Tln MAIL (Sae Revenst lit chard D. Shipman Steel[ BM No. P.O. Box II Slate" ZIP cob POM p 5 a. � niwu rcx SpeoP OeY.Mry FaN„ SP in De NsT Fee ReNilNed,OBYNary F°'i timUxXap Dafrnry Fae b bY11Mn � 9pMIMMBd ;. - ohMa l al OweMlrveled P,apvh f4cMF1 BM�iq b.rlarn a IRwIMn Mae ageogge ehwn, DBb aN 8004%D/baBly ( MAT Red Adw"a 1 ppS . TOT .•aMF - S g TOTPlNbge ntl Fetie A hp FITr `j dEBw,M F{ r Z1987 P 695 523 707 RECEIPT FOR CERTIFIED MAIL NB NOT FOR INTERNATIONAL MAIL B XYL FOR IX1Romme MAIL /.Ge Rommel Sent to Jar" W. Rudd Saint eta No Box 481A P.O,. SAM and ZIP Code Burlin ton NC 27215 Postage 5 1 CeniNed Fee 7S . SOM.bI Owiuery Fee R¢ WtE OeMvery Fea "I Recemt slldeire 10 woom eta eta Dawned UP Rnum Re¢eiw alwwNp 10 m wo . Dale, eta AdM¢u of Legman �yId a ta TOTAL POPOM MOGeas 5 8 D/t¢ Poabnark INi E 1987 P 669 538 006 RECEIPT FOR CERTIFIED MAIL No INNEIONEMOEv IM xw FOR MTERMTIUML MAO (See Reversal " SRI C. SMith, Manager S tY No. 124 West Elm Street P %r•ai10ias, 'j0�7ES3. POMaBa S CRI Fes SBMiw Delmont Fee RBsggoed Deiwry FMB _ Rmrm PB OIp41➢ 10Mpn RaM q AJwm of AL FxM S mew ga �uir a116L1�BA 4- - _ Xu �Nq IMIONYNI�id yi�YNrB1't�ry'nlUlirl�:V �:-�� P 695 523 703 P 695 523 705 P 695 523 7011 RECEIPT FOR CERTIFIED MAIL RECEIPT FOR CERTIFIED MAIL RECEIPT FOR CERTIFIED MAIL aO msuMNM coyEl FRwIOEM NO INWWCC INATOME Mm D No INSURANCE COVEMOE pwxo NOT FA INTERNATIONAL MML NOT FOR INRFNRIIMIRL MAIL NOT FOR INTERNATIONAL MAIL (See Reverse) (See Reverie) (See Reverse) }card Shipman "I'Mti9arence F. Fuller Sent is lees J. Holland $w01§m IBOM 241 svwl and NO, s1 Rt.d 2, Box 157 CPO.. style and nP eme - PO.. style em ZIP coda Po. 51a1. ane nP eod11C 27258 url in to NC 27215 Haw Rivery PO4age IS POLpO 5 n Ididage 5 eA Gana ied Fee CMdiad FEE / G21gd Fee awoal Dithwry Fee spe eaNapy FEE $maul WI Fee Raslrese l Wavery Fee RRiriped palivery FEE Messele l Deavery FINE Team RAa'e101 slpwxq Relum Receipt stset Return weelm sllowlry le III and Date Delivered 10 ~ and WE O=11VaI0d m loWUm end DBNt Delivered p whern Receipt sh irp tO whom. m Am IF Rea sMwilp�m wY10m, Return Reaegl sn0wirg t0 wll0m. Oem, entl gddrK d, ONlvery Dale, and Ad "bl6DmNeivery Daft, and Mdren CI pelive, TOTAL Pos "pllarkS TDTAL�OSYNJe a V, - $ j TOTAL Pomagd em Fees 5 feesl g P0sIT0M r Dala g la Yme krq Dew ( Posendak o, Dalea `l € s i987 € 198� / F ``' 1987 , LL ° •T' �' P 695 523 701 P 695 523699 P 695 523 702 RECEIPT FOR CERTIFIED MAIL RECEIPT FOR CERTIFIED MAIL RECEIPT FOR CERTIFIED MAIL w M$UMYEF MEMER IOM NO INSUR MOmVUm MVIM WIN4UMNCE UUMOVIRp wT MR MTFMATIONLL IWI Nm MR INTEMYTOW MRIL ma FOR mIFANAIMNAL MAIL (Sae Reverse) )Sea Reverse) (Sba Reversal t No slA%uel BMtrnn sa John C. Fonville Red-M. Florence span end W. fill 202 E. Parkwood Saee1 am Net Rt, S. Box 1511 P DStaletaiIII ��e o Starlit" ton INC 27215 92B164 eu$mlleianm ZtlPNC 27!15 Pasmga $ ` P~ $ .i. Postage 1s ` Dart FEE Comb) ad FIRM Cm1i eas FEE $ el Delivery FEE $ammi DeRory FEE SpYYM DNivary Fw J gwpicled NwH FEE RwON.ted Deewry Fw' r EWOicmd DRliwry Fw geium Rwalq sNOMNy Rmum gaca9l almwY9 RFWm R go Low, m NNmm will Dme Darllgvpe0 m wNPn em DM D rMgwered Lr� m wMrrr m4 onto D lvmad . . oeM eqm gddiess d De4 elY UY.. or�sNOai OMhm. - a Remm Sac wi y ■ @ Dew, ad as uL 4 TOT Title ge s s $ B' TpigL➢w10Be flQf !_ 5. \ TOTq%hdlapMw0 • $ PO1n °m'19B7 A PmmMNk w oat n .; 8 Po. . uDifolaw 0 s^s s' �. 198T l A L 1yg1 n.T r ( u^ 4 r.t` P 695 523 682 P 695 523 681 RECEIPT FOR CERTIFIED MAIL RECEIPT FOR CERTIFIED MAIL p 695 523 697 No wsuw tDIVERWET IND Rat MR WliCUL•NL NOINSU x¢ WEr IDED RECEIPT FOR CERTIFIED MAIL (See Reverse) NOT MRlmLWmNEA WIL (See Reverse) NO INSURANDE UmMaE PROVIDED IaT ReR •TERRATONAL RNL (See Reverse) .�°oiRn J. Nicks $e�uamuel L. Cramer Sent to Slext am NO. William H. Fonville Sy d *ln t Rt. S Boa 491 Same am No. P.O..Sala and ZIP Coo T.O. . Stale and ZIP Code Rt. S Box 541) 6ui•�i ng'Von, * 27215 PNupe S P"age 5 nn S C Cerlitad FN Oterm lFee gro(lad Fee S� paI paliye.Y Fee Samuel Oelmry FAR FOCiel pelrvery FAA Reslricled pelMryfN FlNaiceal aNrery Fee 4NIri1N Delivery FOR FWum ReAeiq alrowilq re wwoln am Oma DeNreTN IRNNn RecN EMwi 0 whorl we' "IrveFeel Retmn Rac•et menthol N P Ralum RKeiel e16'�Iy lD WIIpl1, Oma. end MyeN W ppa!Y. N R 10 ano a'DeaeeRd ReM1xn Roc 6howlry lD venom, Dam, RNum Wa 'aMwi lD • eat q Defvery p wMm. TOTAL P am 7 ` 'S !! 3 TOTAL lope w S'i,er/ C Dole, and fY TOTAL a AN! ft 5; PDamaA Dal! g PWNYk e W � � PaEtm.,N roll .o 6 - P 695 523 6811 P 695 523 708 p 695 523 679- RECEIPT FOR CERTIFIED MAIL RECEIPT FOR CERTIFIED MAIL RECEIPT FOR CERTIFIED MAIL NOImuR OmwTRayEa N INSURANCE wnRACE Erolnmo ND wmmaeE DINUME MVIUD OUT mR INEEWTI• WALL RaTWRIS"Alleava L OTMRINTENNIIONNAWL (See ReNerse) (See Reverse) (Sea sa vaose) M ssoam r['in Marietta Cor $e1Jldten W. Smith . ,po'Stali-0 B.'=-Fomll le ".."9k 30813 rO sat Place s'pt.m2, 412 Box P.O.. See eat aP_Coda Ral i h NC. p�0.. to P code NeN,S'1�o5`t �lEnls, VA 23662 P.D.. State and nr,coa Pa,lepv - _ 5 ; PpRrepa 5 y Pmlapa 5 f Y Celebd FN - It " cambeal FN CemMd Fee �1 Spwel ONMry FOR Swdal DemNy Fearape4iel MINry FOR, RblM" DARIA T FN - RmbxRad Oes.MY FN Ro•mlee Deleery FN Rmnw nww shmia ow.aYverae - Reum F oo ehawiry Rtldn Reason smw'mp do•1iNn eat •- m ANR•R ON Dare Werared lD wILDIn •IO,Dga 1Xmmlq •� 8r ylrowugla _ WMDI�nTDeayM'. N $ Recap rq ryem. oW: w„Admem'OR opmertn. Dam Oem.alm MdnN el Oeb ■ R 5 TOTAL P"w wellNe'• .' �yy TOTALe71i1 aN l 1 TO AL P' ese 1 5 /] ' Y. L i Pwlm" Dam .. Pe•mMl. DateAi c'' L P 669 536 004 RECEIPT FOR CERTIFIED Is w INSUq E I%W[ mwlPEp Na! EPq inFgbT�ONc u.. i P 669 538 003 RECEIPT FOR CERTIFIED MAIL 11O nNIMYCI W2NGf ngylEfD M FOq II(16OlsilYN4 Y,VL /Cm Rawr.cl saBuke Polao r CoalpaFEy, ' Leiiington St. * . P0..9tab&NIZPCepe ton 'MC 8711US,Burlin Faasallow F 11 PdFegryq�FyeeOV bum UW gj�yLpP ,hi iFlMl�� me. AfaaY aM ul croa pTOSk �p� F. k P 695 523 698 ECEIPT FOR CERTIFIED MAIL Ne INSURµNCOWANI MwbFO MOi fCp INIEMMI : "I ISee RPVPiaeJ :• Jerry Fonvilley Jr. it.it- 5 _ Si Boa 497 Slate am ZIP Ceps Willowy F9a M Delivery Fee Baum aw P Wu.em Amtreae'n�. anv TDTgI Pagiape anal g Postmark a�yJ ! E 7 1 Z n P 669 538 001 RECEIPT FOR CERTIFIED MAIL NO INSUMNCEf WE`WPl O WTKNINTEINV.IIONIIYNI (SW Revome) 3MYde Lea Warren, Jr. suer am ao. . Rt. 3 P O.. Slag am ZIP Ceea Ponape T / cowass Fae Spauel oo FN fardwall Doha Fea bb WvnHec vo- naWm '' erow IO e1bm. DW. /TElpr TI very TOT& ;s 10, 'ASS rt , C m_ P 669 538 002 RECEIPT FOR CERTIFIED MAIL XO eNW111 CPRACCE FeWOU NOTMNnENN MML _ I5eeRownso) E. Faulkner sa w�o. Boa 485 P.O.. Saab am ZIP Cuua Burlington, NC 27215 Peagp S cw Fee SPeelel Delvery Fee SoWktep Dvlw Fee - Rehm PbOePT am b alan attl DateONmraE Sho Wall cram �P w r TDTq PMW am Flal a 0ele,]:y 'z S cj77 APPLICATION FOR A MINING PERMIT 14. MAPS 1. Two copies of the county highway maps and two copies of mine maps should be submitted with each permit application. County highway maps may be obtained from: Location Department State Highway Commission Raleigh, North Carolina 27602 Mark clearly the location of your mining operation on the county highway maps. 2. Mine maps should be accurate drawings, aerial photographs or enlarged topographic maps of the mine area and of a scale sufficient to clearly show the following: a. Property lines or affected area of mining b. Outline of pits c. Outline of stockpile areas d. Outline of overburden disposal areas e. Location of processing plants (processing plants may be described as to location and distance from mine if sufficiently far removed) f. Location and name of streams and lakes g. Outline of settling ponds h. Location of access roads i. Map legend: I. Name of Company 2. Name of Mine 3. North arrow 4. County 5. Scale 6. Date prepared 7. Name and title of .person preparing map j. Names of owners of record, both public and private, of all adjoining land THIS APPLICATION WILL NOT BE CONSIDERED COMPLETE WITHOUT ITEMS 2 a•j BEING ADEQUATELY ADDRESSED. The mine maps should be correlated with the reclamation plan. The approximate areas to be mined during the life of the permit should be clearly marked. If reclamation is to be accomplished concurrently with mining, then show segments that are to be mined and reclaimed during each year of the permit. Add drawings showing typical sections or cross sections and layout of proposed reclamation where such drawings will assist in describing your reclamation. APPLICATION FOR A MINING PERMIT LAND ENTRY AGREEMENT We hereby grant to the Department or its appointed representatives the right of entry and travel upon our lands or operation during regular business hours for the purpose of making necessary field Inspections or investigations as may be reasonably required in the administra- tion of this Act, so long as the Department or its appointed representatives are accompanied by an agent or representative of our Company. We further grant to the Department or its appointed representatives the right to make whatever entries on the land as may be reasonably necessary and to take whatever actions as may be reasonably necessary in order to carry out reclamation which the operator has failed to complete In the event a bond forfeiture is ordered pursuant to Section 14. ' *Slgne.0-14/� Title if541OR VICE PRESIDENT - OPERATIONS Mine BURLINGTON PLANT Company LUCK STONE CORPORATION `Signature should be the same as the officer who signed the application for a permit. Return two copies of the completed application and all maps to the appropriate Land Quality Section Regional Office serving your area (see attached list of Regional Offices.) 19 ASERVIELE REGIONAH. OFFNE !OORNV➢IE RFT;SQYd, CFF1fE WINSTM -fiAiFM REMMAL IXFRE RAZE GH E 91MM7. OFFICE Richard Phillips, F.E. Jerry Cook Drug Miller, P.E. John Holley, P.E. Interchange Bldg, 919 North Bain St. 8025 North Point Blvd. 38M Barrett ]hive 159 Woodfln St. Mxmvllle, NO 28115 Suite 100 P. 0. Bom 27687 P. 0. Box 370 ROC 6304 Cagier 521 Winston-Salm, NC 27106 Raleigh, NC 27611 ROC 6305 Cagier 681-B (704) 663-1699 ROC 6306 Cacti¢ 227 ROC 6301 (704) 253-3341 (919) 761-2351 (919) 733-2314 Avery Macro Alow der IredelI A]®®re R ckftlem Chathm Nash buncombe Madison Ba Lincoln A]la&w Randolph Durham Northmptah Cherokee McDowell Ceharrtm ww.ute,.ti, o Asba stokes &*=be Orange Clay Mitchell Co well Foe® Geowell Sorry lranklln Pexsai Clemlant Polk Gatseha Stanly David" WhhLae G,am„ Ile Vance Graham Rutherford Casten Ioim Davie TaBdn Halifax Wake Haywood &min Forsyth Johnston Warcau Heodersar Transylvania Jaclaacn 6hteop Guilford lee WLisah Tarry *R1dwd Moore, Dada Overby 411ke Poplin, Stave Allred *David Ward. Wilbur Christmas *Tim Nollatd, Wyatt Brown *Jam Atdersou, Den Halebtooka *Wees ]lbb, Nary George Ludy Leamd, Auer Braddy Gerry Weathers, Tony Sample Lisa Shepherd, Brian North Fam Vivian FAYErIMI .E REGIONAL CPP10E MITER= RFCBIIAL CFFI(E XAMMIGl'Ol RECRIJ41. OFFICE RAIEICH MADWAIaII6 OFFICE Joe Class Danish Smm, P.E. Floyd Wllli Charles Gardner, Chief ikchovia Bldg., Suite 714 7225 WriFIttaville Ave. 1424 Carobw Ave. 512 N. Salisbury St. Fayetteville, NC 28301 RUmDwtm, NC 29403 P 0 Boa 1502 P 0 Box 27687 PLC 6302 Courier 106 ROC 63D3 Cagier 416 Washingtont NC 27889 Raleigh, NC 27611 (919) 486-1541 (919) 256-4161 ROC 6307 Gorier 174 iX 630D (919) 946-6481 (919) 733.4574 Anson MH Brunswick Now Nmhover Beaufort .ores Harlan Britt, Wei Rhgiresr Bladar Richmond Carteret Ooslow Bartle ]emir Taylor Orrin, Sedt mt Specialist Omberlaod Robeson Cohmbw Pander C®den Martin Craig Deal, Amt. Sedimer Spec. Harnett Smpson Duplin (ho m Famlim Tom Carroll, Acting Mining Spec. Hoke Sontimd Craven Paematank Jim Sfmons, Dmh Safety Engineer .. Montgomery OsTltuck Ferriuimmha Carol Boatwright, Secretary Dare Pitt Gloria Franke, Secretary • - Gates Tyrell Carolyn Jarman, Secretary 4WLra BaW, Gerald lee Ge®1d Rraynsk Greene Weddngtm Hartford wwe Steve Cook BY& . ti *Rudv saidwidt. Iamr [rem January 25, 1988 P.O. Box 29682 RiehmandNrgima 23229 �M��/A ryscy�`N B04-784-3335 State of North Carolina Department of Natural Resources 8 Community Development Division of Land Resources 512 North Salisbury Street Raleigh, North Carolina 27611 Attention: Mr. Thomas E. Carroll, P.G. Re: Mining Permit Application Proposed Burlington Quarry Dear Mr, Carroll: Regarding your letter dated January 11, 1988, we have addressed each of the areas of concern as follows: A. Permit Application Form 1. The assumption was made that if Item B2 (f) referred to the area disturbed during the first year of operation, Item 13.3 referred to the area disturbed during year 2 thru year 10 of the operation. We are projecting that, after the first year, the unreclaimed areas will be limited to the quarry, the plant/stockpile area, and the ponds, 2. The trucks spray system is intended for use by loaded out�oinq trucks to control dust emissions on the highway. I have enclosed an 8 x 11 sketch and a photograph of one of our installations, 3. The proposed measures have been lettered or numbered on sheets 3 and 4 and sequencing revised in detail on sheet 8. 4. The range of overburden depths is 12' to 15'. We do utilize benches between the overburden and the first lift as well as between the rock lifts. See the typical cross section on sheet 3. 5, We propose to plant minimum 2 year old loblolley seedlings 6' apart in staggered rows 10' on center. We propose to confer with the North Carolina Forestry Burkeville Division and utilize their expertise and services Charlottesville regarding any reforestation efforts. Initially FaIrria. the berms are the extent of proposed tree planting Greene area. Leesburg Manakin Newporl News Powhatan Rockville Staunton Sterling Page 2. B. Exhibit "A" 1. The designer contacted (2) firms who confirmed the availability of the roving and their having the means to install it. If the roving should become unavailable, riprap will be used. 2. Rate of roving application shall be 1/4# fibre per SY and 1/4 gal. tacking per SY per layer. C. Site Plans/Erosion - Sediment Control 1. See the sheets 3 & 4 for limits. 2. The crushed stone will be conveyed from the primary crusher in the quarry area to the plant area by a 42" conveyor system. Refer to sheet 4 for location of foundations. 3. See ammended details on sheet for relocated ponds and outlet. The ponds are not permanent, and would not be necessary past the term of the initial permit. However, if cleaning would be necessary, we propose to dry the excavated material on the floor of the quarry and place it in the fill of the "future berms". 4. The plans have been revised to show (3) 84" lined pipe sections. See sheet 6 and 8 for construction details and construction sequence; 5. Controls have been added as per the revisions on sheet 3. 6. See sheet 3 for details on added controls for the area to be disturbed by filling the pond: The area bound by the main access road and the quarry is planned for related uses. Access to this area will be limited, therefore we request your approval of our alternate to the suggested sediment pond: 7. See sheet 3 for details of an additional rock check dam in the riprap ditch. 8. See sheet 3 for added slope protection and specifications on the rock check dam. 9. See sheet 3 for detail on the addition of a riprap spillway. Page 3. 10. See sheet 3 for details on the addition of a temporary sediment trap. 11. The southern ditch on the east side of the road is protected. An additional silt trap is proposed for the northern ditch. See sheet 4 for details. 12. Sheet 4 has been revised to show rock check dams. 13. State 401 Certification has been secured and the Corps. of Engineers National Permit 26 has been requested. 14. Diversion ditches have been added to the reference slopes. See sheet 3 for details. 15. A diversion ditch will be provided on berm A to carry the runoff to slope drains as shown on sheet 3. The remainder of the berms are 20' or less in width and will be crowned from their centerlines to minimize point flow. See sheet 0 for berm construction specification and sequence. If you have any further comments or questions please contact me or Darrell Russell. Very truly yours, LUCK STONE CORPORATION erl)P�fXcv-.�_ 'Forrest E. Wiseman Construction Manager FEW/dg BURLINGTON PLANT �� ✓A ���`�� Recommended Sequence of Erosion Control �0(14. 1. Locate and flag clearing and grading limits. 2. Hold a preconstruction conference with Owner, Contractor. Sob Superintendent, and Erosion Control Official (Doug Miller - 761-2351), 3. Initiate work on the main access road from Sandy Cross Road to Boyds Creek and Shop Road to the Shop and Maintenance Area. a. Clear Main Access Road to Boyda Creek, Shop Road, and Shop Area. b. Install Rock Check Dam 91 at the 15" RCP near Ste. 3 + 25. C. Install Silt Pit A (West of Shop Road). d. Install 15" RCP at Ste. 3 + 25. e. Install Rock Check Dam A2 and V. f. Install 30n RCP in Shop Road. g. Install Silt Pit D (Northeast of Shop Area). h. Install Silt Pit E (Southeast of Shop Area). i. Install Silt Pit B (Southeast of Berm A). j. Install Silt Pit C (East of Berm A). k. Pull temporary diversion ditches to Silt Pits A, B, C, D and E. 1. Grade Access Road, Shop Road and Shop Area to finish grades. m. Install 15" RCP on Shop Road at Shop,Area. n. Install diversion ditches at top of cut elopes to divert surface water away from slope. o. install 8" slope drains along east fill in the Shop Area. p. Place 3" ABC Stone in travelway in main Access Road to the Shop Road. q. Lime, fertilize, seed, and mulch disturbed areas. r. Place fiberglass roving (double layer) in open channels 18. 19, 20, 21. 22, 24, 25, 26, and 27. 4. Initiate work on the quarry road and begin initial quarry excavation. 9. Clear quarry access road. b. Install Rock Check Dam #4. C. Install Silt Pit F. d. Install 60" RCP under quarry access road. e. Clear initial quarry area. f. Install Rock Check Dam N5. g. Initiate Pond Drainage. h. Initiate Quarry Stripping and Construction of Quarry Access Road. i. Install 8" slope drain at 60" RCP on Quarry Access Road. j. Complete clearing for Berm A. k. Check temporary diversion ditches to Silt Pits B and C. 1. Begin construction of Berm A. M. Install 8" slope drains to Silt Pits B and C. n. Complete Construction of Berm A. o. Lime, fertilize, seed. and mulch Berm A. 5. Initiate work on the plant area near Carter Road. a. b. C. d. e. f. 8• h. i. J• k. 1. Clear perimeter sufficiently for access to install temporary erosion control measures. Install Silt Pits G. H, I, J. K and L. Pull temporary diversion ditches to Silt Pits G. H. I. J. K and L. Install Rock Check Dam #6 and V . Complete clearing and initiate grading. Remove existing structures. Place topsoil in Berm D. Install Sedimentation Pond #1. Install 96" CMP's at tributary crossing. Grade Plant Access Road from Carter Road to 96" CMP. Install yard inlet and 18" RCP near 96" CMP. Install 8" slope drains in Access Road at 96" CMP. Install 8" slope drains near Sedimentation Ponds 2 and 3 - Raise as fill proceeds. Complete Berm D. Place 3" ABC Stone in travelway on Main Access Road from Carter Road to 96" CMP. Lime. fertilize. seed. and mulch Access and Plant Road and Berm D. Place fiberglass roving (double layer) in open channels 6. 7. and 8. Complete Sedimentation Ponds 2 and 3. Install 15" RCP under roadways. Place fiberglass roving (double layer) in open channels 15. 16. and 17 (after seeding). Place Excelsior matting in open channels 10. 11. 12. and 14 (after seeding). Rip Rap open channel 9: Complete grading and provide temporary seeding in plant area. 6. Initiate work on the scale and plant area. a. b. C. d. e. f. Clear perimeter sufficiently for access to install temporary erosion control measures. Install Silt Pits M. N. 0. and P. Pull temporary diversion ditches to Silt Pits M. N, 0, and P. Install Silt Fence around Sedimentation Pond #5. Install Rock Check Dam #8. Install Sedimentation Pond #5 and temporary diversion ditch to Sedimentation Pond #5. Install Sedimentation Pond A. Complete clearing and grade main access road to Boyd Creek Crossing. Install 3 - 84" CMP in Boyd Creek. Complete roadway fill over Boyd Creek - install 8" slope drains at 84" CMP' s . Complete plant road and grading in plant and scale area. Initiate Berm C. Complete grading for open channel 2 - Place rip rap. Lime, fertilize, seed, and mulch Access, Plant. and Scale Road shoulders and ditches. Place fiberglass roving (double layer) in open channels 4. 5. 32. 34. 35, 40, 37, 38. 39, and 41. Place rip rap in open channel 3 and 42. Complete Berm C and lime. fertilize. seed and mulch. 7. Initiate work on stream diversion north of quarU. a. Clear spillway and new pond area. b. Install Silt Pit Q and diversion ditches north of spillway. C. Install diversion ditches to silt Pit Q. d. Grade the spillway from the 60" RCP to the edge of the pond. e. Place the rip rap in the spillway. f. Construct the dam for the new pond. g. Lime. fertilize. seed and mulch the dam and spillway slopes. h. Grade the settling ponds between the spillway and shop area. i. Complete Highway Entrance. 8. Initiate work on Berm B and filling in Pond. a. Clear perimeter sufficiently for access to install temporary erosion control measures. b. Install Silt Pits R, S. T, and U. C. Pull temporary diversion ditches to Silt Pits R. S. T. and U. d. Install Silt Fence at southwest of Berm B. e. Complete clearing. f. Drain Pond. g. Initiate fill for Berm B. h. Complete Berm B. i. Lime, fertilize, seed and mulch Berm B. 9. Initiate work on Berm E. a. Clear perimeter sufficiently for access to install temporary erosion control measures. b. Install Silt Pits V. W. and X. C. Pull temporary diversion ditches to Silt Pits V. W, and X. d. Complete clearing. e. Place fill for Berm E. f. Lime. fertilize, seed, and mulch. g. Place rip rap in open channel 23. 10. Inspect all Erosion Control Devices on a regular basis and in all instances immediately following any rainfall. 11. Perform all necessary maintenance of erosion control devices. Repair or replace deteriorated materials. Notify engineer of problem areas. 12. Provide permanent ground cover to all areas disturbed (except plant area which is to receive temporary seeding). 13. Upon establishment of ground cover. fill in silt pits and stabilize. Clean rock check dams and spread rip rap. Remove silt fences. PUBLICATION 62 16 Figure 27. Water spraying of stone load to control dust. Local • Pre -application conference with local planners or agents for the board of super- visors or city council • Application filed with the planning com- mission, which is reviewed by the planning department and other local appointed agencies • Recommendations forwarded by the plan- ning commission to the board of supervi- sors or the city council with public hear- ings then held; special conditions may be negotiated and added if the permit is granted If an application is denied during the initial stage by an appointed agency, then the developer can appeal to the board of zoning appeals or initiate court review. If an applicant is denied by an elected governing body (e.g., board of supervisors), then generally another review cannot be made for twelve months. State The authority of state agencies concerning extrac- tive industries comes from legislative actions in the Code of Virginia. Agencies develop rules and reg- ulations to implement the Code. See Appendix III for addresses of these regulatory agencies. Federal regulations about the extractive industry are often administered by the State. The following are reg- ulatory activities of state agencies involved in per- mitting: Figure 28. Settlement pond in quarry to keep adjacent streams clean and to serve as water source for dust suppression. Division of Mined Lands Reclamation, Minerals Other Than Coal Section • operations and reclamation plan required to be submitted • public hearings are held for adjacent land owners • any appeals of orders, rules, or regulation of DMLR/MOTC are made to the Board of Surface Mining Review • receives bond and permit fees • issues mining permits • enforces extraction and reclamation reg- ulations adopted by Department of Mines, Minerals and Energy • license renewal subject to the submission of an annual report, and updated map of all operations, and a renewal fee • operates Mineral Reclamation Fund State Water Control Board • administers state and federal regulations concerning water pollution • NPDES (National Pollutant Discharge Elimination System) permit required when mining or other extraction/explarn- tion activities result in discharge or poten- tial discharge into State waters • State No-Diiicharge Certificate required where there is no discharge to state water, but potential for discharge exists • federal 401 certification sets water quality standards for the effects to the construc- tion of impoundments or structures and dredging and filling operations in navig- able waters IdnJ Quality Srcuw Memo • Date; Z��"� X Time: To: U'Rf From: TTi1kUtS Re: LGCGK. S'f8r..t; 607LP• — b'ua.uxG�d,J otj q a FY.L ir tayav — Ply O.e//IL-fl OA na IF ToDpY rs Duac, ilO�ul-,✓ = 3'ooP,,, fUFkG LdcL // Divi.iu. a Land Ne.w.m, Nwm GMiiu D"atnsnt of Natural Nc.un.m..nd Qmmwiry Ilnvekp.en. DIVISION OF LAND RESOURCES Winston-Salem Regional Office M E M O R A N D U M TO: Thomas E. Carroll, P. Mining Specialist FROM: G. Douglas Miller, P.E. 5'er' Regional Engineer SUBJECT: Luck Stone Company - Burlington Quarry Alamance County DATE: December 8, 1987 We have reviewed the submitted application and plans for the subject site. In addition, David Ward, Abner Braddy, and myself visited the subject site on November 20, 1987. From our review of the submitted material and our site investigation we have the following comments and/or questions: ✓ 1. Mining application, page 3, part B: How is it that B3 is much less than B, 2F7 How can only 30 acres be disturbed if v� 64.5 acres of disturbance is necessary to get the site in operation? 2. Mining application, page 5, part C3: This sequence is in fW/uI� v J general and be However,it bto have thiswill wouldbeterms more desirable information informationmore detailed and possibly show each area of work on a �M�tir construction progress chart. This section should also indicate when each erosion and sediment control measure is to be installed. 3, Calculation sheets: In some instances the designer calls for Fiberglass Roving to be used to stabilize a ditch until vegetation gets established, This is good but in our experience in and around Alamance County there is only one company with the capability of installing such. As a result we have had a hard time explaining to the owners of projects why another liner will not be adequate and why revisions to ditches are usually necessary if another liner is used. Our point is that we feel Luck Stone needs to be made aware that should other liners be used a revised plan and calculations supporting the alternate liner will be required. ✓.o f�'v`ti.—. ,1;?�¢(� dv UcC�C SISnn o.�C t� 4oe1�1i4r. -2- 1/ ✓4. Need to specify rate of application or thickness for fiberglass roving ditch liners. ✓ 5. How will raw material from pit be transported to plant area? Appears to be a very long haul. It appears that they may be using a conveyor system or intend on another crossing. �... ,lF��lc"^�,A " rgklAc7Pi L5"do-{S+kV4-wv, 6. We have concerns about large areas on top of berms (i.e. Berm "A"). The tops of the berms in some cases will be steep. No means of conveying runoff off in order to stabilize such areas are shown. We also suggest a typical cross-section of the berm be shown. bw �.(i(Et q.ceR<9ti,.l'�Ck. �7. The proposed triple P, cep in the stream under the access road will be much wider than the present stream width. A detail and a step-by-step construction sequence is needed for this area. 8. There is need for additional sediment control measures at E 13,5001 N 16,750. There is a natural draw where the Quarry access road crosses near the entrance to the pit that would be a natural location for a basin. Jpkf �9. Additional sediment control measures are needed below Berms "B", and "E". Runoff from these areas goes directly to Bo Creek. ✓ Sie 51444o spmes. + I. How will water accumulated in sediment pond #4 be i'4-'f discharged? - . Will need sloe drains to convey runoff plant and stockpile areas. --wk,9 $cc cOf(eh 56ccf y :oa.h^r -3 i 12. Will need a means of preventing runoff from stockpiles from getting to stream when stockpiles are dumped at the very edge of the filled area. We suggest that a large permanent berm be built around the top of the fill area for the plant and stockpile area. This should prevent the dumping of -f materials over the side and serve to divert runoff to slope drains. 13. It is suggested that rock check dams (U-shaped) be used for most if not all sediment pits. In our on -site investigation we noticed rock and rock outcroppings on the surface. In some cases it may be impossible to get a sediment pit dug 4' deep. An alternative method should be provided. - 3 - 14. The �p an should indicate the clearing limits. It should be specified that no grading, clearing, equipment traffic, etc. should take place outside the clearing limits. This is especially critical in the natural buffer to be left adjacent Boyd's Creek. Your consideration of the above will be appreciated. If this office can be of additional assistance, do not hesitate to contact us. adw re a l 's cG gel bra N o ( e rsr✓u1� SIC- (a CA r> -t)Is��nw�c � 0 J �� � �(o,,� 12� q l��rtcC i2.�. — u�°�✓i S °.E .0 C.,r(t , p .� ✓ �4. �� r..�. r�..c n.low.-t cv4 5(oyicf 'Ea S( o�..i w�c (cr 09`� 'QiCi..a— WJ„c aU (I T° m ; z�DATE Iq 7 �7)q{(( 1 h (' SUBJECT Z I ,<:. MESSAGE ✓.e i-� �`/S�NtGw>- ` /v"7 W /c J e. CIa v e_ a4� f �dlEa 9O S 6v/n � �/ �y, e �� Y�y i 6(i Eiv- �Mt�. vv Its; 4o",,c 5( A-6,6 �1 c)IG.Lr %-(/. Gt "e A(a CrYeu b4��V ��� J r eve t .J 7ue -Y V SIGNED REPLY f of -._._.—� SIGNED DATE _ rl REDIFOIpI 4S 475 SEND PARTS 1 AND S INTACT - ,';';jcerbonReu POLY PAK (M SEISI 4P475 PART S WILL EE RETURNED WITH REPLY. DETACH AND FILE FOR FOLLOW-UP SPXAPAFIAW C, IF Ni-OE WE AJAMAIIAW . I[ WSiPEE n, A 1 ROCK NGN.im A $ ,. E L t ,{ANT- -- -TAt r NON TA 8 3 i ^' r i� PROPOSED L UCK �r ; - STONE CORPORATION d 5'� //// BURL INGTON PLANT :� Id ... 4.OTi �• Carfer Rd.T€ .Y:,' 4 i.: �� fill ^�I�1 -. .� �"`"^'dad .((`1'• . f r j if if 1. Iz AN 11 NO I PN fif if T M I 'ITT 5 Sti 1 I - ITT C O ❑ k T Y ..e.,m I I I 1.. 1, % .. m I M l 5 wNmV —n v ALAM A CE COUNTY NORTH CAROtINA NORTH CAROLINA DEPARTMENT OF TRANSPORTATION DIVISION OF H6 HWAY PLANFINO AND REiFARCH BRAW Ft U. S. DEPARTTAEN OF IRA NYORATION FEDERAL HIGHWAY AGMIMiTNATION sum T AU 101 ENAKIEMET.11 TT 7 ALAMANCE COUh Y APPLICATION FOR NORTH CAROLINA MINING PERMIT PO Gt� In 1971, the North Carolina General Assembly created the North Carolina Mining act, General Statutes 74-50. After July 1, 1972, no operator shall engage in mining without having first obtained from the Department an operating permit which covers the affected land and which has not been terminated, been revoked. been suspended for the period in question, or otherwise become invalid. State of North Carolina Department of Natural Resources and Community Development Division of Land Resources Land Quality Section P.O. Box 27687 Raleigh, North Carolina 27611 (919) 733-4574 APPLICATION FOR A MINING PERMIT LUCK STONE CORPORATION - 1. Name of Mine BURLINGTON PLANT County ALAMANCE 2. Name of company LUCK STONE CORPORATION 3. Home Office Address P.O. BOX 29682 RICHMOND, VIRGINIA 23229 4. Permanent address for receipt of official mail SAME AS ARDVE (804) 784-3335 *Telephone 5. Mine Office Address To Be Determined To Be Determined 6. Mine Manager To Be Determined Telephone 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. *Signs '- Title6�� VICE PRESIDENT - OPERATIONS Date NOVEMBER 39 1987 'The Land Quality Section should be notified of change in permanent address or telephone number. *Signature of company officer required. APPLICATION FOR A MINING PERMIT A. General Characteristics of Mine. 1. Total acreage at site. 300 Acres owned 150 Acres leased 150 Property owner if leased Horner Company PANY 2. Name of materials mined: Granite Gneiss 3. Mining method: Hydraulic Dredge Underground Shovel & Truck Dragiine & Truck Self -loading Scraper Other Loader & Truck 4. a. Expected maximum depth of mine 500' b. Expected average depth of mine_ 400' 5. Area of previous activity: (identify these areas on your mine map.) a. Area of previously affected land at present site that is inactive and has not been reclaimed:_ _None - New _lHi n i ng Site (Note: Mine map should clearly indicate any disturbed areas not to be included in this permit application. Explain why these areas should not be included.) b. Acres previously reclaimed at present site None 6. Present (premining) use of the land (estimate acreage for each): Cropland 25 Pasture 15. Forest 24g FishlWildllfe b Recreation Other 7. Proposed land use after mining and reclamation has been completed: Cropland Pasture 125 Forest 71 FishMlildlife90 Recreation Other 14 B. DETERMINATION OF AFFECTED ACREAGE AND BOND 1. Number of years for which permit Is requested 7(10 years maximum). 2. Total affected acreage to be disturbed during initial year of operation: a. Area used for tailing ponds —1 .5 acres b. Area used for stockpiles 27 acres c. Area used for waste piles (Earthern Berms) 10 acres d. Area used for processing plants and onsite haul roads ._ ] 4acres e. Area of mine excavation, including areas being prepared for mining, actively mined, and inactive but not reclaimed. _acres f. TOTAL a-e 64.5__ acres 3. Estimate the maximum amount of land to be disturbed and unreclaimed at any one time during the life of the permit. 30 acres 3 APPLICATION FOR A MINING PERMIT 4. Check acreage to be bonded Total affected acreage figure from 132f OR B3 (page 3) whichever is larger, equals acreage to be bonded. (See 15 NCAC 513.0003 for bond amounts.) 0 - 4.99 acres 5 - 9.99 acres 10 - 24.99 acres X 25 + - acres 5. Will your company file a blanket bond covering all of its mining operations in North .:Carolina? t - - • . Yes _X^_—No C. PROTECTION OF NATURAL RESOURCES 1. a. Will the operation involve washing the material mined, recycling process water, or other waste water handling? Yes X No b. Will the operation involve dewatering the mine or discharging fresh or waste water from the mine or plant? Yes X No c. If you answered yes to either question 1a or 1b, provide evidence that you have applied for or have obtained a water quality permit from the Division of En- vironmental Management _SeegttachecL_zetter From Ar_jhur„Mouberrv. P.E. August 13, 1987. 2. a. Will the operation involve crushing or any other air contaminant emission? Yes X No If yes, indicate evidence that you have applied for or have obtained an air quality permit issued by the Division of Environmental Management, Department of Natural Resources and Community Development. See Attached Letter From R. Paul Wilms, September 14, 1987. b. How will fugitive dust from stockpiles, haul roads, etc. be controlled? A Johnson Marsh dust control system will be utilized to minimize fugitive dust from conveyors and stockpiles. A water truck will be utilized to control haul road dust. A truck spray system will be provided to minimize emissions from customer trucks. `In lieu of the surety bond required by this section, the operator may file with the Department a cash deposit, negotiable securities, a mortgage of real property accep- table to the Department, or an assignment of a savings account in a North Carolina bank on an assignment form prescribed by the Department. The amount of land disturb- ed and unrecialmed at any one time must not exceed the bonded amount. The mining permit is issued only for that area covered by the bond. 4 APPLICATION FOR A MINING PERMIT 3. Generally describe the sequence of land disturbing activities and reference the se- quence to the mine map(s). For the purpose of establishing a sequence, the 10 year operative plan will be divided into (4) phases. Phase I will involve the construction of the.entrance road from Sandy Cross Road to the maintenance area and the maintenance hardstand area. In addition, the overburden removal will commence in the northeastern quarter of the quarry. Berm construction, with the overburden, will commence along the northern property line. Phase 2 will involve the continued removal of overburden from the initial quarry site and related berm construction plus installing the Boyd -Creek crossing and the crossing of the tributary to Boyd Creek. The drainway diversion will also be constructed. Phase 3 will see the completion of -the access road to Carter Road, the construction of the berm along the eastern property line, the completion of the removal of the overburden from the initial quarry site, and the grading of the plant/stockpile area. The berms along the northern property line will also be completed. Grading of the office/parking area will also be completed. Phase 4 will entail the expansion of the quarry to the projected 10 year area and the construction of the berms along the western boundry. 5 I.AeK oK 45 s �f' �tbrh*�/4J</er �9..•ew.ru�/i: I' tC.tJ�i�er„J I � ffll r, State of North Carolina Department of Natural Resources and Community Development Division of Land Resources 512 North Salisbury Street • Raleigh, North Carolina 27611 James G. Martin, Govemor - Stephen G. Conrad S. Thomas Rhodes, Secretary December 15, 1987 Director i3laCftl'r]1b]Ijy'I TO: Perry Nelson Chief, Groundwater Section FROM: Tracy Davis 17 Assistant Mining Specialist Land Quality Section RE: Luck Stone Corporation's Proposed Burlington Plant Alamance County Please find attached Luck Stone Corporation's hydrology report for the proposed crushed stone quarry site located off N.C. 49 at Carter Road (S.R. 1753) in Alamance County. r Please review the study for any deficiences or areas in need of further investigation. Our office would greatly appreciate any comments your Section can provide on this matter by January 13, 1988 so that we may complete our review of the permit application within the statutory time limits. If you or your staff should have any questions please contact me directly at 733-4574. Your continued cooperation in the review of these type applications is very much appreciated. TED/cjt Attachments cc: Mr. Doug Miller, P.E. PO. amr 17W,, Raleigh, North Gmare V&1-7 67 Vephom %%733-3833 An Fqud Oppwmnay Affirm Aabn Empbff APPLICATION FOR NORTH CAROLINA MINING PERMIT A' VOU O � L t LP-111a In 1971, the North Carolina General Assembly created the North Carolina Mining act, General Statutes 74-50. After July 1, 1972, no operator shall engage in mining without having first obtained from the Department an operating permit which covers the affected land and which has not been terminated, been revoked. been suspended for the period in question, or otherwise become invalid. State of North Carolina Department of Natural Resources and Community Development Division of Land Resources Land Quality Section P.O. Box 27687 Raleigh, North Carolina 27611 (919) 733-4574 APPLICATION FOR A MINING PERMIT LUCK STONE CORPORATION - 1. Name of Mine BURLINGTON PLANT County ALAMANCE 2. Name of company LUCK STONE CORPORATION 3. Home Office Address P.O. BOX 29682 RICHMOND, VIRGINIA 23229 4. Permanent address for receipt of official mall SAME AS ABOVE (8041 784-3335 *Telephone 5. Mine Office Address _ To Be Determined To Be Determined 6. Mine Manager Telephone 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. **Signs c73L Title 6E VICE PRESIDENT - OPERATIONS Data NOVEMBER 3, 1987 *The Land Quality Section should be notified of change in permanent address or telephone number. "Signature of company officer required. APPLICATION FOR A MINING PERMIT A. General Characteristics of Mine. 1. Total acreage at site. 300 Acres owned 150_ -_ Acres leased 150 Property owner if teased Horner Company THE HQRNER CQMPANY _ T 2. Name of materials mined: Granite Gneiss 3. Mining method: Hydraulic Dredge Underground Shovel & Truck_ _�Dragline & Truck Self -loading Scraper Other loader b Tr k 4. a. Expected maximum depth of mine 500' b. Expected average depth of mine 400' 5. Area of previous activity: (Identify these areas on your mine map.) a. Area of previously affected land at present site that is inactive and has not been reclaimed:_ _ Non_e- --New Mining Site (Note: Mine map should clearly indicate any disturbed areas not to be included in this permit application. Explain why these areas should not be included.) b. Acres previously reclaimed at present site None 6. Present (premining) use of the land (estimate acreage for each): Cropland 25 Pasture 15 . Forest 249 Fish/Wildlife 6 Recreation Other 7. Proposed land use after mining and reclamation has been completed: Cropland Pasture i25 Forest 71 FishMildlife90 Recreation Other i4 B. DETERMINATION OF AFFECTED ACREAGE AND BOND 1. Number of years for which permit is requested . 0 _(10 years maximum). 2. Total affected acreage to be disturbed during initial year of operation: a. Area used for tailing ponds 1-5 _acres b. Area used for stockpiles 27 acres c. Area used for wamle piles (Earthern Berms) 10acres d. Area used for processing plants and onsite haul roads 14 _acres e. Area of mine excavation, including areas being prepared for mining, actively mined, and inactive but not reclaimed. - _1Z:acres f. TOTAL a-e _B4,�___acres 3. Estimate the maximum amount of land to be disturbed and unreclaimed at any one time during the life of the permit. 30 acres 3 APPLICATION FOR A MINING PERMIT 4. Check acreage to be bonded": Total affected acreage figure from 132f OR B3 (page 3) whichever is larger, equals acreage to be bonded. (See 15 NCAC 513.0003 for bond amounts.) 0 - 4.99 acres 5 - 9.99 acres 10 - 24.99 acres X 25+ - acres 5. Will your company file a blanket bond covering all of its mining operations in North Carolina? Yes X_ �-No C. PROTECTION OF NATURAL RESOURCES 1. a. Will the operation involve washing the material mined, recycling process water, or other waste water handling? Yes X No b. Will the operation involve dewatering the mine or discharging fresh or waste water from the mine or plant? Yes X No c. If you answered yes to either question la or 1b, provide evidence that you have applied for or have obtained a water quality permit from the Division of En- vironmental Management See Attachpd Lpttpr EroM ArthUr Mouberry,P.E. August 13, 1987. 2. a. Will the operation involve crushing or any other air contaminant emission? Yes X N If yes, indicate evidence that you have applied for or have obtained an air quality permit issued by the Division of Environmental Management, Department of Natural Resources and Community Development. See Attached Letter From R. Paul Wilms, September 14, 1987. b. How will fugitive dust from stockpiles, haul roads, etc. be controlled? A Johnson Marsh dust control system will be utilized to minimize fugitive dust from conveyors and stockpiles. A water truck will be utilized to control haul road dust. A truck spray system will be provided to minimize emissions from customer trucks. "In lieu of the surety bond required by this section, the operator may file with the Department a cash deposit, negotiable securities, a mortgage of real property accep- table to the Department, or an assignment of a savings account in a North Carolina bank on an assignment form prescribed by the Department. The amount of land disturb- ed and unreclaimed at any one time must not exceed the bonded amount. The mining permit is issued only for that area covered by the bond. 4 APPLICATION FOR A MINING PERMIT 3. Generally describe the sequence of land disturbing activities and reference the se- quence to the mine map(s). For the purpose of establishing a sequence, the 10 year operative plan will be divided into (4) phases. Phase I will involve the construction of the.entrance road from Sandy Cross Road to the maintenance area and the maintenance hardstand area. In addition, the overburden removal will commence in the northeastern quarter of the quarry. Berm construction, with the overburden, will commence along the northern property line. Phase 2 will involve the continued removal of overburden from the initial quarry site and related berm construction plus installing the Boyd•Creek crossing and the crossing of the tributary to Boyd Creek. The drainway diversion will also be constructed. Phase 3 will see the completion of the access road to Carter Road, the construction of the berm along the eastern property line, the completion of the removal of the overburden from the initial quarry site, and the grading of the plant/stockpile area. The berms along the northern property line will also be completed. Grading of the office/parking area will also be completed. Phase 4 will entail the expansion of the quarry to the projected 10 year area and the construction of the berms along the western boundry. 5 s� North Carolina Department of Cultural Resources IPa 2 James G. Martin, Governor Patric Dorsey, Secretary November 30, 1987 MEMORANDUM Division of Archives and History William S. Price, Jr., Director TO: Thomas E. Carroll Land Quality Section Division of Land Resources, DNRCD_. FROM: David Stook, Deputy State �� 4, / Historic Preservation Officer C.�/ 4J, SUBJECT: Application for Mining Permit lJ Burlington Plant, Luck Stone Corporation Alamance County, ER 88-7535 We have reviewed our files concerning the proposedminelocation and find no recorded archaeological or historic sites. However, the project area has not been surveyed previously by an archaeologist. Based on the topographical and hydrological location of the project, there is a high probability for archaeological sites in or .near the project area. By copy,of this memorandum, we are notifying Luck Stone Corporation, the permit applicant, that we will perform anon-site inspection for the Land Quality Section in the near future. We will contact Luck Stone Corporation to schedule the visit and provide notification to the Land Quality Section in case one of your field representatives would like to be present. Thank you for your cooperation and consideration. if you have questions concerning the above comments, please contact Ms. Renee Cledbill-Parley, environmental review coordinator, at 919/733-4763. DB:slw cc: Luck Stone Corporation P.O. Box 29682 Richmond, Virginia .23229 109 Eastjones Street • Raleigh, North Carolina 27611 (919) 733-7305 EXHIBIT "A" ENGINEERING AND DESIGN CALCULATIONS FOR PROPOSED EROSION CONTROL MEASURES AT THE LUCK STONE CORPORATION — BURLINGTON PLANT ALAMANCE COUNTY, N.C. OCTOBER 11 1997 Gov 1 o,saa PREPARED BYa ALLEY, WILLIAMS, CARMEN, & KIMS, INC. BURLINGTON, N.C. 2721E ,o-o�1.esar�! is SERA, I o O;•. OIREE�••• v : /� •,�1L.,L:.A�S�� , A l •' This report summarizes the major design assumptions and calculations for the drainage structures at the proposed LUCK STONE CORPORATION - Burlington Plant. These drainage structures include the following: stormwater culverts, open channels, street and access road side ditches, permanent stormwater retention ponds, and temporary silt pits. The erosion control plan shows the recommended design of these items and the calculations in the report present the major design assumptions. The following references were utilized,in the preparation of this report: 1. "Channels" dated August, ISM as published by the NRCD - Land Quality Section. This publication gives design charts and nomography for determining the need and type of temporary ditch liners, procedures for designing rip rap open channels, and charts for determining the acceptability of the permanent cover. 2. "Sediment Basins" dated December, 1986 as published by the NCCP - Land Quality Section. This publication provides design references for temporary and permanent siltation ponds or retention ponds. 3. USGS and County topo maps were used to determine major drainage basin acreage. 4. The rational method - Q(cfs) a CIA was used to determine stormwater flows. Run-off intensity curves for the Greensboro, NC area were used for flow calculations. All minor drainage structures were calculated based on a le-YR. storm event. The culvert under the access roads were designed on a 25-YR. storm event. The spillway from the proposed pond north of the quarry area and the pipe under the access road to the quarry were sized for a IM-YR. storm event. The objective of the erosion control plan is to prevent erosion and siltation into Boyd's Creak, the major drainage way through the site. A major feature of the proposal is the inclusion of a SB Ft. wide natural stream buffer on each side of Soydts Creak, with the exception of the mad crossing and conveyor crossing. This area provides natural protection to the receiving stream in addition to the measures proposed in the plan., Another major feature of the plan is to construction of four (4) permanent wastewater retention ponds on the site. The ponds will act as siltation pits during construction and prior to establishment of the permanent and temporary vegetative covers. The calculations are presented in handwritten form and are divided into the following sectional A. OPEN CHANNELS B. STORMWATER CULVERTS C. STORMWATER RETENTION PONDS :Rill IDN r r r No SEEN I . N .N■r" Nor" r ■■ No .■.■ iiiii- .N■■ mom ■ ■MA ■�■■ ■ ■ / , / C: .N■►� ■ME fr.N =!■■N.■■ .s .■ .■ ..maw: . .� N.�■ ONE 111, ■n7�Ein m► ��� s ■ .iii■iiiiii ■■■■■■.■■■■ ISM ■i■■■■■N�N■�■■. ■■■■.■NNN■ .....N.....C......■....���©o��.........■..... ..■■...■..n. mom ......■■.■.in.■..■■...■■.■■ ■■N■■■. r nr.■�aa al2sr- �N.rm■gin■�?����■.. iiiiiiiii■iiiiiiieiiiiiiiiiiiiiiiiii�iiiii mom�n17.O/N3°� N�(N£�r■�J� ONES�00111r-�!N�iNENr nl .N'l ■■■ON.i■■.■. ■■i.■:l�li■Wwr.■...�iris■■i■.■■. ME No ii■ii NEON mom i� ■ �� mom oil Alma �c��■Nr iii iiii■■iimmosouN■iii ii■.■■■■■■■NN.■....■N■■N■NN■.■.■.■.�r�i�too mom ■■i�r■aw i i dill lawn Project: � U(�/G SJa•iE No: alley, Williams, carmen, a king, inc Su jest: fJt%iL LIF1CmjD /� �(�•nfr ENGINEERS , r aARCHITECTS Date: _..1_Q(_LrBa Rep. P.'. be. L179 f 340 chapel hill road eui1in •una sus T A-3 D�-�J c+l-rh,a�.L 3 Cyr DIT�N� D2AIa�Ut kfA = 4,a Az... Qi io' .G x sP,x 46> 16.7 s �2• D i 5F= lCT6) sloe = 4.0% Q` n�t -/P="92' 67 5 A95iome h= o.o3s t 410= 1. tf8(o �63)(.52) (04) O-035 n. GreaC iC h; week R•'� Ici•.P O1C� Cdkt;e.5A , dSo=G.5" �, LGeok Gu/de..1 h �� Co.S° R 1, pr�P = 0,035,50 1.1• orC G U5t Co,S-K I,S =100 vok RIP PAP 5(r6 t- RIP 2A-P Tj Ie-✓-NEIX R•75n1,5 = I4-G" =='Y' .ISII Fl-4 aPelJ G441tnJ6L�• — A-ccs5s IOAD DITC�N z.� p p� - .! .R35�� 6-�-DITcN ' 14 ae A=152 �=z.q� 6=Alp= , B 4: _afl1C('E�5io'R rn" O MCA jLfuett-, : Dpl,ASo .Q = VA = », W,a § TnY.Fi3EncLKS:RoJIa6�DouBc> TALK O� _. M 5, :31 6G7 . s 6C7 s- i Vel _5'i,2oR 5.= `�1.2°C1b� (.09� 3.77Fr/W.[j=VA=3.77x.5241 &CK ..PO+1A-tjm-fr POP'11 a6DFTm=t- A- 1o8n P?.862=.28 vslNc REiArJeLCua a_ rmAx XIEJ ti-�5 �SBG_Iper Ta.�e 3. o'I� fA._a �Project 90: I alley, William so carmen.^ 50 , .lh V.g, ino EMCIN E[fl5 { A5CNIt ECTS Subject: .6l I xevs Date: Rap. J{�SDFtJ �NAnn� —S— AZCE55 2oA-0 510 DITc.fi --J b DRAIiJq�,c /kR.= LoIK. S= 4% .7=56 it/l„- fw' ')-c>lo„l: >( I.o= 5,5 CFs M-0,0IJEL 1 n 4 1 mery.- Q, - v V itic.n wik+� Ai- MAX, , 4 ,,NOT OK 3 Iry v' A= 1,2- MP=.25 I.4s y' y� U5�n9 'F�6ev`IlkssRuVirr.�InoubleTck L1V<e✓ %A:X- •�7 Fr; _OIL v el _ JrR.20 167 �S .t,67 . S R 5 = 59,7�(25� ��9 '-¢74sec�C�J. 4.7k62 -S8c(s Glee e f Cppo �o✓ F",OC �Pe�wn Owi Re -la va GW.CC /) a/255 D CJVJe. , K-. ,Z�11 5- 4/, V — I / .O 721 From Re'a✓rla cc L-,rss D r.UrQv v= 2 Fj/Sec C�/= /A = 2-x2= 4 4: ORw A_¢ R,oieEl: eoc alley, williams, carmen, a king, inc ENGINEERS/1O ICMI.TECTS Subject: Dale: Rep. Eu.x:E av4 A�Gpel) GNM+JJ6L (P- P�.cc>s r20" 51Pe DITUi 1 OVA-I�A�E A 2�/, = I, 2 Imo., = 4 ,a% QIo= G!A GxsaxI12=4.zc.�S zo FQon e*-j+.NuEL S� 7EE'MP GhP-R.I 58c�f �JSE FI(i 6Lf�5: [245l)joG/fj�UP, j7xzl� �12._ `l�✓I PD�� L(N� � l�T� 3. FoR PI RMa+��T GcIcIG - czvE, F 2ow 12!Cthift JAL G GftR�l S G} o A-r DIEM O.So FT GLcx.'<_ etljou�H Tom) 4,Zc; �K AOQ�fJ G�{AIJfJEL i— Ih2� [top p SIDE D17N .11& A-c, S = 4 o % alo= Gt,A_: •CoxFsx Ito = r7.(v 5 -'2. _rR-o>" GI}�+NrJ�L s, T-emPer?hn-Y cNANaE� �In1�2cf}2R-I�s s8c-�5 -- Ose Poomi Tkzv, j Foa— o, (OF rA1PE?i A 1 ¢.ail -�_. Z.6 ,�'= i�n:g5 r R- A�P 38 91�l y �T A140 Ao)j c-415s D c-,x veEL,-:2T5Ft�stz. 4-✓A= 2•riX2.�� �>x e AiroL� Project: No: alley, williams, Carmen, a king, Inc ENGINEERS A ARCHITECTS Subject: n... . 140 ... El Date. Rap. ::: unaz 2Rs34 A-eoEg- cN -OJEea 8 T Ko,4D sloe Dj7 H (e. SA r e A-s OP&,J ,.. USE `l!-MPoanrzY ol-1z-N LAM ft��n�uss RaviN6�n��s�rTAcY �. �t`a7/nf�+J�rJT C.a�lu(- Ft�sGlvE � O(L -ry {oNn No.-T va-ala s ,- (oikc+ 9IZrt. QID= GIA 16+c5'er9-2-32_c_�s .,g¢ A ' c . . 8 A' B�Bd .Z'TZRf Lq a/ p= z7. r 7.Is >o.oz Rn .40 - 5*s a. �'*y_Gf.c<-I S'e,. �� li ✓fie✓ � 9wtay' .o s7z (at� z..85 FT. �� a.2� R' a j,>•st= 1,8bFT/src. Rig = .16,5 Cps.,. neiT OIL F' Jass rot r I.wx( )�( jk�bleT�-k-,�= .0143 of .--.-. L 6G9 15 667 .5 fi ..e .5 _ 5i.2a��44 (0t) 3.2IPI�s� L IQ=VA' ,3,zLx8.8o,goFri I OL AcU5 Lz.S DEAp7N `t 4�� �_347 xsi R p...G�,c.,�, V= L 9 er/stz. lta,a CIS car I Protect No: I alley, williamss E E R S a .A . kIn, i TC L NCIN LLPL • 1XCNI TLC TS Subjecl: D-1 6411 load FA .,iln. Llirf Dale: Rep. . surLLL.[so• nPetJ G}}gr�UrL JO — Tb_ D, pot!o No.1 I • D R-14,-I U R�� f'c2�4.= tJ . O ic_ --- ---- Qio' GIA= .6h5.8kSAin 174e-- 7-, TYPI6AL 5Er�POrJ — S".c As cave7J Cr�&oljFL 2 3. T�mPv2AtzY z_rtJER-, �2am O.C. 9 , 'Zla., e>�Is�w ��I-w Ga. ✓� Carry I6.S c�5;1 efose 4o 17•¢ 'S USE _EKGEC.Sro2, �i rJErz .l� y P�Y�mAnt GoV—FEsgJG, OK D2y (�1C�IG1/OnS QoPCVc NPE� II - t{fi Ta 576-D.-P6-tjf) rJo.2 I. D_cl10 - .-., _G :VS✓~ F.tcG�-slo,'� TE�1(?oRPrk-�r L•irkYl- r11Z --1: +S7tini.. r- o..G• to 71 — }- a b-�E�-Ih�4Na;Nf- Gtr2 _.�yt1P��f4-RY LINE �C�ti51. 11 rJk- e .ids O_e. -IO a• usE �Xr��S7arz-_T1 �4 I'IJ& .1 .' b. P�1�rv1MJtyn}T-' coilH12—: �Js I t � I ilA-7 Project: _ No: alley, williams, carmen, s king, inc 5uoiecL ENGINEERS a AMC .TEE ., Dale: Pep. n..u. ,z;;:d ESE, El A -As o.�Er� �fi-�N�h���J✓�__— �L-��Ji_ �,1��_ SIGs C17�1�. IJA4fF0 At-, 2 Ql�I Gip =a6ox Sax i,4= '�• �JIMI(..AIL Tb OPe-N �-H'l4NNEL N6.35 At Icu, FUEL Fe-2cie = Z,o PT156L oi/ GZ=53c-FS=:cR01e- S 2Ee-DwRol TZMP 1-I05YL=V-1: P16EFPALAAs5 Pu1r16/DDJ6L6TAyc 6 use-Iji p�lervl , �oU rROIL A -i10 b Pew eIH- J1J6L NO.�(o I p.A� ,q ks , s= 3 a. 910= GiAa. .6x5ax•41= 5.145 3 S I m I �A�- -f o °Peyj c4A-w)e8 No. 5 �j. :96CID,ml 1516 YR L&45 /+oo106/Dar(ke TAzlc_ Tl�wP t-Ir1 5- . PlAzywi coJOL =tl- Fiffs c U6 _-� bP�; C11A-a�1�L fJn. t� ♦ _ . Z ..oif > Glib--vv� 17 .3. TRY ;j 1 A`s.q¢ `J,51OG F16azwtoAs5 R°VENc,/DouBLI5 rh=14- ;•7' .Pz la¢ , _ 7-Gm P• L NE12 05104 aI A I.a, R=•73 - - V= 1.51, ze-. 73 •w.,X( 14) s- C14 ghee • -; Q> VPo=.9.6„ 1-8 = 17 c-f5 Olc. 4. GIiEGI� PJY1m. GDUE7L �FE$GJL �SiNG RETPf(LUk.)oE GOhSs P G1"e; , I/ ,= 45 Sec. 5. -Oki, pblPT� her s-fid 0 K. Project. No: alley, Williams, carmen, s king, inc ENGINEERS 6 ARCHITECTS 14 Subject: ._ n... .. R . .,.a I. L..I.n . • .. . 112721[ Date: Rep. .. .n. Ly[]4 /7!B oP�a GN�aN lEL Nb.18 - /�LGESS �qp �5IoE OITc_H - 2• JolL TYPE ----b EQOIS) Ehaol 5LS j rj= %RZy Y= 3.19 R n/P_ _.. °�.I= ----A.• TIZ7..FiAolz- 4LA-s5 Roo wG /Do o13i.E Th�K (M. excelstcre IJ°t -- TAP• r-I/JE� III oR°..cdt°1,X°l4) ._.. -. -. ^_ Lol � --iw•A><o MSo .0143(03) _ •�9 \ V]J_ 59.z0(R)���5�5= 59.Zox ."40wl?(.033. ' Q= Jh= 3, qbx • 7 9z. 6 c{z ;, o is ._.,.5. G.µ Eck PE/UAA�sE-iT GaJg2— FSSQJG -R�Jn6 �JEpj't{ = • % FT USING BETA-P-D&405 .GLIjjt`55 D e-L)"Q R= .33� 5= 3/o .—f-_._._.. _ r1j t 1 A4 nc I Project: No: --—=_I alley, williamsn carmen, a,.hA king, iC,d subject: Y t ]n.f DAM Rep. a.xes.assX A-19 6peo Gtl+rot)er, On. 19 - A-cLes$ RbhO SoE pt 7-H 4 1,o /tom. 2 $Lop E 4 O,a 00 4. I z �4ltti & L, No. 2a b.R= I.oi 7-,1_ 3.3 A� 31/ - -y 11Y T4P Gli 14w1ti W,+K 1•� i vl ass Rey;•, TQ, p L An e (pt 1� so a143 (03) 49 �I-- AsPep11. V -1. = S4, 2 -^jII::.S_:__�.i+Eu� P—FEsq�6_lkss+Xf pePTt+= 0.6 Fr. -. ,I -, .�. If51fJG REr"2(> aI5 GLA5S D Cu2VE, R=•5, 5= 3� V= i.i�/r<c. .,. (fR 3.3x 432 0 = 14. 26 = 1 IY�e+K. 4e1• xe - pe� 3.4 o1. A-�o project No. alley, williams, carmen, a king, Inc Subject; E n c IN E f . 5'9 •, 0 E, M„1 IT MII... E ,u„ aaala Date: :: Rep. eui11n ..e...uvaaasaa (_OPGJ G}ANniEc. Nn 21- 4ec655 12,OkO SInG JDI•rC. _12,?.•=..;S.jhc.,�Qlo' .5x5.8x•6� L79c{'S __y_SIrvllkli6(L.. T'o oPe1J C14"OSL. Ak. I a '_.J_...IU.SG-:--F.-I.SERG LAZS ROJ11�1G � iiDJB�(5 'I7tGK. " PEKMA�1 t1T612-iQJ�dK T - I -Pe_J__�fIA,JN�!-: iNo• 22-,,pcecss Roan slue DITI D•A 5._f )=61&c QID= (if q�x5.8x•G= a8cf5 ULrl2-Ta..OPcs,J G}yNJet 5 5-4 0 1IN6R _ i ir5E rvA-55 RoJIUG/DOuyl,6 M44) CAek165 S•8c�a 9AiNssJ,7_G�tJC2 :FESQvE Cgt22lE5 Qc.�g .'. O,� i e ■car ■■ ■i.�i\■SWd . 211 W2o -* RoA-0 51DGyrTch{ Sn I% r=l7$1tG ./7 %q2 '_.T--{}�+'���iljj>. (.46 A K P 51L� I4bra X 7.. 2k.80 .035kk K'.o1r P OK_ !Girt r .I • . a1: 0_,_2.1_h�(a.t ksr�•,s0,5•pK y n=. 0.0.3o..9i4:„9 9rra�Q No: Rep. alley, willlams, Carmen, a king, Inc [MCIMF[P6 & ARCHITECTS ,... Ou 3170 � L0 t0.pl hill .••0 01111,91e1. t „A a Hb, 21214 1111pn.., ue.aA.EUA HAS .. ■ n ■ ■ NM MM■ . ■ r Elm e. MR0 SON NEE ■ MME■■M ME■■■i■,�� MEMO■■■■ MEEK M■ME A, ,1 , .... ■NE= ■■NEE MEN NONE ■■■:_s_ NNE&wsmm ■MNEMENEM iiiiii■i■ ■E■MENN■MMEN■■EM■■�5M : M �■ ■ �i' E .�ii■oiiM er■iioiiiiiiii�iiiii�Mu1MM�■�iMENEE■■MOM■ ■■MENNEEMIM N MEE ■M■■■■■■■■■■■■■NE■■■.....■ ■■■■ =NENMEM■ wMiNNEWMEMMiM1211OWE MEEMEMEMiMMMENN■iiiiiRN NNEiii o�ooNEMEM ilIIn�NONNMEOi7 EEr +�.n:■E ` ' MENfill �ii R iii ■NEENE■■■iR �iENEMEMMNMEN■MNEN�■■NN�■■■WE EEM i�i� ONES ENn- its iMMENNEQM MEME■EEMEMi NENNN■■■ENEENEME■E■EE■EMEEEMEEMM■Es■/OEM aw Ion Prcleet: No: alley, willlams, carmen, a klnl6. Inc L NR INLL RL a A NITLC Ts Subject: _ P... s., uv i uo anal NB ..• n.nmp... • .0 . a J;z • mnaa Date: Rai i ; 1 I Z?. 1 %f 1 o�N lGHAtJEt,_INo i - l D 2 % ... - am11.Fp-_.-- lit L4 j _ �'t. 'JBEvl�A55 �h�6YG y D.�t1aNG/DoaB�,ETRck.-._ 1Dmax� Msn ' or43�m, I e '1 �+�-1-�921_�F�Rm.,i 'P�E�ARAItAI'�E Gt.1�55 D_ W5�1 ! ._A I 43--} +T$ S.'7: ; '. _L-.. G4k5Tp ewE pI��u' $ I RI 43 _ It { — J I I` r I L- $11012241-5234 1 �H Date: Rep. ESE EEEE ■ ■ . iie .. ■ . . '' i ■■ ■ � EE■� ■ © ■.■■■ ■E■■■■■ ■ � • ►■n■a ONE EiE EEEE ■c■Ilu EEEEEEii��iE ■■ i.■ OMEN ° Emom '�i■ ■ » " .■/■i■ i ■■ MEMO ■■ 40, 11PAK FE a b, /J.. 7 ." 9■■.■■■■■■■ ■I ■.■■.■...■..■..■■... .■ E.E.E.E.E.E.E.C■E.E■E.E. :...t.. ■ ■. ■.■.■■■■ .E.E.. .E■.. ..CEEEEEEEEEEEEEl:EEEE ... ■.■.■■...■ EiCEEEMMEEEEEEEEEEE�EEEEEEEEEEEEEiieiiiE�EE ■■■■■■■■.■.■■■.■..■E■.N■■..■■EE ......... ■■■■■■■■■■■■■ ONES ■■p E.■.■■.■..E EEEEEEEEEEEE .■.■.■. EEEEEE■■EEEEi.■■EEEEEEEEEE.�I EEEEEEEEEEEE ECmom no01E1I EEEEEEEECE■■.■■■■e■.■.i■■■■.E.■.■■■■■..■■■..■■i■■■■ :1111 loom Project: No: Subject: ENGINEERS A ARCHITECTS 0.1. be, 1978:740 chapel hill read IDH ■ ■■■. ■ — s -7 ■ ■ so ■ ���� �...■.■■■.■ ■ a ■.Etc M■■■ ■■; ME■MM M.MM.�ry.i�■.■� MEMO El . 0 .. ..........�.MMM ENE ............�.� ►.� ...■. Is .■OE...■■.. Ell ■■.E,Ln ���_��■.©A ��� ■■ ■ ■.i0 p MEMO mom a. ■ MEMO ■■ MMEi■OOa ■■cacM�Er,WWWW'S 0 ■.■.■ .EiiiME■■EEE■, M■M■■MM■E■EM 113.7" M.■ ■. O.. E_.■M■■EME■...■' ■■■...E.�■.E..E■ EOO■■.E■■E■i■e■■E■■....E■E■ ME■RIUMMER [�I^.La MfL .awl., !R . - ME■O■MEM■ME■E■E■ ■.■..�...Ei�i�s..i .■.'i■�.�iili i'.i..EE..ME.■■Mn mom NO■■..0...�i■:S ONE 0 on ►� :s' - .i■ C�. ■ '.� ... lEmoons MEMO. ■■■■■■... ■ M■M iam .MM M■■.E. ......SEE— C...■■ . ■■■� ...... MENEM ■MOE.. mom i.C�.■■OE■ .■.�■ i ... .■....■i■ ■ iiiii0�.�nE%i■E project: No: =ARCHITECTS ENGINEERS a Subject: P.O. be, 1179 700 Chodol boll good Date: Rap. 9104224-111534 M■l■ MN■■ MOV■ MONO ■■■■ny M■■■N MNM�■■ 61S■ _ � rI r �iiii■r3-= 1.:. ., 1 M■■ ME ' No ■■�■ MEN■ OEM MEN■ ■NN■ ■MM ■■MN ■ ONE ■MM■N■ MENNEN ■■■ON■■MMN■■OMENS M■■L7�JI N■MM■■■M ■NM7i■ii■''IMM■i ■r�M N EMiM■i1:E �■M ■M■■■N■■M■■M■ _M■■ ■�■C��EM■C■ ■■�■ ■■■■■■■M i■M�o,i.�r■m ■N ■ ■oM ■■■MEM■N■NN209 IS�NMN■M■■MMMMN■ own N■M■■■■■■ FEE ■NM ■ Na�M■MM�■M■ ■M■■ C■ NREMii:N'NC EENOME■ 0n CM NOMEMEMBOMEM no Sam ME iONEEMECCCCCei9CC■i■�'■CiN�i■EEMEMENSMONEEM ■O■■N■■■■M■M ■ ■■■ ■■■ ■N■O■■NOMMM MiiiisNCCeiiiiiMEN C' C'C HOMES ONNOMME ■■■■■■■M■■MOM■M■■.■■N■■N■■CCCCC■■■■■ ■■■■ ...■■.■M■M■M■MMNNMNMM■N■MM■MEN M■NNMC NNE■ 'MCC:CCCC:CCC :CCCCCCCCCCC=: C�E:CC= • ■N■M■N■■M■■■ ■Cii■■■M■■■■■■■9■Mi ■■■■..9.■ Protect: No: I alley, williams, carmen, a king, Inc ENGINEERS AARCHITECT& SuEtept: h.. be, 9179 / +w chapel hill ,h.N n.1 31ira Data: Rep. „N.h..h aunac $534 r A P i 1 ■El ■ M■ - " iMOMSm Mrs _ NOISE MEMO - .■O I MMEM ■■ r ■�■■ 0 MENEM 0 ON as ,,ME MMM®OM■■ MONEM � R N ■■E■■■■■■EME■On ► ri1r E�11 1c M!Q En ' ■■■EEO■ ■■KO ME■■OM■■■■■M■ m EMMEMMEM E■E■EMEMEMEME ENE 0i0 MEMMEEM■ M EEE■nl! m ECT73C.,. e. � ■■E M■■■■■■■■EE■MEMEE SOMEONE ■m■■EEE■MME ■Mons■■■. ■■■■SOME M■n■ss■■�M■■M EE■ ME C.. E M■ ^�sr �r E Elll� �SEE ■Noo son MO■■M■■E ■M EE EMM�i ■■Q MOMMENMEM ■ MEN EEME us ■ iEM ■ moss ............. SEE EEEwon ■■■ ..■ Mu■ MI M■E■■■MM■EE■E m■■EMEm■n■o■nMESON on NNE monsoon�No ri 19i ....■....■.■� i�.MOMM■ME■EM■Mson Project No: __— alley, williams, carmen, & king, Inc ENGINEERS 8 RRCNITECTS Subject: PI. E. r 140 IhIP11 hill 'I'd su., n a,m Dole: ReP-EuiaaE.EET. .. _ .. .. . ' I'� I �o -GI-A �$. t �. X Ib'8 K 1 . J _ SjmI�A-N� PP�J G{}d.NNEtr_. u0, �4- 5r4'^'iE SI,oP_c. —�e�0� 1�FiP;a�Gt.A+s- IReolaG �DwP,I,�..th,;K--•1"�R_L��syL i..i-- 'I PEp�WI _CIpJBYL' I I -i--iy'ESLJ6 . 1'+ PIG, fe -I�GI I 0.I_Ses. _ ` I ,.� 1 f 1 f � D t� �. I•_IIII I '�r:161K_5 ®x 3 = I o G•F.LS' -. .,. ,__ ...._ _ 2>, �o,: 1_p 3 �1 I _P21 `I1D�. ��rFJi�fsl•1 Gµp.NrJE �Nb �• ,_ 1 - '--+ � ... - r i I I I 'c ^�e>.Illq _,�tYie/.G��iks5 Ro�iuG�PD�F31.s �kl TF?'hF}L!n)612 = •j B- sl - Lb _6 o L J - - Ir -1i 5 mjem: 810; Rep No: (alley, Williams, ENGINEERS A,AR king, TA [MGIM([PS �11MCNIT[C Ta `.,eenn [Tau , Y..au p V31aas; op J rGAuJtjip Igo =42 �?16 GI-L'GxsBx �4, m153 c{g _ �__ S wtiiu p[t. Zo 1 oPaa c�tfiau6� t +- LJ T D _ .0 �... G�Ez•I< jF 1,$5sv_mE�RrP_R-op ak ----f-{ II C61 � paejBCC N0: I alley, Williams, carmen, as king, InI S F MCINC FNS •1eCMlt[CT Subject; ..b,. 1179 . 740hill 411 . .4 FA . l...a ams Deter Rep. Fii11n nenae Is 4 4.4 2 X. r- I:roxsex:.y 3 5rmlILOta71) 6PEIJ:cfi*4JfJbc 1JO q; I%Se A 124 I P 4.96 5 D _y �--�— I;--�V�Ezom�n�.1n ;F714�Gt.1r55 I j2dJi�U/PoxB�C ryct�.�c. ! I C I I i TEMP 'Uu+ P _4 ' 0 Pgecc _)_,t)_<�(_�7D N7E _ No $]III alley, Williams, carmen, a king, inc r J I�LII� EXGIN CCXC 61XC XIT [CT0 Sublecf. �� _�I,�FrJ_T o e i + ... .11 'nxs Oete: _1 O' 1.1.6a_ —_ Rep. —Wil G.i-- STOQMUJATEI2- GULd6j�.T5 �Qi 5TD2wt PIPS uao�ds 12ono 1=no�� Sn-.nor �Qoss I,OAO TC g�>r-Fr c-F: U5iIJ(f, et;510 I-A6-TIMC MET{OO �� �iTI HF 7E S7Ia2rvi wa-,sa! 4=LOL1 FD2 2S '$TbK- I�JeYJT F12zr f)ETo2 M1ae L.As 7"Imc \s T= 0,49 CI -/lam) w Dire T= Lay r'me ivy (ors, Cli h m; lc5 ('. II000 =2A8 ✓�) / Szr>v' S = 54Y ,,. her Slope n m, = ILS X' Irn PP..'JiJJS f4�o �- [L�dfp s OS7 T` 0•41 (1, 0 x,L ,' 4+ hr5. O-T —o. 4Z 51ba-m = 79ox A x r Loj"et 51. mi,= 1_5SZ T= 1 tiMa 'r onl -o,4Z � cF 5 = 710 x 2 • I I -K y� 41112. C.F5 F02 25 S7D2w� CARfIe-S 760rS (C.n.PI h `-o1zl) �6cO Nn nteNYl 3—IO0i'l fW9 = 3xl�o = 220otfS e- A-0l GA-PAG I TY �� JSiNC Cfv1P WITH COAJC12PT15 LIiIJE2, n=0.012 3x,%ZSc(s= 1-175GES B-7, Project. LvcKS7no r?L-nNo8���1.__ _ alley, williams, carmen, a king, ine CTS Subject; STORM_@LPe {�1=P.� C�:�'brtl� V Ie-_._-- [ e c e t.. PIP n .7°"7215 i "Ilk "span xe,jasld f Date; P.JE_ 2.5t198_7- Rep . —G- _— tcEsl6l.) GA,LGJLAT( DIP) S 'Y-.2. STo RM PIPE urJ DG-R AccsS<. P-a.0 P2PM CAPIEfL P..,�A-p Tb OPPICE 1• 1iRAINA4E ALSeA = 25i ht. UiINC, (LA-T)biJAI. Mie,TI}JD To EsT imoM S ble,m LAOI FLou) G = YJnag Co' Ge 1 ASSJMEO �Dodlq ov C),& �. Yu Ce�-cieve�n' G .�77,, J I 4vey ll, iR1G S�rv� in I/htritc/sjj -Eor 4 (�t ven-�VesIUw.C`11((�� A.✓�N TIFnL Of tXei9h IS iYwS¢q' 0. 25 1r, 5'�/+n �N'-wf � = OralI.,a�e A-req ; to hue S ---Bob 2 5-7 AE:.,, Q=GIA = •6xI X251 Tv de{ev e„ne. I CanS� Y2✓ Tjtn.c u`f Go.+-e ..,�v�vtn Fog I--ji"Itin of bg5in FTC TL= 17 Mlh. r " To, = Il Mih of 25 fir. Slwh+- 53 irf hv. Q= 6xs,3xzs�= 8'176f5 1K SI E�C. Js�nc, GMP7r,=CDl.0zl Vs� IoP�" aMP oa __. t1511.1C GMP� Gowlc QeTE �IIJEO� ✓1= p.ol �L USE ONE —q(q I�Lo LZ�p (ter/GCS ADO CrfS R_! 7 c. Project: LU-C cTa��-�� 1 No: �L7111 galley, williams, carmen, a king, Inc t lINC rXS 1.NLMIT[[15 Subject: J ... mm y ...e ....' •.... p�� arur Date: I oil l$J XeL. �p .✓ ' :.:o.. e. Wnxa yu4 fi IIn=,�, �I•PG, u ap '.Auto D21JE To f•. �. —AI_ 6�ujP- P Y*'' ' 1, '- p n��e ftRat= T�4 3.3 {- 4 4 + I J .P.fai a }Qloo= c I,_ 6x &e7x -8= 100Fj qo.5 s � I ' I , � ,.rs r. GJ --FP-OM ,. LA jr �.a i v6 _ :To 5itfoP._M?-eE5A IN y _.: i EA•2Esr_'ia_'SY Projen:. . Na alley, Williams, carmen, a king, inc ENGINEERS A ARCHITECTS e..Ln r • ..It,, }lfu Date: _.. _ ._-- Rep _—_._ .. ... 19iRRE Ssv G - STa2RErerlTlorJ P6Np5 G 5TO"WA11FR (?�TE*1TT00J 10tLa�L A• arMj;1 UTWG it g. �DrJO T� 3E l raw h��x,T.. DE5l6�J Fort ! naP SEn/Ms �T c. pouo VOLd.+E= 12.5x1llx 43,�6,0 = 45.37S FT' 12 /' U PiAsI�J �r/GuQA7to�1 --� 25-o L x 3a wx 6' 45, 060 = , X '15. 6 X 12, 5- = 49. 5- c�f5 5ce 5tiat 00r8 a{ Flans Fo(Z. De-kI6 eroleer. No: alley, Williams, carmen, s king, inc E XC IMF EP5 ( ERC M ITEC TS Subject n.. ..I -1 snls 1914 Dale: :: Rap. - 5To2rh1JA RET-EENla*7 F6E30 =4 2- {t. %NTfi l fiLJ77d6 A-/ZGA = IO, lks r g. Po»o To BE ?ARhIR-OGVr.'. P5516*J Fw2l 4 5aill _ a. Po>,o dow�,b = to Ate• x 1'K 43,S6o = 36e 30o Fir? :.. 12a D, PftSra Go�JR6�Qh97d 200 �x3oWxG11�= 36,oao 3 F7, u�tir1 See 5Itel Me. 8 Ca sf E.{�o �a z �. �eja% 1s j i.._ ,I a_ —I , Project: no: alley, williams, Carmen, a king, inc ENGINEERS l ARCHITECTS Subject: b,. 1119 / 740 JqJ N 1 In Ot... n erin.Ilo,d 27215 Date: Rep. eui 1111lN... 919i095-S534 e=3 - S fO2nR JaretL 26Ts:*rtlo 1 pO A. 6l)rJTRfDU7-/NJ6 A2SA = lo.s kt�. t7, (you o jD es QERMh+Je*1T .% 0E5161J Fo-a III or- 5£ OIM Gwr .-. G. FCVO VOLOM5 =.1a $li�.k INx 4'3�5bo = �i8��1S Pri 1 ZR -- --- D• 3k'S0 Ga,�FrU. 21� �x3o wx� D= 38,1bo 3 r..,- --�-_. x 6.6x fos _ 41'` 4s Set 54et MO,p o-f' Gons'r-r�cf-ten rb.rs fiv LL�i"g.ik I r- J... Tr r �— T... , I IJ_ i 1 1 I ' 1 7 —t T T � � I Project: No: alley, williams, carmen, a king, inc ENGINEERS a ARCHITECTS SublecC e.. . 740 cbmwel her read Dale'. Rep. n..u. WARR... mian-Rsu• G-4 - 15Ta2mOjprTe2 (Z-w-rv-anvJ POA" A, CnVTRIRoTiNG "EA = 7.7 h'- 5, POA)D TO YE P6-Rr1RNEA1T OES/GIIJ FDA i It OF 5E0/MELT 6. POND JOLVME= ,,%7 X rx 43560 = 27,4751 PT3 i---s l s� 5. Aeet oo . e . off v DEja,f k } I _ t I L Project: No: alley, williams, carmen, a king, Inc ENGINEERS • ARCHITECTS Subject: _ r... .. 1119 . 740 hill El r... .. z,cs Date: Rep. rv»s ssrr 6-5 - 45TORmp1r1-TER RETSNTIorJ PON D -1* 5 A. Cop--rmSUTio6 M6A — 4$ Pry, t3 Polio Tv ae Foe I11 or 5opfe rJT .. G. Poll VOLOmr, zr x.4,31560 = 17, 424 eu. pr. D. .Q25' CIA ,S- _ 6k 4.s- _19 fs 56et No. a or, -Car.)sfiruic Ile.n Qloy..S fan Di fs _ 1 j. r —1-- 44 � 1 � I I . i +.. .i 4i.4. v-\.-%� State of North Carolina Department of Natural Resources and Community Development il/., Division of Environmental Management 512 North SalisbbuurJy Street a Raleigh, North Carolina 27611 James G. Martin, Governor 7K.6 %""r/ /-� / v R. Paul Wilms S. Thomas Rhodes, Secretary Director Z 9YJv. la2A v S� eA4A'Wy Subject: Dear 4���.V z6 atww NPDES Permit Application NPDES Permit No. NCOO " p CI,rGOe S;ONL aO av 1-11671 e// County This i. s t Acknowledge receipt of the following documents on % ,ir Low Application Form, ��Engineering Proposal (for proposed control facilities), equest for permit renewal, Applicaiit��i.o❑ Processing s00 LPee of $ . O d The items checked below are needed before review can begin: Application form (Copy enclosed), Engineering Proposal At­fachment)t Application Processing Fee of $ Other If the application Is not made complete within thirty days, it will be returned to you and may be resubmitted when complete. This application has been assigned to -; a S (919/733-5083) of our Permits Unit for view. You w e advised of any comments recommendations, question or other Snf rmation necessary for the review of the application. I am, by copy of this letter, requesting that our Regional Office Supervisor prepare a staff report and recommendations regarding this discharge. If you have any questions regarding this application, please contact the review person listed above. Wly,Mou erry, P.E. .: y1�/ /�!/ N /1�%X 6(,(^'Supervisor, Permits and Engineering cc: // C i 11" Palillllpn Prrcenhbn Pays /I PQ Box :.667, Raleigh. North Gmlina 27611 76B7 Telephone 919.733-M15 t/I/'/�1_](,,f•//y-/ An Egml Oppommiry Alfinmme Amon Enplmtr State of North Carolina Department of Natural Resources and Community Development Division of Environmental Management ._ 512 North Salisbury Street • Raleigh, North Carolina 27611 James G. Martin, Govemor R. Paul Wilms S. Thomas Rhodes, Secretary September 14, 1987 Director Mr. John Bauhan Luck Stone Corporation Post Office Box 29682 Richmond,Virginia 23229 Dear Mr. Bauhan: Subject: Air Permit No. 6132 Luck Stone Corporation Burlington, North Carolina Alamance County In accordance with your application received July 8, 1987, we are forwarding herewith Permit No, 6132 to Luck Stone Corporation, Burlington, North Carolina for the construction and operation of air pollution abatement facilities and emission sources, If any parts, requirements, or limitations contained in this permit are unacceptable to you, you have the right to request an adjudicatory hearing within thirty (30) days following receipt of this permit, identifying the specific issues to be contended. This request must be in the form of a written petition, conforming to Chapter 150E of the North Carolina General- Statutes, and filed with the Office of Administrative Hearings, Post Office Drawer 11666, Raleigh, North Carolina 27604. Unless such demand -,is made, this permit shall be final and binding. This permit shall be effective from September 14, 1987, until September 1, 1992s is nontransferable to future owners and operators,' and shall be subject to the conditions and limitations as specified therein. For PSD increment tracking purposes paid%V Mate increased 17.5 pounds per hour. ,,.. . Enclosures cc: Mr. Larry Coble Mr. Bob Wooten r, •rr,.., ................... I tU. line 171,S7 P d,¢db Vnnh CamhnA 276,1IJ687 "rd,rIn.� �... 0 An Ilcual Uri*)m niN Mirmnn c T n,, 6'r' emissions are . - August 24, 1987 LUCK STONE CORPORATION (Revised) STANDARD 'BLASTING PROCEDURES This report is a revision of Luck Stone Corporation Standard Blasting Procedures - August 30, 1982, Due to use of non -electric blasting methods, some rules regarding the use of a sequential timer have been omitted. The following rules regarding blasting procedures will be observed by all quarries. - In instances where these rules conflict with or overlap with those of local, state, or federal regulations, the blasting practice will be to abide by the more stringent regulation: MEASURES TO PREVENT THE SEVERE AND ADVERSE CONSEQUENCES OF FLY ROCK WILL BE GIVEN FIRST CONSIDERATION IN THE PLANNING AND LOADING OF ALL SHOTS. Prior To Blasting: Shots will be laid out by the superintendent or a designated representative approved by the superintendent. 2. Face height will be established by means of an approved measuring instrument or burden pole and tape. . 3. Depth of holes to be drilled will be determined by using a locklevel after face height has been established. 4. No shot within the top twenty (20) feet of the rock formation will be drilled facing an adjoining property line which is less than seven hundred fifty (750) feet from the blast site. 5. All drill holeswill be adequately protected after drilled. 6. All drill holes will be drilled at the proper angle. The driller shall check the mast of the drill with a level or inclinometer. This - will assure the blaster in charge that all holes are drilled according as planned. 7. In drill areas where voids, cavities or weak zones are suspected in the rock formation, the driller must inform the superintendent or his designated representative. Loading The Shot: All holes must be checked for depth, water, and obstructions before loading commences. 2. It will be the responsibility of the blaster in charge to consult with and receive permission from the plant superintendent prior to loading a shot. Together they will inspect thoroughly the area to be blasted before the final loading plan is approved. 3. Maximum pounds per shot: 20,000 ll 4. Maximum pounds per delay: 850 5. Shct delay sequence must be done by a certified br Iter and approved by the superintendent or his designated representative prior to loading. 6. If electric caps are being used, each series must be tested before shot is fired. 7. Two (2) caps or one (1) cap and primacord must be used in each column of powder in holes greater than 30' in depth. 8. All electric blasting caps must be tested before holes are filled with stemming. - 9. No drill cuttings, dust, or material larger than passing a 3/4" sieve will be used as stemming material. 10. Holes must have sufficient stemming to control fly rock. 11. In.holes where a deck is to be used, the following table will be the MINIMUM amount of stemming used in each deck for these diameter holes: 3 1/2 in. - 3 ft. 5 in. 4 ft, 6. 1/2 in. - 4 ft. 7 5/8 in. - 5 ft. . 12. Amount of explosives used in each hole will be logged. 13. After stick powder is placed in a wet hole, a depth measurement will be taken to insure continuity of detonation. 14. All blasts will be shot between 9:30 a.m. and 11:45 a.m.; if for any reason loading is delayed, blasting between 1:15 p.m. and 4:30 / p.m. is acceptable. v 15. A seismograph must be used on every blast. 16. The superintendent or his designated representative must see that all men andequipmentare at a safe distance from the blast area. 17. All in -plant avenues of approach to the blasting area, and all necessary public highways will be blocked and guarded during the blast. 18. Shot firer must have a radio in order that he can be reached by anyone guarding the blast area in the event that the blast must be aborted. 19. Sound a warning alarm and call neighbors as necessary prior to blast. WARNING CYCLE One prolonged blast of siren for 60 seconds. Wait for 30 seconds. One prolonged blast of siren for 60 seconds. Shot is fired 30 seconds after last blast of siren. Person in charge checks blast. One prolonged blast for 30 seconds to signal "all clear". - 3 - 20. When shooting non -electric shots, two (2) electric caps of the same delay shall be used to set off the blast, or an approved detonation device supplied by the non -electric cap manufacturer. 21. Large boulders will be drilled and shot only if loader cannot move them to drop ball area - care should be taken to Toad boulders with a light charge of powder to minimize air blast or flyrock. After The Blast: 1. The superintendent or his designated representative must check the blast area, after all dust and smoke is clear of shot, to see that all holes'have fired before the men return to the work area. 2. The superintendent must respond promptly to any calls of complaint about the blast. 3. Sound an "all clear" siren after the shot has fired. o/ 4. A blast and seismograph report shall be filled out the same day of the shot. 5. Show diagram of shot and delay sequence used on the log sheet to be kept on file at the quarry. 6. Complaints must be kept on file at each plant. *Note: In order to deviate from any of the above regulations, permission must be received from the Senior Vice President Operations or the Area Superintendent. John H. Bauhan Senior Vice President Operations JHB/dg 9 JAMES B. MYMJA h"}C f. NORTH CAROLINA DEPARTMENT OF r� p ENVIRONMENT AND NATURAL RESOURCES N �I��ry�pnnD WINSTON-SALEM REGIONAL OFFICE uln�' MAY 19 )ggg D DIVISION OF LAND RESOURCES LAND QUALITY SECTION 6y -_ May 10, 1"99 MINE INSPECTION REPORT `� u Luck Stone PO Box 29682 Richmond, VA 23229 RE-. Luck Stone - Burlington Mining Permit #0148 Alamance County Dear Sir or Madam Attached is a copy of our report documenting an inspection recently conducted at a mine site for which our records show you and/or your firm to be responsible. The inspection was performed under the provisions of the North Carolina Statute 74.56 of the Mining Act of 1971. Please review the report carefully and note any problems or deficiencies documented by the inspector. Furthermore, please note any recommendations and/or specific corrective actions required to correct any deficiencies that may be listed. The responsibility for understanding and complying with the terms and conditions of the Act lies with you. Please do not hesitate to contact this office at (336) 771-4600 if you have any questions concerning the attached report. Your cooperation is appreciated. Sincerely, Matthew E. Gantt, P.E. Regional Engineer MEG/grh Enclosure: Mine Inspection Report cc: Tracy Davis, Mining Specialist; WSRO File s63 WAUGHTOWN STREET. WINRTCN-SALEM. NORTH LAROL 29107 xE 336-]>I d600FA%336-0)1-A631 AN EV UAL oPPORTUN ITY /AFORMATIVE ACTION EMPLOYER - 30% RCCVCLCW I0% POST -CONSUMER PAPER - - North Carolina Department of Environment and Natural Resources, - Division of Land Resources, Land Quality Section MINE NSTECTION REPORT (PERMITTED MINE) 1. MINE NAME Lv GIG Sintje.- R.le) 2. MIMNG PERMIT # _05 3. OPERATOR I iA P)L St-Drl 4. COUNTY Aj C 5- ADDRESS 1>0 8 A a33a 6. PERMIT EXPIRATION DATE M&Z= 7. RIVER BASIN C:aeE, WVZ7 8. Person(s) contacted at site Teyru t-tt SI W LW G Ca thrR.w_ - 9. Was mine operating at timeofinsp c [I No 10. Pictures? ❑ Yes. Q^Ao 11. Date last inspected: 1 ItQAI 3 12. Any mining since last inspection? I� ❑ No 13. Is the mine in compliance with the Operating Conditions of the Permit? �s ❑ No If no, explain: 14. Is the mine in compliance with the Reclamation Conditions of the Permit? es ff No If no, explain: 15, Did any of the above deficiencies result in offsite damage? ❑ Yes o 1f yes, describe the type and severity of the damage: 16. Corrective measures needed and/or taken: 17. Other recommendations and comments: -%C� l.r t t Y14 Q 18. Is the Aonual Reclamation Report +/-map accurate? ❑ Yes ❑ No (Explain) 2-1 of Reviewed 19. Follow-up inspection needed? ❑ Yes 9 Proposed date 20. No. of additional pages of Inspection Report I.P. 21. Copy of Report sent to operator li /36 14•< t 1l,� (date) INSPECTED BY: %n �i(.'L:Lllll�lni) DATE u /aa/9 Telephone No: QA51) -77) 00 While copy to file 3'elloiv copy to operator Pink copy to Mining Specialist 10197 North Carolina Department of Environment and Na[ iiIIaPs�u%cAs� Division of Land Resources, Land Quality Se n MINE INSPECTION REP R By___ -- (PERMITTED MINE) 1. MINE NAME Lvc IG S-klnPr fw r l�n 2. MINING PERMIT 3. OPERATOR _I i i P Jr 4hn in 4. COUNTY lMa V IA.nC C 5. ADDRESS O l� Iv 14 ^A?oa 6. PERMIT EXPIRATION DATE 7. RIVER BASIN l Uc, Rea r- 8. Person(s) contacted at site TP. r✓ V 1 L(S w i.UUr t i)O ✓ pyl_. _ 9. Was mine operating at time of insp etion? 9J--1 es ❑ No 10. Pictures? ❑ Yes O'No 11. Date last inspected: 1 /aa!%R 12. Any mining since last inspection? Q Ye ❑ No 13. Is the mine in compliance with the Operating Conditions of the Permit? [; Y as ❑ No If no, explain: 14. Is the mine in compliance with the Reclamation Conditions of the Permit? es ❑ No If no, explain: 15. Did any of the above deficiencies result in offsite damage? ❑ Yes o If yes, describe the type and severity of the damage: 16. Corrective measures needed and/or taken: A11A, 17. Other recommendations and comments: &4e- - I Q,' 010,t lA 14Lt l l n(Q111 fL lnLk 18. Is the Annual Reclamation Report +/-map accurate? ❑ Yes ❑ No (Explain) 191TIot Reviewed 19. Follow-up inspection needed? ❑Yes o Proposed date'- 20. No. of additional pages of inspection Report. 21. Copy of Report sent to operator /.zL /✓l/ / /!_1 � ^qn I1 (date) INSPECTED BY: C 104' mu DATE qlaOlq Telephone No: Ld36 -7. — �l-lope White copy to file Yellmv copy to operator Pink copy to Mining Specialise 10197 North Carolina Department of Environmem. Health, and Natural ResourceRELEIVID Division of Land Resources, Land Quality Section MINE INSPECTION REPORT MAR OU 19y0 (PERMITTED MINE) uNn 011ALITY SE00 1. MINE NAME I s!U IAM4 2. MINING PERMIT # 'I-S 3. OPERATOR L� ro¢<Fra.i lu2 Wpi"A 4. COUNTY 4L&iAar6 5. ADDRESS 'PO o'1A VA cR±)&2;tq 6. Person (s) contacted at site o ^> J I S 7. Was mine operating at time of ins action Ug Yes ❑ No 8. Pictures ? Yes No 9. Date last Inspected: .5 / 30 / 10. Any mining since last Inspection? ©Yes []No 11. Is the mine in compliance with the Operating Conditions of the Permit ? []Yes ® No II no, explain: CL1y D'�c,.I P02;o3 hw 4E V yi oep Avr.. auJralE - i� I nF --a+ ` lIlG.F I,y, ( DI> cG. 3 5"1pJb x� IJ G6 4co is -r.I ` -roP nF -r+fi cjm^wC^t. <c „ten-( wJ ' SArlm-I -m6 rr i 12. Is the mine in compliance with the Reclamation Conditions of the Permit ? ® Yes ❑ No If no, explain: 13. Did any of the above deficiencies result in offsile damage ? ❑Yes m No If yes, describe the type and severity of the damage: 14. Corrective meanre nend/ortaken:(PDeav,oe /Ne u. P�-rfc�zg A6 N� ,A *tl Ao"(5. 6f'rbz� -,,, Aa7 cr w5z Ex en AKEAs - T l Ito !4¢ `.,.J1. P.=c� llor Y+.4.r '(�. wc.�' �-. �.. S.+�L.: L: i-.tin r:P•Ccn . 1 15, Other recommendations and men 5� c +s N GGOD er.rl-Ind . �l:�scs �e YOUZ Co.a 6AA- .2 16. Is the Annual Reclamation ReportQ+/ - map accurate ? Yes No (Explain) ❑ Not Reviewed 17. Follow-up inspection needed ? ❑ Yes ® No Proposed date ��J/ 18, No. of additional pages of Inspection Report_. 19. Copy of Report sent to operator1LZL/_ (dale INSPECTED BY: 2Aal?� Q'A,6t DATE: 3 1 �7 1 =+G Phone No: (Z3fa) 7(0l- a?,st White copy to Me YePow copy to operator Pink copy to Mining Speciatal 66 State of North Carolina Department of Natural Resources and Community Development Winston-Salem Regional Office James G. Martin, Governor DIVISION OF LAND RESOURCES May 260 1988 Luck Stone Corporation P.O. Box 29682 Richmond, VA 28229 Attention: Forrest E. Wiseman Construction Manager Gentlemen: RE: Burlington Quarry Alamance,County, North Carolina N.C. Mining Permit 1-08 Deadline for Compliance: June 13, 1988 S. Thomas Rhodes, Secretary On May 29, 1988, an inspection of the site development at the Burlington Quarry was performed by Abner Braddy and myself. At the time of the inspection we contacted Mike Petty with Alley, Williams, Carmen, and King Engineering Firm who accompanied us around the site. Inspection of the portion of the site on the west side of Boyd's Creek found that despite recent heavy rains sediment controls were generally being maintained and most controls had been installed as required. .The only areas of major concern were at the creek crossing where the specified controls on the south side of the road on the west side of the Creek were not adequate as noted in the approved plan due to activities by the contractor for an access road and at the outlet of the 60 inch culvert on access road to the quarry where maintenance was needed. However, on the east side of Boyd's Creek, very serious problems have developed as the contractor has not followed the approved erosion control sequence. Sediment control measures were installed around the perimeter of the site and grading started without regard to the protection of the stream which divides the eastern portion of the site. Contractor activities have placed fill near the stream or have drainage patterns toward the stream such that during storm events sediment can flow W25 North Point Ibulcovd, Suim Im. Winoon-Salem, NC. 2T063295 • Telephone 919J612351 An Equal Opportunity Afimanw Ac Employer Luck Stone Corporation Page 2 May 26, 1988 to the stream without adequate filtration occurring. In addition, on the southeast portion of the site, drainage is directed over fill slopes in such a manner to cause excessive erosion resulting in overloading of sediment control measures at the perimeter. Procedures are specified in the erosion control sequence to alleviate these problems and minimize the potential for damage to the stream. The items :Listed above are violations of operating conditions listed in your permit to operate a quarry at this site, those being condition 4B and 4C. In order to correct these deficiencies, all measures at the site must be installed and maintained per the approved plan. This must be done in compliance with the erosion control sequence. In addition additional control measures are required at the triple culvert road crossing of Boyd's Creek to provide an adequate level of protection. These items are noted on page 2 of the enclosed inspection report. Corrective measures must be completed by June 13 1988. It is our understanding that further work has been halted at this site and corrective actions are underway. The site will be reinspected June 14, 1988, at which time compliance is expected. Should you have questions -please feel free to contact me at (919 ) '161-2351 . Sincerely, G. Dou�Miller, P.E. Regional Engineer Land Quality Section adw Enclosures pc: Tom Carroll MINE INSPECTION REPORT Land quality Section 1, Operator: LUC.0&5-oQZ 2. Mine Name AozL.k). &Tnrj 3. County: 4LA nN Wee. 4. Is site permitted? Yes_j,/No S. Permit No. I//-09 6. Person(s) Contacted: (yi1K'a 2RA, ({J wc)G) EC4 .IPNkIMs ll-L 7. Was mine operating at time of inspection? Yee No". Pictures? Yee_ NoL/ 9. Date Last Inspected:`/2)/�0` . Any mining since last inspection? Yea Nof/ 11. If mine is not under permit cite evidence of recent mining activity: 12. Are public safety provisions in compliance with the permit? Yes_ 13. Is the mine in compliance with the Operating Conditions of the permit? Yea No_)L If no, explain: /fie AStJeeS ioeodlded Pm loe. majL4awed )o Neae&# sPd� nPnlfia/row F MAaoA Ns44o*..oI wa%eeo✓rz eg 4G _ &Z)eoued eeosroJ eo r4e0 Gdoti(Se4�Nce. &LOeo6+o.i L404LOl �� 14. Is the mine in compliance with the ,R/eclamation onditions of the permit? Yea No_ If no, explain: 90 15. Did any of the above deficiencies result in offaite sedimentation? t Yea 'j No_ If yes, what measures are needed? see 2.1 JI 16. Is the Annual Reclamation Report and map accurate? Yee No If no, 17. Other recommendations and comments 18, Follow-up inspection needed? Yea VNo_' Proposed date: 412/$S 19. Copy of report sent to operator? Yes _/_ No_ No. of add'l pageai— folbm INSPECTED BY' 4V OaA dn�-)!ZeXCJ DATE: X-) t ). ae?Wy .t4z - LAND QUALITY SECTION PROJECT: 1,ucx STooF Page Z of F- mm INSPECTED BY: v i ON State of North Carolina Department of Natural Resources and Community Development Division of land Resources 512 North Salisbury Streer • Raleigh, North Carolina 27611 James G. Wan, Governor Stephen G. Conrad S. Thomas Rhodes, Secretary June 29, 1988 Director Mr, Forrest Wiseman Luck Stone Corporation P. O. Box 29682 Richmond, Virginia 23229 Dear Mr. Wise atn: Attached is a copy of our report documenting an inspection recently conducted at a mine site for which our records show you and/or your firm to be responsible. The inspection was performed under the provisions of North Carolina General Statute 74-56 of the Mining Act of 1971. Please review the report carefully and note any problems or deficiencies docmented by the inspector. Furthermore, please note any reccnmeudations and/or specific corrective actions required to correct any deficiencies that may be listed. The responsibility for understanding and carplying with the terms and conditions of your mining permit and the Act lies with you. Please do not hesitate to contact this office if you have any questions concerning the attached report. Your cooperation is appreciated. Sincerely, Trace E. Davis, E.I.T. Assistant Mining Specialist Land Quality Section TED/se Enclosure: Mine Inspection Report cc: Mr. Doug Miller, P.E. PO B= 276 ,, Raleigh, North Camliw 2701- 6 7 Tel hm 913733-3833 An Emml Opwrwnia Aflimari Anion Employer North Carolina Department of Natural Resources and Community Development Division of Land Resources, Land Quality Section MINE INSPECTION REPORT (PERMITTED MINE) 1. OPERATOR UUrK 57DAA6 10WPA4WV 2. MINE NAME &AGIAlli OGA11+7' 3. COUNTY A4A%iA /LE 4. MINING PERMIT# /-06 5. PERSON (S) CONTACTED AT SITE TOW T6A-1r4 6. Was mine operating at time of 'inspection ? ®.Yes ❑ No 6. Pictures ? ®.Yes ❑ No 7. Dale last inspected: _[_v � 8. Any mining since last inspection ? ZYes ❑ No S. Is the mine in compliance y+ilh a Operating Conditions of the Permit? ❑ Yes K No If no, explain: 0•C- �-¢ Chi S�rbrea+r oor9 't; - tirr-Aar A.'r rNc 0"ner A"K7- RLr Few 7*;; r+♦tc Ayoip rts&0*94�& Fu- 04"b�-C=42*kA 7711e-A4i0i*A LAID 7111 19fbr 5 M6 oc CACL*--al*�..ret Sr Azsaaca CRr / P /✓ 7i - E G jp Mw. SrsMt 3=1W Anz LE2am AwA&yit; taw ac= 7A%7 APAO ?tMr nw yAF, Pid/DS C+fcxst.7b D+wttr 9444lliFcc A"AWr- FNiwr 7Ms wnFo 7n 7AW Su/&7 D.u-p. jW &JkJA 150e- c rAtr Cat-. CG Bacr-t a'rrr- DAo+ 4- - Fta7bk. STVW a• AMISD 0v WC Aak6 or, A/E' 10. Is the mine in compliance with the Reclamation Conditions of the Permit ? ® Yes ❑ No If no, explain: 11. Did any of the above deficiencies result in offsRe damage ? ❑ Yes ®.No If yes, describe the type and severity of the damage: 12. Corrective measures needed and / or taken: StS Aeow 9 13. Other recommendations and comments: Sri [Anes Gang ?kyyS Lemma 6mio — Goo + Co ATMSr AAC ♦ XC /Aoa_ CO / / +N ff�diCfd'N-- �- 14. Is the Annual Reclamation Report+/ -map accurate ? Yes ❑ No / o revlewe (Explain) Al0 A04t- A6A0/46D A0r&- !4 9 15. Follow-up Inspection needed ? 9 Yes ❑ No Proposed date 16. No. of additional pages of Inspection Report _ 17. Copy of Report sent to operator INSPECTED BY: /;Aow DAyi% %DK CAnwrct- DATE: G / Z,g fdatg)_ While ropy to No Yegow copy to operator Pink copy to Mining Spe Wst aee W. MINE INSPECTION REPORT 6-.Y-S �/ Land Quality Section JON 2119� lip, 1. Operator: ,lii/�//,( 7�y�/�o 2. Mine Name 6.% ' /aiIv 3. County: 1 j1,P AZe 4. Is Bite permitted? Yes:lo 5. Permit No. 6. Person(s) Contacted: ///!yy/�l �C /./SSl�� ZZ4;o �,Go 2 7. Was mine operating at time of inspection? Yes No_,e B. Pictures? Yes(/No 9. Date Last Inspected:.5��/fV0, Any mining since last inspection? Yes N0 11. If mine is not under permit cite evidence of recent mining activity: G 12. Are public safety provisions in compliance with the permit? Yes_ Noxe14 13. Is the mi in compliance with the Operating/c��onditions of the permit? Yes _ If no, explain:^ S Ile elver 14. Is the mine in compliance with the Reclamation Conditions of the permit? Yes No If no, explain: 15. Did any oft the above deficiencies result in offaite sedimentation? Yes No ,PIf yes, what measures are needed? 16. Is the Annual Reclamation Report and map accurate? Yes —No— If no, 17 18. 19. Copy of report sent to operator? Yes 4 /� No_ No. of add'1 pages_ (date) INSPECTED BY: 4A7 `?� ✓Y.�2'G DATE: w[- Z .f t'� m.t.. f •ram State of North Carolina Department of Natural Resources and Community Development Winston-Salem Regional Office DIVISION OF LAND RESOURCES S. Thomas Rhodes, Secrera James G. Martin, Governor n' July 8, 1988 Mr. Forrest E. Wiseman Construction Manager Luck Stone Corporation P.O. Box 29682 Richmond, VA 23229 Mr. Wiseman: RE: LUCK STONE CORPORATION - Burlington PLANT - MINING PERMIT 1-08 SEEDING/MULCHING SPECIFICATIONS ,2 / r�vgz 2 Our Office not only concurs with your decision to exchange the wood cellulose fiber, originally approved as mulch, for straw and emulsified asphalt, but, in fact, is pleased that you have made this decision. Our experiences in the field with the use of wood cellulose fiber lead us to believe that it is not as effective as the more traditional method of mulching which you now propose to use. Though it offers ease of application, the wood cellulose does not retain soil moisture as well, does not provide as constant a soil temperature during ambient temperature fluctuations, and provides less resistance to the erosive force of raindrops. Regarding the addition of Korean Lespedeza to the seed mixture, we also have seen this used in the referenced geographic area with excellent results, and therefore approve the change at the specified rate (25#/acre). We are pleased that Mr. Martin and his company provided your staff with this very useful input. Should you have questions, or require future assistance, please do not hesitate to call. Sincerely, Abner S. Braddy': Engineering Technician Land Quality Section PC: Darrell Russell Tom Carroll✓ W2.5 Nonh Fblm 13oulrnnl, Suite Im, Winsmn-Salem, NC. 171063195 • Telephone 91&761-1351 An Equal OppmmniW ANirmarive Anion EnpbWr I f , I , ».. RECEIVEIj ,1AND QUALITY SECTION ® North Carolina Wildlife Resources Commission 0 512 N. Salisbury Street, Raleigh, North Carolina 27611, 919-733-3391 Charles R. Fullwood, Executive Director January 11, 1988 TO: Tracy Davis, Assistant Mining Specialist Land Quality Section, DNRCD FROM: Dun Baker, Program Manager/tfgyy' Habitat Conservation SUBJECT: Luck Stone Corporation's Mining Application Alamance County, North Carolina Wildlife Resources Commission biologists have conducted site investigations relative to the subject application. We have no objection to the proposed project provided silt and sediment controls and a 50 ft. buffer along the stream are implemented and maintained throughout the project life, and provided that the reclamation plan provides for wildlife oriented plantings to mitigate habitat loss. Enclosure F" RECE14ER 6��tNk-, OEC 141987 MASITAT CORSLV.WA1 bA 3L0011 State of North Carolina Department of Natural Resources and Community Development Division of Land Resources 512 North Salisbury Street • Raleigh, North Carolina 27611 James G. Martin, Governor Stephen G. Conrad S. Thomas Rhodes, Secretary December 11, 1987 Director Ala'—•CiliFIFTsSt O TO: Dan Baker Program Coordinator Wildlife Resources Commission FROM: Tracy Davis r17 Assistant Mining Specialist Land Quality Section RE: Luck Stone Corporation's Proposed Burlington Plant Alamance County You will find attached for your review a aeries of site plans for the above referenced project. Luck Stone Corporation proposes to construct and operate a crushed atone quarry at this site which is located off N.C.49 at Carter Road (S.R,1753) in Alamance County. Please review the site plans and advise as to the possibility of the operation having an unduly adverse effect on wildlife or freshwater fisheries (G.S. 74-51(2)), Please respond by January 8, 1988. so that we may complete our review of the permit application within the statutory time limits. Your continued cooperation in the review of these type applications is very much appreciated. TED/Cjt Attachments cc: Mr. Doug Miller, P.E. P.Q Bm wiuV, kaL0, Na,h Catalina vm1-7w Tdryhm,e 91%n3 3833 An Equal Oppmnunry Af inn m Actin Emplo a APPLICATION FOR NORTH CAROLINA MINING PERMIT fol °s IA In 1971, the North Carolina General Assembly created the North Carolina Mining act, General Statutes 74-50. After July 1, 1972, no operator shall engage in mining without having first obtained from the Department an operating permit which covers the affected land and which has not been terminated, been revoked, been suspended for the period in question, or otherwise become invalid. State of North Carolina Department of Natural Resources and Community Development Division of Land Resources Land Quality Section P.O. Box 27687 Raleigh, North Carolina 27611 (919) 733-4574 APPLICATION FOR A MINING PERMIT LUCK STONE CORPORATION - 1. Name of Mine BURLINGTON PLANT County ALAMANCE 2. Name of company LUCK STONE CORPORATION 3. Home Office Address P.O. BOX 29682 RICHMOND, VIRGINIA 23229 4. Permanent address for receipt of official mail SAME AS ABOVE (804) 784-3335 'Telephone 5 Mine Office Address To Be Determined To Be Determined 6. Mine Manager Telephone 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. '•Siena I : Title 6E VICE PRESIDENT - OPERATIONS Date NOVEMBER 3, 1987 'The Land Quality Section should be notified of change in permanent address or telephone number. "Signature of company officer required. APPLICATION FOR A MINING PERMIT A. General Characteristics of Mine. 1. Total acreage at site. 300 Acres owned 150 - Acres leased 150 Property owner if leased Horner Company _ HE HORNERCOMPANY _ 2. Name of materials mined: Granite Gneiss 3. Mining method: Hydraulic Dredge Underground Shovel & Truck Dragline & Truck Self -loading Scraper Other -Loader & Truck 4. a. Expected maximum depth of mine 500 b. Expected average depth of mine 400' 5. Area of previous activity: (Identify these areas on your mine map.) a. Area of previously affected land at present site that is inactive and has not been reclaimed: Nong - New Mining Site (Note: Mine map should clearly indicate any disturbed areas not to be included in this permit application. Explain why these areas should not be included.) b. Acres previously reclaimed at present site None 6. Present (premining) use of the land (estimate acreage for each): Cropland 25 Pasture 15. Forest 249 Fish/Wildlife 6 _ Recreation Other 7. Proposed land use after mining and reclamation has been completed: Cropland Pasture 125 Forest 71 FishlWildlife90 Recreation Other 14 B. DETERMINATION OF AFFECTED ACREAGE AND BOND 1. Number of years for which permit is requested 1 Q _(10 years maximum). 2. Total affected acreage to be disturbed during initial year of operation: a. Area used for tailing ponds _1s5 _—acres b. Area used for stockpiles _27 —acres c. Area used for brisk piles (Earthern Berms) 10 acres d. Area used for processing plants and onsite haul roads 14 acres e. Area of mine excavation, including areas being prepared for mining, actively mined, and inactive but not reclaimed. 12 acres f. TOTAL a-e 64.5 acres 3. Estimate the maximum amount of land to be disturbed and unreclaimed at any one time during the life of the permit. 30 acres 3 APPLICATION FOR A MINING PERMIT 4. Check acreage to be bonded': Total affected acreage figure from 82f OR 83 (page 3)whichever is larger, equals acreage to be bonded. (See 15 NCAC 68.0003 for bond amounts.) 0 - 4.99 acres 5 - 9.99 acres 10 - 24.99 acres X 25+ - acres 5. WIII your company file a blanket bond covering all of its mining operations In North Carolina? Yes X No C. PROTECTION OF NATURAL RESOURCES 1. a. Will the operation Involve washing the material mined, recycling process water, or other waste water handling? v« X M b. WIII the operation involve dewatering the mine or discharging fresh or waste water from the mine or plant? Yes X No c. If you answered yes to either question la or lb, provide evidence that you have applied for or have obtained a water quality permit from the Division of En- vironmental Management See Attarhed Inttpr From Arthur Mouberrv. P.E. August 13, 1987. 2. a. Will the operation involve crushing or any other air contaminant emission? If yes, indicate evidence that you have applied for or have obtained an air quality permit Issued by the Division of Environmental Management, Department of Natural Resources and Community Development. See Attached Letter From R. Paul Wilms, September 14, 1987. b. How will fugitive dust from stockpiles, haul roads, etc. be controlled? A Johnson Marsh dust control system will be utilized to minimize fugitive dust from conveyors and stockpiles. A water truck will be utilized to control haul road dust. A truck spray system will be provided to minimize emissions from customer trucks. *In lieu of the surety bond required by this section, the operator may Tile with the Department a cash deposit, negotiable securities, a mortgage of real property accep- table to the Department, or an assignment of a savings account in a North Carolina bank on an assignment form prescribed by the Department. The amount of land disturb. ed and unreclaimed at any one time must not exceed the bonded amount. The mining permit is issued only for that area covered by the bond. 4 APPLICATION FOR A MINING PERMIT 3. Generally describe the sequence of land disturbing activities and reference the se- quence to the mine map(s). For the purpose of establishing a sequence, the 10 year operative plan will be divided into (4) phases. Phase I will involve the construction of the entrance road from Sandy Cross Road to the maintenance area and the maintenance hardstand area. In addition, the overburden removal will commence in the northeastern quarter of the quarry. Berm construction, with the overburden, will commence along the northern property line. Phase 2 will involve the continued removal of overburden from the initial quarry site and related berm construction plus installing the Boyd -Creek crossing and the crossing of the tributary to Boyd Creek. The drainway diversion will also be constructed. Phase 3 will see the completion of the access road to Carter Road, the construction of the berm along the eastern property line, the completion of the removal of the overburden from the initial quarry site, and the grading of the plant/stockpile area. The berms along the northern property line will also be completed. Grading of the office/parking area will also be completed. Phase 4 will entail the expansion of the quarry to the projected 10 year area and the construction of the berms along the western boundry. 5 Y R VrA t ! r N Y v �. i'� re t say r¢ r r� 31.t �'� ^ 'i" 5 .rxw� tli �, Y+ c.$••p SL 4,v+.. rh! .,dr.,,< Y ;.'i7� •i r 6 r 1 ♦ r 5` S v'i > u;.t Wv#" 3. a% ,r1ad�4�,'iY+7''d11+ j y 4 n h v14lzm Tif - i 3 ��.+ y 1 i r ^i rN ' ly`'lp x < c 4 §I+HCt ! ✓.r- yYi� e'r 'r' „i' 41 j. ,r co * i 1 Pt ps r ixrs?a 9 \ o c r a 6r 1 t \ v rr :iup :ai.: •. �r::..� 2 Ve �J OL9 _ p Id ip I , ♦., t f O\ N ♦ P S u i �ls / / ,� III r�� l`\ 1C( - \ b _'_w" -_. JOHN J. NiCKS ia.,. zl t"e-'E pqc C �'� �CbYDE. ,.,«,. MATCH LINE N ERT ��— Lf �/ .�, I - A / /I �,s{� reo .i�EE• A R RJR» V r, Lee/ Nap' - E� "I v f - 3. `. l m A\ xxo cross 10T pi NBLL B A i'E _ h %� A 1 \ jai y 1 } 'V <99 5 �--� e r�l �` A, h Sege =.. ",`NayqIN,- a4 .F%,.�� .. �� �1 ¢ w �Tv��� " °iC. ,�� �. LIl- H O B : I�I " h �. �/ R.E. FAULKN ERA et ux . 9Tr'" ,LI �� f a �v/ �� 11 y I I, - ' _—(Qy R/� � � f� D Pot AdL� I. r All jj d r _ _ rp r_ _ i, tie - - �,� MARTIN MARIETTA 44 MG%I x xzz"E-f v i'.,.IB),{ 0 r / i f �Zi�2V66.r� CORP. FNI SQ{SP WE t1 StIL) ! I Feel/ /� � dF` ( CJ4B RAY E ROB � I zrzo"E1—. ERT _ , ! ,� , p Cell S. - IA 7r� - / i , .I L ee _ � rr — — I1 GE q�J � or F\ 0.41N , ' i : AKIN I i �• �� I JERRY W. RUDD ' IILIsCOLE, _� 5• TRI °V2 m ILL mo p 11 �� �` wlwaM H. W MONpw N FONVILLE n ;� i �, 62 I N 7U EE TED U J EA /, ff BCALE - _ . ( ILI - - Y . - aa� - b_L, _ ((///��// - OFFICE Q 1NIL; •41 ((,,� � r y ).. I TE HYDROWELLOGY I`.} R El C4{[Y�' II MARTIN MARIETTA LID 1 1 tit �I eI 'k� oRo�Locy✓v . �; _ CORP. - WELL �� E f ( `�`, , `..r nq �� o-m r - I) LLI , _ _ /� W. JERRr FDNVILLE y I (� ;'aY �;w PLANT }�tD t ., �� ILI_� �/ �_�s��s if1 I �� STOCKPILE ARE �' �z �� N85 31'3T'f �L� —� A !� FLITS' �i, .� O �- —ILI T I� - Q.UA� Ry 2� F 1 ED {T4AAR P JT E q ��—� 0 EA i \ST�ORMW UARR .+r i slNs s °� ----- 12 �Ac � �� / _ %,y� / -- Eti lorJ d �MY15ROLOGY,,. �• EXPA�I'F\ 2$ _ / WELL r „ Ile, <1 z ��.. �� '. —� '� � FULLERILI E. ILL t le J l O lC,f 1 � d v N \ - A ��' ��� _ _ a , /\ x / \ 1 i w . ' �� N Qc ILI�PLANT NO —� l - §T6CKPIL�F ARILI EA - '�- FIII - / _ — // \ - ILL k \ TT G - \ILL iL - _ ICLARENCE e1% F. FULLER pll ILI �. �ALe O ,Ij , ­lA Lee I _ I _ �♦ , " nu ♦ o i a3i s� i LIII JILI I'll eli/r/ dad . S� ILL Ile, r"I ff �� r ILI,r---_,___ HARD1) ' � I . / i �� _ HI H RM sHIPMAN' L --- - - - - „ I < EE 3: ILIA'%/_ ��y - — _i R-Ne,'"aa 00 w �� '_ ,' PRED M. FLORSNGE - r _ ry_Lee 17WA ER fDICLARD e i K 1`R. - R TEiaYION; e /j - �/ S _ HIPMAiN i x , rxo.ro FLb72D PLA1 MINE MAP ,, � �li� � �r e ,� II 4 A l f� I �I �Le I i^ BURLINGTON PLANT ILL 1/ m AlAance County, N.C. 1 \ Ile.Lee MINE MAP PREPARE Y ��I\ '' - � I Ir-� -tl" ALLEY, WILLIAMS,CARMEN EKING; INC. _..IL r, r `�.. vyl I , �/� / A.�1 1� ,1 Ile ��� ,�, .o i >8/ o � o erA6x.n.r .� U 1111 \ !,`\`�\ o.rca..r.xo UNE F.iar \_• ,, . xE =E , r - ,I. r\\�) - / III I �I{r/ '—' v-.\���\\4� -/- TOPOGRAPHICPREPARED 8Y !! ILI,�I ) �(1�- �,. I' it�,- /IJIJ� �� '�� \ \ -:--.w Isa,.JD" AM W.%• MINE MAP PRE R !! se le'''7,�-�/,, 5ILL .. �� Y� DATE OF MAP 1OCT 198T ..r,.,e .S JOB NO. 87111 0 MATCH LINE INSERT I WHO SITE 5 �i COUNTY, OCTOBER "im Corporation NORTH I ) 1987 CAROLINA ALLEY, WILLIAMS, CARMEN, & KING, INC. ENGINEERS AND ARCHITECTS BURLINGTON, N.C. f h 0 —590 \\ O O I I rf 1 I,pj1 � v y n z ILI• oioo mpn m =2y 9 f I 4 = !M C 475.21' i7 763 49�� 0703�59 m 1 -�5.91N 07° 41'29 If _. If If oil F m _ r s t � � p \ - V �F / S If i -frl� D /�o� If eel � I r S / m / fIr m '. / 29 x r If If If 6 If I i , — V ➢ i If � �• � �\� � f I � I ° .toyE � � � d\ \ f � 1 1 V � I k .�.���� I Iffw If r � I r _ IT, If , 0 r, r \ _ a S \ go t, -- I 977, 12' v 03° 52' Sir _' 1,270.23 y_- m 1� 10 m r „ � If 11,c zx' T Ir q _ R1 3 1 reV "Ja2 / < o Z, m m Nf. /,-i7- SwTHE .�xow-exeeuseoxo 1144 t4) , 0 c' 9 U O O O C) — -- - 00.+77 v Q G QQZS ROA --� Q _.� —....� X X c �``-".`-` - - ------ D iL/ i rl _ It TRUGKPlig x RrnM G ' iox2o' O, fJO M. SOS % 00 0 l �! C) � � x i5o' AczE4 I�O /i' 10 O Nokt_ 50' x loo'AREa c0 IQ 1 � +1 } �T'�MER TRUCK PG F{KIIyG �Q OFFICE PARK 6 //// "�� r"iSQ I'GtrE U' NC.I.t- INCi 3 L4NES I 00 9c 1 v 1 I I N I --j( �fi PC.nyJT Roap N J 0 00'0r� - o 00 00l (01 j , a�U4 R fi I A r � 10 p oFFIGE � 1 j/,NI TRUCK `3cGLE----__ /CCD — N x o 00-0� Q/ 1 OI a — - - o o O S j ! j wer o�owti �Nb � � X Op.I yl i SS �a 1 WATER _ QQ'gg Q PRE£Bg6R0 l - I I C:) 01 \ j Lo i NO OISGH6R ------ / GE / ! �,' G.—B�5TEGL bRAiN PI r'E Ln Ln X----- o k i / CV) _ .i h1 CTE: (1l� Dl sinrSCE4 IN POET �. Q MGM* 8=NE Coppoplillon November 10, 1987 State of North Carolina , P.O. Box 29682 Dept. of Natural Resources & Community Development Richmon4virginia 23229 Division of Land Resources 804-TB4-3335 Land Quality Section P.O. Box 27687 Raleigh, N. C. 27611 Attention: Mr, Tom Carroll i Re: Pe unit Application - Luck Stone Corporation i Burlington Plant - - Dear Mr. Carroll: - Luck Stone Corporation request the Division of Land Resources accept and process our application to operate a granite quarry in Alamance County, North Carolina. Attached are the forms, plans and related material as required by Title 15 of the North Carolina Administrative Code. Please do not hesitate to call me or our agent, Alley, Williams, Carmen and King, Inc, if you have any questions or if we may be of service. Very truly yours, LUCK STONE CORPORATION Forres E. Wiseman Construction Manager rI FEW/dg Enclosures: 1. Application for N.C. Mining Permit 2. Letter from DNRCD, Re: NPOES Permit 3. Letter from DNRCD, Re: Air Permit 4. Hydrology Report with exhibits. 5. Luck Stone Corporation Standard Blasting Procedures 6. County Highway Map 7. Mine Map Burkeville 8. Construction Plans (Site Plan, Grading & Erosion Control Charlo0esville Plans) Elkton Fairfax g, Engineering Calculations Exhibit A 9 9 ( ) Greene _ Leesburg Manakin Newport News Powhatan Rockville Staunton Sterling �, North Carolina Department of Environment, Health. and Natural Division of Lard Resources, Land Quality Section ,— MINE INSPECTION REPOR D41995 (PERMITTED MINE) 9y 1. MINE NAME Lvr k SrrbraF - go?i �ucrrvJ 2. MINING PERMIT# _ 3. OPERATOR =v 4. COUNTY ALgmAl.,r.E 5.ADDRESS 0 ft �9b6a IrLN u,qA ;J3aQ9 6. Person (a) contacted at she 7. Was mine operating at time of inspection ? '® Yes No 8. Pictures ? Yes Ej No 9. Date last Inspected: _7,/J.5-/93 10. Any mining since last inspection ? �oI *ZYes ❑ No 11. Is the mine in compliance with the Operating Conditions of the Permit ? 14 Yes No If no, explain: 12. Is the mine in compliance with the Reclamation Conditions of the Permit 7 �!g Yes 0 No If no, explain: 13. Did any of the above deficiencies result In chaffs damage? []Yes a No If yes, describe the type and severity of the damage: 14. Corrective measures needed and / o aken: �-iu " 2onD �nnrr 'hn {�,..., M (Q Y� l .� Rf'a S;pM�..142.0 ,aI- I)c.>. 4ra cu.m !P..« win. (Vil'il+' S'Ttil. PIYFS I-1NS `e=' cpMpl g�1 a T qks 15. Other recommendations a comments: %Nc I w ! sl- K. u.._.... L/n,l VZq �sbit n.Rrl'" 16. Is the Annual Reclamation Report+/ - map accurate ?A Yes ❑ No (Explain) Not Reviewed 17. Follow-up inspection needed? ❑ Yes No Proposed date=/=1= 18. No. of additional pages of Inspection Report _ 19. Copy of Report sent to operator-8A)Z / c1 i. (date) INSPECTED SY _ryyY -'Kft ' &=3 — DATE: (9/CJ /1:1� Phone No:(9(0) 19965ft%1)-91P00 "Ire ropy ro me yellow copy to operator Pink copy to Minkr# Specialist P.O. Box 29682 Richmond, Virginia 23229 804-784-3335 July 12, 1988 State of North Carolina Department of Natural Resource 8 Division of Land Resources 512 N. Salisbury Street Raleigh, North Carolina 27611 -- v r\e:.Fi 11r V:.� JUL 1519M LAVD nun; Ilv SECTION Community Development Attention: Mr. Thomas E. Carroll, P.G. Dear Sir: As directed by our Construction Manager, Forrest Wiseman, and your office, I am forwarding copies of Pre -Blast Inspections performed April 11 and 12. 1988 on homes that are within 1/2 mile of the Luck Stone Corporation quarry site. Included is a list of persons that we contacted requesting to inspect their homes, the red star represents those that responded and were ultimately inspected. Homeowners will receive copies. If you should desire additional information, please do not hesitate to call me. Very truly -your , ;1"CK STONE C TION Milton F. R thweiler, Jr. Director of Quality Control MFR/ah Burkeville Charlottesville Elkton Fairfax Greene Greensboro, N.C. Leesburg Manakin Newport News Powhatan Rockville Staunton Sterling LUCK STONE CORPORATION BUX.INGTON, N.C. PRE -BLAST SURVEY Mr. & Mrs. John W. Smith - and W.W. Automotive Service Building Route 2, Box 412 (Sandy Cross Road 516-1) Burlington, NC 27215 Ms. Roshell Walker Route S. Box 495A (Sandy Cross Road 516-3) Burlington, NC 27215 Mr. Curvey Walker Route 5, Box 496 (SR1752 516-4) Burlington, NC 27215 Mr. 6 Mrs. Wade T. Koch Route 5, Box 492 (SR1752 516-4A) Burlington, NC 27215 Mr. & Mrs. William J. Fonville Route 5, Box 497 (Sandy Cross Road 516-5) Burlington, NC 27215 Mr. Garland T. Loy Route 5, Box 505E (off SR1736 516-18A) Burlington, NC 27215 Mr. 6 Mrs. Gary F. Massey Route 5, Box 496 (SR1752 - 516-52) Burlington, NC 27215 Mr. & Mrs. Jerry W. Rudd Route 5, Box 481A (off Hwy. 49 - 1318-20) Burlington, NC 27215 Mr. 6 Mrs. Ralph E. Faulkner Route 5, Box 485 (HPDL Road 1318-21I) Burlington, NC 27215 Mr. 6 Mrs. David L. Gladston Route 5, Box 491 (Rodgers Str.'Road 1318-23A) Burlington, NC 27215 Mr. John C. Nicks Route 5 (HPDL - 1318-25UU) Burlington, NC 27215 Mr. & Mrs. Clyde L. Warren, Jr. n Route 5 (Sandy Cross Road 1318-26) (� Burlington, NC 27215 Mr. B Mrs. William G. Lynn Route 5, Box 484A (Sandy Cross Road 1318-27A) Burlington, NC 27215 Ms. Lea S. Lynn Route 5, Box 484 (Sandy Cross Road - 1318-27UU) Burlington, NC 27215 Mr. Paul M. Noell Route 5, Box 481B (Sandy Cross Road - 1318-28I) Burlington, NC 27215 Mr. Sharp Route 1, Box 101 (Holt Road - 1318A-2) Haw River, NC 27258 Mr. 8 Mrs. James F. Lemans r� P.O. Box 397 (SR1745.- 131BA-8I) B4 Haw River, NC 27258 Mr. 8 Mrs. Willard J. McIntosh P.O. Box 364 (Holt - 1318A-12) Haw River, NC 27258 Mr. 8 Mrs. John W. Wiley Route 5, Box 156A (1747 - 1318A-24) Burlington, NC 27215 Mr. 8 Mrs. James Flowers Route 5, Box 208D (Simpson Road - 1318A-37) Burlington, NC 27215 Mr. 8 Mrs. Fred M. Florence Route 5, Box 156B (SR1747 - 131BA-39) Burlington, NC 27215 Ms. Bonnie G. Carter' P.D. Box 473 (SR1753 - 1319-48) Haw River, NC 27258 Mr. 8 Mrs. Forrest Carter, Jr. Route 50 Box 243A (SR1753 Carter Road - 1319-58) Burlington, NC 27215 Mr. Albert Shipman Route S. Box 243E (Carter Road - 1319-6) Burlington, NC 27215 �y Mr. 6 Mrs. Dillard Shipman Sg� Route 5, Box 241 (Carter Road - 1319-6A) A Burlington, NC 27215 Ms. Gladys Fuller Route 5, Box 242 (SR1753 - 1319-71) Burlington, NC 27215 N Mr. Robert M. 8 Willie 0. Poteat Route 5, Box 241 (Carter Road - 1319-BB) Burlington, NC 27215 Mr. Ernest R. Chrisp Route 5, Box 239 (SR1753 - 1319-9) Burlington, NC 27215 Mr. Richard Shipman, Jr. 5204 Roscommon St. (SR1753 - 1319-9BI) Burton, Michigan 48509 Mr. 8 Mrs. A.L. Pinnix Route 5, Box 239 (SR1753 - 1319-9C) Burlington, NC 27215 Ms. Mary C. Brown Route 5, Box 239 (SR1753 - 1319-9D) Burlington, NC 27215 Mr. Kevin Guzik Route 5, Box 491 i Sandy:,Cross Road Mr. Forrest Oliver Sandy Cross Road (New House on Creek adjacent to Luck Stone Property) North Carolina Department of Environment. Heahh, and Natural Resources, Division of Land Resources, Land Ouali Section 2 i %�� MINE INSPECTION REPORT LAND QUALITY SECT p (PERMITTED MINE) 1.MINENAME Luck S7otic- FJv�eu orr N 2. MINING PERMIT# %-OR & OPERATOR c r S � F 4. COUNTY o- n A"C 5. ADDRESS ten Oe ,?yiR� Rt ✓A�?2.:J9 Fcz«sr E W/fs.�wiv S. Person (s) contacted at site oNv 7eaews 7. Was mine operating at time of inspection 7 JW Yee No S. Pictures ? Yes ONO 9. Date last Inspected: 10. Any mining since last Inspection? WYes o 11. Is the mine In compliance with the Operating Conditions of the Permit? Eyes No If no, explain: 12. Is the mine in compliance with the Reclamation Conditions of the Permit ? Yes ❑ No If no, explain: 13. Did any of the above deficiencies result in oltsite damage? ❑Yes Z No If yes, describe the type and severity of the damage: 14. Corrective measures needed and / or taken: 15. Other recommendations and comrrlerrW C:cn anon r.,.nz kiCIJO s-, WV e. Ae¢a A 0 KnVOf C/fYT,4: 19. Is the Annual Reclamation Report+l - map accurate ? Z Yes No (Explain) Not Reviewed 17. Follow-up Inspection needed? ❑ Yes RM No Proposed date 1S. No. of additional pages of Inspection Report . 19. Copy of Report sent to operator___7Li / / 9 . `^ ,,n (data INSPECTED BY: o rz,'Jidc IIi'.I l h.AX DATE: Z l l8 / �3 Phone No:(c)K-) SRIo-il1!'7 White copy te rite Yelbw copy to operefor Pink copy 0 Mining Sped, ttet w 3N State of North Carolina Department of Natural Resources and Community Development DWision of land Resources 512 North Salisbury Sam a Raleigh, North Carolina 276n James G. Martin, Gwemor Stephen G. Conrad & Thomas Rhodes, Secretary March 4, 1988 Director Mr. Forrest E, Wiseman Construction Manager.. Luck Stone Corporation. P.O. Box 29682 r Richmond, Virginia 23229 RE: Burlington Quarry Alamance County Dear Mr. Wiseman: The application for a mining permit for the Burlington Quarry in Alamance County has been found to meet the requirements:of G.S. 74-51 of The Mining Act of 1971. As we have received the required $50i000.00 surety to cover this application, I amenclosingthe mining permit. The conditions of Mining Permit No. 1-08 were based primarily upon information supplied in the application with conditions added as necessary to insure compliance with The Mining Act of 1971. This permit expires on March 4, 1998. G.S. 74-65 states that the issuance of a mining permit does not supersede local zoning regulations. The responsibility of compliance with the applicable zoning regulations lies with you. I would like to draw particular attention to Operating Condition 5 (c) which has been revised in consideration of your request concerning the frequency of groundwater monitoring. Please review the permit and notify this office of any objection or question concerning the terms of the permit. Sincerely, Thomas E. Carroll, P.G. Mining Specialist Land Quality Section TEC/TED/sl Enclosure cc: Mr. Doug Miller, P.E., Regional Engineer PO Bm VW. RaLO, Nwd, Carabw DNI-r Tdepliu"s mvn39ef3---_.. An Eqd Cpponmey Affix e A f Fmplya. r DEPARTMENT OF NATURAL RESOURCES AND COMMUNITY DEVELOPMENT DIVISION OF LAND RESOURCES LAND QUALITY SECTION P E R M I T 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 Regulation 15 NCAC 5 B, and other applicable laws, rules and regulations Permission is hereby granted to: Luck Stone Corporation Burlington Quarry Aiamance County - Permit No. I - 08 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. Page 2 of 9 In accordance with the application for this mining permit, which is hereby approved by the Department of Natural Resources and Community Development, 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 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, 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. npfinitinna 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. Enir_ation Date This permit shall be effective from the date of its issuance until March 4, 1998. 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: Page 3 of 9 OPERATING CONDITIONS: 1. Wastewater and Quarry Dewatering Any wastewater processing or mine dewatering shall be in accordance with the requirements and regulations promulgated by the N.C. Division of Environmental Management, Water Quality Section. 2. Air Quality and Duet Control A. Any mining related process producing air contaminant emissions including fugitive duet shall be subject to the requirements and regulatione,promulgated by the N.C. Division of Environmental Management,IAir Quality Section. B. The access (plant entrance) road shall be paved from its junction with Sandy Cross Road (SR 1752) to Station 4 + 00 shown on Sheet No. 7 of 8 of the Site Plan dated October 1, 1987. During quarry' operation, water trucks or other means that may be necessary shall be utilized to prevent duet from leaving the permitted area. 3. Buffer Zones A. Sufficient buffer shall be maintained between any affected land and any adjoining waterway to prevent sedimentation of that waterway from erosion of the affected land and to preserve the integrity of the natural watercourse. In particular, a 50 foot wide undisturbed buffer zone shall be maintained between Boyd's Creek and any land disturbing activity. B. The buffer zones shown on the Erosion Control Plan dated October 1, 1987 and revised January 25, 1988 shall be maintained to prevent caving of any adjoining property and to allow grading of the side elopes to the required angle. These buffer zones, with the exception of the installation of required sediment control measures, shall remain undisturbed. 4. Erosion and Sediment Control A. The operator shall notify the Winston-Salem Regional Office, Land Quality Section, at least 48 hours prior to initiating land disturbing activities indicated In the approved application for a mining permit. B. Adequate mechanical- harriers including, but not limited to diversions, earthen dikes, brush barriers, silt check dame, silt 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 or natural watercourse in proximity to the affected land. JZ)f0" Page 4 of 9 C. The Erosion Control Plan dated October/l, 1987 and revised January 25, 1988, June 30, 1988.a-9-July 29, 1988 shall be followed. An erosion and sediment control plan(s) shall bcPsubmitted 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. Such areas include, but are not limited to, expansion outside of the initial pit area (12.0± acres), creek crossings, or expansion of overburden disposal areas. 5. Groundwater Protection A. The five observation wells denoted as B-1, B-8A, B-8B, B-8C, and B-9 on the Mine Map dated October 1, 1987 and revised January 25, 1988 shall be monitored at least 30 days prior to initiating any excavations of consolidated material (rock) in the initial pit area to allow for the determination of pre-existing (static) groundwater levels. B. The observation wells shall be drilled wells cased into consolidated rock and grouted to the surface. The wells (boreholes) shall'be extended to the first water bearing zone in the consolidated rock. The wells shall be secured against unauthorized entry with a lockable cap. The necessary permits to construct these wells shall be obtained from the N.C. Division of Environmental Management, Groundwater Section. C. The observation wells shall be monitored bimonthly (once every two weeks) at the same day and approximate time of day for twelve (12) consecutive months follbwi.ng the installation of the wells. The static water levels shall be referenced to a datum point with a record of the water levels maintained. The bimonthly precipitation and the volume of pit water discharge shall also be recorded. Copies of these records shall be provided to the Department on or about the end of each month. Static water level monitoring frequency may be increased or decreased following the initial twelve (12) month period as deemed appropriate by the Department. 6. Graded Slo s 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 offsite 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 the pit shall be graded to a minimun 2 horizontal to 1 vertical and shall be stabilized within 60 days of completion. Page 5 of 9 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 provide to the Department a copy of any pre --blast surveys conducted. Furthermore, the operator shall provide to the Department a copy of the findings of any seismic studies conducted at this facility. The operator shall make every reasonable effort to incorporate the report's recommendations into the production blasting program. The following b}asting conditions shall be observed by the operator to prevent hazard to persons and adjacent property from thrown rock or vibrations: A. In all blasting operations, except as hereinafter otherwise provided, the maximum peak particle velocity of any component of ground motion shall not exceed 1 inch per second at the immediate location of any building regularly occupied by human beings such as dwelling house, church, school,'public building, or commercial or institutional building. The operator shall monitor each blast with a seismograph. B. Airblast overpressure shall not exceed 128 decibels linear (dBL) as measured at the immediate location of any regularly occupied building such as any dwelling house, church, school, public building, or: commercial or institutional building. C. The operator shall take all reasonable precautions to insure that flyrock is not thrown beyond areas where the access is temporarily or permanently guarded by the operator. Should flyrock occur beyond the guarded area or the levels in Items A and a above are exceeded, the operator shall report the incident to the Department immediately.and further use of explosive at the site shall be immediately suspended until the following actions have been taken: 1. A thorough investigation as to the cause(s) of the incident shall be conducted. 2. A satisfactory report detailing the investigation shall be provided to the Department within 10 days of the incident. Said 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 site. Failure to take corrective measures to prevent flyrock and repeated instances of flyrock shall be considered a violation of this permit. A Page 6 of 9 D. 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; and blast location. Records shall be maintained at the permittee's mine office and copies shall be provided to the Department upon request. E. The operator shall, when requested by the Department, give 24 hour advance notice to the Land Quality Section prior to any blast during a period for which notice is requested. 9. High Wall Barrier A physical barr#er consisting of a 48 inch American wire fence with 2 strands of barbed wire (total of 60 inches overall height) shall be maintained around the permeter of any highwall to prevent inadvertent public access. 10. Visual Screenin A. Existing vegetation or vegetated earthen berms shall be maintained between the mine and public thoroughfares whenever practical to screen the operation from the public. ` B. Berms shall be located as shown on the Erosion Control Plan dated October, 1987 and revised January 25,A1988 and shall be constructed prior to initiating quarrying activities. In addition to grasses, the berms shall be planted with mixed evergreen seedlings on'a minimum 6x6 staggered spacing. ,, /h`,„�sl&'%p •b14 Yew'VP %( ! r IJ11 irI Cti.�S'�v� C't+cAL �-� 4,,raDae 04% Y-d '�'C��^Cr bS:o-t ( sK't-,c t 1 iLu— 11. Plan Modification C r{ ,,,�I�c,, ( } kj% 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. Approval to implement such changes must be obtained from the Department prior to on -site implementation of the revisions. 12. Refuse Dis oral No on -site disposal of refuse or other solid waste that are 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 the Department of Human Resources,. Division of Health Services and the Department of Natural Resources, Land Quality Section. The method of disposal shall be consistent with the approved reclamation plan. Page 7 of 9 13. Annual Reclamation Report An Annual Reclamation Report shall be submitted on a form supplied by the Department on 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 $50,000.00 Irrevocable Standby Letter of Credit is sufficient to cover the operation as indicated on 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 resoucres. Page 8 of 9 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 1. The final slopes in all excavations in soil, sand, gravel and other unconsolidated materials shall be at such an angle as to minimize the passibility 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, 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 CONDITIONS: 1. Provided further, and subject to the Reclamation Schedule, the planned reclamation as depicted in the Reclamation Plan of the initial permit application shall be to allow the quarry excavation to fill with water, provide a permanent barricade along the top of any highwall, 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: 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. Page 9 of 9 B. The settling ponds shall be drained, backfilled and stabilized. The retention pond shall remain as an acceptable lake. 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. Scrap metal, trash or other such waste shall be removed from the site and properly disposed. F. The affected land shall be grades] to prevent the collection of noxious or foul water. 3. Revegetation Plan: Disturbed areas shall be permanently revegetated according to the seedbed preparation and seeding schedule provided on Drawing 8 of 8-of the Site Plan and Grading Plan dated October 1, 1987 and revised January 25, 1988. 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 March 4, 1988, is hereby modified ..g___-S' ' Sep/ 3 pursuant to G.S. 74-52. Y3aj/Y By: ZZO -i. '�;. �ryV Stephen G. Conrad, Director Division of Land Resources By Authority of the Secretary Of the Department of Natural Resources and Community Development Page 9 of 9 B. The settling ponds shall be drained, backfilled and stabilized. The .-retention pond shall remain as an acceptable lake. 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. Scrap metal, trash or other such waste shall be removed from the site and properly disposed. F. The affectpd.-'land shall be graded to prevent the collection of noxious or foul wader. 3. Revegetation Plan: Disturbed areas shall be permanently revegetated according to the seedbed preparation and seeding schedule provided on Drawing 8 of 8 of the Site Plan and Grading Plan dated October 1, 1987 and revised January 25, 1988. 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. Permit issued this 4th day of March, 1988. By: . Stephen G. Conrad, Director Division of Land Resources By Authority of the Secretary Of the Department of Natural Resources and Community Development / 14.SI6 y,-'^- J" �% Page 4 of 9 J�t301 ✓ C. The rosion Control Plan dated October 1, 1987 and revised January 25, - 19Bkshall be followed. 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. Such areas include, but are not limited to, expansion outside of the initial pit area (12.0t acres), creek crossings, or expansion of overburden disposal areas. 5. Groundwater Protection A. The five observation wells denoted as B-1, B-BA, B-8C, and B-9 on the Mine Mag dated October 1, 1987 and revised January 25, 1988 shall be monitore4 at least 30 days prior to initiating any excavations of consolidated material (rock) in the initial pit area to allow for the determination of pre-existing (static) groundwater levels. B. The observation wells shall be drilled wells eased into consolidated rock and grouted to the surface. The wells (boreholes) shall be extended to the first water bearing zone in the consolidated rock.. The wells shall be secured against unauthorized entry with a lockable cap. The necessary permits to construct these wells shall be obtained from the N.C. Division of Environmental.Management, Groundwater Section. The observation wells shall be monitored bimonthly at the same day and approximate time of day for twelve (12) consecutive months following the installation of the wells. The static water levels shall be referenced to a datum point with a record of the water levels maintained. The bimonthly precipitation and the volume of pit water discharge shall also be recorded. Copies of these records shall be provided to the Department on or about the end of each month. Static water level monitoring frequency may be increased or decreased following the initial twelve (12) month period as deemed appropriate by the Department. 6. traded Slopes and Fills A. The angle for graded elopes 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 elopes or any excavated channels, the erosion of which may cause offsite 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 the pit shall be graded to a minimum 2 horizontal to 1 vertical and shall be stabilized within 60 days of completion. State of North Carolina Department of Natural Resources and Community Development Division of Land Resources 512 North Salisbury Street • Raleigh, North Camlina 27611 James G. Martin, Govemor Stephen G. Conrad S. Thomas Rhoda; Secretay September 30, 1988 Director Mr. Forrest E. Wiseman Luck Stone Corporation P. 0. Box 29682 Richmond, Virginia 23229 RE: Modification Request - Permit No. 1-08 Burlington Plant Alamance County Dear Mr. Wiseman: Your recent request to have the above referenced alining permit modified to include a second entrance (access road) to Highway 49 and the addition of a new berm (Berm F) along the western property line has been approved. As with your previous modification request, pages 4, 6, and 9 of Mining Permit No. 1-OB have been amended to reflect these modifications. Copies are attached for your files. . Again, your continued cooperation in keeping the Department informed of any changes in your operation is greatly appreciated. Furthermore, L would like to ccrrnnnd your firm on the decision to add Berm F to your operational plans for this facility. Construction of such structures not only aid in visual and noise screening but contribute tremendaasly to improving the public image of your industry. Should you have any questions please advise Mr. Thomas Carroll at (919) 733-4574 or Mr. Doug Miller at (919) 761-2351. very _truly yours, J Stephen G. Conrad F OO2YM_"Im- Enclosure cc: Mr. Thomas Carroll, P.G. Mr. Doug Miller, P.E. CO Box 27697, Uel h, North C]mlina 27611J!$7 Teleol 913733-3633 An Ewal Opmm nh Aifi ma6ve Anion Emplrn Page 4 of 9 C. The Erosion Control Plan dated October 1, 1987 and revised January 25, 1988, June 30, 1988, July 29, 1988, and September 12, 1988 shall be followed. 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 suhnitted with the approved application for a mining permit. Such areas include, but are not limited to, expansion outside of the initial pit area (12.0± acres), creek crossings, or expansion of overburden disposal areas. 5. Groundwater Protection A. The five observation wells denoted as B-1, B-BA, B--BB, B-BC, and B--9 on the Mine Map dated October 1, 1987 and revised January 25, 1988 shall be monitored at least 30 days prior to initiating any excavations of consolidated material (rock) in the initial pit area to allow for the determination of pre-existing (static) groundwater levels. B. The observation wells shall be drilled wells cased into consolidated rock and grouted to the surface. The wells (boreholes) shall be extended to the first water bearing zone in the consolidated rock. The wells shall be secured against unauthorized entry with a lockable cap. The necessary permits to construct these wells shall be obtained from the N.C. Division of Environmental Management, Groundwater Section. C. The observation wells shall be monitored bimonthly (once every two weeks) at the same day and approximate time of day for twelve (12) consecutive months following the installation of the wells. The static water levels shall be referenced to a datum point with a record of the water levels maintained. The bimonthly precipitation and the volume of pit water discharge shall also be recorded. Copies of these records shall be provided to the Department on or about the end of each month. Static water level monitoring frequency may be increased or decreased following the initial twelve (12) month period 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 offsite 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 the pit shall be graded to a minimum 2 horizontal to 1 vertical and shall be stabilized within 60 days of completion. Page 6 of 9 D. 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 stunning and burden for each hole; and blast location. Records shall be maintained at the permittee's mine office and copies shall be provided to the Department upon request. E. The operator shall, when requested by the Department, give 24 hour advance notice to the Land,Quality Section prior to any blast during a period for which notice is requested. 9. High Wall Barrier A physical barrier consisting of a 48 inch American wire fence with 2 strands of barbed wire (total of 60 inches overall height) shall be maintained around the permeter of any highwall to prevent inadvertent public access. 10. Visual Screening A. Existing vegetation or vegetated earthen berms shall be maintained between the mine and public thoroughfares whenever practical to screen the operation from the public. B. Berms shall be located as shown on the Erosion Control Plan dated October, 1987 and revised January 25, 1988 and shall be constructed prior to initiating quarrying activities. In addition to grasses, the berms shall be planted with mixed evergreen seedlings on a minimum 6x6 staggered spacing. C. Berm F shall be constructed as material becomes available and according to the revised Erosion Control Plan dated September 13, 1988. 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. Approval to implement such changes must be obtained from the Department prior to on -site implementation of the revisions. 12. Refuse Disposal No on -site disposal of refuse or other solid waste that are 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 the Department of Human resources, Division of Health Services and the Department of Natural Resources, Land Quality Section. The method of disposal shall be consistent with the approved reclamation plan. Page 9 of 9 B. The settling Ponds shall be drained, backfilled and stabilized. The retention pond shall remain as an acceptable lake. 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. Scrap metal, trash or other such waste shall be removed from the site and properly disposed. F. The affected land shall be graded to prevent the collection of noxious or foul water. 3. Revegetation Plan: Disturbed areas shall be permanently revegetated according to the seedbed preparation and seeding schedule provided on Drawing 8 of 8 of the Site - Plan and Grading Plan dated October 1, 1987 and revised January 25, 1988. 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 segm t under permit. Final reclamation, including revegetation, shall be completed within two years of completion or termination of mining. This permit, issued March 4, 1988, is hereby modified September 30, 1988 pursuant to G.S. 74-52. BY: '5'� e /Z� Stephen G. Conrad, Director Division of Laid Resources By Authority of the Secretary Of the Department of Natural Resources and Ccaunity Development JS . State of North Carolina Department of Natural Resources and Community Development Division of Land Resources 512 North Salisbury Street • Raleigh, North Carolina 27611 James G. Martin, Governor Stephen G. Conrad S. Thomas Rhodes, Secretary August 8, 1988 - Director Mr. ForrestWiseman Construction Manager Luck Stone Corporation P. 0. Box 29682 Richmond, Virginia 23229 RE: Mining Permit Modification Burlington Plant Permit No. 1-08- - Alamance County Dear Mr. Wiseman: Your July 1, 1988 request to have Mining Permit No. 1-08 for the Burlington Plant in Alamarace County modified has been approved. The Access and Haul Road leading to monitoring wells B-8B and B-9 and Beim B shall be constructed as specified by the June 30, 1988 revisions to Sheet No. 1 (Grading Plan) and'Sheet No. 3-'(Erosion Control Plan). In addition, the Magazine Access Road shall lie "constructed as specified in the June 30, 1988 revision to Sheet No. 2 (Grading Plan) as well as Sheet No. 4 (Erosion Control Plan) and Sheet No. 8 (Erosion Control Details) both revised July 29, 1986. Pages 4 and 9 of Mining Permit No. 1-08 have been amended to reflect these modifications. Copies are attached for your files. . Your continued cooperation in keeping the Department informed of any changes in your current mine operation is greatly appreciated. Please advise Mr. Tracy Davis or Mr. Doug Miller should you have arty questions. Very truly yours, Stephen G. Conrad SGC/TED/se cc: Mr. Doug Miller, P.E. Mr. Darrell Russell, P.E. CO &)x 27667, Raleigh North Camlina 276117 6 Tele*nc 9IS733 3833 An Equal Opra.vnio Affinnary Aaap EmtAO State of North Carolina Department of Natural Resources and Community Development Winston-Salem Regional Office James G. Martin, Governor DIVISION OF LAND RESOURCES William W Cobey, Jr., Secretary June 2, 1989 RECEIV., Mr. Forrest E. Wiseman Luck Stone Corporation UN uyJgg9 Ric29682 Richmond, VA23229 (A, n ^ 16"fir SEr7-10N Gentlemen: Attached is a copy of our report documenting an inspection recently conducted at a mine site for which our records show you and/or your firm to be responsible. The inspection was performed under the provisions of North Carolina General Statute 74-56 of the Mining Act of 1971. Please review the report carefully and note any problems or deficiencies documented by the inspector. Furthermore, please note any recommendations and/or specific corrective actions required to correct any deficiencies that may be listed. The responsibility for understanding and complying with the terms and conditions of your mining permit and the Act lies with you. Please do not hesitate to contact this office if you have any questions concerning the attached report. Your cooperation is appreciated. SPiynnc.'e�irreely, G: Dougi ller, P.E. Regional Engineer aws Land Quality Section pc: Mining Specialist W25 North lWfm Boukvani, Some IW, Wlnsmn5alem, N.C. 2T063295 • Telephone 913761.2351 An Egml Opp ty ARlmabw A v n Empl%w North Carolina Department of Natural Resources and Community Development �/Uy Division of Land Resources, Land QualitySection �Ai MINE INSPECTION REPORT qrO'rTr 9B9 (PERMITTED MINE) r�r4i 1. MINE NAME I—Ve—k 7ft a B,rail u YLAAI 2. MINING PERMIT# 3. OPERATOR JC S C. ( O A 4. COUNTY 5. ADDRESS 2. ICFfyYI0AA) IIC614114 6. Person (a) contacted at site 7MAI jptyXOP5 7. Was mine operating at time of inspection ? N,Yes ❑ No 8. Pictures? ❑ Yes CE No 9. Date last inspected: __S_/ I ( / fS e0 10. Any mining since last inspection ? 15Yes ❑ No 11. Is the mine in compliance with the Operating Conditions of the Permit ? ❑ Yes ® No If no, expl in: - 1 AID SAAda) pMu izi2v A* Q.t cad4) 4o sft(TC. vc .' z y0I&V 4C�cd0 l C.CCB. /l.F) 12. Is the mine in compliance with the Reclamation Conditions of the Permit It Yes ❑ No It no, explain: 13. Did any of the above deficiencies result in offsite damage ? ©'+'es ❑ No II yes, descdbe the type and severity of the damage: VUUA5)nozr,. a-# 14. C—orrqctive measures needed and / or taken: c!a o� a �. /9 15. Other _ALeL recorhmendatidns and comments: A6C'o '-. "ILA4 Awdxcrd . it [aJ c'f /fi2G61/ I��t.% �i/Q.Hf(16✓ . 16. Is the Annual'Reclamalion Report +/ - map accurate ? Q,Yes ❑ No (Explain) ❑ Not Reviewed 17, Follow-up inspection needed It [EYes ❑ No Proposed date 18. No. of additional pages of Inspection Report_. 19. Copy of Report sent to operator( /_L_/&_. � � � p� (dare INSPECTED BY' l37'—rxrp DATE: Phone No: (31 f While copy to file Yelbw mpy to operator Pink copy /o /dining Specialist aev.vm State of North Carolina ✓ , elk Depsrhnent of Natural Resources a Caemutity Developasnt/1, Division of Land Resources Y, 89 Land Quality Section ANNUAL RECLAMATION REPORT JFCTOk North Carolina Cieneral Statutes 74-55 and the Mining Regulations require that "The mine operator shall, by February 1 of each year during the life of the permitted operation, and within 30 days of canpletion or termination of mining on an area under permit, file with the Departrnent a mining reclamation report on a form prescribed by the Departuent." 7.1 `,_I.IZd311e�ry Name of Mine lack Stone Burlington Plant County Alansoce Permit Nanber 1-08 Name of Company/Owner Luck Stone Corporation Official Mailing Address P. 0. Box 29692, Richmond, VA Zip Code 23229 Telephone (804) 794-3335 Check if charge of address or telephone 1. (a) If mine is now inactive, when did mining stop? Date N/A (b) Is this stoppage permanent? Yes NO, N/A 2. List by category the total mnouat of new lanai affected by mining activities in the 1968 calendar year and locate each area on your updated mine map. (A) TAILINGS PONDS: 1.5 acres. (D) MINE EXCAVATION: 12 acres. (B) WASTE PILES: 10 acres. (E) PLANT AMA: 14 acres. (C) S1=TTdSS: 27 acres. Check here if no new acreage affected in 1988. 3. Estimate by category the amount of new acreage to be affected by mining activities in the 1989 calender year and locate the outline of each area on your updated mine nap. (A) TAILINGS P@ID": 0 acres. (D) MINE EXCAVATION: 0 acres. (B) WASTE PILES: 5* acres. (E) PLANT AREA: 0 acres. (C) STOCKPILES: 0 acres. Check here if no new acreage is to be affected in 1989. 4. List by category the total anount of disturbed and unreclaimed land present at this site at the end of the 1988 calender year. (A) TAILIIJCS PONDS: 1.5 acres. (D) MINE EXCAVATION: 12 acres. (B) WASTE PILES: 10 acres. (E) PLANT AMA: 14 acres, (C) STOCKPILES: 27 acres. (CONTINUED ON REVERSE SIDE) NOTE: VASTEPILES should include overburden storage/disposal areas and berms. *BERM "F" Construction - 4.4 Ac. BERM "D" Extension - 0.6 Ac, 5.0 Ac. 5. List by category the amount of lam that has been carpletely reclaimed in 1988 and is not subject to continued use in future mining related activities. Briefly describe the reclamation work conducted and indicate if you wish to have any of these areas released from your current banding requirements. Accurately locate the outline of all such areas on your updated mine map. (A) TAILJM PONDS: acres. Explain: Release Requested: Yes No (B) WkSTE PILES: acres. Explain: (C) STOCKPILES: Release Requested: Yes No acres. Explain: Release Requested: Yes No (D) MINE EXCAVATION: acres. Explain: Release Requested: Yes No (E) PLANT AREA acres. Explain: Release Requested*. Yes No X Check here if no reclamation conducted in 1988. Person responsible for reclamation (please print) : Tony Jenkins - Plant Manager I =]Signature of company officer or awner; 4za 9 9 5 Title: � Date: / 2.9 8' Complete and return by February 1 tm copies of this foam along with two copies of an updated mine map to: Land Quality Section D-NRCD P.O. Box 27687 Raleigh, N.C. 27611-7687 FAILURE TO FILE THIS FORM BY THE DATE SPECIFIED MAY RMMT IN THE ASMSMSNT OF CIVIL PENALTIM AND COULD EVEN RESULT IN Tm REVOCATION OF YOUR MINING PERMIT. upon* STONE Corporation January 27, 1989 P0. Box 29582 Richmond, Virginia 23229 804d84.3335 State of North Carolina Department of Natural Resources & Community Development Division of Land Resources Land Quality Section P.O. Box 27687 Raleigh, N.C. 27611 Attention: Mr. Thomas E. Carroll, P.G. RE: Luck Stone Corporation - Burlington Plant Permit No. 1-08 Dear Mr. Carroll: We are submitting the required reclamation report and the updated mine map. We have reported no reclamation for 1988. The effort has been made, but we feel we need another growing season to report accurate reclamation results. We have also included a revised erosion control plan depicting proposed alteration(s) to the site. A small addition is proposed for berm D. This amendment will provide for improved sight and sound buffering for the Carter Road area. We have also shown the location of the storage magazine as recommended at the most recent State safety inspection. We are most grateful for the full cooperation extended by the Department to Luck Stone during this past year. Let us know how we may be of service. Very truly yours, LUCK STONE ORPORATION Forrest E. Wiseman Construction Manager FEW/cac Bealeton Burkeville Enclosures Burlington, N.C. Charlottesville Elkton Fairfax cc: Darrell Russell, P.E. Greene Greensboro, N.C. Leesburg Manakin Powhatan Rockville Staunton Sterling q _ MATCH LINE INSERT' Y %'Tr- TT T; ARE,Aod \,,CLYDE LEE WARREN, JR. 1 �� 83321 ��N04 [w 261E oa 4V ti. i BERM (OVER BEIRM lG URq N Dy POSAL> ITT R.E-FAULKNER, et ux MARTIN MARIETTA CORP. NT IT II ETm u1 \$URDEN DISPOSAL2 r1 - GN $ARM „ \`N M a-zrzo R08ERT S. FON l \ ' (ov�R; j i� .._''_---- ,. \ O(SpQ(,"r���-L , ez i V 1, I \ fCRC�GY l- ' A4 N 1 1 o I JERP.Y W_RUDD o ) r, 1 A Q jj Ir p MlEroowNIt I 1 A QTAP 6� UU u 1 I1_ T- '`. �� t / O z i 1 r/aNNI I Wil 14M H- w �� _ __ S / —r FoNVILI E S k.. = A \ _ `, i 1 � ti `� \� �FUTUR� �,Ef_ATED U5 lfREA i( i� a oFFLE --- e 9 �' N �V i a (�a T�, % — , A .��' % r I MARTIN �_ I YDRDL00Y ti V 1 1 i/ , MARI- T4 WELL v z 1 // CCRPtT Tr in IT IT TL� If j P ' PLANT AND W. JERRY FON VILLE -y � ��� \� � I - � ��I: �I \ STOCKPILE R i TD rvnS'31$ ri lT 1A �� Q r i t z� '-_HvDRO UY 'j C 1 t W • \ r Y ELI_ IN flV L7v�R F3UFZC) /� ( FdTF dIl cLIARRY aNSICN INITIAL QUARRY ; �eS I `rj Q _ 3 _ — — PE7UJ6CTE0 AREA I v stMwar �" _Tr �NA_ A> 130.82- __� -- QI , QUAR EXPANSION, �teT ,NTION 13AsINS .— I 1 I HYDROLOGY \ ` a _ 2._-I1„jn_I '� WELL (/) r �� ��`.-_� �V _ _ ��� . I ! _ a, THOMAS E. I i / o' ( 4., FULLER z I Q S �_ .�� �� (���5� \\ TI 4 \, 11 ITT, T Fm _ to - 0.I .. A. - !/y i �1 �._ ,�_ �' -� �I �I �����E'',� PLAN' ND �W , ri f�'" °' ` _ _ - ��� T�,' ° �' — 4CKPILfF� AREA �� 1 �_ I - o �� / - �. i� �,�zf I ;el �. 7- I CLARENCE T J, i 1 .F" F. FULLER 1 l _ l J j o �/ II Od 9FPM 0' a V _../ n,�� A .._ A �� CJEXTEo1610N , r% E. iIf r �- rrcrrrrrrrrr— T, I � i ' � � i FUTURT IT ES H M _ -I � CHARD 1, - _---- _ _ T I 1 H $ - IIT Tf A FRET} M. FLCRENCE� (� . 9 b': /� ', l i / ,�� �,SFORM WAI ER ; _ _ ( rDICLARD I \, - I00 YR. R$TENTIGN' I - �yIDR CLG3Y ,:,: If If A /' / �1 < _. SHIPMAN WELD. — i �. >,.EA - T TIN t{a .�N > FLOOD PL� m _ tiN MINE MAP I cu* ITTBURLINGTON PLANT , t 1 N :a90.'I Alamance MINE MAP PREPARED 6Vn1 J T �, � � I', I / �, ALLEY, WILLIAMS, CARMEN 8 KING; INC. I ,� �` IT I I J�-- � AIDE I SE, OT e 4.1907 � n �rlJ , z j - `\ TQPOCRAAHed ttrAP PREPARED 9Y x I ' 1,6osECrCzW Y-p.� \ I —pptE OF MINE MAP t OCT 198T L ..�� �' / ,, ,a/la Raw�r., /z ' '.'"\ k-"`dOB Nor 82111_� _ MATCT LINE''" NSEa- _ _ - - -_ - - EEEV15E0 U1125/86 R➢vISPD SLA9 -.. A[IFEO AFELI- FYTFdLSI_OM-.C6LL18eAM..° i if, I If .� $D Ate% A ry6213'e i6 I IrE "I" '`�°6 I JOHN J. NICK3 1 Z TE_• yy� I NeVE rUl HER 35 r r 4 I� IrJ1,� 1 L \ it Wu '\Li I� 1 fix Tr C D �... �� I- jrrTrr is T —_ �HNW.s irNl" �z E- \ V ZCV HIGH $ER 6'I NUK 1 rl U^Kuuumm DEPARTMENT OF NATURAL RESOURCES & COMMUNITY DEVELOPMENT DIVISION OF LAND RESOURCES LAND QUALITY SECTION Luck Stone Corporation -Burlington Plant P.O. Box 29682 Richmond, Virginia 23229 Bi-Monthly: Date: 1—jr-rY - 2/i/o Amount: r Date: 2)1.117 Amount: O FEE " 1989 LA? ru:. WELL MONITORING REPORT Permit No. 1-08 Pit Water Discharge: Date: Amount: Date: Amount: 4,Jo� A`. WELL DATUM STATIC 96PIR{ LEVEL DATE LOCATION TIME POINT 2/I 8,7 B-I :06 621' 141.E 604. 2/I5/87 B-1 2:13 621' 14.6 Gob. B-I 621' 21/S7 B-9 2.5`1 629' 24.g5 60y.05 2/15/497 B-9 2.Oy 629' 25.0 Cog 0 B-9 629' 2/I/ B-8A 2:53 605' 2ri, r15 57rtz5 2/ 15/8 B-BA 2 100 605' 2 9. B-8A 605' z l.w B-BB 3 01 619' 22,3 569.7 2 t5/8 B-8B 2:0rI 619, 22.3 595 B-8B 619' 2 1 /89 B-SC 3114 1 609' 32.5 5 6.5 2/r5/87 B-8C 2:eZ 609' 32.gS 5 6S5 B-8C 609, a,J ..Qe.....ar Plant M n ger q,6(- r)s- vaa Telephone Number a-i7-V01 Date CC: Thomas E. Carroll - NRCD-Land Quality Section, P.O. Box 27687, Raleigh, NC 27611 Cary Stoneburner - File 4. M: (I . t-I f Sr5 rt— . Ci m • Q C z .r; f ,� 3% may`" y U C ..r.. w Qti In ti ��_ s a z amoor foof N u { r/" .� a Q a C w ix w 3 2 j czx a c s_ too m n kNo U < 2 o U d _o t0 a " -_ Z U U i �N SS0�5Q,2It _.��._ . W y FnZ Egy y if Q IN + J U w a4 in Qoff, Er W �— o nNn% 40�N O F Foof 43 :.r /,� �'y Tom, _ qN�';, •�2 wNj � 0�" m O '13 m r---------- _ - �� Q C Y J k _ _ 40 m W o T V s CA Z x r" '�' a �' - / / h - ° tl t aof e -z m W ' W l r r1 co 2 ipit � �I U s �p + � m y s FF 5 i K n i f`y j J I/ r3 a cam, lf /4 m m°+ l i l _..' _ Lu i i i v ip OD 1 LL f i.i <r r Ni�. IN IN If t _ f , 42'� r r ' _RILs a so i' 1 � 4 ry r . 1 4 If 1 O l [ SIC Ift r\j 1 u - , \ . Y _ Je's. J 4 4 r aPINn N IN r " IN r r >> �IN If � h INfI 41111, " , r f 1 A � I, f J �,f �l '� I 3 if / 4 +(tom If ( /If If, ((( } riIN if �..... ,..� .... `� _- r ff LC f _ i a 5 / r r % _-t i Nor x{ , 3 I.mu Qu.G,Y.Swuw ' ... MemE),,,, Date: 5ee+em bar Z9.488 Make I_ To: Tom Corroll From: David Ward JFCT/n. Re: tJe occass road fo Luck 5fcna s:-Im armrl nlo. I-o8 kcymunoo Coanfy Wa. have. ray/ieaed6c, Plan inr the PaMoseol acccass rood as frs,4/ggcay/. We Jco no ercbl&ns ,F Ae, rood : s or jy4 Gonsi>uc%d far the. .su6m;#r olon. Nowever, :F dur,n� Gons{rur�bn flea o/a need Ao move Ae sfr'eOm fo -A+ _ ,tlor-fh (exampG : s-h44o... /Gfoo) n✓e we'll Ae+ need fo rr�tHre o rgw,•sed p/on addiass;n� the srrcdm Dmiew of W Rz mum, NoM G"m Dmpm of N.wml Raouw W C mmdly Mc opm= �evyc 1 e ✓ Speeo-Frotter® ��. To From MESSAGE ! . _ (� J • ww 7 Il V�-lc� w 1 1. 4e4 / A4 iY - E 5 gvlC. �a �GvacJ i'f" y� (aLl.r. // �. Date °i �6 . Signed REPLY Date Signed WilsonJones 6RM MmElWCDlNU W3MPl r . SENDER —DETACH AND RETAIN YELLOW COPY. SEND WHITE AND PINK COPIES WITH CARBON INTACT. ~� � . -. .- , .- ., . t _.. `.rj -'� _ ,�• #- ... •' + - _ ° ��. �•+'.a fir. S �. 3 � i� - `,..r'- : 5 � �^`� r _ s - . .. 1. _• a -. . ?-. 4 Ulan* STONE sfpl 61988 Corporation W110 QUALITY SECrIDN P.O. Box 29582 Richmond, Virginia 23229 September 14. 1988 804-784.3335 1988/DLR-TC-9 Mr. Thomas B. Carroll, P. C. Mining Specialist •pg:- r• Division of Land Resources = 3 Department of Natural Resources and Community Development SEr „od Poet Office Boa 27687 Raleigh, North Carolina 27611 (APID QUnIII r 5iC7hoN Subject: Luck Stone Corporation - Burlington Plant Mining Permit No. 1-08 Revision 02 Alamance County, NC Dear Mr. Carroll: Luck Stone Corporation has been in the process of securing a second entrance to our Burlington Plant. This access road would connect to N.C. Hwy. 49. We would desire to initiate construction on this road as soon as possible in order to complete it this Pall. Enclosed find two (2) seta of construction plane for the new access road with erosion control devices which represents Revision No. 2 to our mining permit and are further identified as sheets No. 9, 10 and 11 of 11. We are also enclosing two (2) revised copies of sheet No. 3 which shows the addition of a new Berm P along the western property line. Your early review and approval of Revision No. 2 to our mining permit would be most appreciated. If you have any questions, please do not hesitate to contact me or Darrell Russell. Sincerely, LUCK S NE _RPvO/R'A/DTI/ONE orrest B, Wiseman encls. cc: DarrellAyrell - Alley, Williams, Carmen, 6 King, Inc. Burkeville Burlington, N.C. Charlottesville Elkton Fairfax Greene Greensboro, N.C. Leesburg Manakin Pawhatan Rockville Staunton Sterling unton C/PC-PA#2 alley, williams, carmen, & king, inc ENGINEERS A ARCHITECTS p.o. box 1179 740 Chapel hill road burlington, north Carolina 27216 telephone 919/226-SS34 PIPH CALCULATION FOR PERMIT AMENDMENT NO, 2 DATED SEPTEMBER 139 1988 YREti.HVCD SEP 161988 PIPE B-12 LAND DUALITY SECTIDN 1, DRAINAGE AREA = 36 AC, 2. Q25 = CIA = .6 R 6.0 K 36 = 130 CFS 3, AT 2% SLOPE - 48" PIPH OH 4. DUE TO COVER CONSIDERATIONS, TRY 2-PIPES, I.H. USE 65 CPS, 5. FOR 65 CPS AND S = 1.3%. D=36" 6. USE 2 - 36" RCP a 1.3% = 130 CPS-> CHECK HW/D = HW = 5' OR PIPE B-13 1. DRAINAGE AREA = 4.6 AC. 2. Q2S = CIA = .6 H 6.6 K 4.6 = 18 CPS 3, 24" RCP 6 .6% CARRIES 19 CFS 4, USE 24" RCP a 0.602 SLOPE -+ CHECK HW/D = 1.28. HW = 2.574.. OK, PIPE B-14 1. DRAINAGE AREA = 86 AC. 2. Q25 = CIA = .6 K 5.6 % 86 = 289 CFS 3. AT 12 - 66" RCP OK, 4, COVER COMSIDBRATIONS. TRY 2-PIPE, I.S. USE 145 CPS, 5. FOR 145 CFS AND S = 2%. 42" RCP OR FOR 145 CPS AND S = 1%. 48" RCP OR CHECK HW FOR 48" = 7.65 •• NOT CK TRY 54". HW = 6.12 .. OR LAURENCE A. ALLEY, P.E. HERBERT A. CARMEN, A.I.A. HAYWOOD B. KING, P.E. DARRELL L. RUSSELL. P.E. J. EARL WILLIAMS. P.E., RET. PIPE CALCULATIONS FOR PERMIT AMENDMENT NO, 2 C/PC—PA62 DATED SEPTE BER 13, 1988 PAGE 2 PIPE B-15 1, DRAINAGE AREA = 23 AC. 2. Q25= CIA =.6 X 6.2 X 23=86 CPS 3. FROM B-12, 36" RCP OR 6 S = 1.3% 4. USE 36" RCP, S=1.3% + CHECK RN/D = 2.51, HW = 7.53 :. NOT OK TRY 42" RCP, HW = 5.33 :. OX PIPE B-16 1. DRAINAGE AREA = 2 AC. 2. Q25 = CIA = .6 X 6.6 X 2 = 8 CPS 3. USE 18" RCP 8 0.50% � CHECK HW = 1.77r .. OK PIPE B-17 1. DRAINAGE AREA = 8.5 AC. 2. Q25 = CIA = .6 X 6.4 X 8.5 = 33 CPS 3. 24" 0 1.7% CARRIES 35 CPS 4. USE 24" RCP 0 1.7% b CHECK HW/D = 2.7% HW = 5.45 :. OR alley, Williams, carmen, & king, Inc . pa. boa 1179 . 7ab ehaPal hill road . burlln8lon. north earollna 27218 C/LSP-RBOQ2 alley, williams, carmen, & king, inc ENGINEERS & ARCHITECTS P.D. box 1179 740 chapel hill road burlington, north Carolina 27216 telephone 919/226•SS34 REVISION NO. 2 - LUCK STONE PLANT A. GRAVEL FILTER BASIN AND SILT PIT "FF" 1. CONTRIBUTING AREA = 0.7 AC. 2. DISTURBED AREA = 0.7 AC. 3. TEMP. BASIN - VOL. = 1800 % .7 = 1260 C.P. ASSUME 4'-O" DEPTH E 18' % 18' 4. Q10 = CIA = .6 E 5.8 E .7 = 2.4 CPS PROVIDE 10' WIDE RIP RAP OVERFLOW B. GRAVEL FILTER BASIN AND SILT PIT "GG" 1. CONTRIBUTING AREA = 12 AC. 2. DISTURBED AREA DURING CONSTRUCTION = 2.0 AC. 3. BASIN TO BE TEMP. USE 1800 C.F./AC. FOR SIZING 4, BASIN VOLUME REQ. = 2.0 8 1800 = 3600 C.P. ASSUME 4'-0" DEPTH E 30' E 30' = 36005.8 Z .7 = 2.4 CPS 5. Q10 = CIA = .6 B 5.8 A 12 = 42 CPS PROVIDE 20' WIDE RIP RAP OVERFLOW C. GRAVEL FILTER BASIN AND SILT PIT "HH" 1. CONTRIBUTING AREA = 2.5 AC. 2. DISTURBED AREA = 0.7 AC. 3. TEMP. BASIN - VOL. = 1800 2 2 = 3600 C.F. ASSUME 4' DEEP E 201 R 45' LONG 4. Q10 = CIA = .6 E 5.8 E 2.5 = 8.7 CPS PROVIDE 10' WIDE RIP RAP OVERFLOW LAURENCE A. ALLEY, P.E. HERBERT A. CARMEN, ALA. HAELL L. D. KINGSELL, P.E. DARRELL L. RUSSELL, P.E. J. EARL WILLIAMS, P.E., RET. LEU REVISION NO, 2 LUCK STONE PLANT PAGE 2 D. OPEN CHANNEL N0. 62 11 AREA = 12 AC. 2. Q10 - CIA = .6 X 5.8 X 12 = 42 CPS 3. SLOPE = 2% 4. ASSUME \\/ 2:1 81 BOTTOM 5. USING TEMP, LINER = d = .741. Q = 43.06 CFS FIBERGLASS ROVING - DOUBLE LAYER - OR 6. CHECK FESQUE PERM. COVER ASSUME 1'-On DEPTH, A = 10 SQ. FT., R = .80 C/LSP-REV42 ENTERING RETARDANCE CLASS D CURVE, R = .80 = V = 4.51/SEC. Q=VA=4.5 X 10 = 45 CPS .. OK alley, Williams, carmen, & king, InC . p.o. box 11IB . 740 chapel hill road . budington, north carollne 27216 b Nim /A A rl r k m f-- � i 4' I 1 1 ^ R A 9 �A 4 Y C � xr,zr. N tiLroµn roNP S' F` r a v If , I r e �1 A7 a i R ! U rj P m s r m s y m j rs y i1 a� b i 1 Ny n � Jti n u e o, S alley, williams, carmen, & king, inc ENGINEERS & ARCHITECTS p.o. box 1179 R 740 chapel hill road burlington, north carolina 27216 telephone 919/226-5534 July 29, 1988 1988/DMe-TD-7 Mr. Tracey E. Davis. E.I.T. Assistant Mining Specialist Land Quality Section Department of Natural Resources and Community Development 512 North Salisbury Street Poet Office Box 27687 46f, Raleigh, North Carolina 27611-7687 4 GI Subject: Luck Stone Corporation n0�"j11Yf Burlington Plant, Alamance County Permit Modification Request FCi/0+ Dear Mr. Davies I am in receipt of your July 22, 1988 letter providing review comments for proposed modifications under the subject project, I have discussed your recommendation with Luck Stone Corporation and we are in agreement to install a riser pipe on Pipe B-11 at the access road. We have therefore revised Sheet 4 of 8 to show the riser pit and designated it as Basin No. 6. Sheet 8 of 8 has also been revised under the basin schedule to include the construction detail and calculations for the riser pipe associated with Pipe B-11, The construction sequence for Revision No. 1 on Sheet 4 of 8 previously submitted does indicate that the Gravity Filter Basin must be installed prior to installation of the 3OR RCP; however, some marginal clearing will have to be done to access the area for the Filter Basin. It was our intent that the Filter Basin be installed early in the sequence; before any road grading, but after some clearing and grubbing for access. We are enclosing two (2) copies of the Revised Sheet Nos. 4 and 8 which shows the addition of Sediment Basin No. 6 at Pipe B-11. I have previously sent the design calculations for the pipe associated with this modification. We are also sending two (2) copies of these revisions to Doug Miller.. We would appreciate your early review and approval of thin revision. If acceptable, a verbal notice would be most appreciated. Sincerely, ALLEY, WILLIAMS, CARMEN, 6 RING, INC. rrell L. Russell, P. E. DLR/sj encla. cc: Forrest Wiseman - Luck Stone Corporation Doug Miller LAURENCE A. ALLEY, P.E. HERBERT A. CARMEN, A.I.A. MAYWOOO B. KING, P.E. BARBELL L. RUBSELLBELL, P.E. J. EARL WILLIAMS, P.E., PET. JE .o A1yy4u Ll---' �'�� W R N T r c _ e ']Go J n �o a O U u t n c�4 2 f- d C o 5 %� �'— 11 b,'�.lEgS, a • z _ iJ U r: Q o viz ��t z �I LLJ E it cK 0 .j U Y' OD a �o o� \ — - M m Wo , rt \M I a >( �' Y, ` ra..�' _ - — {�.'�- G'"� -."'_� `^ °7 z e arc LLJ YiAf ILI r ,S n III L I It ibi }\ r F r a a _ 1 � i v r � i 1 u: (` IN i rr Z \ 4 E �'� W ! ro e i � t c v' ; i N oq� 5Y II r LU SOS 4 � i CD Ij Lo IL f - . r� .Y I f n r• v e T �' o- _ aIf 9 I u CC` L Ik t vv i� . 1 r. t� (gyp K ` IMI Ir If 1 1 z r t J / i c i -- F7 - o , r Ie i s 1 � , iu ✓ l f / W 3 i J �t � r , rr r J - r J � - r u r 1 r / A Iz It 17 r 9a _IN - N It- I IN I c i i e ;k A I A � y I / tir-+ten-/"^ ,. _, •. '.. ,. �'�-� r v � / :> 1 �� f l 1 ♦ " *N T. m r _ r s Ln Not! co y � , I 0 �.It ,. 3 1 ' r . e � mt i' fl'It 14It In 1 r S I�di�� tra8 � r l o$O / r1 ! ��-- � ll� 'i� Hi IT Ion It T �a o It 14 lulill 14 i s r V ni V VZ a T ILI , � I t o' In i f • � m f � } i r D y f + V � Yam"... co t� �r a fE It - nit IT00 t f ` . - : -„wdr 'd��,� ��/ytr�✓�'� ~ ` �' ^ , _ x,:� b °- — z rr`--_ �S' �_ 2 4 W OD V z r v a O N d IMsm ,a c 5 ZZ'tr yp o Z a a x J r .r PERM ENT SEDIMENT BASIN SCHEDULE a NOTE: ALL RISERS MIT PIPE CONDUIT TO HE RCP all TOP OF GROUND EL. DESIGN TOP INo INTO BASIN NO. CARS EMBAKK NT AT EDGE FREEBOARD LEVEL b AT HER L oriel D d d(cart) LEWIN 1 49.5 582 550 1.0 579 1.5 577.5 5.5 572 RAN 30" 571.0 50' 2 39.6 58c 578 I'm 577 1.25 575.75 tf 570 36" Ran 54T6.0 70, 3 Pill 562 578 1.0 577 1.30 575.70 5.70 570 36- Can 562.0 NO 4 30.5 562 578 1.0 577 1.15 575.85 5.H5 570 had 24. 569.0 90, 5 19.0 596 596 Ile 597 1.0 596.0 6 590 Be is- 586.0 Me 2 h,I S6S - -5 _ 'A4 I.. Sea ru 9 Soo 3E' 3J' s5ta. rL x 5 a'" Tern Tv pr r vc Rrex r' A11� art PLr-„z r v •1e1- ��jLWPe ::rH0.5C G ft0.JEL (n" (Irr-PC % rubsu-$f1. (30cn p51)-Ed* it" or -..._ ---Rc H 3 --- iT➢. FIPF_ OCCTI.CT rl EAn51oN (_OIJ iYOI DGY Ir-C TYPIcA� 5 TIoN 5EDlMEIOT I�A51P1 I\o �iG PLE. PERMANENT VEGETATIVE COVER The entire area disturbed by project construction (including Berms) shall be provided with a permanent vegetative cover, excepting roadways• parking areas PIT .stockpile areas. The disturbed areas shall be finely tilled by harrowing. Wl:edc sail conditions are unfavorable for successful establishment of cover aysilnible topsoil shall be spread. Dolomitic Limestone shall be applied at the rate of 4.000 lbs. per acre and a 10-20-10 commercial fertilizer mix shall be applied at the rate of 1,500 lbs. per acre to the disturbed area. Seed shall be uniformly applied to disturbed areas according to the following schedule by broadcasting with a cyclone seeder. close drill, or hydrosetding. Wood cellulose fiber mulching shall be applied at the rate of 2,000 lbs. per acre. Schedule fort Permanent VeRecati_ Cover Planting Dates PlentlinR Mixtures Application Rates-Lbs./Acre March 1 - May 20 Tall Fescue 75 Sericea Lespedesa 45 Weeping Lovegrags I August 1 - October 30 Tall Fescue 75 Sericea Lespedesa 45 Temporary seeding shall be provided to the stockpile areas. 3" of gra vel shall be placed in the parking areas, roadway. and an the shop area. Temporary seeding shall consist of the fall Owing: Plantfng Dates Planting Mixtures Application Rates-Lbs./Acre Feb. 15 - May 15 and Annual Ryegrass 80 Sept. 1 - Nov. 15 1D-20-10 Fertilizer 500 Lime 4000 Mulch (wood cellulose fiber) 2000 In all cases, stand of grass must be satisfactory to Owner. If growing season does not produce satisfactory results, reseeding will be done the following seacon- more CLASS l RAP RAP TO BE US£O Fw ,{cro nwaRRr Mom does R her far Dtsslpatar.OR 4 fwAfa• aN"a J%ttn10 oATO �'mY[9 an ,Intl,«nois ON E� CLa RB nI eI Tpl eALm.. AN "Ll. p, SECTION -AA SLOPE DRAIN Plaeheq• InPn e or1� e. •YCIIIPM .rw. � rAv l.r 19�,T� YC.^,•r loreA elk, L a The distance Such that POiAtS A and 0 diral of equal elevation .. S s. }p• e t . VA SPACING BETWEEN CHECK DAMS wit=eiYi!�' e1�,•iJ'I pN ieiB•: r�.iC�rNue..��NtiiS:.e..J...• • R�.'v. ' �80----'-IX nsdoes.:,°« saddro'di m Clasen r..,..r_ ' - ..a . a. ° e<. _ - _ __. f ) r / u. Nod as vait,. R«lee .N r<..rmt P .• .r n.m -. F. Tell <. Cdol PI I Itmp°. 1f' I. Held a Pn°m•v salativ aW oen lets` 0 rmL oc D 1ehe1-nsl). r."a nI Sewri... Meet. ...iw thereof nnu mew.(11.' a. _. H. o ). TaiLLn. Tact a .eJ < y ° dmd, Crew Ba E AN Near 9 beo.a°te e-ce e.L, a , ry en. PIT'. um., 1. CL.mNb Allow Boyd, C.ob• Meet Au". IFunce look. P,Rd or la ;,,tellAd P�[em Or 0f R the 15. BR vo Ao le. 25. M1 1"«-ll°Is. Ie.t•11 SELL Pit A NI Of Shia al mr. A. [ na ll u- 10 1 At,. 1 . 1 a C Pak tweak 42 reed 0. , utl tl •. t i 6_ weal 50- to see r. a- a are. Tell sedla.mu-r.n poT . - ..a 2 P,L< u p fi SO l t 1,111 gilt Pit v (R.nawe a more orm) 1•Roa.«. f I slat P a 6 REMS .1 TV.? fall).N' •LL "1 Belo R.ed l.il lla f lL silt Pit0 15e.tbok ee .1 .. Al. A. .... In e.- y .. n,.. Ale, .,t I, ,PC rno role- r• 1. mil Silt Pit C (Beer v1 b. A). CAP. 1. ALL tsMocP dm,ridwa dlteW, t. gill Pit. A. IT a- rom. I•.Uli... . end ...r • a o nor A n finbrC4 rMAnWa. AACP. M1 ,led > end Pierce tiM•p... <wiea W'Er,Dl ed•fe ern a ,rn Told, Too PUT IN BEAR kned At Shop rue(«. olmen..... I P. d 1. ° rIh...a To P m111 of,.\om- t. Tiler, end........ Aware. Lr,n • IN n rli.n.,,:. 's. :. on& 1. min � A.u. ti Wrdvu"m . III a I.E. d trot to t Pe fee). . 1- AB�q tc the Step MN. °. t. Nw111.r lolled i .w .n.TT.: a w. Ill v.... d u 1.r[e, om, fortune. web o.1 .b,dt. epr• I r. Pl.. Fe.tte.. 'B tle R,Wa, 1pt.l 5e ow, mt.nra. or. 19. 20. pie TE nA1 E. 21. It. 24. 25. V..nd 20, -, Complete e.nwe, o prode, ,PART.., rd. N Pill, or... .. Anl.,. «<k 1. tb. a.A ems tM I LjL-_4. A.. ... r in To I.R, 1a-Oil IT .11.1 r lace. •A.4. _ u.. al w_ ._ .err m s. 1. �..ma r a ..':- re�' oHu it beta ,mrry , uo roe . b. R P O. - P,V�d Z 1. Cle,, 1 ILLb6 H poll l d4#,wR. T «M1y- t M. O. old V gRueery� rT Mo. Old. arc eh5 .L Site 1. "d .a tnteton Pole a.as I ITTIol. Fred - III Book APRIL lose, 09. SLOPE a ,t:.. I Nm. R ACT." F'.L r t,u .ti.n n -ee t.ap.e.ey a ,..... chin To ce fer e ,a... PAIRS 45 S. IP 1' a I 9 JltS.dle,aoti� Ford 44.... Bell lJh_ le ra.e "d L ilea m y mi r.....na n .,ace. Air, ~ Or red. •ot armweY ""em > } r IIS' 0 pe d CJ. fill and Crest ♦"till a "'" sled e n t. r s - oil II «P a•p AJ =N z n. It . r„�.. mid .Toth r . A. ampler. pro., r end M .ea In Pa«, ."a Intel..... E. '�ator �,I111 _ .a.nF F e -Pill, If ° &cod 1. Lee.. rouilill. Arco. art 1 1. All".. e ..1, Kind -� eIT Onno e.RTS J . Ire:o, rd.obo 141-11 it Act" In" I. °. 5. 1:. l.. STANDARD PIPE OUTLET " died ° <11^^•1 1 ,N 42, TROL ER05ION CONDEVICE a. [.-Pl«a to,arendlook. t.".li-.' -led AM PRIOR. Ed DETAIL FOR STABILIZING CHANNELS WITH JUTE THATCHINGfEx'.-(­5te 12. A. Bury the top end of the jute stripe In R trench 4 Inches OF mare in depth. A B. Tamp the trench tell of tolll o cure with of staples, 10 inch spaCLITI 4 derives dawn from file trench. ,CnI C. overlap--Sury eloper end of lower strip S 1n 'A' and 'B'. Overlap end of top Atrlp 4 fnches and staple. do Iff. A. Erosion sfnp--Fold of jute buried 'n slit trench add tamped, .� double row ,,_. ,e V �:t, of stop / dk vo Y7 .. NOTE. 1. Fiberglass Roving to be installed in accordance with North Caroline Department of Transportation specifications. 2. Application rate for single layer is 1/4 lb. fiber/SY and 1/4 gal. tack/SY. 3. For a double layer - install two separate layers for that specified as single layer. Les n mw fRio r'w AP me a--- AT tE•ltWteILMJPYt•Ule_ _ _ _ L_ uaow St �= ee`_�_ iruwd.w.tl rat _�.ta••%i ow i7•: eIPMtWI10 erd.ur.Mtq E r------------ a et w.RAr far Pa. _ i• _ONO wiu "u INIIN twi LWNIR n u:uii TRL NPN SECTION TMNV BASW B FILTER NO SCALE eu TOff GRAVEL B RIP -RAP FILTER BASIN DETAIL OAK Mpuu I IT e1 tlF RAP If T2 - IT 40MO&� M THRU BERM Is FASTER PERSPECTIVE VIEW NO SCALE NO SCALE NOTE : THIS STRUCTURE MUST BE DESIGNED TO PASS THE 10-YEAR STORM WITHOUT OVERTOPPING THE EARTH BERM _.. roe .r s..... 1. Door vlu«r INS " %t O Samwfen a mbu wnA el epillvq. 1. Ireton e t I. filed, tMrg6l..r 4 ". INITlto tbe. p If ahe pn . I. if.., Ise lip AN ra am.... 1USA. ( ding.. • ea Allen f • vq t F. died, So' n. w m•> . a so? I'll. A. I, ALI • and Tiler forderall e_u _� .....if ... A ... IS ° l I'll File tOriTATTE a r 'ented"L .( bra A. • L. P S. R .nG (III to, e.. a. t�: Her u.H...'a end .PAIN Bey I. .iry . rir..Ttly r-..,r... 11 too•„l- 'PAP r1 ..... . -m-L b mfret oil amel.. I. • . r . uu...w IF All ...... It RED 1: plead, dionfwnee ..Lrr,.b ..bmrNo . 11, V.1...... rcmre e.PT ., oI r.I'lll near. a... a of rip , P FTCNTR eat I• a t UH1VE SIEtL POST7S 1 - INTO Gftvdtip AND EXCAVATE A ON " TRENCH UPHILL - {tIONG THE LINE OF POSTS. WOOD POSTS 44 IN DIAMETER MAY BE USED, MAX. 10' BETWEEN POSTS STEP 3, ATTACH THE FILTER FABRIC TO THE WIRE FENCE ANp EXTEND THE BOTTOM OF THE FABRIC 6 INTO THE TRENCH. C EIGHT: MAX. MIN. 20 s ATTACH WILL 1 LTA E. TG II All' EXTEND THE krTIOM OF THE FENCE d" INTO THE EXCAVATED TRENCH, STE 4. BAKFTL _ Tr L 1I trH t'a CT THE Sill F MI TO A BOTTOM CF IM FENCt k '-Al RUNOFF IS c lf4 CO TifiL H 0i, FENCE AND CAN,'T,,T 50 Ut,uER .I NOTE: Bottom of filter laced in trench and 5 Vi pe' by h. STEEL POSTS either bechfillino will Tn material and tarT o par;' III WIRE FENCE CHOG WIRE" washed stone to a ACIDIC rf b' AV above ground level. FILTER FABRIC BOTTOM OF WIRE FENCE AND FILTER FABRIC BURIID �. 6" IN EXCAVATED TRENCH. k(r'�, +---STEEL POST DRIVEN ISO INTO GROUND _-�- SILT FENCEI 5 LISP""" DI.-4 B CROWN I --_. za' MITI A rvMlf sl 1' obi � i 1 TYPICAL SECTION "BERM A TY AI C A L SECT I ON ' BERMS B,C,.,,9E noTS, BEER CONSTR l(IN F'I1 to be pieced in the be me in lifts not to esteed 8" end auffi.... fly track Packed t - n rprior to Weeding. The dopee shall be Lop dreveed wit CH Ad ofnPq,vil end track To liked. Berne shell be <nnets ct Ed from the low paint [ othe bfgh polar along Lhe lnngi[nde a Wilberm, go indent of elation controlstruceuree m be an place prior to beginning ;era mnneruc[con. NO, NOTE STAR R SMALL BE CLASS =AP D015TANCE FROM aOTTCM M ITCH To LUWE%T slut or IET' H BANK. IS T� N" FOR CLASS 1 RIP RON --��- sPILLINAr SHOULD BE I MN. BELOW LEVEL Of LOWEST :5 e. BANK r STREAM WIDTH 40 MIN �1 STRAINED 9 o IL 0 T zD MNr I L -jP e`Zl zM _ JVd WA Q'FT �.5 �a 4 Eli 1_ J4oJ1gE-� IY ma N: St I r I ae ALLTIQN BB DE I AILS FOR TEMPORARY ROCK CHECK DAM AEv un 1 n.:ue:> ,GD CIA, J (L, - 7/2I/Lz. REVISED 01/25/88 PE9W WNT SEDIMENT BASIN SCHEDULE NOTE: ALL RISERS AND PIPE CONIXIIT TO BE RCP oil TOP OF GROUND EL. DESIGN 70P INV 1MY BASIN NO, CFS EMBWUIMENT AT EDGE FREEBOARD LEVEL h RISER L SUNS D d tllout) LEMT 1 495 Sat Sea 1.0 579 1.5 577.5 5.5 572 31 30- 571.0 50' 2 39.6 582 576 1.0 577 1,25 575.75 5.75 570 36" San SM.9 70' 3 4I.6 582 1 1.0 577 1.30 111 5.70 570 361 30" SEE.0 90' a 30.5 582 57B 1.0 577 L.15 575.85 5.85 570 30" 2A" 56910 90' 5 lice 598 598 1.0 597 1.0 596-0 6 590 ran {B" 566.0 See v {., SdS Y tea 7G4 �. it3au 3 Soo is" �' 65AL Los TER TY IC E I+T - VO ATE: , A, TTf s try PvPs s� v :IcNI s ' 6 SLnPG -,-r- T� 2. E 1 G c,klI 62AJEL 6" CrkILKCTE 1iRZE-fOI f ynoo VSI) dt 12" or iYPIGPL 5E"T"ION- 5COIM6IJT 5A51fli1 pVi j6FLE PERMANENT VEGETATIVE COVER The entire area disturbed by project construction (including Berms) shall be provided with a permanent vegetative cover, excepting roadways, parking Area, and stockpile areas. The disturbed areas shall be finely tilled by harrowing. Where soil conditions are unfavorable fct successful establishment of cover, available topsail shall be spread. Dolomitic Limestone shell be applied at the rate of 4.000 lbs. per acre and a 10-20-IC commercial fertilizer mix shall be applied at the rate of 1.500 lbs. per acre to the disturbed area. Seed shall be uniformly applied to disturbed areas according to the fallowing schedule by broadcasting with a cyclone seeder, close drill, or hydroseeding. Wood cellulose fiber mulching shall he applied an the rate of 2.000 lbs. per acre. Schedule for PeovidinR Permanent Vegetative Cover Planting Dates Planting Mixtures Application Races-Lbs./Acre March 1 - May 20 Tall Fescue 75 Settees Lespedesa 45 Weeping Lovegraed 1 August 1 - October 30 Tall Fescue 75 Settees Lespedesa 45 Temporary seeding shall be provided to the stockpile areas. 3" of gravel shall be placed in the parking areas, roadway, and in the shop area. Temporary bedding shall consist of the following: Planting➢ates Planting Mixtures Application Rates-Lbs./Acre Feb. 15 - May 15 and Annual Ryegrass 80 Sept_ I - Nov. 15 10-20-10 Fertilizer 500 Lime 4000 Mulch (wood cellulose fiber) 2000 In all cases, stand of grass must be satisfactory to Owner. If growing season does not produce satisfactory results, reseeding will be done the following season. S STD REINFORCED CONCRETE FLARED END SECTION NOTE Ct ASS I RIP' RAP TO HE USED STANDARD PIPE OUTLET EROSION CONTROL DEVICE OF SL OPF H xraE mull Pit e Per Dissipator m. - eRoaw olwr.L l-. A It oo ur wSoN t t[ppWW Yull2a"y k,"'e Cp:aR Rf" RM OwVNt �Ic e &zero Ill.. Ease. slat •no-P OF rxI la _ STD. PIPE xOTLET EPEctmes C_OIJTROL OEYICE SECTION -AA SLOPE DRAIN PIPE 1`KP.vF. L,ro . orSlits AidedRJIII, P.:ill o. five M.e.V .via J'�- fit aM+ IN.r p -on- Keith alb t DETAIL FOR STABILIZING CHANNELS WITH JUTE THATCHING/F-X A-' '•'-1< A, Bury the top eM of the jute drips in a trench 4 inches or more in depth, A B, Tamp the trench full of aerie Secure 'it", u of &topics, 10 Inch apaCleg, 4inches drill from the trench.Pedfle C. Overlap --Bury upper end of laver scrip s in A' and IS', Overlap end of top strip 4 Inches and ateple, D. Erasion stop --Fold of jute buried in slit trench a M camped, double Towa. y . of Staples"^Ak•Jr•"r at IS to 6 apart req to keep the firmly BE fi into the - f ICI L '}, // ! 7'L TYPICAL SIR , y" L a��., iK i8 Gauge Wi -,.kT I y L t I r rf ] wfYQIKgli`' T. Press end of jute 4 inches into the col r ouM at bectures and staple securely. 7o L a The distance such that points A and B an of equal elevation A L B SPACING BETWEEN CHECK DAMS VA SWCC a� a •i �� AiAM r in S••I���ia�iis:%�L :i•I�I � •yam•WE0iV4D9A,` We *am a 4eB�me. sgun<. IF ndro9 wa,m --_ s. r"u+... ... A "e m.sMAM er.1 feet an.E, Fed __- I. twee .« area =I... is .fa RI mite A kill, PI tn.t."ir I..... . r , .n r.ep ... I e.=•iron 1� able wt.7 eewLt.or vat-ns. laid s TrOgi Ar onP a ta..a tilleJob r 1amt.. k sib .. Aepe e,me {..e. c _ W. a W e Field . rtw .n t-tnter.e ae. " .t. x n . stile a -.. . D. stil`ca.inorr aw. •m MAP N «. :.e <d a f NIATabR CIP am, SI . In. • . S . 25. 1 1 96. se, , ., 1. e<,ri Slit Pit a Agee o.<®ep Dwarf Feeling Allen _ 01 ompal l ..I Ad- wdlfi `.11 y Pink O.tY eu a7 .M V. 1 B' All" t r. I.tall ..wu He . I- d.1,". I... od e.ft., r<n tied, . end i pans... m .vial mt a. a tY ommet M sm ..q. fill A. sill Pit a ala wme a Safe 41111 . Con At...ee 90.4 time CI Read Ilmll s Pit a tsv.tNIlt M m A. f. <c.0 of „ere ..p v Mae A,.... LPlant IDrt.11 Silt Pit C fault of P. A). '. A. (Alf. `. hM ill <me rooll Sig, Fit, 1 Aaed e sure A. 1. ll Pill 1 Basta •.41a.<ni. Ai1C 31 blind, r 6ml A... B IN.. s m nne6l .a .f or. tuffs«. 6. . -of a. Sem Pill .1 ship A".. f z. IF' I emit. `al Autism, a tip of „I, p t. . .ILw.. ea., �°a1 RIP dolv..� d v May Lime A. v I lr 16 . me. fb n1...Tool a (double toyer) in lip, a w. . less Ismael: n fa. 3. J ie.r : .mid ...he ANso ed. PP ,, Maiwr. .,., .little ,n nit, t1..Ina. m. 11, L. Add 14 (.tt., A. tide since sietuva nP) ,. Plea fiberglass rrw ,pea 1dn0L Israel I. ape OMPI 1. 18, 19. 20, E" eIu Ile IS. LA, I5.:6, • n. ., rswe a iodine add prw.d. ve.v",nry ...Aide I. Ali., reef. n Taking. .fek en t wd Ileyv.eq LM bell n._. ...r.LL 'e feed pun. ue.. _ -- - I. mail ¢oil rw6 "l- 1. Il"'Itmet, proof1 slit µ- • .+amtlr lei ¢aft. v0 m.vL vwvarlp Bil e Fit AAA s. III of Wo . 9+.t0 1 o1a eeea. wR s .h Pr YI t Z mid,A. o..nd T. - sAr "? cue D.rGM6s alb u.:,d aw I.tl.N P."A n. w-ce a1 Milk me ce, e pulp • . And. e. a1 s ails rma In .be refit a d.r.wi00 AAA t0 p- ar .p 1I.':N. ry Al".. DaeA. dill ousem a..o. row n. SIII 4pprell' of a A. fillo tall s aim,...if" Pepe P. I_ sit' Fit. a .na c d ere.. L. r. e- Bea <0 a Ceee., neeaOS .I,y� ... , send Mall ,r�e." ,.mow 1,1, 1�patr ere in estaC...kond 'III .1 5 An r a v - Gapletr . waur a ..m Cases - ,,.Cale a Also. fill. n f. 1. A. kill. Pm,e.,..e. 1114, 0 ..,m sere A. rupbt. p led anal"a I. Piet .pe .farA ..... 1olue. a...0 A. Atlanta f0. 0 it ,re. ..rem ,.found'. . :,a Aew... n.et..f za.. Rowe e. Pill, fIDevstn. ,w a lied I. p in .... 1. 4, 5. i3, 1 IS, 40, V. .IPcapw' +n nnm. Bet 1 rod r...A 4. d.Pa... C 'ad 'Ill.nf"Fii... fed ..its. NOTE: 1. Fiberglass Raving to be installed in accordance with North Carolina Department of Transportation specifications. 2. Application rate for single layer is 1/4 lb. £ibex/SY and 1/4 gal. tack/Sy. 3. For a double layer - install two separate layers for that specified as single layer. I ter ✓ *emu { - iwii:'i.ii.a t➢'y(IpnISLNJtYLaSUa_ T _ _ hI IS ` (nr ampr ass q : IPa.T_____t ;i"e coot its..{ awslr•rwwru.mrl fose 1YS.t[Y, wil MAP ow {' u 1! r CLAIM Yp Well fall [Yn is Md * FILTER SECTX)N TNNV aASIN a FILTER NO SCALE GRAVEL a RIP - RAP- FILTER BASIN DETAIL MAP NW -OW P Hr WIN. ARM irtaan .PI.(•y postpone. _ t few IX A {Is•L� ICTION THRU MW a FILtER PERSPECTIVE VIEW NO SCALE NO SCALE NOTE c THIS STRUCTURE MUST BE DESIGNED TO PASS THE IO•YEAR STORM WITHOUT OVERTOPPING THE EARTH BERM P. 1st tI _ urgu1.q . .purely . n1. w,w t an, Pit Q. =.tit.1 out.". A. .11 1.... $an ad.e . r Allen.. " .PI fill 'be W` v to tee III of the caul. 1. n•` .be rip ..1 11 .n�mnn m,tt pne Lima.91 Laud... , Pn%." . Lime Ilm "filing r Foods Pill" In' naln.o I'd .pope ... 1. e -- _._-facto 2 I :nP_Iq_pone. 1.meet p. tea. r ....... I. .... 1I . v -y fee. Feb"1, �ol.li Slit , •wetvv, aI Pole e, a a. T. Ana L. 1. Tomlin lTic .. IFE LIFT11T ,.. Fait.. m .sower vuvewry ..... Sill 1 .11 w ..AT "Leal... a Repr.t f. 1 Ankim'Il M.oeam. He'll Ar In A'[..ase Pten< lie, .hill a to fame. evp0,lis . e lu .. `a era aw. .e4 flood ,p a R..a..u1 fen,.., a.au,,.. zee f CtITOEf T'AA NCH s CHIP SIELL POS]]5 1(1SS INTO G LKii AND EXCAVATE A b % b" TRENCH UFUILL 4J0116 THE LINE OF POSTS, WOOD POSTS 44 IN DIAMETER MAY BE USED. MAX, 10' BETWEEN POSTS STEP 3, w ry r 6 STE 4. ATTACH THE FILTER FABRIC TO THE WIRE B�Fti. T t 1 FENCE AND EXTEND THE BOTTOM OF THE THE SOIL F FABRIC 6 INTO THE TRENCH. BOTTOM OF iF - lN -F I' T 11Y:Nt F ATTACH W.db i-ENCE TO FOCI.. AND EXTEND THE BOTTOM OF THE FENCE Y INTO THE EXCAVATED TRENCH, r EIGHTL MAX. Mi Me 2r NOTE: Bottom of f It pia ern ^ STEEL POSTS eT tf + .' f 11 ,i' *FILTER (rote ial and t 1nq o y . WIRE FENCE (HOG WIRE ached Store to a qht of k above ground level, FABRIC , BOTTOM OF WIRE FENCE AND FILTER FABRIC HORSED W 1as' 6" IN EXCAVATED TRENCH. y } '�-----STEEL POST DRIVEN 18' INTO GROUND -.. T SILT _6 5 20' MIN. IVAa1 T) li ry / F- yen -__ - { TYPICAL SECTION &BERM A" TYPICAL SECTION BERMS B,-C,'u_a E NOlF,: BEEN IDNSTWICTIDN All ra be placed i the berme in lifts not in exceed 6" Put cu ..... tly track packed to i Sze erosion Prior to seeding. The oLI eLetl to tap dressed Vitt, 4• oftopsoilantrack pucka&, Beside Shall be constructed free the low Point t the high point along the longitude a AllPlusperimeter e roe von cent asucto, yes to be in piece prior to beginning Seen construction. i Nolt RUCK SRNALL sL CASIA I P • DISTANCE FROM BOTTOMOF DITCH TO LOWEST SIDE OF DITCH BANK SAM T= B FOR CLASS I RIP RAP 1 PLAN - --- --- - 3PILLWAY sMOULD BE I'Are bFY- SELOW LEVEL Of LOWEST BANK 7W STREAM Ol O I I /t 6 9 5 ED S o E O 0 Y 5aAM � -VV'6 S 0 EE N f a4 0 alp dGbat00S10 M IN L rope �� tea. l_- L_ rbC(bi='T18 It CIA PoF SF 71 1 AA sLn ON A D L T A I L S FOR TEMPORARY ROCK CHECK DAM REVISED 01/25/68 r/d ea " State of North Carolina Department of Natural Resources and Community Development Division of land Resources 512 North Salisbury Street • Raleigh, North Carolina 27611 James G. Martin, Governor Stephen G. Conrad S. Thomas Rhodes, Seaeory July 22., 1988 Director Mr. Darrell Russell, P.E. Alley, Williains, Carmen, and King, Inc. 740 Chapel Hill Road P.O. Box 1179 Burlington, Morph Carolina 27215 RE: Modification Request Luck Stone Corporation Burlington Plant Alamance County Dear Mr. Russell: This office has conpleted its review of the above referenced mining permit modification request dated July 1, 1988. Overall, the proposed access roads and corresponding erosion/sedimentation control measures appear to be acceptable. It should be clearly noted in the construction sequence that the gravel filter basin beltaw the Magazine Access Road shall be installed prior to any pipe placement and read construction to prevent offsite sedimentation to Boyd's Creek. In addition, a properly designed perforated riser basin nn:st be installed at the upstream end of Pipe Bll to adequately catch surface water runoff from the surrounding area. Upon full implementation of this basin, the gravel filter basin should be cleaned of sediment and subsequently leveled as an energy dissapator from the pipe outlet to Boyd's Creek. Our staff feels that these measures will function more efficiently than those proposed and will help protect against possible erosion/sedimentation to Boyd's Creek. Please forward two (2) copies of the requested information, or a viable alternative, to my attention so we nay continue the permit modification process. This information should include construction details, design calculations, and revised site plans to support these proposed changes. CO. Rm 27667, Raleigh, North Carolina 27611+7W Telephone 914733d833 An Fgroi 0n nuninAlRm,aeve Amon Empiu.e. i Mr. Russell July 22, 1988 Page 2 If you should have any questions on the above please advise. Your continued cooperation is greatly appreciated. TED/sl cc; Mr. Doug Miller, P.E. Sincerely, �Tra E. Davis, E.I.T. Assistant Mining Specialist Land Quality Section DEPARTMENT OF NATURAL RESOURCSES 6 COMMUNITY DEVELOPMENT LAND RESOURCES DIVISION LAND QUALITY SECTION TELEPHONE LOG 1. Project: 2. Conversation with: (/iLt (p N/A4— 'm 3_ Content of conversation: CTf AI Sheet Date l n?lzl 8S County Call received ✓ Cell placed Filled by: rm A LICK* 3 M COPPOPM100 idµ P.D.Box29682 July 1, 1988 Richmond, Virginia 23229 804-784.3335 State of North Carolina Dept. of Natural Resources and Community Development Division of Land Resources 512 North Salisbury Street Raleigh, NC 27611 Attention: Mr. Thomas.E. Carroll, PG RE: Luck Stone Burlington Plant Dear Mr. Carroll: Development of our project is progressing on schedule and we appreciate the cooperation you and the Division have given us on this project. We have recognized, however, some shortcomings in our plan and wish to request some �ruoQ k44� minor changes to the site plan. `` 4 As you are aware, we have several monitoring wells that require all-weather access. We are proposing to construct an additional road which will serve as access to wells 8-8B and B-9 and as a haul road for constructing Berm B. We also propose to construct an additional road for access to our magazine location as shown on the enclosed revised plan. We would appreciate your review and approval of these additional roads. Please let me or Darrell Russell know if you have any questions. Very Puly you s, o Forrest iseman Construction Manager cc: Darrell Russell Beacton Burkeville G. Douglas Miller Burlington, N.C. Charlottesville Enclosures (2) Eli Fairfax Greene Greensboro, N.C. Leesburg Manakin Powhatan Rockville Staunton Sterling M� J) ZC' PIPS cnLcoLATlolas FOR esRNlr AMEtEIIffiff !9y ( F^ DATED JUNE 30. 1988 63 V �JfCTo N PIPE B-7 1, Drainage Area = 5.1 Ac. 2. Q 55 = CIA = 6 z 6.6 x 5.1 = 20.2 efa. 3. HaiS = 0.70%. we 24" RCP. 4, 24" RCP • 0.70E = 20 cfe. PIPE B-8 1. Drainage Area = 2.4 An. 2. Q2 = CIA = .6 z 6.6 z 2.4 = 9.5 cfa. 3. Po1 S = 3E, use 15" RCP. 4, 15" RCP 9 3E = 12 cfa. PIPE B-9 1, Drainage Area = 2.2 At. 2. Similar to B-8. 3. Use 15" RCP ! 32 PIPS B-10 1, Drainage Area = 69 Ac.. LB = 30000. T.C. = 500' - 10 min. \ 15 min. 2500/500 = 5 min./ 2. Q25 = CIA = .6 x 5.6 x 69 = 232 cfe. I = 5.60/hr. for T.C. = 15 min. 3. S = 1.2E 4. Use 54" RCP 9 1.2E = 240 cfe. PIPE B-11 1. Drainage Area = 15.5 Ac.. Q25 = CIA = .6 z 6.6 z 15.5 = 61 cfa. 2. For S = 3%. use 30" RCP. 3, 30" RCP Y $3E = 74 efa. OR. B-4 PIPS CALCULATIONS FOR PERMIT AMEMDHSNT DATED JUNE 30. 1988 PIPE B-7 1. Drainage Area = 5.1 Ac. 2. Qp5 = CIA = 6 x 6.6 x 5.1 = 20.2 cfe. 3. FN S = 0.70%. use 24" RCP. 4. 24" RCP B 0.70% = 20 cfa. PIPS B-8 1. Drainage Area = 2.4 Ac. 2. Q qq = CIA = .6 x 6.6 z 2.4 = 9.5 cfa. 3. PH S = 3Z. use 15" RCP. 4, 15" RCP 0 3% = 12 cfe. PIPE B-9 1. Drainage Area = 2.2 An. 2. Similar to B-8. 3, Use 15" RCP g 3% PIPS 3-10 1, Drainage Area = 69 Ac.. LB = 3000'. T.C. = 500' - 10 min. \ 15 min. 2500/500 = 5 min./ 2. Q25 = CIA = .6 x 5.6 x 69 = 232 cfe. I = 5.6"/hr. for T.C. = 15 min. 3. S = 1.2% 4, Use 54" RCP 0 1.2% = 240 cfa. PIPE B-11 1, Drainage Area = 15.5 Ac.. Q25 = CIA = .6 x 6.6 x 15.5 = 61 cfe. 2. For S = 3%, use 30" RCP. 3, 30" RCP B 83% = 74 cfe. OS. B-4 z 3 I_ Ate.. Q W a H r a r .Y d �_ CM flc Z O *a s '" o z 54 S zga.2p' ,-�� _ e E s J co _ 9 _ E v W t. m 3 � 0 . aj N aI i \ 5 \_ `G)I Z OOD `� `t in \ v V G 4Y ao M / W m d �_ o_ J t l s 00 c � N ill s , \ tt � O i j x^ I / I I, If . ✓ / / / x _ _ _ o w V I i T zP s I o5s i 1� I If , If h \ � - �. .-•- Ate_ .r- i �^ � m. � �} - - �� '�� � �-, � ' it �• � A 0��� > �;,m I � t f ^, c y m _ \ j X cin � a If � \ -e ff Cc 1 � I T i 1 / 4 �y m x " ( " 1 ' i t , �h N i If If 19 If j �Ir If ee If i IfIf ei 1 / 'Y — fill —r — f__ if eef llAII If flI- If O \ i I — - A , a r i T i i cl l 0 i ry j i i ' rN , s �— �oo. SO i �r 19 ::7z c , 7 � / K t _ __ — , o i 1 - Ftec 'r r� co w _ , � / � �"�• �/)i / /m_ �T' �,*.'� SST'. S� ��" � L �L� Y �� J i ,1 f 1 t n_ "fin, b e. I , l h A , / �� 6 t t ! s t A J £e ° Y � I - e s, so i r 1 / 1 J x , LN Eiam IV I j A 7 T , ` 1 E' // 0 OD _ 1 5 i I � IM O — c _ o q / P 4< 2 A y W cn OD o N .. s q0 m e 46 b, z'.6'l m o s 3 AO%s �3 z a 0�3 ZZ, d x — / rm mph •. 1M o z n rr r A z "i I m d =i _o = � n O y _ O N D d NSA co r � a � � z CD O a 20 0 Z o o I o %4 \ Nr N D QQQ Z Z -i ,. 0 �1 I) N --�S 03° 521 5 Joao ; 09 o a N � A I y P L o u.s 0 c< I 3of � 9I+ r - 7 0\9 4 ' FAR 4A xm F ri N MINE :V _.— 1 O \ co _977. lei m Ia —' 1,270.23' N N 41 if D z. O N 5 A-.NQp t3 I i I r sy .A Q db w ■ a a i r If If V / of lrl— 1 �� Ali%' pia II r t � r OD - j�j z � � _ � N rn W o 3 o r a 2 am r 3 n z C C n o Y a = (p O 2 N �� �rm -' v �n 'j U � I _ S rr.y T � v�I- �y 3 JZZ t'5 O Y r- v l N N OD OD V OD c N � � J / (TI I { I I i\ t r I u t� rIf�1 l If if z If I t If if If If i 1 t ^ a y p8 g o i �- / / AAA tIf I �r fe� If If If IT �I � . JJ i ^ If If Iff If 41 If if Ir 47 t r � I I r I !v S rJ ! Jf % c s s a r S 4 y If ov If s q OD �r i 1 O K . n sGm _ I yy s l� S r_j TdIf If ; w II � n L f J � T I \ L yy t i /�� 5 If 71 ff t 7 O o Z :f OF - /o_ r' ^ � OD O c e teOD ao 'O O ' _ _ o 52) L.. 3 Z, o z� O _ o w 04 r n -I l'Y C7-\c's'O : K✓% � i .i1, yp � r o n State of North Carolina Department of Natural Resources and Community Development Winston-Salem Regional Office James G. Martin, Governor William W. Cobey, Jr., Secretary May 14, 1990 RE(;EIVED MAY 15 1990 uNn nNAf,n SECTION M E M O R A N D U M TO: Tracy Davis Mining Specialist FROM: G. Douglas Miller WSRO - Regional Engineer RE: Luck Stone Company Mining Permit Revisions Permit 111-08 I checked with Groundwater Regional Supervisor, Andrew Raring concerning Luck Stone's request to reduce monitoring on their wells. It was felt that the quarterly monitoring should still catch the yearly highs and lows that would be expected at the site. You may want to have Luck review their data and set their schedule to hit the historic high month and the historic low month. If this office can provide further assistance please let us know. GDM/dh W25 North Point Boukvaid, Suim IUO, Winsmn-Salrm, NC. 271l 3395 • Telephone 919761-2351 An Equal Oppoemniry ABitmnnte A lion Employer IMPORTANT To Date WHILE YOU WERE OUT of Phone— -TR+4-Z2°"i-r TELEPHONED I PLEASE CALL CALLED TO SEE YOU I WILL CALL AGAIN WANTS TO SEE YOUJ I GENT RETURNED YOUR CALL Signed N.C. Dept. of Environment. Health, and Natural Resources State of North Carolina Department of Environment, Health, and Natural Resources Division of Lind Resources �12 North Salisbury Sheet • Raleigh, North Carolina 27611 James G. Martin, Governor Stephen C. Conrad William W. Cobey, Jr., Secretary May 87 1990 Director Mr. Gary Stoneburner Environmental/Safety Engineer Luck Stone Corporation P. 0. Box 29662 Richmond, Virginia 23229 RE: Groundwater Monitoring Burlington Quarry Mining Permit No. 1-08 Alamance County Dear Mr. Stoneburner: The review of your letter dated March 19, 1990 in which you requested that the frequency of monitoring be decreased from bimonthly to quarterly has been completed. As your company has continued to monitor its observation wells on a bimonthly schedule since your mining permit was issued on March 4, 1988 and have therefore met the requirements of Operating Condition No. 5 of your mining permit, the Department hereby approves your request to reduce the frequency of groundwater monitoring of the five (5) observation wells at the site from bimonthly to quarterly monitoring. Your continued cooperation is greatly appreciated. Should you have any questions on the above, please contact Mr. Tracy Davis, Mining Specialist, at (919) 733-4574. Very truly yours, Charles H. Gardner Director CHG/TED/se cc: Mr. Doug Miller, P.E. P.O. Box 2766E Raleigh, North Carolina 27610%7 Telephone 919733-3833 An Equal Opponuniw Affirmative Action Emploni I9LB* Corponflon P.O. Box 29582 Bichnwnd, Virginia 23229 804-784-6300 FAX 804-784-6390 Bealeton Burkevillo Burlington, NC ChadoResville Elkton Fairfax Friendsville, TN Greene Greensboro, NC Knoxville, TN Leesburg Manakin Powhatan Rockville Staunton Sterling March 19, 1990 RECEIVED MAN G 1990 L4NI1 ONAL11V SECTION Mrs. Tracy E. Davis Division of Land Resources 512 North Salisbury Street Raleigh, North Carolina 27611 Dear MrF. Davis: With reference to our Mining Permit, No. 1-08, for our Burlington Plant, the following request is being brought to your attention. under Operating Conditions: 5. Groundwaters Protection, Condition C, we feel that this condition has been adequately satisfied and request the monitoring fre- quently to be increased from the existing bi-monthly to quarterly reporting.v r� Your response and cooperation to this request will greatly be appreciated. Respectfully, LUCK STONE CORPORATION Gary �ioneburner — Environmental/Safety Engineer GS/cac cc: Forrest E. Wiseman Bryan Smith Tony Jenkins NUK I " u,ARULIIxA DEPARTMENT OF NATURAL RESOURCES & COMMUNITY DEVELOPMENT / DIVISION OF LAND RESOURCES V/ LAND QUALITY SECTION Luck Stone Corporation -Burlington Plant P.O. Box 29682 Richmond, Virginia 23229 rr Bi-Monthly: REG EN GD Date: J06 DEC? 1 1989 Amount: �, p 1AfdP nq C11TV SECTION Date: t WELL MONITORING REPORT Permit No, 1-08 Pit Water Discharge Date: /b/2S/fy Amount: 2/p H(z Dater b" p9 / 2s Amount: - WELL DATE LOCIN TIME POINT TOPH2" LEVEL 11 fr41B-I 1 06 621' 13.9D 6o7.10 ll/2z8 B-1 2:10 621' 13.6o 607.4o B-1 621' 11 �8 i>'% B-9 12:56 629' 25.8 s bo3, 15 II 22 ff B-9 1:57 629' 24,D0 B-9 629' I I 2 F 6-8A 1 2.so 605, 5 7 tl z S B-8A 1:53 605' 2890 576.10 B-8A 605' II P sy B-8B 619, 22.00 S96.So 1122 S B-813 2:0Z 619' 22.yo 596,i1-' B-813 1 619, II S rT B-aC I : z4 609, 31.2o 9`77 .So 1122 g B-8C 2'ZS 609' 30.00 579.E B-8C 609' P nt agaaa�76. _ Za Tel epho�t�Ntu i r Date CC: Thomas E. Carroll - NRCD-Land Quality Section, P.O. Box 27687, Raleigh, NC 2761l Gary Stoneburner - File P nt agaaa�76. _ Za Tel epho�t�Ntu i r Date CC: Thomas E. Carroll - NRCD-Land Quality Section, P.O. Box 27687, Raleigh, NC 2761l Gary Stoneburner - File NUK Irl l AKULUVn DEPARTMENT OF NATURAL RESOURCES & COMMUNITY DEVELOPMENT DIVISION OF LAND RESOURCES LAND QUALITY SECTION Luck Stone Corporation -Burlington Plant P.O. Box 29682 Richmond, Virginia 23229 C Bi-Monthly: ���`✓ `O Date:4 ,�?(/-d'9- lD-// S 9 Amount: �{ a 1ANo�o`QV �ECS50N Date: Amount:. /. S WELL MONITORING REPORT Permit No. 1-08 Pit Water Discharge: Date: CL-Z7�-rf- Amount: -do "ic Amount: "d,u. DATE LOCATION TIME POINT TC1PV LEVEL 10-IF 5 B-1 iq�o 621' 13. Go Go ,y0 10-25- B-1 1:27 621' 13, F0 60 ,20 B-1 621' 10-11-8 B-9 3:55 629' 24-10 Coy,q 10-L5-ay B-9 15 629' 2 Lt.(O 609-9 B-9 629' 10-11 - 8Y B-8A 3:4 g 605' 2?. $`l630 10-2 S-e B-8A 1:07 60S' 2 8'. % $176 3o B-8A 605' 10-11-8Y B-813 3:57 619' 26.8'S 592.15 owes-" B-813 1: zo 619' 22,Ao 59 690 B-813 619' 10-it- 89 8-8C N'22 609' 29.6� 5'79.yo 10-ZS-Sr B-8C I:4S 609, 29.60 59o B-8C 609, GLn7 Plant ger ?a,- �a Telephone Number //- ] - 017 ate CC: Thomas E. Carroll - NRCD-Land Quality Section, P.O. Box 27687, Raleigh, NC 27611 Gary Stoneburner - File NUK I rl LAKV"ii4n DEPARTMENT OF NATURAL RESOURCES & COMMUNITY DEVELOPMENT DIVISION OF LAND RESOURCES LAND QUALITY SECTION Luck Stone Corporation -Burlington Plant tl Permit No. 1-08 P.O. Box 29682 ���''�E Richmond, Virginia 23229 OCT 011989 Bi-Monthly: Date: p 10 ty - 9lilk Amount: :✓o�r� Date: ) Amount: �. o WELL DATE LOCATION y1r, n1l41ITy SECTION WELL MONITORING REPORT Pit Water Discharge: Date: Amount: ;UnntS Date: 9//J�er — ?_2_2 Amount: /kJa-1/Z STATI TIME POINT V LEVELC TO q 13 fl B-I 2:23 621' 13. 6-. 60 O 91z7/Sy B-I 2:3 621' 14.0. 607,m B-I 621' 9/13/S B-9 2%OG 629' 24.15 6o4 r9S 9 27 B-9 2 : LZ 629' 2t-1.15 Goy. 25 B-9 629' 9/13/S' B-8A 2'o3 605' 2'R.45 576.5S 9/ 2 r7 B-8A 2 15 605, 2 8. 6 576.40 B-8A 605, 9/13/ B-8B 2'IH 619, 21.55 59T45 9127169 B-8B 2'2F/ 619' 21-q5 $ 7,05 B-8B 619' 9/t3/gy B-8C 2 33 609, 2 9. 55 57 .q5 9/Z'J 8 B-8C 2: So 609, 3o. o 57$. o o B-8C 609, n J Plant ager oa z O Telephone Number C1-a9-t 9 Date CC: Thomas E. Carroll - NRCD-Land Quality Section, P.O. Box 27687, Raleigh, NC 27611 e NUK in i ^Kvurvn DEPARTMENT OF NATURAL RESOURCES & COMMUNITY DEVELOPMENT / DIVISION OF LAND RESOURCES L kS LAND QUALITY SECTION uc tC one orporatiB on- urli ngton Plant P.O. Box 29682 Richmond, Virginia 23229 Bi-Monthly Date: 711 wf), P/4? Amount: / (a Date: WP u Amount: .5 Ff�14��9 3o/%y WELL DATE LOCATION Permit No. 1-08 VED SEP 05 19 Pit Water Discharge: (Anp �'Ianry„B9 )ate:? 9 9 Py •,Ffi(pN '.mount: /Lo wt2 Date: ae 83 u� Amount: iJd.irL WELL MONITORING REPORT TIME PINT TML LEVEL STATIC 621' 13,0 GOB IF- 16-8? 3 :2Z 621' 13. 6o7.6 6-30-67 B-1 3'0 7 621' 13. I 607.6 8-2-8 B-9 2'CO 629' 2H.Z 609.8 -I6-8 B-9 .3:10 629' 23.e/ 605. 1 8.30-87 B-9 2'57 629' 231 (05_I f/-2-N' B-8A 20, SG 605' 2& 574.6 9-)6-5 B-8A 3:CJ 605' 2r%Z 576• $r q-3o-$ B-SA 2150 605, 256.3 576 $-2-$ B-8B 3:03 619' 20.8 5 .? -I6 - e7 B-8B 3:15 619' 21.1 597. $-30-5 B-8B 3: 619' 21.3 597.7 ^2-8 B-8C .3:3 1 609' 1 .2`I.6 6321 e-16-737 B-8c 3:37 609' 29.5 S79 5 30-257 9-8c 3 23 609, 29 Al 577 6 ( CLJ Plant nager Telep qn ICI _S'-2 v13 Dat CC: Thomas E. Carroll - NRCD-Land Quality Section, P.O. Box 27687, Raleigh, NC 27611 Gary Stoneburner - File NUK I"l AmvL11V/t DEPARTMENT OF NATURAL RESOURCES & COMMUNITY DEVELOPMENT / DIVISION OF LAND RESOURCES LAND QUALITY SECTION Luck Stone Corporation -Burlington Plant Permit No. 1-08 P.O. Box 29682 Richmond, Virginia 23229 Bi-Monthly: ��'- Pit Water Discharge: Date: Date:L�/-�'`� i Amount: /, (o " �O'�� !,q_ Q Amount: JVOd / ` y Date: s Date: y p' Amount: 3 in " OP Amount: ALo- lc WELL MONITORING REPORT DATE LOCATION TIME POINTt %P41 LEVELSTATI 8-I 9J00 621' 13.1 Go7. 7 19 8 B-1 12'!HO 621' I1.2 607 8' B-I 621' 7/S1g7 B-9 7:y0 629' 23.6 60.5.4 7119 9 B-9 12,P2 629' 23,45 405.55 B-9 629' 7/5/84 B-8A 7:30 605' 2'7 7 577-1 7/19/84 B-gA 2:12. 605, .21.95 ST7,05 B-8A 605' 7/s189 B-813 r7 : y 7 619, w. 65 5 5 9.35 7/I $ B-813 2:30 619' t 2a6 $ 98, B-8B 619' 7/5/84 B-8c F: is 609, 29.15 579s5 7/14 a4 B-8C 12'55 609' 29.2 517.so B-8C 609, Plant f&ager a14-saa- ao Telephone Number d.-L/_P 9 Date CC: Thomas E. Carroll - NRCD-Land Quality Section, P.O. Box 27687, Raleigh, NC 27611 Cary Stoneburner - File NUM r n-nrcvurvn DEPARTMENT OF NATURAL RESOURCES & COMMUNITY DEVELOPMENT DIVISION OF LAND RESOURCES LAND QUALITY SECTION Luck Stone Corporation -Burlington Plant P.O. Box 29682 Richmond, Virginia 23229 Bi-Monthly Amount: 3 �/ Amount: 4•�U WELL MONITORING REPORT Permit No. 1-08 Pit Water Discharge: �/-/�//�y Amount: /W-Ir Date: Fr/- Amount: /t/0'r 6L DATE LOCATION TIME DATUM TOPSTATIC H2" LEVEL Fi $ B-I 3:zo 621' 12.55 6Ot 6 Z21 ir B-I :oo 621' 12.50 608.50 B-I 621' 6 `7 8 B-9 3!o3 629' 23.55 6o,5,y 6/21 vr 3-9 3:9y 629' 2 .3o 6o5,g0 B-9 629' 6/7 $ B-8A 2' $ 605, :2%.4 S 6/21 g9 B-8A 3:37 605'2.2 . 60 577,110 B-8A 605' 6/7 S B-86 3 10 619, 2o.25 59B 5 6/21 B-8a 7 619' 2O.L5 59W. 75 B-86 619, 6/-7/6 B-8C 3 33 609' 24.00 S o.00 c z1 B-8C 4:16 609' 2 & `75 560- 25 B-8C 609, t '0 Plant ger ata-.s,)a'-syaa Te ephbne dumber ate d CC: Thomas E. Carroll - NRCD-Land Quality Section, P.O. Box 27687, Raleigh, NC 27611 Gary Stoneburner - File LDCKSTONE CORPORATION - BURLINGTON PLANT ALAMANCE COUNTY, NORTH CAROLINA MINING PERMIT NO. 1-08 RECORDING PIT DISCHARGE PRECIPITATION WELL NUMBER DATE (GALLONS) (INCHES) B-1 B-SA B-8B B-8C B-9 -------------------------------------------------------------------- (DATUM POINT ELEVATIONS IN FEET) (621) (605) (619) ----------------- (609) (629) 18-May-88 0 N.R. 607.60 580.40 597.30 576.90 605.80 08-Sun-88 0 N.R. 607.30 580.20 597.75 576.80 605.3D 22-Jun-88 0 N.R. 606.80 580.30 597.50 576.55 604.90 06-Jul-88 0 N.R. 605.95 579.60 597.20 576.20 604.00 21-Jul-88 0 N.A. 605.79 579.20 596.80 575.65 603.30 03-Aug-BB 0 N.R. 605.40 578.80 596.60 575.60 603.10 17-Aug-88 0 N.R. 605.10 582.20 592.8C 575.10 602.90 31-Aug-88 0 N.R. 605.00 578.70 596.00 575.20 603.20 14-Sep-88 0 N.R. 604.90 578.40 596.10 577.50 603.70 28-Sep-88 0 N.R. 604.80 578.30 596.00 577.50 603.80 12-Oct-88 0 N.R. 605.00 578.10 596.30 576.40 604.20 26-Oct-88 0 N.R. 604.50 578.00 596.20 574.80 603.40 09-Nov-88 0 2 605.40 577.90 591.50 576.50 604.20 23-Nov-88 0 0.9 605.40 577.85 596.50 576.40 604.30 07-Dec-88 0 1 605.75 577.70 596.65 575.60 604.15 21-Dec-88 0 1.3 605.75 577.60 596.60 576.35 604.00 04-Jan-89 0 0.B 605.90 577.45 596.60 576.40 604.15 18-Jan-89 0 0.6 606.20 577.40 596.85 576.70 604.30 01-Feb-89 0 0.9 606.40 577.25 596.70 576.50 604.05 15-Feb-89 0 0 606.40 577.10 596.70 576.55 604.00 01-Mar-89 21600 5.5 607.70 577.30 598.25 578.30 606.00 15-Mar-89 12960 3.7 608.00 577.50 598.40 578.55 605.80 29-Mar-89 8640 2.4 608.60 577.75 599.00 578.90 606.25 12-Apr-89 0 2 609.00 578.00 599.40 580.40 606.45 26-Apr-89 0 0.6 609.30 578.00 599.40 580.50 606.00 10-May-89 0 4 609.30 577.90 599.30 580.60 606.20 24-May-89 0 0.5 609.00 577.80 599.00 580.30 606.60 RECORDING DATE 20-Aug-88 27-Aug-88 09-Sep-88 17-Sep-88 08-Oct-as 22-Oct-88 31-Oct-88 09-Nov-80 23-Nov-88 PRECIPITATION (INCHES) 2.3 1 1.5 0.9 2.6 3 2 2 0.9 NUK I n t Amut_11N^ DEPARTMENT OF NATURAL RESOURCES & COMMUNITY DEVELOPMENT DIVISION OF LAND RESOURCES LAND QUALITY SECTION Luck Stone Corporation -Burlington Plant P.O. Box 29682 Richmond, Virginia 23229 Bi-Monthly Date: 7//'Oy - 51101ty9 Amount: �{;Q Date:4445'9 S 7 5' Amount: - 511 WELL MONITORING REPORT Permit No. 1-08 Pit Water Discharget Date: Amount: A bO lz Date: Amount: A/�l p WELL DATE LOCATION DATU TIME POIN pEP7I-I 51AIIC TO V LEVEL 5/1 08 B-I I: y6 62P 11,7 669.3 5/2e- B-I 3 �3 r7 621' 12. o 607,o B-I 621' 5/10 g B-9 1 31 629' 22,$ 606.2 S/2 8 B-9 3:25 629' 22 4 606.6 B-9 629' 5 10 S B-8A I 23 605' 271 S .S 2 yL B-SA 3: IS 605' 2 r7, 2 5 7 7 T B-8A 605' S110 V- B-8B 1.36 619, IT r7 59 .3 5 2y B-8B 312E 619, B-813 619' 5/ 1 b B-8C 2: 05 609, 2g H 5160.6 ,5/2 " B-8C :2o 609' 28 % 590.3 B-8C 609, a-' . p Q2— Plant nager qI q- S-?r- Telephone Number 5--3 /- S'Y Date CC: Thomas E. Carroll - NRCD-Land Quality Section, P.O. Box 27687, Raleigh, NC 27611 Gary Stoneburner - File NUK In I^Kuurvn DEPARTMENT OF NATURAL RESOURCES & COMMUNITY DEVELOPMENT DIVISION OF LAND RESOURCES LAND QUALITY SECTION Luck Stone Corporation -Burlington Plant P.O. Box 29682 Richmond, Virginia 23229 Bi-Monthly: Date:3-;�9-N —It-o-?Y RF�tfyr Amou Date: ny-i.al_b11 G-py �rin%4Y y1,,yd9� SECT /pM Amount: (0 WELL MONITORING REPORT Permit No. 1-08 Discharge:Pit Water ■-_-,'e Date: ' .. WELL DATUM STATIC nATF I Or ATION TIMpppTT�t_.IIF PnINT 475 Fag^ I GVGI - B-I A' J 7 621' 4), D O !(J tZ/C B-I 621' `/ 46-sF B-9 Yo 629' B-9 629' B-8A ,V O 605' 7 D 0 _a6 _ 5-8A o,2 4 03.9- 605, a 7• d c57 8. 0 B-8A 605' y-la- B-8B ; 619' y 5_779 y� y-aro-s B-8B Z%3 619, ps �^i• 0 ! I. / B-8B 619, B-8C /. .2 609'47194 $ goo `/ c) B-8C 3 t L93 609' rZ 7, -7 �$O, B-8C 609, WA 7 Plant M er Y �o Telep one Number Date CC: Thomas E. Carroll - NRCD-Land Quality Section, P.O. Box 27687, Raleigh, NC 27611 Gary Stoneburner - File NUK I" I Amv"HN l DEPARTMENT OF NATURAL RESOURCES & COMMUNITY DEVELOPMENT DIVISION OF LAND RESOURCES LAND QUALITY SECTION Luck Stone Corporation -Burlington Plant P.O. Box 29682 Richmond, Virginia 23229 Bi-Monthly: Date: a(ISjr1 40 3/I /n 11 Amount: IS Ko-N Date: Tj 18 41 S/Y7 Amount: 3,) I�A. N 3/IS/t'4/ 10 3IA9IY9 �'q It kii'%w WELL DATE I OCATION Jfj A40 WELL MONITORING REPORT TIMF Pn1IST1 Permit No. 1-08 Pit Water Discharge: Date: 2/1S/l9 fo 3hLl —r— Amount: /02 y poo 646a Date:./ 1 riIYYY fo 13� Y /rs1F9 Amount: )_Z gI60 6nt(tAi 3/Is(8'9 fo 3�A4(r9 Y1G4o 6atca.} RWVI ^ STATIC I PVPI TAT 2:31 621' 13.3 607.7 3/IS j B-1 3 3`I 621' 1 3.0 609.0 3/zY Bj B-1 41:92- 621' 12.N 6o8. 6 3/I 10 B-9 2'20 629' 23.0 606.0 3/IS 6' B-9 3' 25 629' 23. 2 605.6' 311,7167 B-9 41,31 649, 22.'7S 6o6 25 31l S B-8A 2� I5 605, 27.7 S773 B-8A 3' z 1 605, 275 1 5775 3 -7 $ 3-8A q'27 605' 27.25 577.75 3 1 a 8-88 2 2.3 619, 20 75 5 , 25 3 IS 4 B-86 3'2`J 619, 206 S g, 3 27/" B-88 4'36 619' 20,0 599.0 3 1 MI B-8C 2�53 609' 30.7 578.3 3 O 8 13-8C 3,qq 609' 3o.45 578.55 ,3/29/8j B-8C N as 609' 30. I C Plant M. ger -p1Y- -)/'-S.Z) Telephone Number Y-S. P9 Date CC: Thomas E. Carroll - NRCD-Land Quality Section, P.O. Box 27687, Raleigh, NC 27611 Gary Stoneburner - File NUK I n l Artvurxn DEPARTMENT OF NATURAL RESOURCES & COMMUNITY DEVELOPMENT DIVISION OF LAND RESOURCES LAND QUALITY SECTION Luck Stone Corporation -Burlington Plant Permit No. 1-08 P.O. Box 29682 Richmond, Virginia 23229 �T4 Bi-Monthly: �i t92 `0</ Pit Water Discharge: Date: 21 Date: Amount: r �-J, �� Amount: GJOi t: F Date: CO,y Date: Amount: Amount: A/O �I/i WELL MONITORING REPORT l DATE LOCATION TIME POIN� TbWt ic LEVESIAIL I% 89 B-1 W 1 621' _ I/16, B-1 2!22 621' 1 q.6 6oiS 2 B-1 621, 1 9 B-9 Lf :OS 629' 2. 5 GoLi f$ B-9 2,13 629' 211.7 6cij.3 B-9 629' 8 B-8A :OZ 605' I if 18 13-8A 605' 2 9. 6 S29. B-8A 605' 1 4 8 B-86 619, 2 2 .( I I$ 8 B-813 2:IS 619' 22.15 B-88 619' I Y B-8C W 23 609' 3 Z. (S 5 4 I / 8 f B-BC : 21 609' 323 $r7L.'i B-8C 609, o� s- lant M n ager gig- S 8" 020 Telephone Number Date CC: Thomas E. Carroll - NRCD-Land Quality Section, P.O. Box 27687, Raleigh, NC 27611 Gary Stoneburner - File NUKIIV/� DEPARTMENT OF NATURAL RESOURCES URCESRCES &COMMUNITY DEVELOPMENT // DIVISION OF LAND RESOURCES W LAND QUALITY SECTION Luck Stone Corporation -Burlington Plant P.O. Box 29682 Richmond, Virginia 23229 Bi-Monthly: Date: !l-A 3 f o l.7 - 7 Amount: A, 0 e: Amount: N07f�ap FAQ/ �:�/y7Ju 7r �41 bit 67 WELL MONITORING REPORT Permit No. 1-08 Pit Water Discharge: Amount: iub I rz Amount: A10� rz DATE LOCATION TIME POINT TOPH2" I LEVEL - -85' B-1 'T 22 621' 5. - S 12-41- bbr B-1 621' jri z5 605,75 B-1 621' 12- -86r B-9 `VCr` 629' 2Q vs 60tlIS 12-Z1-vtr B-9 LJ ;21 629' 2S.O 604.0 B-9 629' l2j- .2F B-8A W042 605, 21.3 S'19.7 "-2146 B-BA L.: fri 605' 2'7. q r7t?.6 B-8A 605' 2,--7- 88 B-BB H 13 619, ' 2 _ S S 6. 5 2-21- $ B-813 L4 L7 619' 22.44 .6 B-8B 619, 2- 7-'0 B-8C Lim 3 2 609' -1 516.6 12-71-20 B-8c 609' 32 CS 5-7 B-8C 609, CLJ ant nage sYa o Telephone Number /-7-F9 Date CC: Thomas E. Carroll - NRCD-Land Quality Section, P.O. Box 27687, Raleigh, NC 27611 Gary Stoneburner - File �. NUK I n l ^Kuu.uvn DEPARTMENT OF NATURAL RESOURCES & COMMUNITY DEVELOPMENT DIVISION OF LAND RESOURCES .�.,D N^ LAND QUALITY SECTION 8"''e���'9c^��4� R Luck Stone Corporation -Burlington Plant Permit No. 1-08 P.O. Box 29682 Richmond, Virginia 23229 y�1j�d Bi-Monthly: Rain Fall Pit Water Discharge: Datery n_at o� 2„ Date: Amount: 2"�Amount: none Date: 11-9-88 to 11-23-88 Date: Amount: .9" Amount: none WELL MONITORING REPORT WELL DATUM FOP j I STATIC DATE LOCATION TIME POINT 114-8 B-I 621' 11-23-88 8-I 621' 605 4 B-1 621' 11-9-88 8-9 629' 11-23-88 B-9 629' B-9 629' 11-9-88 B-8A 605' 1 1 - B-8A 605' B-8A 605, 11-9-88 B-8B 619' 11 -2 - 9-89 619' B-8B 619, 11-9-88 B-8C 4,79 609' 1 1 -2 - B-8C 609' B-SC 609, Tony W Jenkins _Plant Manager 919-578-5420 Telephone Number 17-7_AA Date CC: Thomas E. Carroll - NRCD-Land Quality Section, P.O. Box 27687, Raleigh, NC 27611 Gary Stoneburner - File LUCKSTONE CORPORATION - BURLINGTON PLANT ALAMANCE COUNTY, NORTH CAROLINA MINING PERMIT NO. 1-08 RECORDING PIT DISCHARGE PRECIPITATION WELL NUMBER DATE (GALLONS) (INCHES) B-1 B-8A B-8B B-8C B-9 -------------------------------------------------------------------------------------- (DATUM POINT ELEVATIONS IN FEET) (621) (605) (619) (609) (629) 18-May-88 0 N.R. 607.60 580.40 597.30 576.90 605.80 08-Jun-88 0 N.R. 607.30 580.20 597.75 576.80 605.30 22-Jun-88 0 N.R. 606.80 580.30 597.50 576.55 604.90 06-Jul-88 0 N.R. 605.95 579.60 597.20 576.20 604.00 21-Jul-88 0 N.R. 605.79 579.20 596.80 575.65 603.30 03-Aug-88 0 N.R. 605.40 578.80 596.60 575.60 603.10 17-Aug-88 0 N.R. 605.10 582.20 592.80 575.10 602.90 31-Aug-88 0 N.R. 605.00 578.70 596.00 575.20 603.20 14-Sep-88 0 N.R. 604.90 578.40 596.10 577.50 603.70 28-Sep-88 0 N.R. 604.80 578.30 596.00 577.50 603.80 12-Oct-88 0 N.R. 605.00 578.10 596.30 576.40 604.20 26-Oct-88 0 N.R. 604.50 578.00 596.20 574.80 603.40 09-Nov-88 0 2 605.40 577.90 591.50 576.50 604.20 23-Nov-88 0 0.9 605.40 577.85 596.50 576.40 604.30 LUCKSTONE CORPORATION - BURLINGTON PLANT ALAMANCE COUNTY, NORTH CAROLINA MINING PERMIT NO. 1-08 RECORDING PIT DISCHARGE PRECIPITATION WELL NUMBER DATE (GALLONS) (INCHES) B-1 B-BA B-8B B-BC B-9 ------------------------------------------------------------------------------------- (DATUM POINT ELEVATIONS IN FEET) (621) (605) (619) (609) (629) 18-May-88 0 N.R. 607.60 580.40 597.30 576.90 605.80 08-Jun-88 0 N.R. 607.30 580.20 597.75 576.80 605.30 22-Jun-88 0 N.R. 606.80 580.30 597.50 576.55 604.90 06-Jul-88 0 N.R. 605.95 579.60 597.20 576.20 604.00 21-Jul-88 ' 0 N.R. 605.79 579.20 596.80 575.65 603.30 03-Aug-88 0 N.R. 605.40 576.80 596.60 575.60 603.10 17-Aug-88 0 N.R. 605.10 582.20 592.80 575.10 602.90 31-Aug-86 0 N.R. 605.00 578.70 596.00 575.20 603.20 14-Sep-88 0 N.R. 604.90 578.40 596.10 577.50 603.70 28-Sep-88 D N.R. 604.80 578.30 596.00 577.50 603.80 12-Oct-88 0 N.R. 605.00 578.10 596.30 576.40 604.20 26-Oct-88 0 N.A. 604.50 578.00 596.20 574.80 603.40 RECORDING DATE 20-Aug-88 27-Aug-88 09-Sep-88 17-Sep-88 08-Oct-88 22-Oct-86 31-Oct-88 PRECIPITATION (INCHES) --------------- 2.3 1 1.5 0.9 2.6 3 2 Speed Lettered ff To •'" l� � e'� From c(b) S. , G Subject_ (_C%CY 54&� Qb, I �o�8 . MESSAGE Call?L' 6�f /1/ _VR qi, .II Date fb /O/ REPLY P NOu �-P`-1� �5 . Y, LI Date Signed - WllsonJones Cif "TEMEU�NY�e •. SENDER —DETACH AND RETAIN YELLOW COPY. SEND WHITE AND PINK COPIES WITH CARBON INTACT. � �� • � _ _ l � . . Y _ � .. _ , _ x _. _ � t ' ♦ � � � � r r � � � _ - ' F � - ' ' �' � ♦ _ _ � � � ? NUM I n c.nrc�urvn DEPARTMENT OF NATURAL RESOURCES & COMMUNITY DEVELOPMENT DIVISION OF LAND RESOURCES LAND QUALITY SECTION Luck Stone Corporation -Burlington Plant Permit No. 1-08 P.O. Box 29682 Richmond, Virginia 23229 Bi-Monthly: gaga gall ��C• Pit Water Discharge: Date: 0_G_AA `9Cf �4*%SO Date: Amount 1 _ ;IF q/x� Amount: None Date: 2_17_AACl0, Date: Amount: _G11 Amount: None WELL MONITORING REPORT DATE LOCATION TIME POINT 6"V LEVEL B-I 1 621' n B-I 621' B-I 621' B-9 629' 9-28-88 B-9 629' B-9 629' B-SA 605' 2A A RrIA I All B-8A 605' B-SA 605' 9-14-88 8-88 619' B-8B 619' B-813 619, 9-14-88 B-8C 609' 9-28-88 0-8C 4,1A 609' B-8C 609, Plant onager Telephone Number n_an_AA Date CC: Thomas E. Carroll - NRCD-Land Quality Section, P.O. Box 27687, Raleigh, NC 27611 Cary Stoneburner - File FEB AO DUPLICATE _wee r: C: ry III. BIRDS 17MlFORM, 4 469 SEND PARTS 1 AND S INTACT cor6onle�a POLY PPY (50 Sft514P 460 PART S WILL BE RETURNED WITH REPIri. ... .1 _ ,. ...a .. _ DETACH AND FILE FOR FOLLOW-UP �; NUK In I.AKvul�n DEPARTMENT OF NATURAL RESOURCES & COMMUNITY DEVELOPMENT DIVISION OF LAND RESOURCES LAND QUALITY SECTION Luck Stone Corporation -Burlington Plant P.O. Box 29682 Richmond, Virginia 23229 Bi-Monthly: gain Fall Date: Oct /YOv�� Amount: 1 0„ �8 Date: oct _ 11 Amount 2-0" WELL MONITORING REPORT Permit No. 1-08 Pit Water Discharge Date: Amount: None Date: Amount. None WELL DATUM p(7pppl1''It�� STATIC DATE I OCATION TIMF POINT 5T5 J4 I PVFI 10-12-88 B-1 4:10 621' 16.0 605 10-26-88 B-1 5:21 621• 16.5 604.5 B-1 621, 10-12-88 B-9 4:13 629' 24.8 604.2 10-26-88 B-9 5:13 629' 25.6 603.4 B-9 629' 10-12-88 B-8A, 4.08 1 605' 26.9 578.1 10-26-88. B-8A 5:10 605' 27 578 B-SA 605' 10-12-88 B-83 4:15 619' 22.7 596.3 10-26-88 B-8B 5:15 619' 22.8 596.2 B-8B 619' 10-12-88 B-8C 4:23 609' 32.6 576.4 10-26-86 B-8C 5:26 609, 34.2 574.8 B-8C 609, Plant Manager Telephone Number 11-3-88 Date CC: Thomas E. Carroll - NRCD-Land Quality Section, P.O. Box 27687, Raleigh, NC 27611 Gary Stoneburner - File TO Speed Letter® From o -.Las sg 0 MESSADE (� � -t. r Y.Z- t ,`/es /e cck-e_ sec s: w fs AEKY - /�o Date - • Slgned WIIwnJones SENDER —DETACH AND RETAIN YELLOW COPY. SEND WHITE AND PINK COPIES WITH CARBON INTACT. -0 NUK 1 n l Al[vLlfNA DEPARTMENT OF NATURAL RESOURCES & COMMUNITY DEVELOPMENT DIVISION OF LAND RESOURCES LAND QUALITY SECTION Luck Stone Corporation -Burlington Plant P.O. Box 29682 Richmond, Virginia �123229 Bi-Monthly: 2A,n f41L tG Date: S' a 0 A Y 9 As* Amount: Z 3 $EP 1 Date: $y Amount WELL MONITORING REPORT Permit No. 1-08 Pit Water Discharge: Da te: Amount: %JO-1G Date: Amount: A./O 4 � DATE LOCATION TIME POINT o Id-F32p LEVEL B-1 3.05 621' a �4 i 8-17-88 B-1 4.05 621' n 8-31-88 B-1 3:10 621' i " 8-3-88 B-9 3:18 629' 8-17-88 B-9 3.55 629' 26 r 1 " , 11 8-31-88 B-9 2.50 629' 8-3-88 B-8A 3:05 605' 261211 i jclll 8-17-88 B-8A 3.59 605' 22 1 R11 582 i n 8-31-88 B-8A 2 : 4 5 605' 26tow R79 1711 8-3-88 B-8B 3:26 619' " 8-17-88 B-8B 4 : 3 0 619' 1 961911 qQ1 i Oil 8-31 -88 B-813 2.53 619' 8-3-88 B-8C 4:18 609' 311411 8-17-88 B-8C 4:17 609' B-31-88 B-SC 3:17 609' 11 vAll Tony Jenkins Plant Managger 919-578-5420 Telephone Number 9-14-88 Da CC: Thomas E. Carroll - NRCD-Land Quality Section, P.O. Box 27687, Raleigh, NC 27611 Gary Stoneburner - File Sim State of North Carolina Department of Natural Resources and Community Development Winston-Salem Regional Office James G. Martin, Governor DIVISION OF LAND RESOURCES S. Thomas Rhodes, Secretaq, September 20,_1988 Randy R. Pyrtle Williams, Carmen, and King �4yn �������� Alley, P.O. Sox 1179 Burlington, NC 27216 4ry o RE: Access Road for Luck Stone Corporation JF�r/O$. Alamance County Dear Mr. Pyrtle: This office is in receipt of the plans for the new access road into the Luck Stone Quarry located off Highway 49 in Alamance County. As this will be a modification to their existing mining permit, our comments on the adequacy of the plan will go to Tom Carroll, Mining Specialist for Land Resources. He will respond to your submittal. I am also returning your check i17394 submitted with these plans. There are no fees charged for modifications of a mining permit. If you should have any questions, please contact this office. Sincerely, June 14, 1988 MEMORANDUM TO: Doug Miller FROM: Tan Carroll4 / RE: Luck Stone Corp. Burlington Quarry - Permit No. 1-08 Alamance County Groundwater Monitor Data Enclosed for your review and file is a copy of Luck Stone's initial groundwater monitoring data that was transmitted to this office by Mr. Gary Stoneburner, Environmental/Safety Engineer for Luck Stone Corp. I have attached an extra copy of this data and ask that you forward it on to Ms. Brenda Smith in the local Groundwater Section office. I spoke with Mr. Stoneburner recently concerning the format of future reports. He is to illustrate the static water levels, precipitation and pit discharge on three separate graphs (histograms) that can be updated bimonthly. Should you have any questions please advise. TEC/se Enclosure P.O. Box 29682 June 8, 1988 Richmond, Virginia 23229 904-784-3335 4A lg2O ✓Gy1 ' �,v® v SF Mr. Thomas E. Carroll Clay . NRCD - Land Quality Section P.O. Box 27687 Raleigh, North Carolina 27611 Dear Mr. Carroll, With reference to our Mining Permit No. 1-08, Operating Conditions, 5 A-C., the following information is being submitted to your depart- ment for review. I am enclosing correspondence from our geologist regarding the recent well construction project, drilling logs and a mine map illustrating our five (5) monitoring well locations. Well Location Datum Point Depth of Ht0 Static Level B-I 621' 3�'4" 13,4 607' B-9 629' 2�''2" 2'), 605'10" LoS B B-8A 605' 2417 , 6" yY 4 580J 6" (fto•'� B-8B 619' 2r 7" t,1,7 59jj' S" 59 7, 3 B-8C 609' 32 I" yf.d Sy6' 11" 574, 9 Readings taken May 18, 1988 - 2:00 p.m. At the time of these reading our rain gauge had not been installed and no pit water discharges have occurred. If you have any questions, please feel free to contact me at /f804- 784-6343. Respectfully, LUCK STONE CORPORATION V Gary oneburner Environmental/Safety Engineer GS/cac Bealeton Burnsville Budington, N.C. Enclosure Charlottesville Elkton Fairfax Greene Greensboro, N.C. Leesburg Manakin Pawhalan Rockville Staunton Sterling y August 10, 1988 an Mr. Thomas E. Carroll NRCD - Land Quality Section COPPOP tlon P.O. Box 27687 Raleigh, North Carolina 27611 �(r d RO. Box 29682 Dear Mr. Carrel I: Richmond, Virginia 23229 _ 804-764-3335 The following well readings are being furnished for your information. WELL DATUM DEPTH STIC eo?z6CTvn xlt DATE LOCATION TIME POINT TO H2° LFEyGL�4 L �" 1e 6/8/88 B-I 10:20 621 13; 7' 607' S" (,off• 3 6/22/88 B-1 3:15 621' 14'12s 606' 10" 1110168 7/6/88 B-1 4:10 621' 14', 7° 606' 5" (06.3 7/21/88 B-1 4:24 621' 15-}11K45 605' 9}" 605.95 .1(...�°NL n�{fi,• 6/8/88 B-9 9:00 629' 23'7" 605,5" fo0S.-7 6/22/88 3-9 2:43 629' 241111 604' II" 60q'9 7/6/88 B-9 3:19 629' 25' 604' (aoy too 7/21/88 B-9 3:30 62Y 25' 7" 603' 5" 603.3 yGr"1D 6/8/88 B-BA 8:36 605' 24' 8" 580' 4" S�o • 2 6/22/88 B-8A 2:27 605' 24' 7" 580151, 550. 3 7/6/88 8-8A 3:00 605' 25' 4" 579' 8" 7/21/88 B-BA 3:10 605' 25' 8" 579' 4" 6/8/88 B-813 9:05 619' 21't'6,7�1i7i-" 597' 91" 6/22/88 B-813 2:55 619, 21' S" 597' 7" 7/6/88 B-813 3:36 619' 21' 8" 597' 4" 5.9 7. 2. 7/21/88 B-8B 3:52 619, 22' 2" 596' 10" 6`6 ' 2 6/8/88 B-8C 10:05 609' 32' 2" 576' 10" S%to• & 6/22/88 B-8C 4:03 609' 32' 41" 576' 74" 5"74 • SS 7/6/88 B-BC 4:30 6091 321811 576' 4" 574. 2. 7/21/88 B-8C 4:22 609' 33' 3}" 575' 8}" $75. 65 If you should have any questions, please feel free to contact me at 804-784-6343. Bealeton Burkeville Respectfully, Burlinggton, N.C. p CharlottElkton�__ Fairfax Greene Greensboro, N.C. Gary Stoneburner Leesburg Environmental/Safety Engineer Manakin Powhatan Rockville GS/cac Staunton Sterling cc: Tony Jenkins IfGG Speed Lette, To CU •- From MESSAGE LAn Date Y. Date .. Signed wlsonJones GAMILIME FORM40 i&PARl 919RP MIN790IN Y 9, SENDER —DETACH AND RETAIN YELLOW COPY. SEND WHITE AND PINK COPIES WITH CARBON INTACT. NINE INSPECTION REPORT��, G Land Quality Section ��O 9C✓L�, 1. 'Operator: 4oc,/C. SAne 2. Nine Name_ 3. County: 4k/ a"ee 4. Is site permitted? Yee ✓ No 5.0Permit No. eU _08 6. Person(s) Contacted: /),Jrye// ,Puss@// 4✓ i�.,y Jea kips 74 7. Was mine operating at time of inspection? Yes_✓10_ 8. Pictures? Yea_ No_✓ 9, Date Last. Inspected: 6/28/8910. Any mining since last inspection? Yes_✓NO 11. If mine is not under permit cite evidence of recent mining activity: 12. Are public safety provisions in compliance with the permit? Yee ✓ No 13, Is the mine in compliance with the Operating Conditions of the permit? Yes ✓ No_ If no, explain: 14, Is the mine in compliance with the Reclamation Conditions of the permit? Yes ✓ No If no, explain: 15. Did any of the above deficiencies result in offsite sedimentation? Yes No If yes, what measures are needed? 16. Is the Annual Reclamation Report and map accurate? Yee No ✓ If no, explain: Ado/ di 41 zlilg 9. 17. Other recommendations and comments: 9Jib was iic '10401 S/rASP_ . 18. Follow-up inspection needed? Yes_ZNo_ Proposed date: c:%6hhi /98P 19. Copy of report sent to operator? Yee_/_/_ No No. of add'l pages_ (date) INSPECTED BY: /U.f2l�e1' /`�� DATE: —r DONALDJ. HATHAWAY,CPG Certified Professional Geologist GEOLOGIC INVESTIGATIONS - MINERAL EXPLORATION - MINE GEOLOGY Ee LOCNLEY AVENUE PHONE (704)254-8742 %1+ ASHEVILLE. N.C. 2Ee04 ✓(j �LFj� 17 May 1988 1% ryl� FQ Mr. Forrest E. Wiseman//4/i)y , Cons ruction Manager Luck tStone Corporation SF�T/O,y o P. D. Box 29682 Richmond, Virginia 23229 Re: Burlington, N. C. Observation Well Construction Project, April 1988 Dear Forrest: Work began on the Burlington, N. C., groundwater observations wells B-BA, B-88, and B-SC on April 1, 1988. Drilling bid requests were made to Joy Drilling Co., LaPorte, Indiana, and Longyear Drilling Co., Wytheville, VA. was the successful bidder. The State of North Carolina Department of Natural Resources and Community Development at Winston-Salem, N.C., Division of Environmental Management Groundwater Section was contacted and work began on necessary data for a well permit application. Sally Buck, geologist, was assigned the Burlington Project, and the well permit was obtained through her office. A study of the prior drilling on the property was made to determine probably location of the first water table location. The holes were laid out by April 14, 1988, and well drilling began an April 15, 1988. Because of the inclement weather on April 19, 1988, drilling was sus- pended until April 20, 1988. Drilling was completed on April 21, 19889 with well B-8A. The following is a summary of drill well data: Well Hole 8 Well Depth Completion Well Yield 2" id PVC Date Casing below Ground Level 8-BA 85, 4-21-88 6 gal/min. So' Mr. Forrest E. Wiseman - 2 - 17 May 1988 Well Hole # Well Depth Completion Well Yield 2" id PVC Date Casino below Ground Level B-8B 50 4-15-88 6 gal/min. 28J' B-8C 70 4-18-88 2.8,,gal/min. 25' The static water levels measured were as follows: Well Hole # Hours after Static Level Probable Completion Aquifer Zone B-8A 14J 2119" 39'-45' B-8B 48 18, 45' B-8C 48 27'11" 50' All wells were drilled NX core (2-1/8" dia.) size. The drill core was geologically logged (see Enclosure I), placed in wooden core boxes hold- ing approximately 10 feet of core and stored in a locked core shack on the property. Each well was cased with 2" ID white 40 schedule PVC pipe. A stick-up of PVC pipe above the ground of 2' to 3' was left and capped. The PVC pipe was cemented by using Portland Cement, Type I. Placed over the PVC pipe stick up was a steel or iron protective pipe with a locked cap. This pipe was cemented and then painted with red rust pre- ventive paint. Keys to the core shack and wells were sent to F. E. Wiseman's office in Richmond, Virgi-nia. Each well was tested for final yield immediately after the packer was securely held in place. A location of all observation wells drilled to date accompanies this report as Enclosure II. On at least three occasions a tractor was used to move the drill to get equipment free from muddy road conditions. R. A. Ziegler and Sons, clearing contractor from Eden, N.C. for Luck Stone Corporation did this work. DJH/bh Sincerely, Donald J./Nathaway DRILLING LOG or INCLINES) m/n 1 tuwow..w Q4 1 INTO A/ ITOM OR.¢LI rl ill.. LO N%YEA I WF G. TOT AL w60I OY6K8YPO[x !•YPLel T1K[M TIL v ELLY. O•T6 xOLe ITVPB[O OIp VPeCD CO C GXOYXO .T•KT[O COYFL[Tl0 a L.R �! WATER S86. -20-88 -v- O•ILLY.TOP OFKOL6 IS. TOT11- COKE FLCOVL KY FOP to. SIGN •T VFE . tO1rIX0 1\I M �/ mhP G. 02� d.o /IVOa CL•.IIIIC•TIOX OF Y•TLRI•LL Am XLY • OLRTX IORILLIN. TI... tP LalI.OVTN OI bLGCRIPT10X1 KC•TXCRING. ETC.. IF GIGXIFIC•wTI 9,NA., ad !'Y,•k1 �l/(✓!/hI(uNS d /de �. i4 .t5F 4• fK 71 /R.1.<t!ilp! CP.r,,.t b:f b'fGcrr /edge. t ��y. aF<.F,PI ,.ItFs yyenPw: ,� .NwGT I.'ttic �G..d CYX7v. � In.c Llr'. dnl...� {G 1F y.Yy I tlCtY {^qIN GI I) IN POST" •� seC4AwusAur-d ?auc �. 5o a y <Agvi ev dime 0241 Jkjmjr'F ! ... (Aau,fv c6eaia G'Ja?'N'sYlvc! cGOIre i clYstFit;,.e, I,�uTI, a"A,,L. It ' I 4 yLfFS Y < :9.5-Sd O Slaa k. VC D¢r.F 1 f{G YY VIFudC 'C e•t.L DhPltt�il✓(i rnem 6/es did ¢. • CA JP.r Oaui. 1 J. cA.� So.o ;p.o': TroJ. {�, rem ePsrre V � cr 1/1i.,� /iJA/ fr<7 QE3. Fwu G�, 1 7o-ra.a:fi�< kmrd. c,yrLd, Vey 9Vr, IT,E., v/Fr. eI /.l w koeN6ter..Je yIY,,,y z,fwel:.,� L-T rr <AOVPtT ceek0 •,CAR_ coIR6 *xts F IyL1 y. L,.L+e'4urKTt rce. bs'�i.ue. 39-A I m.e Marie,..? aa„i.C..,- CIA,..k@ s4 .TAR.,, ya2f /,/n Oe,,cLra r f�JI frrrnenA p..r4. PROJECT6w<eIl.,.-1•u arr it HOLE NO. 8-dA �� $YT(�•rNy7eN NG C9&SERV�TroYJ WELL ass' If I I 1. PRO JClC T Preraw"DWA ENa gar ngs 1 a. LOC AT ION OR IT AT40011 DRILLING LOG 4?// S. MIX. WE AOLIAI Zzf &MIMPATION OCPT" UREAND 1:6ASSIFICATION or MATCRIA1.9 COME occow. 10014�19"4 TIMM WATICR LOSE. VIVPV" OR tZIESCRIPTICAPI Env "a. "CAT"ev""a. Eye.. IN MNMIFICAkTj 0 pew OFc Ems, j0f"C e(c. . efxj�-:) I Ocfts: 4-a of,; NA 4 ZedkNf monrygiez, iml IN mall. J�Aj 'e4. C. Ef, A if 0 to f fd a. Coto vex Ar lacF, to,- 7M%4. c 4, 6laomfle WIMtAf N,C6. imcc A cetj hop x,�, EM L C" '44 Cke X i; Ali NN- 1"YaCrA. a .6 (f 6hen,k rl ed at�ffkfe, I AN 7.2rotin 6��,ffx Av hele n;4ew ift/,e. hic. Pipe, lgg,<mj da-F TbAlp "swan N� sf tMA.I ENI WELL Sk<Eck L104 PROJECT,>IIPIIOIA 16N Na HOLE NO. F-r,R M. .�6 40A(ML mmoo-A DRILLING LOG 3. Llhc A I ION JCOOHCI"ATQN OR AT AT $DNA !4 1. II'14.61ft4 A0SMC1 Z&VA6 ?AtA& <r:ol A& HOLK NO. 4^9 SHOWN ON OAAW4NG TITLE AND FILE "0.1 Ill NAME On MRILLxp ' 6 B 616oe�p, Z �0cTL"ftQCK2fj, 00ICCT94N4 OF HOLE dtje.TI1Jk1 7. TwIck"11511 DEPTH f I SYTOTAL OF a 6AR_ MILLSO cc a QRDEN 22. 5 NORTH or I c=1"CLIN&D N, "W VIERTICAL ,A Ill. 10� RISK AND TVPIS OF BIT DATUM FOR ELEVATION SHOWN 12. MANUFACTURSK'S O"HINATII1111 HM OF 1116 NX I CTISIA ON U I Le�*rwdr)r -Z ? 25. TOTAL N9.94FOVEROUROCH SAMP69STAKSM 14. TOTAL Ill. 91-910. No. CORE GROUND I'Tf• tLI 15��T/a INSTURSK0 UNOISTUR590 a "AT" '30 r! 0 M cLay. Top Or;; 01AP f (0 17 IZ TOTAL 'CORK mccava"v FOR ADDING Ills lknff� It. Zia" Una Aandj JlPtF D&WARRAN DEPTH ulunum CLASSiPICATION OF MATERIALS 0 come Accow OEM an GAMMA REMARKS [DRILLING TLILWATEP LOSS. Off""Or 4DESCRIFT;O1,11 IOIT Ma. WEATHERING. CTC.. OF SIONININCANT1 J;a NY de DI 0 as 0 • 77" �rewlr -rAft eam zr 10 4 Tfo a 7tfS 4* WR t7.0 Igo" W zed" x0o 'dwe c� A wm -"PICA i14 GFAyu. ry 47un" AvilSale ) .4,Nh 10 WHO cvjs/4v, 0 c "ev F, SO I , SOxad"4CA. 0F01 fe& 3Z r. �.vd SU1a,hW WI42.S - 'j O'dia*IlJc. iA7 4&w er,vaJ/ 4o Nerod;4c. f - I 0 ... 4� Alla"AIho M4 vl .alq,q 1. � nN. s!/-j;I < 0H P a" Pl_e 45'14 A C Ardpw� 4eld d' �we . y'—AL14�- t ruG 4 Fc, awl ilar� 4.0 hz/�Nv C,4, AhF f%AJA­VJ 06's 0 0 pbel-4 -22 u,-J tv 'lk '7 PROJECT 6;t-7OItNVmffyPr HOLE HO. At'_d 15 y Ii4UR,j ., a .�. r I •RaueT 04H�G/dTEJ� .•.. �. „rtirn iT w'. , DRILLING LOG 3. ING AGENCY L."oory murNkNow oeerw GLwommGN OF ...TULI•A mnGRIRTInwI AN (DRILLING TINcWAR .GU. ocRTNOP we.TweRING. CTC.Tv aGNvm.wTl 4usf �Jroe� za vLa'fE / (( // IUGCGr�e y�G Siee_f —lead two .a{iev pPvotfc- Pi vv �. J -Qr SO I O , 506do!< 4e Puc z', Ll wi 4,[ y � ~)qGCER ER�lND� 1� • . �QO fttfr.Y � ledyG J WEU SI E- - -Not 4o SCF(.E I�- . Geme NC LV -PVC C<f1I]o9 W/ 2G.y9 pertc.No tuts z C@wte RIt - �J if 4.3 Jl is "'S` HOLE eo 'Tile -l3 tJ s •• .. PROJECT PrOca✓oovJf c_ HOLE wu.CI�_ L;[7L✓g4b�a i/LNG e74SE/2 VA �/Oa[ f'✓6 !C .,NoleNa MV I. PworccT OBSUvar 11ON.. LL "CH, .. EMERY 1.a.r � 2 N c av N.c, (oiroouo re • a.NI<OONDINATONOR. AT IONS /S.� S 4- 8.6 W DRILLING LOG A. CPILLIne AGENCY LOnbYe�� Co. .. XOL[ n0. La aXOwX ONGNAWING TlilC AND FILE n0.1 S. n.Ne mr DRILLER a. IPCCTION OF HOUR r /t DEPTH 1 GRILLED1 OuwpCNa�I�� a INTO POCK a. TO HOLCMOP7o O V[RTICAL QIMCIINeO OEPTEE[NITu CAL Ill. 1. 10. USE ^NO TYPE OF EST DATUM POP 06KVATIOM3M9WM R.MANu VACTuP[R•s DELIONATrnn OF DAILL ITEM OR USA$ a 1 ^JK Nsr, LONx {rER0z- 36 L TOTAL NO. OF OY[R[ORO[N [AMPLE[ TARCM 14 TOTAL 10. ELEY. 1 OMTUPOCO• OATH NOLC[ IaiuPFCO ] f#.FR7 { aPe� WATER, AE 8 ft �g?� IHA'FiTOP 1"1 6o7j •@*Mika iu aRccov YpP am CLAVAY O"Tn CLAfaIrwAYMN OF MATCRULa ^Race;[ Ifo7WR 1/@i/L. I�«*ef rIM* wwru Lo•[. peFrX or IDETCRIPTIONI NI.I[ WCATHewOIe. ETC.. IF ANTI ''F111Av -fray N—r ytry sGUEdt elm/J <cm.ze /.. uJ d //e..d Aple uJr< ✓7, ✓r%p! b &: BOp� Of4zyr „ �� .!r..S tirry // //I4/y.deliy df•% iNGeAReSj ..%41 P. ..C/L (/�ONi1%rLHfGK�/Lr�tfiPL e/� ILCOI-Lfved Pail -au< @.=IB I�i-5a G'/:•/ 20 J rDCIc.. /8'� SS.i�A1e/�o !/sry errs /✓N ye y .er+ Q, y /�/iLL ✓yr(ry 2Z.0� a'ud OOr i Vez � NO/red s�a"e qJ'<a �3s dN�J D.%r "te e2 eOi" ?/r A 46 (r F [.,.wed/ L•..re UX✓/' (Jre KtA< N:vNp/aeB,e! h d tlwYl.rr! s/er / /rO �Cd (� � I 7-7 I `A4.,IA<1-d•�es-✓( e6a5r Slaws454- ' STe <Nc✓POJP / 40 / S�♦aHd ,u/J .d'f/ Cr.y A<>< .! rw.��A� ®i i _ 2. G L 3a.J. _ a 70 r L%F<_Ic. ?.x4 1'E6rT0, I;j SD.O ' Co,, /e i/ Y <� LA:f�/ :.. vt..r d/e rstn_ N TV- i - 70,0: NV(J. L m•_ 4,0 L c..-..< (J/O e ANrN dr @ sY1S N. .YY'.X sOte %l6?Y N�C C otmrc r e 4, c r<., G a .. rLr faq' ri'/i•-•-- S6,.n•A A. 0 r. J3✓' i/^e.Jc. G o/%rr':'nr /mm{v O'LI Of nS 0- ry .Vflvt NgV.�r J' if Ole d� cd..a ?. for..I� ...-.(sy 7 :«.0 ._ ..tr(..,re .. .iF...<.%...✓e. .,.f CI. eT •< 67e `r ". .r..:., I i/rk6 40N✓• / p_ PROJECT krEu—eO �/- e"OLE NO. 9-8 c Ma !)1. ✓e it✓l rAv N(. ORSFRVr1Ti UrN b/Fer KOLC Pot, Fly Al 41 A. OMOVA 4" TO , NJ 1 ��P4C04 0 S 4 me "a 6.6 VJ DRILLING LOG 3U",LLJNC AGENCY L iq i� V A- am Ce DQEVAyrJOW DEPTH J-1119,11) CLASSIFICATION OF MATERIAL' (DESCRIPTION) A COME ACC01- NOR a, GAMINC ICHItILLIAIG TIM W0yZIt LOSS, DEPT" OF Fly ma WCKTHeRING. eye.. IF SHIM101CANT1 oPI/ Zri rd, Puc p 40447gOAL, Goo' PrYE At le Net I Holy. to witWcll PST I NJ cAsl tot"a luar ar- fed Xic ORE" I m- . - HOLE NO. v Eio — ,a . DONALD J. HATHAWAY. CPG Certified Professional Geologist GEOLOGIC INVESTIGATIONS - MINERAL EXPLORATION - MINE GEOLOGY 66 LOCKLEY AVENUE PHONE (704) 254-8742 ASHEVILLE, N.C. 28804 17 May 1988 Mr. Forrest E. Wiseman Construction Manager Luck Stone Corporation P. 0. Box 29682 Richmond, Virginia 23229 Re: Burlington, N. C. Observation Well Construction Project, April 1988 Dear Forrest: Work began on the Burlington, N. C., groundwater observations wells B-8A, B-8B, and B-8C on April 1, 1988. Drilling bid requests were made to Joy Drilling Co., LaPorte, Indiana, and Longyear Drilling Co., Wytheville, VA, was the successful bidder. The State of North Carolina Department of Natural Resources and Community Development at Winston-Salem, N.C., Division of Environmental Management Groundwater Section was contacted and work began on necessary data for a well permit application. Sally Buck, geologist, was assigned the Burlington Project, and the well permit was obtained through her office. A study of the prior drilling on the property was made to determine probably location of the first water table location. The holes were laid out by April 14, 1988, and well drilling began on April 15, 1988. Because of the inclement weather on April 19, 1988, drilling -was sus- pended until April 20, 1988. Drilling was completed on April 21, 1988, with we11 B-8A. The following is a summary of drill well data: Well Hole # Well Depth Completion Well Yield 2" id PVC Date Casing below Ground Level B-SA 85' 4-21-88 6 gal/min. 50' Mr. Forrest E. Wiseman - 2 - Well Hole # Well Depth Completion Date B-8B 50 4-15-88 B-8C 70 4-18-88 17 May 1988 Well Yield 2" id PVC Casino below Ground Level 6 gal/min. 281' 2.8 gal/min. 25' The static water levels measured were as follows: Well Hole # B-8A B-8B B-8C Hours after Completion 141 48 48 Static Level 21'9" 18' 27'11" Probable Aquifer Zone 39'-45' 45' 50' All wells were drilled NX core (2-1/8" dia.) size. The drill core was geologically logged (see Enclosure I), placed in wooden core boxes hold- ing approximately 10 feet of core and stored in a locked core shack on the property. Each well was cased with 2" ID white 40 schedule PVC pipe. A stick-up of PVC pipe above the ground of 2' to 3' was left and capped. The PVC pipe was cemented by using Portland Cement, Type I. Placed over the PVC pipe stick up was a steel or iron protective pipe with a locked cap. This pipe was cemented and then painted with red rust pre- ventive paint. Keys to the core shack and wells were sent to F. E. Wiseman Is office in Richmond, Virgini-a. Each well was tested for final yield immediately after the packer was securely held in place. A location of all observation wells drilled to date accompanies this report as Enclosure II. 0n at least three occasions a tractor was used to move the drill to get equipment free from muddy road conditions. R. A. Ziegler and Sons, clearing contractor from Eden, N.C. for Luck Stone Corporation did this work. Sincerely, DJH/bh 7417/1 zc.t".7r- Donald J�7 athaway 1;, Iw �.�MOLE NO 'o _ °'''1{AU_.- . T4, . O LT : ,Paua A TF 4,__ lwaa J ' ', :4.: L/ lout I'aONDIN ATONORIT. IONI N DRILLING LOG 1. LNIL LIn< l<ENCY Lard G,YEl7-I� o C. ROLE NO. ul INONN ON DRAWING TITLE AND FILE NO.I NAME OV OpILLEw - C� 6z-0 e v r I+ L a. 019RCTION O. NOL[ N I. TOTAL -a'I' L Lop + aaPTN OP oeewcea "ITn VEw TICAL QMCLINKO wTl<.L MIA 4O <k ROLE ®SA 90. N&M PRO TYPE OF OIT IOw ELEVATION I ITer OR AOLI a OWN FACTMew'E OC<I<NATIM. OF DRILL ^pLI•GON6r YEA r .38 a. TOTAL NO. Or OVERSUROaN uwLE2 TAKEN 64. TOTAL 10. EL[V. o. cone <woePoSBa AT OLe mrtuweeo u"ouruwaao Aw�T1ep_ $ CONoL�IT 8 IL eLEV. TOP or ROLE E• TOTAL CONC CECOVCNT FOR a. fIONATONa M � 2F RING I%I Mvov C a Al ft prior" IAu CLASSIFICATION of wTERIAu °„",� IOxILLI"c n"a wN aw Lox. pap?" of maaeRIPTIONI A WEATHERING.ETC. IF a n N E L AIIXJI- 003 6,f L c� GA.. cG„tip 6;f t ja*IrK 6;d 6l<y. 9Ocrm tr maPC y¢nGw:.:y, OtII ! Ebr. dclN� {e 1. very InI�� YILAJj' Na IN bw), f" Pats' n 10 It �Pd. F-I?6 bed"m <@a}o In;SOP+ 4 ✓ rh"" �OCIC III 2p i N / COME .*Xts 30 4n �aqu feT G Pell C84 N�w�✓i! TO�u{ 'it �x� SS.o_89.E f,'G 1. caa.re hl�Ll rOGiured Y'Ct. bs'iA.x ITS LI*s Y Cgq1��75 {a if i.. e. II L+ Ira Ou✓4ti i Ice. h154i., �-4' Ste, K gruriC. .4 pl:<Fs aqI s eYy54wli.'AedE.IN.y„.N.�,ry4 50 �al,"Llo"A4 EidJ•4L. YA.�,-za 1.. ,� A e?'p so.o Y <i r. PI 1, // �iJ �!`f t.. rf :�..iP. /r. �.:N�. c.w \�r,s, 1. ...! ALQ/•3S4 �Onr! e. _�� �,W �e fur y I!P k.mod, c,yrl.d�;, -Ik.rlPraJTAA,L �Ca �brfa4�e <N/FP alr,/.i. gI.,j x.dVe1jr,; yme,:,,T;l :sy<'<. 7 `t 4oI O r ::, l4 d AOu Nr� � 1 fk1wIjq 7.7. JPi}&I/L, PROJECT<<enNA wank MOLEXO. 'BA IivRa Wy7ON W6 C FSERVAnou WELL r er� e, --1 DP7 DRILLING LOG 40 V. G".S.LING AGENCY 91TVATION *CPT" MORINO Ci.x"sFICATimem am uArcNIALS COESCRIPTIONI w Come Accov. "A on 611fl.f PC" pl, JORILLINC TIME WATCR LOLL. DEPTH OF INT NO. WCArNERING, ETC" IT toGIMPICANTI 1 Mad. -b V. cow,,ram 14 4r t, 0,14.4 to k am� At Aelsz �) 4 jEkIN et"+ Nt ;Yeve. MY& UP VA+ 144ts . fVE�4vvos a v u 6 f e tJ A, Cl so COP, X", fA' I too. 7** 4� coo. omopa Ar Am, 4 WtAm WPtl �V"maa3 <imc 4GCtj her" 6leujc /N CILECK 0 651-1. 1;2 1;-,lo?ANM 70A Alaars jj a iriff j4y3htj A& Awc e4r4wAt hole a4er AaAe. To Celt, f Jet W JW 2e U, 4- Ek.cld ligc,41�6 duf;07 5347a CAPMAt" In Cop T 61� It p. ok" ON 41, ti UP 4 or ON PR0JECT:?'f,,Pf;;;-&Td; kr- 140LENO. In—fA q S f . Y- M1r Y y} /fit � y � k C MLJ*yFGn ro�'M1i�F�''.�: 'i 1I M vl IIR �1 i I L. r e r'. a ll e1,HOLENO�in:}JRFnr '. N DRILLING LOG a . LOcu IONeeNDIn ATOn Ow JrwION* ;:..... - 0.55-;- 1.6E - 2. ILL61SO AGENCY 4 XOL[ NO. 4! aQQOFN ON IMPROVING TITLE AMO FIL¢ NO.1 - a 0 .N6 ' OP:LLfiP A!5- 6 8 GfEO G :w aCT1eN OF HOLE TX p ¢. eerTX ¢. rO TAL or OVER - AIM! Ix 011CCR2T.5 MOLIC orQ' VORTICAL. Q,"CLINaD VERTCALNIT,I A m. Ysa AND TYPE DI m 11. DATUM FOR RLIEWATUNO ¢NOHN . MANUFACTUREN•a Ocala NwrrN OF owILL N ITEM ONMLI I,ISL ¢LeN rE<xe l TOTAL NO. OF Oveweowe¢N SAMPLES TANen • TOTAL a. IIL¢v. WIYpTURaOD e0 COR` GROUND 'A D.re He LE Our°u[D wr C�FL[rmt 47.NEwLSE. TOP or XOL[ TOTAL Dowa RECOVERY FOR A. 1101111114 ILI SIGN AT USE II IQ ± (oil &70 �pv ALmAta-Li EPTN u CLASSIFICATION or MATERIALS ' ¢ . a Pe..ARN DONATO" OI F.f., IDaaCRIPT10X1 -LID". No. WEATHERING~[ C.. II"EI°MIFICANTP / / gZI a�Wr'IaY IeI lGa Lit. nJ//y/acs e [ypaN d%/L� ✓ 47. +; w�dseLrasJ:.�' J CJL/: "j Cevt J.J. liar PNOT . /iew+ re,/ 7 Rr S /y I IQ 'pr/-radNciM 1, �{Y rry Nb�dY� d<� Y O{ fOmmvdk7 . eJ •�• �Nalerwq�i%rC( IC F/rOs(, N�a : Ha. dbo: rer 'M (a de rit,. //rs re>l Ndeal/N ' 2a 4 2 ,1 T :O bt a✓ c { ✓ .rkl�Cb ♦ice J✓A� -�r Via' J vc / A COT' .' : tR/e e�ene A Ii<r QJ 22:p 'aA/yJrw.V'; ¢ le,(+Y si.-lll.t Pc �r- /y, d.FepnJ•/F N•• •-s.ca ilev 44 {r- 4�w >ri.•rd r al17 dA;4f'e is e." ,reere wn's) 2.Q%p' yq! •leJ�'be%•...J J!"L •Np \ 9 ?(.r."I,LeQyy daLi G dvG. uF� N / 47 � /s (r:� )a�« ai/C wRiT l 'rrs J M - a¢✓I i(ev ISE TZ J.srl.vd,&ora,. J f BQS p1.S: 7..:. .{ ea A..ae // �.s.s; AJ LAdf✓.r..,AN pyu%.f. /.! %Ao` cl1 ' /cam w3�lA� .. C...l"n q• irC. A. +- 44.6'' mJd. L N CC e+y APi yfe A..Y 9y�M VO/H s4AN, ::J.s _ [ a.1f i/ r e4J.6 Cw yy /a4������/ PR K °d.: �...../ /eE owl- ./MINuT-i 1, i.e. Ely,%!/li IREa iL•s. d7.P2e ./ bef.-rJv1gs•r!gasr 1� UU JJJJ 'ti'�-'04. ' / (W 4t-Gy- Avull'rY GIn¢CC e^, t-rr- ec C 'bA.N,' ,Sn, CalINF J Nsia/rodA%'C.1. Y'17eN.. R2 r.N..d 'air f 90 Ydc pD ATJ "�"s/,eK U f �a4t SeY ai.z.2%y ,, /i rofee/rra w<LaIP fJe /ncp 4 Pee oro/ w PROJECT -O//NbrtwY.'r HOLD NO. 6'8 15 bA'c rR•G EON .aT.=FOIJµrMnr 4/Fc/ F Vtp o-w- p14 "Mai, )OF CL"404 IGV�ROINATOM OR aTATIONJ §� I DRILLING LOG 40-5s+ 3. O".61LINC AGENCY Z"& DEPT" CLASSIFICATION or "ArCRIA1.3; S coke Arcv,. gem am IMMOOLC ICHRLI OLNG TIME WATCR LOSS. DEPTH OF SAY No. WCATNERIND. ETC, OF SIGNIFICANTJ 044 &Ar 4s6s ib tod]#Ld Lgeut PIPE qFoM LIRS it, Ol 'Q0 5o ro 16I%Lmlolit 4s pvc a" 14 GufiuJr Cgs PAY j L t� e. OL, ti bi +0 SCALE -pVC Cdjofvj ciak, a wt PROJECT HOLENO.6-99 13 z �fzz✓ b4j e/, " r �,CWIJA Fen A f Lfl At /f t rl 4 4 r� Mj q J` >ti a ,. �a".y Trbr} fR I�i Y}II`%Y✓ -.y < a !III.NOLE NO ,.. .< oss ON �roovo IL u N� re DRILLING LOG :. LeL.,'ON IcoON N row GR STATION] LING AGENCY ,.�ILorvlrYEA-KCo 4 NO LOT NO. (A$ GM07N ON OR..INO TITLE .MO PILK NO.r M.NAME OF OR46LER e - AV EG.V "L . DIRECTION OF HOLE .pty GORDEN •f ��In 'd , Nr wo<N �, .• *O rHOOLEPUPNOr r70.0 vanuL OweuHeG OeeReea RlrN veencu O.Nu.NCTYPLOR ert 11. O.rw FOR e.ev.rION SHORN IS. w.NUFACTweRO REANIMATING Or DRILL ITS" ORWLI I N)( NSG Lon yt-AXt. Go 38 M. TOES. NO. OF OveeeunO.N SAMPLES TAKEN 114. TOT.. its. SILKY. y MO. LORE M. GATE HOLE ma OIROROCO UNDISTURBED T-RIT(�C p ATCNT f.IM/yl B Ir. ELKS. TOP OF MOL[ HAP'— G071 .. TOTAL CORE RECOVERY P IMPOSING I.I 199 �p" SIGNATURE q %Y���� /�YZc C ) 4 YaT DEPTH .SIG cL..Mrw.noN OF N.xRI.0 I09SCRIPTIONI DRILLING TIME WATER LO M OKPrM OF WEATHERING. ETC, IF RIPIL.NT y�a,L„ �y ✓t Sw,% L".�G.Y ./,.-mP / .f B //e." Ii AA rRL .ea<..l<.,. a oL . •'t. rn' "OF YA Pr g: nooN• Cw / .Yi M`Amul�er(�TeGKa /[/P_qt �ivL SS•7'/Nr!/�O `6W( a<iS �� � Q//!g'�/s /�dG /�7j�9YA/yyy �//g ZZ.e5! G/NGl t'e a-35. PG/P.Gd LnY/ iv YetN Y"4Y�ZT G/i .0 I�Nrr.r :l fR•P/rr �./ OF' CA. i pe ✓: 45_" ✓ ry. cyrd"oY�/oute�oi/ So A O �'A h«anA/ CerG G.//J brs t</r /ryQ/nGFJ y/r�T PC�O TLiM / i A7.' d3 Y �6e J 9�/. C.A. Tyec{4YL Yvn NFS• �O (A1 G.� rC%e /G. 2 L - 3.Le..1/..s .�.. 4..�DO NCc�NYYAC♦py rx6l RHY rPPN >'r•z -7e, o; .viP J. � ./".-/,� /r.eN( . torc eCd_I •j( Gfi(OQ/CrG PuN/.0 C/9L ire"aC LE /fG, AIPNL N�G• Ic 6U xR �04MY fer a� rc z'.0. 1,. ) C/r"vL e+9.H er G(e,.. R60•Ar -OL"r,e3p an.a" e/sa ,� 6a• bf/m 'y .w J% o'l. of µ%�}Ce".. eIy {.. /L,Me®�/e' C..[/...eP He/P. Q. Z4 PROJECT LTveu wouo.re LLNOL! NO 5-8 C OR.SEILVdrio" Jr/E[.L at HOLE NO, i Ak kL, I. PRQJSCT I.. 1 0 ;V" Vle, 11 IV V �; I lwte P4 jUr IC BMST OF, I DRILLING LOG 4.101%jow 1 TO 4 s 6.6 vj� d. OR.61LING "ENCY Latqi;v x9e Ce vvI OdPTM Loolloct C&LASSWICATION OF MATERIALS A coat Accov, CA o" Nmc IDAILLINC TIME WATER LOSS. OMPTM OF CA, 10. WEATMER1044. IVTC.. or SIGNIFICINT1 euc PPIEcruvwO to U�u cAAINJ vi CeMtN 4 I 01 mc fe Rouc So Ex1eNh on ietFL& k A Wff-& uc —,- HOLE NO. if ., \fI 2 aHN c Faris �E oc fig t i K r a , O < I r .n# T J`aU O I —�� r tr '475 21, e 'If no>.,,,�.� ��� m N` 'yv _ RLpD If- \ A ;,� , x If 9�. !� pia 'W i Ilk d\ L� ,/ u iI3� III / i �O M l - -'; �u � � �n I i ti t / mra, ti x �o m i f D u A L _ T �i m rLn 6 Of i� f l -i r - t IfA a f Pm �. k r '� G O -!, + F � �AY s�t+�" ,f\ a+ �,q�,,M e � t r , t - ,..� � '� ��„r— ��/. ^ rn rn�� l " � 1 rn �� r,` - •, , 1 �- `? r "�. ,gyp j �3TT Y`_ S ` wL v��w4r pNp f r 4R � Sit _ Ah/ � If 11 f a 1 r Uj C r 1 rVV � r - „ I I , , m I'+ n� r sz ° I' I1 M r r D - If O° n d II I I .. './ t� + --.��~ _ D -- /\�� vaaKrr� iku,:n� o I try / k c _ y „ i 1 I @ J PAR A;NG If A it C fD romt 1ic ,a z�K.o7 r -�I I o -4 , i G x "gip Of ,. 5 'y , dOWN C. fONV1lLE J .- N M00Zu.MN Q v NO, \ ° J� N : v /� {y �j ;�If q 01 IT of �'tij iITO a 1 a�' IN ��.� -A --- ner ._ �abr., I nor.y T IN l ys1 ae°t_�,zey cnze y. 1 ��.'. l3.{� '� '� —'+ —.. i very If \„ � _' Tt�i�'4 �U% C — 7 \ s, tip 4" �� Mv. Jro comara cC pV � � \., = � � � �': V'4 f �� •..�� �'t�_. ,� R!>� +1` GR6MFR�IZw uan J9d8•C-.,' i .. O (may L s i X✓Qzt q _ ' ! l ;S _ -0 It C v - _ /� Xy� ��I / -� z i •/�� rl SO �� I � i"' � C ,r r �,. i ._1 v _ _ _:•. � � aat cc �pb \ 1 i i ^, C7 _ f : ttt \` % xt' If I> 40 t _M � , f / i 7 ' � e � .�• � �to � ��� x� � I , 'Z , 1 - , i f '0 `F c: Q �o ?�� \ uT a d/NT qN0 - .i f' %' 1 y�'� r /" x p R IIS (� C> \ C F �tTl jp o x (T7 i b C) �� n t z a D i. , I, X COD ro n p m o mxi3 0 O 2 A FA FARRtltNtl lor y 1Z10Kijo 13 V l l-, c k �-- • zz ne<,, t - �ry.-, v, r � A ✓� !Fin RI _ y.a o-n r —�,eTz if ITT IIf IT ... r _._ J — NIGMR 6 IT if q 7 IT I If s "I f _ Tm T� I IT -. , a a { R� s � d .'' � ff 4 TVTTIV VIP IT Ti VV TV SAM / ITT, I IT _ LL _ VIM IT IT, I ITT r v IT, ! I F / IT - Y r �� .. IT r i If 1 i IT-Il ,,, Ij T, r ITT, TV bi Fes_-- aF, - __ " VITT, IT 1 _ TV s� co-rn - '" �: zrn � ' I }}Ep CA ' i < _ W rn . I IT If r `t .'. ` ^ter",,,It _ c TV- j a t , V f U 1 - ra ;. D < f If IT If, \ — p . ti V ri c , r l C> z ' � J 1IT �;I r z �J °`rTV J '� N1 Ah� VT i Cb fV rITq#� y,. ! s�V V- ,{ ' ,� v' � , NV-, %ffelrs IfI IT TV �i z �,, 1 - q w \ - Tr TV IT �•a C 4 IT ?_. •-'FF Y ITT r g - IM VI �z ,( w >a z f !off �M mIT n r TILTj} 1 T IT IIV v J g IT TV T Y r. i G F C i yx 47 -T I : —.,r.. --- _/ frI'T i y y IT TV .w I IT r _. p r _. If _ i TV If 1 1 c lC IT / 1 f7 —1 .1 ' o I I r / ^ •" q n' Lf T 4 IT 1 IT ff� ILE I 1 I � 1 �J PROP OSED—RU9.R8Y_SlrE_-- 1LP_..OF_EX1STlNG GROUNDWATER_ LEY£LS MEASURED_ & PROJECTED I=400 N b� 570 CROUNDWATCR CONTOUR AvrrAGL ERAGTUR-E FlD&Y 0IRECTI-0NS I U(-,K STONE-LORE_-3URLINGT_ON,NG. 6C LEAS- NOTED APPROVED 0Y: DBAWN BY A I 1 Ll DATE:9_8-67 PEVIBED U�1 -jaBOUNDLYATER_LEVFL MAP _ __ HYDROLOGY OF LUCK STONE CORPORATION PROPOSED QUARRY SITE, BURLINGTON, NORTH CAROLINA INTRODUCTION - This study is conducted to determine the extent to which sub- surface water movement can'be disturbed at this site by the excavation of a quarry below the groundwater table. The study, as well as detail- ing the area hydrology, provides for the location of residence wells within 500 feet of property boundaries, the depth to groundwater, and the determinations of the direction of present surface flows and pro- jected subsurface flows of water. The quality of the water is also determined and reported. The quarry site •location is shown on Exhibit 1. GENERAL GEOLOGY Based on previous geologic exploration of the quarry site by shallow air track and deep core borings (maximum 400-foot depth), and a review of regional geologic literature the area setting can be well defined. a) Tot ography and Drainage - The project area is gently rolling, with an elevation range of 100±. About 50% is cut -over timberland, 25% sustains pine, oak and beech as timber, and the balance is open. There are 2.6± square miles of Boyds Creek drainage upstream of the project area. Here the amount of open land increases mlightly and cut -over timberland is somewhat less than 50%. Boyds Creek, a perennial stream flows from the northeast to the southwest and is fed by a partially trellis, dendritic and complex tributary pattern of intermittent streams. Boyds Creek flows into the Haw River and is within the Upper Cape Fear River Basin. b) Rock Types - The rocks encountered during the quarry site exploration were of several classifications. The predominant type was a foliated to massive granitic rock with a wide range from a coarsely crystalline high quartz - feldspar -mica typical granite (or diorite) (icf - felsic intrusive comples on Exhibit 2 map) to a more mafic crystalline rock with reduced quartz, normal feldspar and increased hornblende content (Mj mafi.c volcanic rocks on Exhibit 2 map). Some of the granite rock, high quartz content, was also gneissic in nature. 2 .'Diabase is intruded in narrow dikes, and chlorite -schist in thin bands is present, as well as some ancient quartzites occur trapped within the other rock types. The rock is weathered to varying degrees to a typical Piedmont saprolite sequence of sandy loam soil, plastic red clay, yellow to tan sandy clay gradually changing to a clayey sand and thence into weathered rock, saprolite. The thickness of the saprolite ranges from 0-60 feet with an average mantle of soil and saprolite (regolith) of 24 feet in thickness. c) Rock Fractures and Joints - The drill core was logged in detail and showed the rock to be moderately to severely fractured with fractures and/or joints at 20 to 70 degrees to the core axis. A number of intensely jointed areas were recorded within the rock core. Sub- ' sequently drainage licence as expressed on USGS topographic maps were plotted, and fracture trends thus determined were verified in the field. A total of 284 strike and dip readings were taken both as linears drawn on the Burlington, North Carolina USGS map and measured around the quarry for iD a six -mile distance to the drainage linear trends (fracture traces). 0 � U /verify These are plotted on P� lahowing the grouping and direction while other fractures and joint measurements are shown on three Rose diagrams. The direction of dip varies greatly along strike and is felt to have V little influence on water movement. d) Structure - One major structural unit may influence the pro - feet hydrology, that is, a possible shear zone which is projected to be along the Boyds Creek drainage. Core baring 8 which was located closest to Boyds Creek does show brecciation in a number of locations in the hole. Core boring 7 also fairly close to the creek also shows considerable brecciation. The amount of brecciation appears to lessen away from the creek. As borings were not placed east and southeast of the creek the full extent of the possible shear zone is not known. This zone is inter- preted from Exhibit 2, Geologic Map. Evidence of staining and leaching along with some core loss was noted in several of the quarry exploration holes. Examples of intense fracturing, core loss and loss of drill water are: Hole B-1 Core badly broken 149 to 162.5'; lost drill water at 148.51; iron oxide staining along fracture planes 155-161'; partial water return at 1701; temporary artesian flow at 3 end of drilling. Hole B-5 Lost all drill water at 167'; in a meta - volcanic zone, core soft and badly broken 178.5' to 180.5'; 2 feet core lost 177-182.5'. Boring locations are shown on Exhibit 5 Surface Water Flow - Topography controls the surface water flow, which is the source of recharge to the soil and weathered rock zone, the regolith. The Boyds Creek drainage is calculated as 2.6 square miles above and around the project site. North and northwest of Sandy Cross Road Rt. 1752 surface drainage flows toward Deep Creek. Average precipitation in the Upper Cape Fear Basin is 45.91. inches per year. In the Upper Cape Fear Basin it is estimated by the U. S. Geological Survey that 19% of the precipitation goes to base runoff, or ground- water discharge (overland runoff and evapotranspiration accounted for) as would take place in ravines, or streams which intercept the ground- water table. This base runoff or stream discharge equates itself to re -charge. If the average annual precipitation is converted to gallons per minute per square mile it would equal about 1,500 g.p.m. Nineteen percent (19%) of this would be 285 g.p.m. For the 2.6 square miles of Boyds Creek this would give an estimated available recharge or with- drawal figure of 741 gallons per minute. Sub -surface Water (Groundwater) It is very difficult to determine what the drawdown rate of a fractured igneous or metamorphic rock system / is. So much depends upon fracture and joint continuity. In the pump test performed by the USGS1', in similar rocks to the project area, over a 62-hour period there was only a 1-foot drawdown 160 feet from the pumping well which was drawn down from 17.84 feet to 153.49 feet. The pump intake was reset at 215 feet, and a final pumping level was 61.5 feet. It is felt that this test would closely simulate possible results in the quarry site to be developed. The USGS well passed through several feet of broken rock in the fracture zones. (It was not a core hole so detailed logging could not be done However, calipers and a bore hole < camera was used. ) 1. Cape Fear River Basin Study 1981-83 (Upper Cape Fear River Basin) - "Groundwater Supply Potential and Procedures for well site selection". 4 It is believed a normal quarry pumping rate would not affect the regolith and fractured rock capacity of the Boyds Creek drainage (or re- charge and storage area) which has an estimated specified yield (water cnac can be drained from it) of-741 g.p.m. One large North Carolina quarry, (personal communication) now at about 100 feet in depth, in dimi- lar fractured felsic and mafic rocks has a normal pumping rate from the main (and only) sump of 350 g.p.m. Water pumped includes surface runoff (��0 p•�' and make up water for washing aggregate. Therefore, a realistic inflow figure would be low. The effect of Ouarry Development an Groundwater - This report has r d. relied heavily on the Cape Fear River Basin Study mainly because it shows ,)( bow inconclusive a pumping test for drawdown can be in a fractured igneous rock groundwater system. The test conducted in this report showed very little effect. This does not mean there might not be some, but ex- �gjyrm_ perience dictates if drawdown occurs its range is limited to a4hort s- tance around the quarry. It is felt that the principal direction of inflow will he from the northwest as shown by the grouping of linears on Exhibit 4 and the direction of sub -surface flow as shown by the contours on Drawing 1. The principal trace (or linear) groupings trend N33 and 52 degrees west. The latter leads toward the old Fonville place well. This well is in the Jsurface mantle above rock and is 32 feet deep. Most of its recharge comes from several hundred feet around it. The well is about 1,156 feet from the proposed quarry site limits. Two other wells, the Epperson and Floyd .ih Warren properties, are approximately 900 and 1,000 feet from the quarry limits. These are on the north 33 degree west trace groupings. If any Y'A,/ wells would be affected by "long term" drawdown the three wells listed Xv AVVV are to be considered._ Borings, 11 and 9,(see Exhibit 5) serve also as monitoring wells2, and are to�remainin place because of their location over a long period f_bA, of time. It is felt that quarry development will not reach those areas for at least ten years. By that time, if a drawdowa is in effect, its extent will be reflected by these wells. Both are deep enough, 200 and 207 feet respectively, to ultimately show the influence of pumping on the groundwater movement along the linears, or the breccia and/or fracture zones from 149 to 182.5 feet in Holes B-5 and B-8. A relocated B-b* is to serve as a monitoring for activity to the east and northeast, especially as may be related to the northeast trending shear zone. (Note: The average groundwater level taken from nine core holes, one hour after *Relocation of B-8 will be approximately 1,000' to the NE along Boyds Creek 5 completion, was 14 feet below the surface). Based on existing information, i.e. U.S.C.S. report data referred to, and an interpreted subsurface flow routes, derived from fracture / trace development plus experience with previous quarries in similar rock / types, it is this report's conclusion that there will be little to no VVV effect on area wells. If some drawdown occurs it will be observed first by the monitoring wells in place. To the east it should be noted all y� homes are served-hy-municipa-l-wa[eL. It is recommended that close moni- toring of those wells not affected by quarrying, B-1 8 and 9 be contin- nod on a regular basis, and they be adequately protected. One closing quote from the U.S.C.S. report l' regarding drawdown: "The preceding comments about well spacing, fractures, and asymmetrical drawdown cones serve to emphasize the uncertainties associated with fractured -rock systems. Thus, the suggested minimum spacing provides only a rough 'rule of thumb to be considered in selecting well sites. However, the drilling and testing of wells at other sites in the Piedmont (� 1 as part of ongoing research by the U.S. Geological Survey and the North Carolina Department of Natural Resources and Community Development tends to confirm this minimum spacing value. Spacings of 800 to 1.200 feet for much higher yielding wells (up to 120 ,gal/min) has not resulted in ad- verse drawdown interference. In most instances there has been no detec- table drawdown in observation wells in the fractured -rock aquifer at these distances." This has been our experience as well. WATER QUALITY TESTING Several selected locations were used to provide some idea of water quality in the area in advance of any mine development. The monitor wells B-7, B-8, and B-9 along with the Old Ponville Place well, the Leith spring, and the Warren well were selected as ground- water tests. Boyds Creek which passes through the property was selected for surface water analyses. Every effort was made to prevent contamination during testing. Sterilized bailers, foot valves, bags, jars, etc. and rubber gloves were used in this effort. It is felt that these steps provide true "as is" samples. 2. See paragraph 3, page 4 Monitor wells were permitted under construction permit 00-0306-WM 0038 Alamance County. C. Samples collected were submitted to Environmental Testing, Inc. Asheville and Charlotte, North Carolina for test work. Results were received on September 29, 1987. Locations are shown on Exhibit 5, and results in Exhibit 6. The results of the tests show the presence of mostly good to fair to poor water in the area when organics, volatiles and mineral content is considered. There is a surprisingly high barium content in all the tests; with B-9 being very high. Iron content is high on four tests; manganese is also high in four tests; lead on two tests and phenol on one test. Colliform colonies exceed requirements for water quality in all tests, but two are very close to standard; the Warren tap and B-9. As tests are recorded as greater than 16 colonies per 100 ml these water supplies, if used for drinking water, should be improved to reduce colonies to standard. The fecal coliform count of 4,000 colonies /100 mis is out as well for Boyds Creek. The Gross Beta values are just on the margin as to specification as the t factor would affect all but two samples. Hole B-7 is the highest. Because the test equipment has an accuracy factor close to the reading obtained it is difficult to add plus factors with assurance. Naturally, if the negative factor were used there would be no need to consider any but Hole B-7. Adolf U. Honkala CPG and N.C. License #599 5 October 1987 Donald J. Hathaway, CPG and N. C. License #220 EXHIBITS, PLATES AND DRAWINGS Proposed Luck Stone Corporation Quarry Near Haw River, Alamance County, North Carolina EXHIBIT 1 Location Map: Map showing geographical location of proposed Quarry EXHIBIT 2 Geologic Map: Map showing location of proposed quarry EXHIBIT 3 Surface Water Flow direction, around proposed quarry EXHIBIT 4 Major Fracture Trace (linears) grouping, around proposed quarry EXHIBIT 5 Map showing project data; locations of exploratory holes, residence wells with 500 feet of property boundary includ- ing depth and owners; approximate limit of municipal water EXHIBIT b Water quality test data PLATE 1 Rose diagram showing major direction of fracture traces within area traversed around proposed quarry site PLATE 2 Rose diagram showing measured direction of fracture and joint trace within area traversed around proposed quarry location, and on the quarry property. See Exhibits 3 & 4 PLATE 3 Rose diagram showing attitude to surface of measured fractures and joint traces within area traversed ...... See Exhibits 3 and 4 DRAWING 1 Map of Existing Groundwater levels at proposed quarry site (Based on stabilized levels after drilling completion) .. geiMew.su°�Mv�lry South �a r t.1 1O "^ r daree,mA M.wvrw.w _ sn ew,.+ ' Mxpny mn p p p SPrin Mcur Spmrer un•. Ilent°n� Conran Paw4 re x.rry tl ykp _ GnmU n" se E•s• bprin e j amtr•e4 o x•ywue F°pue a b r L"TW •r Prnlml Yal11 r r4mwxl Wm' x9n1 1 p't r florYxell b N was, ea nnll °Wrf la wnLIY.n smallr w • EOlwoill Hn •.� Elis _� wmwM ' Eun •p rp •se n idw. 'ry Snlurtl Hark a xMlee r S e petl nwmn xlanelervil Elewue ._ sorer Swap. b_ML ix. Lr•aene ME lmr q , In= xGw4 �ie�'rj r Emin w.nan a flabE'm Elu §pie op Y. weer um ille19 ' ` n rbvnl a8iuv p r a r remn . '° ra • • _., mane p - ell n• M1ATrnr a e Olxa GrrM1aq 11 Gmeron^ Erw .waen ra A• p '• • pa uMpr� xill4r `2� pptQ, al Pineriew - am 0 Pinel I • r a nr. n Wuwiiw Ubp [ I/ yun p ` luM1m�l rp F[73- i O� ,Nn � 4iq Wn Van 01,A 'e A t r' 'lle sp ,am" i• w rm Nwee• Siryw n Erma EM 7 15 p eke"iex ,. •NWer• lite - Mnar. ,p p snow Pom p u.ur.rm n.we •� 16 ' S-✓^ .'' A.eii: asp ouM wA•. _..e ,,ma'.r.n'AWw8° Asi p• Pvwrrvilb e ! r"'MHa Ms r et. s PimbA, H . r a 4li Y�v FINM,` all au 'a in__-_.)'mi Limit w` M1PmonrM1 10M:Igr vaw tln •. a:. e I. Muorlrlpll a lontlt pO1 Likil1°nm lord n, n0ol1e WNE ..� _.._°,rr tMru r° ar ( Y'U!!!f Mills also At u 'm t awrs�` elm'; ° Fit LOCATION MAP Tam 351 Wny MAP SHOWING GEOGRAPHICAL LOCATION all act I Paulo lWnw OF PROPOSED LUCK STONE CORPORATION 17 QUARRY SITE, ALAMANCE COUNTY, N.C. 1510 I Four Scale: 1rr = 15.8 mi. Saute %" ' I "r "� .a nad.,.wr '"' F n EXHIBIT 1 rr r tea-. prep :fl a..w X vra �.. W tMea.. �h Hill' u.,. °'° r. e - 6..� GEOLOGIC MAP' GEOLOGIC MAP SHOWING LOCATION OF PRO- POSED LUCE STONE CORPORATION QUARRY ..EA:f ❑AI: RIVER, ALAMANCE COUNTY, NORTH C:\R0L T_S., KEY icf = Felsic ialo- intrusive complex di= Intermediat intrusive rocks fv = Felsic volcanic rocks Trd = Diai;ase MV = Mafic volcanic rocks Qal = Alluvium IV = lnterme:ii: volcanic roc I:s Proposed Oua Scale: _ _' miles Geology br f1.J. Ca renter 7 _1,.. Geolo:,ic Surveil, 0 SAXPIES enuir1p1unmpnenhal hU17U111q iIIU. 6 COLIECLION INT6 August 19, 1987 Don Hathaway D. 3. Hathaway Associates 66 Lockley Avenue Asheville, N. C. 28804 1 - Boyd Creek 08-14 4 - Warren Tap 08-18 2 - Fonville Tap 08-18 5 - B-7 OB-1B 3 - Leith Spring 08-18 6 - B-6 08-14 Storat Number PARAMETERS per"- C/P ry Results in MC/L unless I-P othervlse noted 1 2 3 4 5 6 70300 Total Dissolved Solids 171.7 50.5 169.4 269.0 - 123. 00940 Chloride 3.0 56.0 4.0 .21.0 3. OOO91 Color-Chlaroplatinate-Apparent 17 < 5 7 < 5 < 5 < 5 32730 Phenol (u /1) < 25 < 25 < 25 < < < 25 00620 Nitrate D.37 0.6S 2.47 1.24 0.07 0.; 00615 Nitrite < 0.01 < 0.01 < 0.01 < 0.01 < 0.01 < 0.1 Endrin <11.0002 <0.0002 <O.00D2 <0.0002 <0.0002 <0.001 Lindane <0.00005<0.00DO5 <0.00 05<0 0005 <0.00005 0.000 Methox chlor <0.001 <0.001 <0.001 <0.001 <0.001 <0.00 Taxaphene 0.005 <0.005 <0.005 <0.005 <0.005 <0.00 z 4 - 0 <0.0005 <0.0005 <0.0005 <0.0005 <0.0005 <0.00 2 4 5 - TP 5 lvex <0.0001 <0.0001 <0.0001 <0.0001 <0.0001 <0.00 Chloroform 0.0020 <0.0020 0.0039 ❑. G026 <0.0020 <0.00 Bromodichloromethane <0.0020 <0.0020 <0.0020 <0.0020 <0.0020 <0.00 Chlorodihromomethans <0.0020 <0.0020 <0.0020 <0.0020 <O.00 Bromoform <0.0020 <0.0020 <0 0020 <0.0020 <O.00 Total Trihalomethanes <0.0020 0.0039 0.0026 <0.0020 <O.00 Radium <1.0 <1.0 <1.0 <1.0 <1.0 Gross Alpha P2.3±2.7 <1.0 <1.0 <1.0 <1.0 - <1.0 - Gross Beta 3,1±2.6 2.6±2.7 1.1±2.8 7 2±3.2 <1.0 00400 H standard units 6.35 6.75 6.10 7.15 6.9! Storer Number TAIS Results In ,uG/L Result � 01002 Arsenic < 10 < 10 < 10 < 10 < 10 < 11 01007 Barium 2362 1141 5020 6320 623 01027 Cadmium < 5 < 5 < 5 < 5 < 01034 Chromium < 10 < 10 < 10 < 10 < 1 01051 Lead' < 50 < 50 < 50 < 50 18 71900 Mercur F674 < 0.5 < 0.5 < 0.5 < 0.5 < 01147 Selenium < 5 < 5 < 5 < 5 < 01045 Iron 141 136 22 992 101 01055 Man anese 3B 18 38 430 1< 00951 Fluoride (m /1) < 0.1 < 0.1 < 0.1 0,1 31501 Total Coliform - MPN > 16 > 16 > 16 _ < 2.2 > 16 > (colonies per 100 ml) 35 North Ann Street / Asheville, North Carolina 2BB01 / (704) 254-7176 IUF�nY�pti(ll 0��U((11��U�I Don Hathaway U UU �YYY(tt�� Y�W. D' J. Hathaway Associates Lo 66 ckley Avenue Asheville, N. C. 28804 SAMPLES 1 OOLIECIION IATE August 19, 1967 25V 3.7WL. MOEb)�i Storet Nuaher PARAMETERS Results in MG/L unless otherwise noted 1 70300 Total Dissolved Solids 277.6 00940 Chloride 1.0 00081 Color-Chloro Latinate -A arent 17 32730 Phenol (u /1) 15B 00620 Nitrate 0.21 00615 Nitrite 0.06 Endrin <0.0002 Lindane 0.00005 Nethax chlar <0.001 Toxa hens <0.005 214 - D <0.0005 2 4 5 - TP 5 lvex <0.0001 Chloroform <0.0020 ' Bromodichloromethane <0.0020 Chlorodibromomethans <0.0020 Bromoform <0.0020 • Total Trihalomethenes <0.0020 Radium 0.0 Gross Alpha 0.0 Gross. Beta 5.323.1 H (standard units) 10.65 Stoat Number METALS Results 1n ,uC/L 01002 Arsenic < 10 01007 Barium 19.600 01027 Cadmium < 5 _ 01034 Chromium 01051 Lead 71900 Marcur 01147 Selenium 01045 Iran P613 01055 Manganese 00951 Fluoride m %1 31501 Total Coliform --MPN (colonies per 100 ml) 35 North Ann Street / Asheville, North Carolina 28801 / (704) 254-7176 eouiroameo�ai Don Hathaway . D. D, Hathaway Associates 11 �� 'YY' 66 Lackley Avenue I U Wi Asheville, N. C. 28804 SAMPIES 4 OOLIEMON 13M September 21 1987 35 North Ann Street / Asheville, North Carolina 28801 / (704) 254-7176 enuironmeabai Don Hathaway D. J. Hathaway Associates �.:+� tlY' rYtltltl 66 Lockle Avenue Asheville, N. C. 28804 CONTAMINANT MAXIMUM CONTAMINANT - STANDARD TYPE Total Dissolved Solids 500 mg/1 (3a) ' Chloride 250 mg/1 (3a) Color Phenol 1.0 LOA (3a) Nitrate - 10 mg/l (113a) Nitrite Endrin ((3)=0.002 ug/1) 0.0002 mg/1 (112) Lindans ((3)=0.01 ug/1) 0.004 mg/l (112) Mathoxychlor ((3)=0.03 ug/1) 0.1 mg/l (192) Taxaphene ((3)=0.013 ug/1) 0.005 mg/1 (1,2) 214-D 0.1 mg/l (192,3) 2,4,5-TP Silvex 0.01 00/1 (112,3) Total Trihalomethanes 0.1 mg/l (1) Radium 5 pCi/l (1) Gross Alpha 15 pCi/l (1) Grass Beta 4 pCi/l (1) PH 6.0 - 9.0 (3) Arsenic 50 LOA (11213) Barium py� l �I� 1000 ug/1 (1,2,3a) Cadmium ((3)=2.0 ug/1) 10 ug/l (112) Chromium 50 ug/1 (lt213) Lead ((3)=25 ug/1) 50 ug/l (1,2) Mercury ((3)=0.2 ug/1) 2 ug/1 (1,2) Selenium 10 ug/l Iron ((3)=1000 ug/1) 300 ug/l (1) Manganese 50 ug/1 - (1,3a) Fluoride ((3=1.8 mg/1) 4.0 mg/l (1) Total Coliform ((3a)=50 colonies per 100 MIS) 1 colony/100 mis (1) Fecal Coliform ((3b)=200 colonies per 1CO MIS) loon colonies/IOU MIS (3) SOURCE TESTING / AMBIENT AIR / WATER / WASTEWATER / HAZARDOUS WASTES 35 NORTH ANN ST. , ASHEVILLE. NORTH CAROLINA 2SaOI / PHONE 704/2544196- s�iroamea�al �ss�mq tac. STANDARD TYPES M - Drinking Water Standards (2) - Ground Water Protection Standar-ds (3) - Freshwater (surface) Standards (3a) - WS Class (more stringent) (3b) - B Class (more stringent) - No Limit Found for North Carolina HATER OUALITY STANDARDS MR a FRESHWATER CLASSES Standa-ds For All Hprt 5t:inotnt Standards Para-.e: Fresnwaters To support Additional Uses WS Classes Class e Arzenin,(ug/11 - 50 Barium (mg/1) - - _ 1.0 Beryllium lug/11 - 11.0 _ Cadmium (ug/1) 2.0 (TRI Chloride (mq/1) - 250 Chloride, total residual lug/11 (TR) Chlorophyll a, corrected 09/11 (N) Chromium, total fug/1) - 50. _ Cobalt (mg/1) 1.0 - - Coliform, total (HFTCC/100m1) - 50(NC)(41 Coliform, Fecal (HPFCC/10(hill 10000C) 200(NC) Copper tug/1) 15 (AL1 - Cyanide (US/1) - 5.0 Dissolved gases (N) Dissolved Oxygen (mg/1) - 5.0 (TR)(SW)(11 Fluoride (mg/11 1.8 - Hardness, total (mg/1) 100 Iron (mg/11 1.0 (AL) - Lead (ug/1) 25(2) - - manganese lug/1) 50 , HBAS (US/1) 500 Hemury (ug/1) 0.20 Nickel lug/1) 50(2) 25 Nitrate Nitrogen (mg/11 10 Pesticides tug/ll Aldrin d.002 Chlordane 0.00e DDT 0.001 Demeton 0.1 Dieldrin 0.002 Indosulfan 0.05 - endrin 0.002 Outhion - 0.01 Beptachlot 0.006 Llndane 0.01 Neehazychlor 0.01 Aires a 0.001 Parathion 0.04 Toxaphene 0.011 2,s-D 100 2,4,"P (Silvez) 10 PH (units) 6.0-9.0(swl Phenolic Compounds (ug/l) (N) 1.0(NC1 Polychlacinated Biphenyls (ug/1) 0.001 Radioactive Substances (N) Selenium lug/I)' 200) Silver (ug/1) 10 (AL) Sonde, total dissolved Img/1) Sao Solids, suspended (H) Sulfates (mq/1) 250 Temperature IN) _ Toxic Substances (N) Trielkyltin lug/11 0.008 - Turbidity (N) Zinc (ug/1) 50(AL1 Note: (N) See 2B .0211 (h) For narrative description of limits. INC) see narrative description for specific Classification. (AL) Values represent action levels as specified in .0211(b) (O. (SWI Designated swamp waters may have a pH as low as 4.3 and dissolved am ygen less than 5.0 mg/l if due to natural conditions. MR) Designated trout waters have cadmium limit of 0.e ug/1, a total residual chlorine limit of 2.0 ug/l and dissolved oxygen must be at least 6.0 mg/l. (1) An Instantaneous reading may be as lmr as 4.0 ug/l but the daily average must be 5.0 mg/1 or more. , 12) or if more stringent, 0.01 of the 96-hr LC50. Ill Selenium limit for ponds, lakes, and reservoirs is 5 ug/l. (4) Applies only to unfiltered water supplies. 4 ?5 surface water sources in whole or in art. The maximum co" ntammtHanc -1 vels for turbidity In drinking water, measured at a representative entry point(s) to the distribution system, are: (1).P4e turbidity unit (TU as determined by a monthly average pursuant to .1673 o this Section except fhat live or - - fewer turbidity units may be allowed if the supplier of water can demonstrate to the department that the higher turbidity does not do any of the following: (a) interfere with disinfection, (b) prevent maintenance of an effective disinfectant agent throughout the distribution system, or (c) interfere with microbiological determinations. (2) Five turbidity units based on an average for two conaecut ve aya pursuant to o tt ig t1on. History Note: Authority G.S. 130-166.43; P.L. 93-523; 40 C.F.R. 141; Eff. September 1, 1979. .1615 MAXIMUM CONTAMINANT LEVELS FOR ORGANIC CHEMICALS The following are the maximum contaminant levels for organic is calculated pursuant to . levels for organic chemicals this Section: Level, milligrams per liter (1) Chlorinated hydrocarbons: Endrin (1,2,3,4,10, 10-hexachloro- poxy-1,4,4a,5,6,7,8,8a-ccta- hydro-1,4-endo, endo-5,8 - dimethano naphthalene). Lindane (1,2,3,4,5,6-hexachloro- cy-'-ToTexane, gamma isomer). Methox chlor (1,1,1-Trichloro-2,2 - s kp-mernoxyphenyl) ethane). Toxa hene [C(10)H(10) C1(8) Technical c orina a camphene, 67-69 percent (2) Chlorophenoxys: 2 4 D (2,4-Dichlorophenoxyacetic acid) j%jT41P Silvex (2,4,5-Trichloro phenoxypropionic acid) (3) Total trihalomethanes (the sum of the concentrations of bromodichloromethane, dibromochloromethane, tribromomethane (bromo£orm) and trichloromethane (chloroform)). History Note: Authority G.S. 130-166.43; P.L. 93-523; 40 C.F.R. 141; Eff. September 1, 1979; Amended Eff. September 30, 1980. 0,0002 0.004 0.1 0.005 0.1 0.01 0.10 (40) 1' (b) The following are the maximum contaminant levels for inorganic chemicals other than fluoride: Contaminant Level, milligrams per Liter_ Arsenic---------------------�-_-_--------- --- 0.05 Barium-------------- ------------------------ 1. Cadmium------------ 0.010 Chromium------------------------------------- 0.05 Lead----------------------------------------- 0.05 Mercury-------------------------------------- 0.002 Nitrate (as N)------------------------------- 10 Selenium------------------------------------- 0.01 Silver--------------------------------------- 0.05 (c) When the annual average of the maximum daily air temperatures for the location in which the community water system is situated is the following, the maximum contaminant levels fo fluoride are: Temperature Level, Degrees Degrees Milligrams Fahrenheit Celsius Per liter 53.7 and below ---------- 12.0 and below --------- 2.4 53.8 to 58.3------------ 12.1 to 14.6----------- 2.2 58.4 to 63.8 ------------ 14.7 to 17.6----------- 2.0 63.9 to 70.6------------ 17.7 to 21.4------------ 1.8 70.7 to 79.2------------ 21.5 to 26.2----------- 1.6 79.3 to 90.5------------ 26.3 to 32.5----------- 1.4 Fluoride at optimum levels in drinking water has been shown to have beneficial' effects in reducing the occurrence of tooth decay. (d) At the discretion of the Department, nitrate levels not to exceed 20 mg/l may be allowed in a non -community water system if the supplier of water demonstrates to the satisfaction of the Department that: A l ) Such water will not be available to children under 6 months of age; and (2) There will be continuous posting of the fact that nitrate levels exceed 10 mg/l and the potential health effects of exposure; and (3) Local and state public health authorities will be notified annually of nitrate levels that exceed 10 mg/1; and (4) No adverse health effects shall result. History Note: .1617 MAXIMUM The following radium-228, an water systems: (1) combined Authority G.S. 40 C.F.R. 141; Eff. September Amended Eff. September 30, 130-166.43; P.L. 93-523; 1, 1979; April 1, 1982; March 31, 1981; 1980. CONTAMINANT LEVELS FOR RADIUM are the maximum contaminant levels for radium--226, d gross alpha particle radioactivity in community radium-226 and radium-228--5 pCi/1; (40) i w- ROSE DIAGRAM U.S.G.S. TOPOGRAPHIC MAP (BURLINGTON NE, MEBANE QUADRANGLES) ROSE DIAGRAM SHOWING MEASURED DIRECT- ION OF FRACTURE TRACES (LINEARS) WITHIN THE AREA TRAVERSED AROUND PROPOSED QUARRY SITE PLATE: 1 W- ROSE DIAGRAM ROSE DIAGRAM SHOWING MEASURED DIRECTION OF FRACTURE AND JOINT TRACES (LINEARS) WITHIN THE AREA TRAVERSED AROUND THE PROPOSED QUARRY PROPERTY (SEE EXHIBITS 3 L 4) E PLATE: 2 ROSE DIAGRAM ROSE DIAGRAM SHOWING ATTITUDE TO SURFACE OF MEASURED FRACTURE AND JOINT TRACES (LINEARS) WITHIN AREA TRAVERSED AROUND THE PROPOSED QUARRY LOCATION AND ON THE QUARRY PROPERTY (SEE EXHIBITS 3 S 4) PLATE: 3 If 4 MpiCN LINE INSERT 6 �— m _ / roeo o° i ACLYDE LEE ARR JR. \1 -- INeo°z� i1"E'-���^' JOHN J. NIGK� �c �����, .:. 14 W N85° 63321 �N09P Oo 25 E r\ _ h° N gs -a-na ie�si s _ y cno _ - — Y sloe R_E. FAULKNER, et as ff ��J - ass 36 s rvboa e g°w ?Afoo "v� % V r I I f � � 30�_HIG B RN1 \, (OVER UR N D POS4,Lj dI �r V C s %\ INN �Ja(J16 --_"� -ems. �. ._ �A[% '—�-----•_�. MARTIN MARLE TZA OV� > ice CORP. oMN w. sMtrH zr I _� B�� �A R� G� 2p HIGH \ o �� (OVE BURDEN DISPOSAL? 2O, 1lI(,11 �VR� a _ 8 RMRM'� R^� \ �,`}-Q j� _.c`y \ ��SpO...\\13 b2 08 ERT S -' G � FON VILLE � ��� T RRY W_RUDD m I a , 4 II ^L£ J t" ( .� �� O ��.' v MONO• PIC 1 "I rTI AI IAM H_ �'� FONVILI E i P t17U1� SEC ATED USE jE2EA u�aIIIw� �g-�CE r v jm HYDROLOGY •l �� aRT��� �� WELL J REL�CATED-� - ? MARIcTT4 'Q I L � � T I WELL,AO' ICL �� STOPLANT AND W_ JERRY FONVILLE ti s / \ _ A � PI L R _ N 85"31 •3? E — �3 Or � / � � "—� �� � � `� � � CK E AREA �. oI �—If1 il P r -, _ o1 avE� Fsuczq� ? �_ fiNI Fb �� Pf�OJ�CTED TIAL QUARRY ��� �� �(J - :> �e IIo Ifr�UARR ,, AREA l� RETENTION S _eeZa> E_-- / , 1 I RETENTION BASINS �I _ I 12 Ac._ i HYDROLOGY_ L f_ a1 t7 i`WELLTHOMAEXPANSIO�i FULLERS E. 1 2 — - II� \ 1 I Cf - �ice\ PLANT,AND :n w I seTTL�Nc//. _ _ - 0CK EA o S� PILEI A z i f \` 11 NN / cLA ENCE - ff IT I f yP �e i _ L , _\ CHARD Of E HIGHBERM ;° sRIPMAN \ Iff _ Lf I/ I\. '� 'i s. STORMWAwER m �� P4E M. FLDR4NCE / � �� u 00 YR. LRETEaTIu� LJ'� "��.a �� ' FOOD PLAINS --Za� H aA� Al JU) �. _ -.; � , � N MINE MAP D, \ LUCK* I . � J \ 1 �� ��� /, NEOURLINaTON PLANT � �� i �� C4�gOPN� 0.la mance Courtly, N.G. MINE MAP PREPARED BY i JV ��� '� •s� �{ , i� �ALLEY, WILLIAMS, CARMEN 8 KING, INC. If N DATE ED II � ITT .,;E ,U.E a, , I IN 1 / � � � � TOPOGRAPHIC MAP PREPARED B ,� D v,eam .n a s Y �. L _ mnroN 3AMU€-[-OW.YNfJ� F - ATE OF MINE MAP 1 OCT 19e7 JOB 'VQ BY itl i . NE iNst R-T DIVISION OF ENVIRONMENTAL MANAGEMENT Groundwater Section ntue1vtu JAN January 13, 1988 131988 L4P .a nVA1.1T r SEC i70h MEMORANDUM TO: Tom Carroll THROUGH: Bob Cheek f-V­ FROM: Ann M. Borden 4-1,49 SUBJECT: Luck Stone Quarry Site The permit application submitted indicated that monitoring wells B and H9 were to remain to observe drawdown effects before impacting local wells. Our separate analysis concurs with Adolf V. Honkala and Associates' evaluation, but we would recommend the installation of one additonal monitoring well (placed mid -way between B9 and B8) in order to observe drawdown. It is recommended that water levels be taken monthly one mining has started. Referring to pumping tests on page 4 of their report, it was stated that "the test conducted in this report showed very little effect" (on drawdown in adjacent wells). I could not find any results. TF available, .hey would aid us in assessing the impact of drawdown. High levels of barium were found in all water samples from wells on the site and adjacent properties. These concentrations may need additional consideration if the water pumped form the mining operation is discharged into surface waters. AMB/bhl NO, . iwYJ 'S•9:, l • �,�,Al AlmaIf i. r ., i amf "NA or jam of at 406 ' '� • - 'f• --.� -- w• � , I •y w, a }/• ��•,-..Y 4*DENCE WELLS WITHIN 500' OF PROPERTY LINE mom m • WADE KOCK; DRILLED WELL 200' DEEP v. f • • �?} JOHN NICKS: DRILLED WILL 174' DEEP ••'�t' '� / 0) CLYDE WARREN: ➢RILLED WELL 200' DEEP - { "3A. CLYDE WARREN RELATIVES ! !' ,. 3 B. JAMES OVERMAN • • -• + , • _ 65 • * KENNETH CONKIN: BORED WELL 32' DEEP 0 FLOYD WARREN: DRILLED WELL 125' DEEP '�• APPERSON REALTY: DRILLED WELL DEPTH UNKNOWN •: •r • r MICHAEL TERRELL; TWO BORED WELLS DEPTHS UNKNOWN • f *lt + Vr RORERT FARMER: DRILLED WELL 125' DEEP �a. � 104HELLE WALKER: BORED WILL 35• DEEP w Y WALTER FONVILL£ (ygNE PLACE) DUG W£bL 30' BEEP r• RUDDz (ABANDONED FARMHOUSE) DRiLLEU WELL DEPTH � UNKNOWN • " ra}w,. s F N- £.. OA 661 ,..., MEMO ,\ ro 51�,+1jl�rnrl+i 11 .�. i...�....� •r• •� % AI---�- ' t9 •+ I • �T• 1 41-5 Ara .' ar 1� •' _ 1.T:8 AT-9 IJ AT c1 655 4 • w w { r . 1 i , i J am AT (E aT I AT 1 AT' AT' AT — . ► ' µ r ` ► : ; r, �,��, Z s.. J AT22 AT-2 Ar �a . • AT � �1 /f m A a - ` • r i % J la r R r PE Y L I N jj • ? ,.ir ♦ �� w- nve � 46 Na Na f / ♦ ! « •• j • (• �.�• « • _fi 61 +� n e or Joe mama 40 sit m, CORE HOLE aa 63 ! • • i R T W� K 110 L C PI,JCc�T DATA Mn P v Wt-`TER QUALITY TEST • LOCATION MAP 6 1-IOWING-,LOCATION OF EXPLORATORY HOLESr WATER • MONITOR WELL )� WELLS WITHIN 500 FEET OF PROPERTY LINES INCLUDES j DEPTHS AND OWKIF APPROXIMATE LIMIT OF �. � MUNICIPAL WATER ,. MUNICIPAL WATER, WATER QUALITY TEST LOCATIONS �_ -- SERVICE � •.- AND MONITOR WELLS N • _ PROPERTY LINES AND 6 6 HOLE LOCATIONS ARE v �, y - • APPROXIi'y'l�`ETC ((` aI d Average Dip NW Strike �- 790 Average 5P NE Strike 7 ° 1` r I Net • r M _ � 661 �1 5Y>=rxx ' KEY 1.� 11 CeJ •� f •' \`r /� : , y` ^ .. •• Luck Stone —�� iii„y i4• E Corporation _ _ • .� Property Lirte �' ICI',' / ' • 9 Proposed'Quarry I Outline fJ�- I •� 0 I ' • 0 Major Fracture ///+++ Major Groupings 41 J 11 cs •' \ Minor .Fracture • x � • . • \Trace Groupings • FRACTURE TRACE (LINEARS) MAP • • i� i♦.�6'pJ�> l / >70 / / ✓ FRACTURE TRACE MAP (284 FIELD MEASURED LINEARS) = 1000' SHOI.ING MAJOR AND MINOR FRACTURE TRACE GROUPING �s = Scale: 1" DI RI:CTIONS AROUND PROPOSED LUCK STONE CORPORATION G QUAL'RY SITE, HAW RIVER, ALAMANCE COUNTY, NORTH / CAR�LINA ' • ` EXHIBIT: 4 9/8/87 yw 1 I� s �to 6so / O •.Ir 66/ \ �" •.. 5D . M.� - p.' ,/ate•, . �TIr: Q•• KEY •' • • �•�, J Luck Stone �'''� , T \ V\• / Corporation /•;j-- � � .: 9 {. Property Line' too �/I �j �\ • ; Proposed Quarry %� � • � � • � outline I � •64 C , • • •• i Surface Water .� 0 I• • 00 Divide �D II J t� • Surface Water 1111ii1111\\ • �1�+ • • Flow Direction O "I -O SURFACE WATER FLOW MAP . • J� � 6pJ���J \I/ MAP SHOWING SURFACE WATER FLOW DIRECTIONS _ �L IN AND AROUND THE PROPOSED LUCK STONE ,� ' Scale: 1" = 1000' CORPORATION QUARRY SITE. HAW RIVERr ALAMANCE COUNTY, NORTH CAROLINA I 6 6 of EXHIBIT: 3 �� jjjIli! �I�i!I ij j� �I ����,.ii � � i � �I i I j i�ljli�,! � I � i ,�I I 'i � I I I I� I I it i( I i I � I' � I i i I�' l i I� i � � � I I I �, I •� � 1 I �, � I I I. I j � I I I li ' i � I �� �i.� I���j gill, �li���i,l � �!�� ' I *� t �� � g� 5��� � � � I I � � � ��, ,off � � � i �' i . I � � � � � � � � �� ; �� . S �� 3 � � � . � � � � i i �r �/ •y`YwrM•r f••.V•\VM • YV•.MY r•.••+r �r Yw•M• liq- itJIL�EA FCNMTLLB (OWN Pi.ACB ) DUO VSLL 30' '' * f' At�QD t (bBANDQ D RARMHOUBE I DRILLED WELL UKKNOWN all •� �� y - MAC 4NE INSERT X 1 A k `� .� re 11 n e..� i+an oN a` 'C Cf.TDE LEE ARR�tJt JR. I �6 w s I / "., gc° dOHN d. NICKS Rao'zi to «.. .'.. ^�,If '' nes°sa'o�'e—'_- s -+ .mot _s33zt_ ns�on as �-t 1 All Wf �'t s < _ .t. _ M �I _- T _she _ R.E. FAUIKNE i ux o ur {N7 i WE, I wV 9Y5a� , r t 1J A 99 I� \s R e 11 (OVER R .9 Cry t � a .I I _ - ' ilA� I w>�' A�� - N- "" -� ., f �' >�, i MARTIN MARIETTA W s LEW, 94 nc. 1HIGH cf a.._ I. f� s��s,`_.- r CORP. tQV� 'BURDEN 011-PO SAL) � % 20Hick s. Fo > R aoe — ? �M�.� h ��-zI•za•E V ------ POSER NVILL "i y�• ( ( .j i 8T PM. 1 Q� WEE,m.. A I ..,.. A A R St Fa ASAN Y R �rG l iI WELL � � t � i !� JERRV W. RUDD rIf /�aLE ' TarCH o_ SUIt'DOW FIX e� N W ILL (AM N. PONVIL.E t i % _ t' 0 TURD ELATED UEk� TrI x )J to 'O I NfCE ¢ C m l.. .�� �� j It �� 0 _.. T HYDROIOGV _ •I i MARTIN WELL _ ��d� /� �` �� _ CORPMARIETTA w -- t i 19/ , t>:I�� �� �.` �P i W. JERRY fONVILLE '2 - i y. A � v � �� � (PLANT Nt0 i STOCKPILE AREA ti If if �` A H Y G R 0 L C 6C — _ C\1 i i -. WELL > f II If r r� {'IAREA Y - t - 7TIAL 4UAR — — — ---- rear RET \ (0 EA. - EA '��_ NwAl`R-� i3os- ------ •a`I `� �� r,_ 1 WELL oav_ EXPANBIO .� �� ' -- WELL - THOMAS E. AL e 1 _ 'WEI, _ ��� �. - ' FULLER al ��EEE IF ?� 1 if IE _,. ILL�`f /' _ SfSCKPIL�F' AREA 1�. U ---- a i i L �f ^, n EIII' � Iif i i NI T _ I CCE N. . FULLER 1 F. L / — - \, A r t� _ P _ l If If Et „ 1 -� TUR 2p N cNP IEL k t- �._ _ _ � BERM SNIP AN �� �G �. /`i s x F!1 J �,� � � �WEE,i Ii �-ner^a3 Ea"w "* �.gC �� �. i' �� -.« If i�. ?RED M. fLOR NCE �> /II H YCRORGY t� A k 1� HI �!r / tOfl YR aTE°reNTlo� Ei �PMAN WELL _ % � �e oF.Nwa� � �. � ti / FLOOD PLAIrV �w � —Ei LEEif t�� MINE MAP "� 1 A� �; c �,�uIcnw ±� I, BURLINGTON PLANT �� '- _ '�� Aiemance County. N.C. MINE WILLIAMS, CARMEN 6 KING N _ ALL SCALE .fe Q. IL oTEO PPING e 1LIST "? xr OniE OF MAPP MO - �JVNE 4, lie} nevtsw uUNe e.Isea �� i TOPOGRAPHIC MAP PREPARED Y >/,.TE OF MINE MAP 1 OCT 1987 i MATCH LINE - � >e'r Ie IAEi� �, `�1 ) �( r _ �_ -_., 'au"� .A " JY _ " ° "` JOB NO. 67111_1 REVISED 01/25{30 pd9 LEAL 4, ¢BA