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DODi� 0�00000�00 ZZZ'JLr .�� A �� ♦♦ ♦�♦�;1�► - .. • I " ii♦'��i/ ,� / 1 ///��1��1�♦i`i�i��♦��It•��Q�� ►0�0►0�0�0�0�o�0♦O♦ /� ,�'Z o `Q ♦� ►0 �, : � � //__��!I,��'%,�' %�/%111�'��1�Qh�1��♦��♦�QI��►►� 1►0��0�0♦�♦•♦`��p♦ ♦��-y ! �,� �j O♦�♦ ♦i`♦O♦ ► � ��D.��I� •p.►I��11.�i�i`p`O♦♦♦i`Op�p�OQ♦ ��Q♦ ��/I si�ll� //1►►Q►�jl�//�� ♦♦OOP` ``1// • - - - J • f /ice'' `� -, ��/ ��-. � ��,---=-===-==-=-=- � • e� d r MEMNON IN l it pi IR Alignment — E & S Access Road Not PROFILE Station 9+00 10+00 11 +00 12+00 13+00 14+00 15+00 16+00 17+00 18+00 19+00 20100 21 +00 22 00 23 00 24 00 25 00 26 00 27 00 28 00 29 00 30 00 31 +00 32 00 33 00 34 00 35 00 330 3300 c c a 0 WE 0 320 + + 3200LO VCR N II II ._ ao L 310 0 00 N ' M 3100 O Y r7 Y r7 00 00I I Of w N + + Q m O U) m W II W II 300 II II Q 0 J 3000 fTl a o Q N 0 '1' c� w _ � CAW CD U) O un O m Qy00 Yo W II r+ Qoo Q00 m > 2.00% 0' (YN QN OfJ 290 m II m 0W B% W 2900 0 Q W < C� W 0 W 6.37% 280 0.00% 2800 o � o o4 o � o � ± W cn W cn W W + W 270 2700 SCALE 1" = 100' 260 2600 9+00 10+00 11 +00 12+00 13+00 14+00 15+00 16+00 17+00 18+00 19+00 20+00 21 +00 22+00 23+00 24+00 25+00 26+ 00 27+00 28+00 29+ 00 30+00 31 +00 32+00 33+00 34+ 00 35+00 A ignment — Cross Section A — A ' PROFILE Station — - -1 00 0+00 1 +00 2+00 3+00 4+00 5+00 6+ 00 7+ 00 8+ 00 9+ 00 10+00 11 +00 12+00 13+00 14+00 15+00 16+00 17+00 18+00 19+00 /NORTxAMERICANGREEN\ / a 330 3300 CLASS 2 RIP RAP z / SC-250 PERMANENT LINING \ / LINING \ 8'WIDE ROLL \ 1 ? 2 21 I OR 2. 2' 320 3200 US FABRICS 380 NW 4' SEPARATION FABRIC 310 310 0 cALE I" =5_,,, GALE I"=5'-,,,, w \ / U U PROPOSED GRADE xQ 300 - - 3000 O N O � w a a a o .4v) UQO z GRADE TO DRAIN U w Q w - 1 a v �1 5" MP Z Z O U, 2 9 0 2900 \ / QQ� 2 Q J W L' 5"COMPACTE S� W Q N ABC STONE O O U O N lL N GRADE TO DR AI \ / O� G LLj DE TO DRAIN 5"COMPACTED ABC TONE /y �� 5"COMPAC ED EXISTING GROUND20'ACCESS ROAD 2 8 0 ABC STONE 2 8 0 3' SAFETY BERM 4% 0 5"COMPACTED ?. 2' Q O ABC STONE 1 z \ I z \ 4' / J C/) / O (n 270 2700 oC w Er U z0 U Q ~ Q TYPICAL CROSS SECTION oC CU w 260 2600 E&S ACCESS ROAD NO.1 O L� —1 +00 0+00 1 +00 2+00 3+00 4+00 5+00 6+ 00 7+ 00 8+ 00 9+ 00 10+00 11 +00 12+00 13+00 14+00 15+00 16+00 17+00 18+00 19+00 SCALE I" = 10' z � C O c� 0- Q w z w D O Q U J 0- J W J Cn W 0 2 ',`NYrnriy C) U) i:�Q �4FE5Slp�/ti•� • Z.•4 �+ � r W SEAL 0 021248 SHEET NUMBER �� ZvG 4 O F 6 A ignment - Principal Spillway PROFILE Station Alignment - Cross Section C- C' PROFILE -0 10 0+00 0+ 10 0+20 0+30 0+40 0+50 0+60 0+70 0+80 0+90 1 +00 1 + 10 1 +20 1 +30 1 +40 1 +50 284 2840 Station C 0+00 0+50 1 +00 1 +50 2+00 2+50 3+00 W 310 3100 C• WE 283 2830 &A(.) � 305 = 3050 -N W =ME 282 2820 0 cv PLACE 2'WIDE BREAK IN SAFETY BERM AROUND THE SEDIMENT POND TO ALLOW ACCESS ROAD DRAINAGE TO FLOW INTO 3 0 0 w 3 0 0 0 THE SEDIMENT BASIN.LINE BREAK WITH pa SC-250 FROM INSIDE OF BERM TO POND BOTTOM. r-q 2 81 2 810 w w m Q STORMRAX Q 295 w 2950 r+ RS-48 �_ w o O GRADE TO DRAIN 2 8 0 - - - - - - - - TOP OF POND ELEV 2800.0 - 2 8 0 0 ti 1 SLOPE AT 4% OWARDS POND _ _ _ _ _ _ _ _ _ _ _ EMERGENCY SPILLWAY ELEV 2798.0_ C, INVERT OUT EL.2788.5 \ PRINCIPAL SPILLWAY ELEV 2797.0 DISCHARGE TO RIP RAP - - - - - - - - - - - - - - - - - 5"COMPACTED CHANNEL 2 9 0 ABC STONE 2 900 BOTTOM OF POND ELEV 2791.5 279 2790 DEWATERING 18"CMP T 3.6% SKIMMER 48"DIA PRE-CAST RISER 285 2850 ANTI-SEEP COLLAR CU OFF TRENCH WITH EXTENDED BASE 4.5'x 4.5'SQUARE 2'D EP 1:1 SIDE SLOP 77 S CONCRETE ANTI-FLOTATION BLOCK 2 Q DOWEL N05 REBAR INTO PRE-CAST 9"ON CENTER Q 7 U PRE-CAST MANUFACTURER TO CONFIRM BLOCK SIZE 2 7 8 0 WITH FACTOR OF SAFETY EQUAL TO 1.25 OF GREATER 280 2800 277 SCALE 1" 10' 0+00 0+50 1 +00 1 +50 2+00 2+50 3+00 = 2770 -0+ 10 0+00 0+ 10 0+20 0+30 0+40 0+50 0+60 0+70 0+80 0+90 1 +00 1 + 10 1 +20 1 +30 1 +40 1 +50 a N FILL VOIDS IN RIP RAP WITH VDOT NO.57 STONE NO. 57 STONE TO PROVIDE A DRIVING SURFACE AND BIND RIP RAP 53' o z INVERT ELEV 2798.0 INVERT ELEV 2798.0 - DOWNSTREAM UPSTREAM 36"OF CLASS 2 RIP RAP 10, 3' ~ UNDERLAIN WITH FILTER CLOTH CROSS SECTION COMPACTED SOIL PROFILE CLASS I RIP RAP TO ESTABLISH SPILLWAY INVERT SEPARATION FABRIC ELEVATION US 380 NW SEDIMENT POND EMERGENCY SPILLWAY ROCK FILTER BERM 111 = 10' on SCALE 1" = 5' N Z U U U N O 2p > > > C v=i N M W co 't V) a a a o .4 +r E `w a 3 v Cd � Z SKIMMER DETAILS W = a LLI GENERAL NOTES: Lid Lid Attachment en Tube Knob .y. � Eye Bolt for � r � 1. There are eight different sizes of the Rope Attachment rf Atrium Grate J Lane Reverse Q Pond Outlet. The Reverse (1j"-5" Models) t3+ Q model number refers to the diameter of N D T the Sch. 40 PVC outlet lever arm. Orifice L �a Compacted ABC Plate '"_--- ."`--_ C� W 2. Reverse Q Pond Outlets are sized with W STONE Q J the Reverse Q sizing spreadsheet, which can be accessed and downloaded at Pontoon Float (Filled with Crn Reverse Q Sizing Spreadsheet Marine Grade Foam) J Pivot Bolt 0 3. The Reverse Q Pond Outlet is designed to discharge twice as much water when Pond Empty O the pond is almost empty than when it is Position full. This requires that the outlet leverFno ? 0 / , arm move through a 45 degree range, 1 gn Er U 0 ''^^ regardless of pond depth. The variableE 113 vJ lever arm length "L", is dependent on pond Orifice Plate W depth as shown in the table below. (n alo E 1 _1 r L DOUBLE WALL MldpOlnt Q � Q 0 45• Lever Arm Yoke E cU oaDo cn E cU CORRUGATED Of Pipe cr () z 4. Calculated discharge rates are z D a z z _ Q LL dependent on proper installation. Lever Arm Assembly W OO - 4�0 O OO - HDPE PIPE O 5. The depression under the Reverse Q is (Sch. 40 PVC Pipe) H N N Z N N W Z Pond Full Q z designed to allow for proper drainage of � to� W W m� W z the pond, and to eliminate stress on the Position O L (n �'L- U) P Variable Pipe Length Chart ao0 FRONT VIEW ,2� _ 0 0 lever arm. Do not over dig the depression Maximum Pond Depth(Ft.) 0 N I 0 N I � ( - 1- in CC anticipation of sediment buildup. When Z W G properly installed, the lever arm will be Rosize 6 8 10 72 14 16 18 20 O c TOP VIEW I c W z L level with the and outlet. 1.5" 6.5 9.3 12.1 15.0 17.8 20.6 23.5 26.3 0- W W C�_ P 2" 6.2 9.1 11.9 14.7 17.5 20.4 23.2 26.0 I z Reverse Q Pond Outlet W a� z NCDOT 0 G z 6. For installation and maintenance I N instructions, lease visit Lane Reverse Q 2.5" 6.0 8.8 11.6 14.5 17.3 20.1 23.0 25.8 W by Lane Enterprises (n W / 1 W P Reverse Q Pond Outlet O�� v� `J C 3" Ss 8.3 11.1 14.0 16.8 19.6 22s 25.3 (717)761-8175 �- NO. 57 or NO. 67 C by Lane Enterprises LLJ3 Lid www.lane-enterprise.com W 3 W " � W 4" 5.0 7.8 10.6 13.s 16.3 19.1 22.0 24.8 U) � Minimum 6 J (717)761-8175 (n 3 Z 3 z STONE www.lane-enterprise.com 5" 4.2 7.1 9.9 12.7 15.5 18.4 21.2 24.0 W Q � 3 Q V) J s" 3.s 6.3 9.1 12.0 14.8 17.6 20.s 23.3 ,1, J RQ Dimensions J Bedding W �L.1L LL ]Spillw Grate 8" 3.3 6.1 1 8.9 11.8 14.6 17.4 20.3 23.1 W Outlet Structure Size 5.0 "W" "H" Reverse Q � 1.s" 25.0" 1s.0" 14" Trench Width 4' N>tr�r�ryi `.J I-III-III-__ Float Body CAR I I Water Level __ �;- ♦♦ III-III-III-I z' 25.0" 16.3" 1a.a" �.•'' 2.5" 25.0" 17.0" 15.0" ♦ FESS/ / I =1 I=�I_I-III-I I Sch. 40 PVC H o; 4 ,y ; 3" 27.0" 20.8" 17.1" III=III+ P ~b,` RQ Depression 4 ••� Q I I Male Female Adaptor a �, III=I ICI I �'k' Size Depth 4" 33.0" 21.8" 19.6" : SEAL Outlet Pipe Flexible 15" 9" 5" W22.0"37.0" 23.8" 021248 t- I Hose 2" s' + ;� Variable Length Sch. 40L 41.0" 23.8" 25.4"6" I Iyl III I=I I= I Pipe from Table 2.5" 7.. N r7 r2 N �� y•'��GIN �Q'' ♦: Irl 3" 12" F- 0 00 Sch. 40 8" 49.0" 27.8" 34.4" N f� / I`______L,� + I�I a„ 14„ Z \m PVC Pipe Z m TYPICAL PIPE INSTALLATION DETAIL -•."�p R: gP�;V 11_I-1I I-I I-I I Depression Depth =_I 5" m N SIDE VIEW m N I I 1=III I I 1=1 I 1=1 I 1=1 I 1=1 11= _ _ - - -III- 6" 20" B All work shall be completed in accordance with �� ,�! SHEET NUMBER I I I... III-1I I-1I I-1 I I-1I I-I I=_I I I-I I I...I I I-1I I-1I I-1I 8' 24" P P�. NCDOT standards and specifications. Fernco or Other Adaptor to Outlet Pipe 1 of 1 1 of 1 � � ZUG� 50F6 � 4.6 3325 p 1. THIS DOCUMENT WAS PREPARED BY PHILIP R. BAILEY, PE. �}3419. . 2. TOPOGRAPHIC DATA IS AERIAL MAPPING PREPARED BY TUCK 1/ 6 3300 418.9 MAPPING SOLUTIONS, DATED 01-3-2024. 3. FIELD VERIFY TOPOGRAPHIC DATA PRIOR TO CONSTRUCTION. i / 3250 88.6 Q n LEGEND c RECLAIM +32632 EXISTING PERMIT AREA a SEDCLAIM B SNT � PERMIT AREA TO BE ADDED E SEDIMENT UNDISTURBED BUFFER y0 BAST j — UNEXCAVATED BUFFER N EXISTING QUARRY LIMIT C PROPOSED QUARRY LIMIT 0 BURD �� AFFECTED / DISTURBED AREAS --3225---- EXISTING INDEX CONTOUR hp AREA EXISTING INTERVAL CONTOUR + 334.4 SPOT ELEVATION WATER 4813.0, �� v'� �� s -F3473.8 � �, emu' \ \ PAVED ROAD 0 UNPAVED ROAD BUILDING ; —X—x_x_ FENCE 31p0 a I I �� Iiil liil 1 ; ;j1 11� 1 F^ �, �} TREES AV POLE CD \ 'lllii'ii�ii"i iiM� 11 I 1 I f I I WELL I" II ; Ili 1 f� Q a 3025 p Ar �J �J 2g7 Q MOVE e P IT TO BE AS A LAKE ' STOCKP ,. MO E OFFIC j / I,........, o E 01 IM ` 11 EXISTING PLANT AND E ' STOCKPILE AREAS TO BE O NOTE: FINAL LOCATION AND /� 1 SCARIFIED AND SEEDED �— c3� O\\ SIZE OF LAKE WILL VARY `•, °. � �L, `._ `., - \ � � � �❑� � `J� .e � � �S WITH PIT DEVELOPMENT / \ �J 0 R E AIM — BAST _ p �3738.9 p0 BASIN ELL- -12914.2 RECLAIM ' �� BASIN �6�� I co p N `b� 250.1 �L) 3 n N Z 'O = N 4 / / �� - v's FESSlp' a a a O a RECLAMATION MAP NOTES: 9382 SEAL 1 . THE PURPOSE OF THIS MAP IS TO SHOW THE AREAS PERMITTED \\\ `3�s 3 �s = - 021248 UNDER THE EXISTING MINING PERMIT AND RECLAMATION PLANS. ° \0 A � � �` P '�`` z z Y w °z o N �O �s �'��C'• ••'� � I 2 3 u Cd Q W N 2. HIGHWALL BARRIERS (BARBED WIRE FENCE, BOULDER BARRIERS, OR Co v' 3 f �A P� • W uj = a u J o� ti 3175 � A - R. 8 ,.• o o u o � N EARTHEN BERMS) SHALL BE PROVIDED AT THE TOP OF ALL HIGHWALLS. cn �� S + , ��.�•*!�) 3. STRUCTURES WITH NO APPROPRIATE USE WILL BE REMOVED DURING h 3150 3,37 J/ 1c�,� FINAL RECLAMATION. �L�'� 3� �25 ��s 3350 5 400 \ /L�� ✓C7 f 1 I Q Z TYPICAL FENCE LOCATION AT THE TIME THAT AN ACTIVE FACE BECOMES A DEAD WALL, INFORMATION SAFETY BENCH WILL BE SUPPLIED IN SUPPORT OF Q Z THE DETERMINATION OF FINAL SLOPES TYPICAL BOULDER FOR UNCONSOLIDATED MATERIAL. OR BERM BARRIER EXIST•D U O Z LOCATION ERpUN IZ = Q 2 3400 OVERBURDEN DISPOSAL ULROAD 3400 Q IZ SAFETY BENCHES 20' TYP 1 OVERBURDEN DISPOSAL AREA'A' U Z 20' TYP. 20' TYP, QUARRY TO BE 3 STRANDS OF 4 PT. O FILLED WITH � uJ Z � O_ WATER BARBED WIRE EXISTING GROUND �Z.1 0 Y TYP o o W❑❑DDP❑ST IA. / / / / a�o 3200 �PLS 3200 Z 80' TYP. 8-12 TYP Q i iu LLI 30' TYP , ateo , / m SEDIMENT BASIN 003 ~0 CC CONS TR UCTION,MAINTENANCE,and RECLAMATION � O G U 30' TYP. 4 / , BERM TO BE CONSTRUC AS PER ATTACHED SPECIFICATION IZ V IZ LLI M EARTH OR BOULDERS 3000 000 3000 0— -10- 2 i APPROXI ATE POOL ELE +/-3035.0 �� Cn L J W / �,y" AVE GE DEPTH 160' U 80' TYP, v � �� 30' TYP. _ 2800 2800 TEMPORARY HIGHWAEE BERM 2600 RECLAMATION CROSS SECTION SCALE I"=200' 2600 SHEET NUMBER TYPICAL RECLAMATION TYPICAL BARBED WIRE FENCE 0+00 2+ 00 4+00 6+00 8+00 10+00 12+00 14+00 16+00 18+00 20+00 22+00 6 OF 6 TYPICAL PIT CROSS SECTION PIT CROSS SECTION DETAIL wm ou •.•� � --- � � 4 g � (1 , �� SPRUCE PINE QUARRY u ion �'�% �`� / ° Materials Company Y MITCHELL COUNTY NORTH CAROLINA 1,01 // 1 h i / / m C / v /� / O O / a ' / / i r/ // / / l /�S / 0 a � / / / / r' / � © sass• //,/ ,�,�;,, //., ;%, ;,/,�:., �/,�„/ //� // / / i/• 1 r / / / / / r // i ',�-/ ,' •,�� ../i. it ,j; .Y ��/•°'� � r .>/Y/�''' / //%/�%;� � / "' -: PERMIT AREA ii :i / / '•l' I / •y / i' / / it 413 / 's• / s SCALE 1 500' 3150 VVI 1 I ° ID Landowner Name Landowner Address a Il o o 001 Dillon Duncan 1381 Bear Creek Road,Bakersvi7le,NC 28705 Q 002 Secure,Inc. 119 N Salisbury St,Raleigh,NC 27603 / 67 003 Michelle Franklin&Rick Stephens 1424 Bear Creek Road,Bakersville,NC 28705 004 Christopher&Vicky Ayers 1470 Bear Creek Road,Bakersvflle,NC 28705 ti ti^ 005 1 Jerry Bartlett,Trustee&Gail Buchanan 245 Possum Trot Road,Bakersville,NC 28705 z�8 006 Elizabeth Lou Yates 106 Dogwood Lane,Whitesville,NC 28472 O � �Hez zers 007 Milton S. &Jennifer P. English 150 Dogwood Drive,Bakersville,NC 28472 �°° 008 Carolyn English 1108 Possum Trot Road,Bakersville,NC 28472 ADJACENT PROPERTY IQ0 009 Penland Bailey Estate,LLC 11959 N Peacehaven Rd#192 Winston-Salem,NC 27106 OWNERS M A P o 2975