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Home My WebLink AboutNCG021031_Site Plans_20240122 �I � � y r a e�y . y M ' f f i f �1 f r ) �• F ; a �� h [ Wit•' � ' , � - �^G+k#+� v.I t -{F'`��4+ vt 1 � -�•n' j� ��jy{�sj''; c ��Yt �ga)'�4y` r. ' , 3 - Barnhill Contracting Company FF Creech Pit ` { Lenoir County + a N M r , 17 16 Austin Jarman ,4 12/13/2023 215 - + ` Adjoining Landowners Legend 12 , 3 1 . Cassandra Etals Strong 2. Annabell Heirs Harper . 3. John B Smith Jr. 4. Octavious Heirs Brown -P 5. Donnie Ray & Dorise H Ervin '* 6. Debra J Koon 7. Shelton W Heath 8 . Donald B Moye 9 . Edwin Albion Jr. & Linda Little 10 . Richard T Sugg 11 . Beverly Lynn L Etals Wiggins 3 8 ram, y gg 12 . Mary Glen Jones 13 . Henr Earl Dixon ,g _ . 4: y 4 14. Ethel D Etals Jones ° 15. Robert Allen & Eula R Dixon a? 16 . Barbara Jean Dixon 17. Barbara Jean Dixon 18. Nicholas E Sr & Eleanor Harvey `` rol. 19 . John W Creech Jr. Barnhill Contracting Company Creech Pit l , Grifton, NC Lenoir County t Austin Jarman 12/13/2023 1409 I � I Legend -'�_~It, _ _ Creech Pith 04 _ Permit Area _ tj C '2 a _ t}i'''h�y 1 IF Y, • - �= � ! tel: �, • .�,' . . .. � :._i �_ - ,_, ti_�' jf-ram. ..'.`- /�_�... \C.x �� f • i .:y: 9.. _ J I -� f•. • R A 1704 1939��' �• 1724 OT o ec o _ � Q r ` i a. GKEEGH PIT j ' W XVN OMA M D f5 E REN ERV 37.5 ACRES LENOIR COUNTY \ / ` �. •. w _.� .w_.. w .�..re 7 �\ j� p�agaEClKNpr_�ytle.ryryp RIP-RAP MRON DUAL STONECIIECKDAMDETNL 16 mro / CONSTRUCTION SEQUENCE O ALL SOILS,MINERALS ROCK GRAVEL AND WASTE OR OTHER MATERIAL OUGHT`*ONTO OR REMOVED TOO F P MI THIS SITE ST ROM ANA ROVED PERTTED ACILITY BE HAULED efe . 1. CONTRACTOR SHALL CONTACT 811 ONE CALL CENTER FOR - G/(B et•es.,........�._�� "• '�.••••••� LOCATIONS OF EXISTING UTILITIES 48 HOURS PRIOR TO 2. INSTALL CONSTRUCTION ENTRANCE ON HIGHWAY 33 AS SHOWN. MAINTAIN CONSTRUCTION SITE IN A CONDITION TO PREVENT MUD OR SEDIMENT FROM LEAVING THE CONSTRUCTION SITE. MUD AND DIRT TRACKED INTO THE PAVED AREAS MUST BE - j; Paw.r•Le.ea A.. '�,� REMOVED IMMEDIATELY. ALL CONSTRUCTION TRAFFIC IS TO USETHE CONSTRUCTION ENTRANCE SHOWN ON THIS PLAN. /- \ •== •_�- 3. CONTRACTOR TO CLEARIGRUB ONLY THE MINIMAL AREA.TWO / nMMMnueAu SMALL AREAS INSIDE AREA#2 EXCAVATION LIMITES.NO OTHER CLEARING OR GRUBBING WILL BE NEEDED ONSITE OTHER THAN ALONG THE EAST SIDE OF THE HAUL ROAD. 4. CONSTRUCT TEMPORARY DIVERSION DITCH ALONG THE INSIDE °t" - ryf` \ ✓� Adjoining Le"aonw• OF THE EXCAVATION AREA AND INSTALL CHECK DAMS/ s 10 TEMPORARY ROCK SILT CHECK TYPE 8(NCDOT 1633.02)AS \ p 1, R a E. ecreem 13, M•ycnd Joow NEEDED TO CONTROL RUNOFF. �\ p x. R R Do on 1S. Eli 0 d Dawn 5. INSTALL SILT FENCE AND SILT FENCE RELIEF POINTS AS °rv�e°'""'"e A'^a \, 1 s Cio e.s c Jr 1a E1jw a erei .Euls s. Don R Rrwm 15. RaM4AM"a onROLmI NEEDED AROUND THE PERIMETER OF THE EXCAVATION AREA A� S. D Raraoodae N,6Nn 1a. eMeere.j D'�m 6. PERMANENTLY SEED AREAS THAT WILL NOT BE RE-DISTURBED. \ / \ a Dah J.Koon n. B.m .jean Do. DO NOT ALLOW ANY DISTURBED AREAS TO REMAIN DISTURBED �\ T. snen w.N•en 1a. Jwn w.a•.m J.. ANY LONGER THAN WHAT IS NECESSARY SEE TABLE BELOW FOR e. Donau R.Moi ( \�� / \� B Edwn Anton Jr.IS LmM Li TIMEFRAME REQUIREMENTS) BEFORE STRIPPING OR ANY OTHER '� 1 t5. Wawa T.sogg LAND DISTURBING ACTING INSIDE THE EXCAVATION AREA, �, � fl. SwwyLym F-iwxseg". CONSTRUCT TEMPORARY DIVERSION DITCHES(IF NECESSARY)TO 'DIRECT SEDIMENT LADEN RUNOFF TO BASIN 7. ONCE ALL EROSION CONTROL ITEMS HAVE BEEN INSTALLED �`--_-_ ---------—� S AND THE SEDIMENT BASIN CONSTRUCTED,EXCAVATION SHOULD BEGIN WITH THE REMOVAL OF ALL TOPSOIL AND THE TOPSOIL ea'EMi.IIwIeMJ.MOj.etljb. T USED TO BUILD THE STOCKPILEMERMS AROUND THE PERIMETER OF THE EXCAVATION AREA. -"-' �! •s^--� '� 8. THE EXCAVATION AREA WILL BE MINED STARTING AT THE BACK TO ALLOW THE WATER TO BE PUMPED INTO THE SEDIMENT BASIN. C/�,- - 8. ONCE THE EXCAVATION AREA I LARGE ENOUGH TO HOLD AND U7�Oc MAINTAIN THE PROPER AMOUNT OFF WATER REQUIRED THE TSEDIMENT HEN BE EXASIN IID.THEN BE REMOVED AND THAT AREA WILL i ---= --� 18 .Se:....a..A:..._......,......._ II(L ADD ADDITIONAL SILT FENCE CHECK DS,AS OR REQUIRED,BELOW THE SEDIM NTNBASIN AT THE LOWEST L MIITT OF \ --.- jl 3 SILT FENCE OUTLET DISTURBANCE TO CONTROL ANY SEDIMENT RUNOFF. )) r 11.AS THE EXCAVATION PROGRESSES,GRADE THE SLOPES AT A O 7 O W 3:1 ABOVE THE WATER LEVEL AND AT A 2:1.OR NATURAL ANGLE OF Z REPOSE,BELOW THE WATER LEVEL. 12.SEED AND STABILIZE SLOPES AND DISTURBED AREAS ONCE T _ THEY ARE COMPLETED. /' i ➢ - saaat>a. 13.AFTER THE MINING IS COMPLETE AND ALL DISTURBED AREAS -- � afN _ ARE STABILIZED,REMOVE ALL TEMPORARY SEDIMENT AND EROSION CONTROL DEVICES. A �.. �_.- I O I I'Taal..M WE I1 l LEGEND \.\ \ 1 �E�NiMNC CMRTRDETAIL = � f - - ajoatorla— vw sonsain ai ti ,pp, V�J _ry a is ■BARNHILL -' 06 CONTRACTING ALlY FN49F➢ INCOMPANY = _ q�v BW rmm eiM.Sua Soo.CA eaNA 278 r- - .►wrr r jw.n ins.nos Fmuo. w�.v.uo.eFvmm .wsww awm.o r ROCKr MouNT,NaarR craouNA neon_ pw �"'" GleeaeT nsreerm A<Igai PIT NAME: Cre mi Pit ad 2 3 �•a^��- _-_- .�,�, '•'� _ -� - ___ DMNFA: Start Cmtriti C.ani _ _ .om egLttAN1II/,1KMle6PA8 �^„v,� -9_ DSANN BY:Iwrt'+I bm ran asking Ill ® _ LL :.ea' ry ,a¢ad'.CiSI AiifeA.... a .s..... _- CQXITT, lenwr urn ¢ �- •'0Pe'�"..ew..d C ��- SCALE: 1'. 15W �_ ... / /x033 11,: 'C. ' ter' DATE 12 � U KEEL• • • ' • / \.....� / �'� Pn4r WRXI_MCCN]M.I N/,iE00FF5NE EARIXEN Ile E1iNL �Iy y ._ ` 37.5 ACRES LENOIR COUNTY ' ` �yypyg�LypH pF RyA� RIP-RAP APRON OLTNL STONE CHECK GIM OETNL �q N CONSTRUCTION SEQUENCE O 14 i+ "ALL SOILS,MINERALS,ROCK,GRAVEL,AND WASTE OR OTHER 13 0 oN q=^=-•^-=='=='===� MATERIAL BROUGHT"ONTO OR REMOVED FROM THIS SITE MUST BE HAULED TO OR FROM AN APPROVED PERMITTED FACILITY.1. 12 BP ��,�....r• .� ��.. OLOCATIONS OFEX S7 LL CONTA ES 111 HOURS PRIORN ONE CALL OR FOR C]�CQFRrsC Ilwte.,."..- s '�qy 2. INSTALL CONSTRUCTION EGINNING CONSTRUCTIONENTRANCE ON HIGHWAY 33 AB - • SHOWN. MAINTAIN CONSTRUCTION SITE IN A CONDITION TO PREVENT MUD OR SEDIMENT FROM LEAVING THE CONSTRUCTION f SITE, MUD AND DIRT TRACKED INTO THE PAVED AREAS MUST BE _- REMOVED IMMEDIATELY. ALL CONSTRUCTION TRAFFIC IS TO USE Q THE CONSTRUCTION ENTRANCE SHOWN ON THIS PLAN. 3. CONTRACTOR TO CLEARIGRUB ONLY THE MINIMAL AREA,TWO SMALL AREAS INSIDE AREA A2 EXCAVATION LIMITES.NO OTHER m \ CLEARING OR GRUBBING WILL BE NEEDED ONSITE OTHER THAN ALONG THE EAST SIDE OF THE HAUL ROAD. >. Lnery 4. CONSTRUCT TEMPORARY DIVERSION DITCH ALONG THE INSIDE OF THE EXCAVATION AREA AND INSTALL CHECK DAMS/ 10 ,, Cxxn6n EMM CL.m t2. M.ry Glen bnx TEMPORARY ROCK SILT CHECK TYPE B(NCDOT 1633.02)AS ?. Rx.M.Ew4 t 16. Mal la G n NEEDED TO CONTROL RUNOFF. \ B. mN e.Smx Jr 14. Ewl G.Enls JP„x S. INSTALL SILT FENCE AND SILT FENCE RELIEF POINTS AS T,, / 4. GeBNwo.Ne..B. 15. R AW aEW.ROum NEEDED AROUND THE PERIMETER OF THE EXCAVATION AREA. p s. Om,me R.Yaomx H.ENN 16. B.nm.Lxo a..� 6. PERMANENTLY SEED AREAS THAT WILL NOT BE RE-DISTURBED. i e. sere�.%oo� 1]. B.roBn�xtt m., DO NOT ALLOW ANY DISTURBEDAREAS TO REMAIN DISTURBED / T. B sld w.XxM +e. .lmn W.cre.rn n. ANY LONGER THAN WHAT IS NECESSARY(SEE TABLE BELOW FOR c. Ear bio .s Lma.Little TIMEFRAME REQUIREMENTS).BEFORE STRIPPING OR ANY OTHER 10. R dT,Sugq LAND DISTURBING ACTING INSIDE THE EXCAVATION AREA, ' 11. B.xttrLmN E00:wegle. CONSTRUCT TEMPORARY DIVERSION DITCHES(IF NECESSARY)TO DIRECT SEDIMENT-LADEN RUNOFF TO BASIN. T. ONCE ALL EROSION CONTROL ITEMS HAVE BEEN INSTALLED O ^ AND THE SEDIMENT BASIN CONSTRUCTED,EXCAVATION SHOULD BEGIN WITH THE REMOVAL OF ALL TOPSOIL AND THE TOPSOIL - 6q E.xm.r+asr+s+'c'.•4'x' USED TO BUILD THE STOCKPILE/BERMS AROUND THE PERIMETER I OF THE EXCAVATION AREA. B. THE EXCAVATION AREA WILL BE MINED STARTING AT THE BACK C TO ALLOW THE WATER TO BE PUMPED INTO THE SEDIMENT BASIN. - / 9. ONCE THE EXCAVATION AREA IS LARGE ENOUGH TO HOLD AND WfpnO s"�^•' A MAINTAIN THE PROPER AMOUNT OF WATER REQUIRED THE i ' k' ...®..:�^--•---+-•-•-�--- SEDIMENT BASIN WILL THEN BE REMOVED AND THAT AREA WILL 18 I 1 =" --•- ..��.....�. �. THEN BE EXCAVATED. a.: �'• x� 10.ADD ADDITIONAL SILT FENCE AND CHECK DAMS,AS NEEDED OR I J REQUIRED,BELOW THE SEDIMENT BASIN AT THE LOWEST LIMIT OF 1 ^SILT FENCE OUTLET DISTURBANCE TO CONTROL ANY SEDIMENT RUNOFF. - 11.AS THE EXCAVATION PROGRESSES,GRADE THE SLOPES AT A 3:1 ABOVE THE WATER LEVEL AND AT A 2:1.OR NATURAL ANGLE OF REPOSE,BELOW THE WATER LEVEL. r 12.SEED AND STABILIZE SLOPES AND DISTURBED AREAS ONCETHEY ARE COMPLETED. Y 13.AFTER THE MINING IS COMPLETE AND ALL DISTURBED AREAS - ! i 11 ARE STABILIZED,REMOVE ALL TEMPORARY SEDIMENT AND EROSION CONTROL DEVICES. O M.WL CONSTRUCTION ENTRANCE DETAIL - • LEGENDOlt ' 05 06 ...M ...,ow �.na PxEEOEo ■CONTRACTING COMPANY o : BOO T,IMYBIM.SW 200.P.0.B0%]WB ;��e��' Au+rr �^-' gaVme.xosf®vw rely®pxomsvma xO.Y YIOME.wIm.O ^ �^��` ROCI(Y MOUNT.NORTH CAROLINA?]B04 PIT NAME: GoxX Pit _ .sw v_;a:_ J S1f8L:^ :.«•- �" e._j.T� ORNER: BBmnd Con4acl'nq COrNPOAY =-: •- a T _ ......... '9A'eRR'R.T'�..-..�.......e _ .ems-Y i -.��...^ a +-- _ _ �, _ r Ma ttAnnwTwxmesvaEe •�'::^:" ryRx«� •^ ORAYM BY:Au.tt, brman ' p —.'• S-•�� ,sue Ye_ i attv __ ��s=+ �.�'. .-.- a � C4i:C6t]'9 A1.tATAr.w a _e�te'i ... ^y� ° m e •glpaSg....w�....�e® CS^• _. "� SCALE: 1" . 150' Vim _ .. >_.-... —.�_. _... vuro •.M..Ar c�.cB zzc Bc�o mr .®.._... .... ...._-..-.._... Or3�0.. '._-�.^._.v_ srt° '- "• _...__...___ DATE: I2/OB/?023