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Home My WebLink About20140900 Ver 1_Site Plan_20140819C: 1pwNr a-'<ing\tpa \d0582409\Details Sheet 2.dwg, DETAILS, 8/14/2014 3:49:35 PM, ctynes MAX. SLOPE 2:1 EXISTING GRADE 10' ROAD SURFACE W/ 2'_ SHOULDER TYPICAL COMPACTED FILL MAX. SLOPE 2 :1 EXISTING GRADE 10' ROAD SURFACE W/ 2' SHOULDER 10' ROAD SURFACE W/ 2' SHOULDER MAX. SLOPE 2:1 i NORMAL ROAD CROSS SECTI`_l r I Tt'IUAL l.0 I UMUJJ Jtl-, I IUI\ CC TYPICAL FILL CROSS SECTI& 6' ACCESS ROAD EXTRA STRENGTH FILTER FABRIC NEEDED WITHOUT WIRE MESH FABRIC NCDOT CLASS A RIP RAP 1' -6" HIGH 4' STEEL POST (1.33 LB /LIN FT STEEL - 4FT MIN LENGTH) F- 6' MAX. SPACING DESIGN TYPE DRAINAGE AREA (APPROX.) WEIR LENGTH (L) MIN. 1/4 1/2 ACRE 4.0 FT 10 ROAD SURFACE W 2' SHOULDER SLOPED FOR DRAINAGE MAX. SLOPE 2:1 EXISTING GRADE MAX. SLOPE 2:1 10' ROAD SURFACE W/ 2' SHOULDER 10' ROAD SURFACE W/ 2' SHOULDER SLOPED FOR DRAINAGE MAX. SLOPE 2:1 EXISTING GRADE DESIGN CRITERIA: 1. AGGREGATE SIZE: 2 -3" DIAMETER WASHED STONE 2. PAD THICKNESS: 6" MINIMUM 3. PAD WIDTH: 12' MINIMUM 4. PAD LENGTH: 50' MINIMUM 5. PAD LOCATION: LOCATE CONSTRUCTION ENTRANCES AND EXITS TO LIMIT SEDIMENT FROM LEAVING THE SITE AND TO PROVIDE MAXIMUM UTILITY BY ALL CONSTRUCTION VEHICLES, AVOID STEEP GRADES AND ENTRANCES AT CURVES IN PUBLIC ROADS. 6, WASHING: IF CONDITIONS AT TIC:; SITE ARE SUCH THAT MOST OF THE MUD AND SEDIMENT ARE NOT REMOVED BY VEHICLES TRAVELING OVER THE GRAVEL, THE TIRES SHOULD BE WASHED. WASHING SHOULD BE DONE ON AN AREA STABILIZED WITH CRUSHED STONE THAT DRANS INTO A SEDIMENT TRAP OR OTHER SUITABLE DISPOSAL AREA. A WASH RACK: MAY ALSO BE USED TO MAKE WASHING MORE CONVENIENT AND EFFECTIVE. GEOTEXTILE FABRIC TO STABILIZE FOUNDATION (ESPECIALLY IMPORTANT WHERE WETNESS IS ANTICIPATED) 2 -3" DIAMETER WASHED STONE, 6" DEEP PERSPECTIVE VIEW N.T.S. 14 1 CON STRU `TI ON STEEL POST LB /LIN FT STEEL - uIIN LENGTH) liffi i 9" MAX FENCE ROCK SECTION DETAIL TRENCH WITH GRAVEL STEEL POST (1.33 LB /LIN FT STEEL- 5FT MIN LENGTH) EXTRA STRENGTH F'I'TER FABRIC NEEDED WITHOUT WII?':r MESH FABRIC; FABRIC HEIGHT, 18" TO 24" INSTALLATION: PROPERLY PREPARE, FERTILIZE AND SEED AREA TO BE COVERED BEFORE BLANKET IS APPLIED. WHEN THE BLANKET IS UNROLLED, NETTING SHOULD BE ON TOP AND FIBERS IN CONTACT WITH THE SOIL OVER THE ENTIRE AREA. IN DITCHES, APPLY BLANKETS IN THE DIRECTION THE WATER FLOWS, BUTTING THEM AT THE ENDS AND SIDES AND THEN STAPLING. ON SLOPES, APPLY BLANKETS EITHER HORIZONTALLY OR VERTICALLY TO SLOPE, BUTT ENDS AND SIDES AND THEN STAPLE. STAPLING INSTRUCTIONS: USE WIRE STAPLES, .091" IN DIAMETER OR GREATER, "U" SHAPED WITH LEGS 6" LONG OR LONGER AND 1" CROWN. SIZE AND GAUGE OF STAPLES USED WILL VARY WITH SOIL CONDITIONS. DRIVE STAPLES VERTICALLY INTO THE GROUND. USE FOUR STAPLES ACROSS AT THE START OF EACH ROLL. FOR SLOPE INSTALLATION, CONTINUE TO STAPLE ALONG THE LENGTH OF THE ROLL AT 6 FT. INTERVALS. FOR DITCH LINER, STAPLE ALONG THE LENGTH OF THE ROLL AT 4 FT. INTERVALS. ANOTHER ROW OF STAPLES IN THE CENTER OF EACH BLANKET SHOULD BE ALTERNATELY SPACED BETWEEN EACH SIDE FOR EITHER SLOPE FOR DITCH. USE A COMMON ROW OF STAPLES ON ADJOINING BLANKETS. TYPICAL STAPLING PATTERN FOR HIGH - VELOCITY DITCHES AND SLOPES. USE 4 STAPLES ACROSS AT THE START OF EACH ROLL AND CONTINUE TO STAPLE THROUGHOUT THE LENGTH OF THE ROLL AT 2 FT. INTERVALS. 12' MW. EROSION CONTROL FABRIC SPECIFICATIONS: NORTH AMERICAN GREEN OR APPROVED EQUAL PRODUCTS - S75 SINGLE NET STRAW BLANKET - FOR SLOPES AND SENSITIVE AREAS. S150 DOUBLE NET STRAW BLANKET - FOR SWALES AND HIGH VELOCITY AREAS. ENTRANCE EROSION CONTROL IMATTING STEEL POST RUNOFF 24" MAX. FLOW STORAGE HEIGHT 1 mss-- (RECOMMENDED) 24" MIN. ( 9' MAX. Fes, l.0___!14 ��BACKFILL TRENCH " WITH COMPACTED 8" DOWN -4" FORWARD 8 FT. MAX. SPACING WITH WIRE SUPtiPORT FENCE. 6 FT. MAX. SPACING WITHOUT WIRE SUPPORT FENCE. STANDARD DETAIL TRENCH WITH NATIVE BACKFILL NOTES: 1. INSPECT AND REPAIR FENCE AFTER EACH STORM 'EVENT AND REMOVE SEDIMENT WHEN DEPOSITS REACH 30% OF FENCE iHEIGHT. 2. REMOVED SEDIMENT SHALL BE DEPOSITED TO AN AREA THAT WILL NOT CONTRIBUTE SEDIMENT OFF -SITE AND CAN BE PE ,,MANENTLY STABILIZED. 3. SILT FENCE SHALL BE PLACED ON SLOPE CONTOL;RS TO MAXIMIZE PONDING EFFICIENCY. 4. SILT FENCE DRAINAGE AREA OF 1/4 ACRE OR Lf=_SS PER 100 LF. 5. WIRE MESH REINFORCEMENT SHALL CONSIST OF 14 GAUGE WIRE X 6" SPACING. 6. SYNTHETIC FILTER FABRIC MIN, REQUIREMENTS: A. TENSILE STRENGTH - 90 LBS; B. PERMITTIVITY - 0.05 SEC -1; C. APPARENT OPENING SIZE - 30 US STD. SIEVE.," AND, D. ULTRAVIOLET STABILITY - 70% ly, . STREAM CHANNEL BRIDGE TO BE PROVIDED BY J DUKE ENERGY NOT TO EXCEED 40' PERSPECTIVE VIEW SURFACE FLOW DIVERSION TO TRAP EXTEND STONE UPWARD AND REVEGETATE AS NEEDED TO PROTECT CUT SLOPES STONE APPROACH BRIDGE TO BE PROVIDED BY STONE DUKE ENERGY NOT TO EXCEED 40' APPROACH u ORIGINAL _ /;% FILTER FABRIC STREAM BED --- LONGITUDINAL SECTION SURFACE FLOW DIVERSION INSTALL TRAP ON EITHER SIDE OF CREEK. TRAP SIZE WILL VARY ACCORDING TO LENGTH OF ACCESS ROAD DRAINING TO THIS POINT EQUAL TO 50 CU. FT. PER 1OOFT OF ROAD FILTER FABRIC SURFACE FLOW DIVERSION TO TRAP f x KrE W y! id x 5 I SILT FENCE W/ ROCK OUTLET 1 SILT '=ENCE DETAIL TIMBER MAT STREAM CROSSING 'N° JIM 103910 - 31'"'o"785 D7 0 0 0 0 a +ft to - >R yy VJ W pa C42 L� Yd ri 0 0 0 0 �H e� w E C4�2 VJ pq�fp W 0 0 0 0 �H cc w vJ pp^� vJ �9 0 0 0 0 +o o� 0 P rA E-- P4 co 03 co 03 pa yW vs V 9 mI � 4 "lye 'OR 400 S. TRYON STREET PO SOX 1007 CHARLOTTE N.C. 28201 -1007 TELEPHONE NO. (704)382 -6658 tGURE 1 653 -37 -6074 PG. 120 3910- 376801 :000 176199 ..S090901 -19 PASTURE 1 1 4 ,e TED -G�vw��/o n �n �_ t PARCEL ID 5653 -37 -6074 D.B. 657 PG. ' 20 MAP NO. 103910 - 376801 L.U. 1176199 JOB NO. S090901 -19 p0 ° -o C1 v Vn ,tai a m =011,1 lall 00 700, 000 WWWF ��! 4 C L .PROPOSED COL. wa =a �.: 147-34.96 . N 635234 354 FT F 558040.020 FT =� ,OJECT GROUND s ORDINATE Slo �Aiw PARCEL ID 5653 -85 -0123 N_ 4 } D.B. 8514 PG. 272 P.B. 56 PG. 99 MAP NO. 103681- 373455 a o° L.U. 1173189 & 1174139 "v 2'r1Y PARCEL ID 5653- 74 -87f'C ` D.B. 1158 PG. Z i \ r ;.t 1 FIGURE 3 FIGURE 2 a ��! All "WISA. l�n P vap Tl 40 T% PASTURE �i 700.000- I� lfv O° A2 °0 PASTURE I PARCEL ID 5653 -45 -6511 D.B. 1760 PG. 111 i CIL Boo LEGEND DUKE XP_ wl ffim ROG 4 400 S. TRYON STREET PO BOX 1007 CHARLOTTE N.C. 28201 -1007 TELEPHONE NO. (704)382 -6658 m TRANSMISSION POLE - - PROPERTY LINES BWF BARBED WIRE FENCE R/W LIMITS EWF EXISTING WIRE FENCE - C/L DITCH �• SILT FENCE SEE DTL. 7 /SHT. D1 TREE PROTECTION SILT FENCE WITH ROCK OUTLET SEE DTL. 6 /SHT. D1 - DELINEATED WETLANDS ACCESS ROADS SEE DTL. 4 /SHT D2 x „a ACCESS ROADS TO BE MATTED SEE DTL. 4 D2 DELINEATED STREAM ME /SHT. 4x . CLEARING LIMITS �.'.•, .', °.•. LIMITS OF DISTURBANCE HC HAND CLEAR WATER BAR SEE DTL. 6 /SHT. D2 100 YEAR FLOOD PLAIN pm CONSTRUCTION ENTRANCE SEE DTL. 4 /SHT. D1 RCP REINFORCED CONCRETE PIPE CMP CORRUGATED METAL PIPE HOPE HIGH DENSITY POLYETHYLENE PIPE - CONSTRUCTION ENTRANCE AND �~ CULVERT SEE DlL 3 /SHT. DI WATTLE CHECK DAM SEE DTL. 7 /SHT. DT -400 TEMPORARY BRIDGE. SEE DTL 2 /SHT D1 P—## PROPOSED STRUCTURES HF—## PROPOSED STRUCTURES T—### EXISTING STRUCTURES DUKE XP_ wl ffim ROG 4 400 S. TRYON STREET PO BOX 1007 CHARLOTTE N.C. 28201 -1007 TELEPHONE NO. (704)382 -6658 m N� -y C) b 71 1w 7" .4, -N Ajo y CA, ,A o CAqi I w, ic .......... "CIQ 730-000 006 kf"A c A) X0 6, 4A/c, 1039 7 No ,6S 7 A, 720 1000 09090, % Z coo �o 11V C4 OAV F-\NF 7,50 Ap �b p 700.000 0 /10 /V 6 99 01A1 O 41 0 00 ft 14 -00 P"yo 496 coo, a UA�4' IoN 4-11 z u mmwf am; oo IVD rpk7 L/06 - 77 Q-�" -�'s J;>6 S, 0070 OZ (9 Zzy t.vo an rhl C T Pi O;s 6 73Y CO 7 7s S7 6 6 OPL/�,c 09 66 C) 'zzzz * &0 7og3 071 "190 1""o 4//S 1039 7 0 7 1 0, j 97 pn&! Fla], NVMR�o�w CIL )?OF LEGEND 9 TRANSMISSION POLE HF—## PROPERTY LINES BWF 0-4— BARBED WIRE FENCE R/W LIMITS EWF EXISTING WIRE FENCE CA DITCH SILT FENCE SEE DTL 7/SHT. D1 TREE PROTECTION SILT FENCE WITH ROCK OUTLET SEE DTL. 6/SHT. D1 DELINEATED WETLANDS ACCESS ROADS SEE DTL 4/SHT. D2 ACCESS ROADS TO BE MATTED SEE DTL 4/SHT. D2 DELINEATED STREAM CLEARING LIMITS LIMITS OF DISTURBANCE HC HAND CLEAR WATER BAR SEE DTL 6/SHT. D2 100 YEAR FLOOD PLAIN CONSTRUCTION ENTRANCE SEE DTL 4/SHT. D1 RCP REINFORCED CONCRETE PIPE CMP CORRUGATED METAL PIPE HOPE HIGH DENSITY POLYETHYLENE PIPE CONSTRUCTIONS ENTRANCE AND CULVERT SEE DTL. 3/SHT. D1 < WATTLE CHECK DAM SEE DTL 7/SHT. DT-400 )11( TEMPORARY BRIDGE. SEE DTL 2/SHT D1 P—## PROPOSED STRUCTURES HF—## PROPOSED STRUCTURES T—### EXISTING STRUCTURES RECEI AUG 19 DENR-LAND STORMWATER F GENERAL NOTE: 1) SEE SHEET G1 FOR LEGEND, GENERAL NOTES, EROSION CONTROL NOTES, CONSTRUC11ON SEQUENCE AND SEEDBED PREPARATION U K' 400 S. TRYON STREET PO BOX 1007 CHARLOTTE N.C. 28201-1007 TELEPHONE NO. (704)382-6658 SHEE77 7 u u I A PAIRCEL ID 5653-37-6074 o c5 ' GRASS FIELD co D.B. 657 PG. 120 MAP NO. 103910-376801 L.U. 1176199 i OB R) SPRING ;5 RADIUS DRAIN t4 cQ im y PAR M A ... ...... ... .... ft- 5,77- lZ rnr-, t14 E v"y p- .......... v- s A E � PI "'�SPRINGHEAD 15+50 83 15049'28," R z PASTURE ;1,13q,1000 N 636513-843 FT G. -7;0 ALI- 1555156. ICY 587 FT PARCEL ID 5653-65-1055 :v PROJECT GROU 4 5Z) ND COORDINATE IRS Qj....... .. ...... t4 D.B. 891 PG. 45 t ta .; :-A CULTIVATED PASTURE FIELD . .. . .... t4 PASTURE 740 tA 0 co 700:000 z- (Z') PARCEL ID 5653-45-6511 "A D.B. 1760 PG. 111 PARCEL ID 5653-76-6087 D.B. 1041 PG. 214 MAP NO. 103910-376803 L.U. 1176201 LNS JOB NO. S090901-22 S69-45'56"E Q) czi ` CULTIVATED FI ELD — Pi 141-4-45.14 �000® 20`09'26" *RIT 6356116.568 FT E 1557590.786 FT 7 PROJECT. GROUND COORDINATE 5' RADIUS jiAm W1T P cs BRANCH WWF pp ... ......... E C PROPOSED COL -7+34.96 14 N 635234.354 FT !0`6 E 1558040.020 FT PROJECT GROUND CULTIVATED OR A Mo FIELD BARRIER ROAD TAP L1VE 7U o KID OIL TEMPORARY IMPACTS (AC.) PERMANENT IMPACTS (AC.) W10 BOY 0.042 01 PARCEL ID 5653-85-0 62 PROPERTY LINES BWF BARBED WIRE FENCE R/W LIMITS \cs- EXISTING WIRE FENCE CA DITCH D. B. 8514 PG.: 272 SILT FENCE SEE DTL 7/SHT. DI TREE PROTECTION P.B. 56 PG. 99 SILT FENCE WITH ROCK MAP NO. 103681-373455 ♦ PARCEL ID 5653-74-0715 PARCEL ID 5653-75-3168 L. U. 1173189 & 1174139 ACCESS ROADS SEE DTL 4/SHT. D2 ACCESS ROADS TO BE MATTED D.B. 844 PG. 413 D.B. 4598 PG. 295 DELINEATED STREAM ------------- BARRIER ROAD TAP L1VE 7U o KID h IN WETLAND OIL TEMPORARY IMPACTS (AC.) PERMANENT IMPACTS (AC.) W10 BOY 0.042 LEGEND TRANSMISSION POLE PROPERTY LINES BWF BARBED WIRE FENCE R/W LIMITS EWF EXISTING WIRE FENCE CA DITCH • SILT FENCE SEE DTL 7/SHT. DI TREE PROTECTION SILT FENCE WITH ROCK OUTLET SEE DTL. 6/SHT. Dl DELINEATED WETLANDS ACCESS ROADS SEE DTL 4/SHT. D2 ACCESS ROADS TO BE MATTED DELINEATED STREAM SEE DTL. 4/SHT. D2 CLEARING LIMITS LIMITS OF DISTURBANCE HC HAND CLEAR WATER BAR SEE DTL 6/SHT. D2 100 YEAR FLOOD PLAIN CONSTRUCTION ENTRANCE SEE DTL 4/SHT. Dl RCP REINFORCED CONCRETE PIPE CMP CORRUGATED METAL PIPE HDPE HIGH DENSITY POLYETHYLENE PIPE CONSTRUCTION ENTRANCE AND CULVERT SEE DTL 3/SHT. Dl < WATTLE CHECK DAM SEE DTL. 7/SHT. DT-400 )Mi( TEMPORARY BRIDGE. SEE DTL 2/SHT Dl P—## PROPOSED STRUCTURES HF—## PROPOSED STRUCTURES T—### EXISTING STRUCTURES h IN WETLAND TOTAL SIZE (AC.) TEMPORARY IMPACTS (AC.) PERMANENT IMPACTS (AC.) W10 0.042 0.042 WETLAND TOTAL I TEMPORARY PERMANENT SIZE (AC.) IMPACTS (AC-) IMPACTS (AC.) NO WETLAND IMPACTS U K-rl E ar APPROXIMATE LOCATION OF FLOODPLAIN PER CABARRUS COUNTY GIS d PARCEL ID 5653-19-4169 D.B. 762 PG. 376 PASTURE Pi 57+74-66 2900213" LT N 638855.997 FT (-S6 E 1550654.144 FT PROJECT GROUND COORDINATE 41 7� 0_7t' arft Q 10 "ns i-e 11 - 3 31 ,4 CA ... ... BRANCH 1 oo C/L BRANCH to q t4 (S7 o (*-7) rhr ra g E��a flow lo TIVATED FIELD 4- CULTIVATED FIELD PARCEL ID 5643-99-9409 ......... .. 10, U�' D.B. 1384 PG. 122 75' RAD ON '@,F ROXIMATE LOCA7 MAP NO. 10-3910-376795 10\ - 2-1 ! PER CA3ARRU V L.U. 1176193 LNS JOB NO. Sogogol FL�. ODPLAIN X'! • -UN Ift � C TY G1 S 720.,000 Wwffia 3 0 up, EXOTIN D.B. 786 PG. 224 MAP NO. 103910-3767•9 L.U. 11761• 7 LNS JOB NO. S090901-16 CU LTI VATED FI ELD PARCEL ID 5653-29-9066 PARCEL ID 5653-37-6074 D.B. 657 PG. 120 1/01 .0 Ar 0 MAP NO. 103910-37680 L.U. 1176199 D.B. 3562 PG. 76 901-19 LNS JOB, NO. S090 MAP Na. 103910-376800 PASTURE L.U. 1176198 PASTURE LNS JOB NO. S090901-17 ...... :, APPROXIMATE LOCATION OF 'o o CD '580" FLOODPLAIN PER CABAFIRUS 6 % 1000 COUNTY GIS axe CULTIVATED co _4 a-A FIELD /0 A.1 < 7% _pk cn — CLLTIVATED % cn FIELD CULTIVATED rt FIELD C/L BRANCH 103 8 SOIL ROAD 65 PASTURE so ... .. 0 PI _Tl 81+15.09 58011243" LT N 636778.029 FT E 1551731.019 FT PROJECT GROUND COORDINATE C/L BRANCH 75 "*9, CULTIVATED FIELD C/L DITCH PARCEL ID 5653-45-6511 D.B. 1760 PG. 111 4*1 lArfv m 611L Boor LEGEND @ TRANSMISSION POLE FILL MATTING CLEARING (AC.) (AC.) PROPERTY LINES BWF BARBED WIRE FENCE 84 SF R/W LIMITS EWF EXISTING WIRE FENCE 1 - CA DITCH SILT FENCE SEE DTL 7/SHT. Dl TREE PROTECTION SILT FENCE WITH ROCK OUTLET SEE DTL. 6/SHT. Dl DELINEATED WETLANDS ACCESS ROADS SEE DTL 4/SHT. D2 ACCESS ROADS TO BE MATTED 4/SHT. D2 DELINEATED STREAM SEE DTL CLEARING LIMITS LIMITS OF DISTURBANCE HC HAND CLEAR WATER BAR SEE DTL 6/SHT. D2 100 YEAR FLOOD PLAIN CONSTRUCTION ENTRANCE SEE DTL. 4/SHT. Dl RCP REINFORCED CONCRETE PIPE CMP CORRUGATED METAL PIPE HDPE HIGH DENSITY POLYETHYLENE PIPE CONSTRUCTION ENTRANCE AND CULVERT SEE DTL 3/SHT. Dl < WATTLE CHECK DAM SEE DTL. 7/SHT. DT-400 )12( TEMPORARY BRIDGE. SEE DTL 2/SHT Dl P—## PROPOSED STRUCTURES HF—## PROPOSED STRUCTURES T—### EXISTING STRUCTURES WETLAND TOTAL SIZE (AC.) FILL MATTING CLEARING (AC.) (AC.) W7 0.111 0.022 WETLAND TOTAL SIZE (AC.) FILL MATTING (AC.) CLEARING (AC.) W8 0.003 84 SF - W9 0.079 1 - 1 0.018 K "Y X., 0 I " . x I %,- 101 , , •.. � - I �, I ,�;l \ --- 11 � . '. " � \ lil , � a . �. -IF 9 1, . I 11 I m 41�� % I , 1� I , I � - 11 - I - " 1��l A -. - �� , k, t I \ �� . I � I I -, r �l � 4�1 \ 11 ,. . r I .... " %, \% ��--%,,�`.," , '--r I I I � . I , - I � I . . I y / , .. � PIA- % . � / � I _15�1 0 "I'll. / 1. � �&, I � -04 11 wll , I . , - <:,�� .-N,".. 1 �,. ... �,� �.__ - " v k , _\ 10 \ I 11 xo-'Q, I P-4 7�1 -,/ , I 5 I I * , . . � - * � 1 A " I , '. — , " V, - ��Kl' 1. -,, I / ,� . �_ � 7�, :�l \ � , P/, ��N PARCELID 437 006 "' � . - , . . z . i . I , ., I r 11 ( `_11- ** , V-.�?- " ., - / I I - .? I I / -.��,.'�"-..��.".,.-'�-,,-,.� . . . . . - APPROXIMATIE OCAT N \ da_. 711� I ", \ I .X // A 1 $ '�lr - - 9: L 10 0�-, -, ....",` ' 1, I I � ,,., / / - - _ -, , ___ • I , \ . - I .. _, � " , ,�, � lq� I �l.--�l..-.,�....*.-.,..,�....",--.'...,.�.�.�� . - , ,, - _ `. "', ,.,..,.. � ,,,, �',..' -N %, I/ " " " " " " `' FLOODPLAIN PER ROWAN , �\ , ��-...-�-,�,.�...,,�..'�.-.*��,-".,-.,.,.*.'�.,.-.,.,�.,�, __`I - \ 11 ... - � ., I � I" , I " ,".., - - / � - .- .�,. . . . . . . . . . . . . . .,�...." , ... _ 41 % - ,--.....,,, ;a'...-,-,,,,, �_ / .`.%','��`, , I I , , I - — # u, ( ..'....., ..., , I �� I " I . i .." D.B. - 11 . ,.*�.,�', , , I ,I 857 PG. 117 "If -1 I ,__ .. L, .... . . °o / I I " " - ".. ,,,,, a .� / -C:=F-- ®° """ %I ,-,�,,,, t', k - t, / � . 75 ,Z� MAP NO. 103910-377108 ". , � .,, '..., �. . I (z; ', I \ T" I " 11 A"', .'., .", ,,, l �0 / �,, �� .,, " 1� 1, % , �, -7 1 1,2� L.U. 1176587 `111 -, k, - ��® I, I , . I -A% �,""` .', / , � " I . I % �� . , It " \ I I- , I / , , Pi "I , . � I - / 1--f-34 o. S090901-27 , % 1, I ,� ,,, I/ .... '.. ,, � , T-231 LNS JOB N I C.), - ... , ,.-. , t PARCEL ID 437A011 11 , I ," I I/ cz� I \ I � ,,,� 200 STRUCTURE _,,__�`, � - 15+72.05 �.,, ,,, $, 1 - / � I " I � cs- , .-,, . �, '.. , __ - , ,, "y a / �_l I I ,�,.,,.- N - / I !_ 21 ,�,,,,"-.--, ,, ,I __ � . . / , X ,� ",_ N _R OPTIC % , .. D.B. 804 PG. 104 l_..l C) FIBER - ..." 1� / , 1 5`1 Sl 7 " R ,� 1 x I I , Y � � 79 2.6' _�,, �_ I I I . , i // LOT #4 M.B. 9995 PG. 3067 ___�> " LI N It.- --% *%.,�Wll.,, % I \ ',`_ , ,r I I �__., , I e6,vp ,� - - i "_ .., . " 4w/ MAP NO. 103910-376789 11 , " I., 11 .1 I )l , * "r, I \ ft. ,,, " � � � , �% " , ,,, GRASS FIELD � . .\� / .., "I", . " I ,,-,,, ". � ,,� 1� I I I - / - e, ,... - L.U. 11 76187 , I'll - '. - \10 E 1549609.466 FT %, 1 - \ I "AL _&_ �,_ I I 1, � w 1�, J , � - ck I , ,_ , � i� I I "N,` IC�, I/ / � zl,'\7 -',� -4 1 1 \ ,*i )� .-� -_ f I " I " 7 �, LNS JOB NO. S090901 " �", -. 1% "'. c: I H rli'F.'P% I � �, " /L DITCH %, PROJECT GROUND � e " -11, " �, � ."O'. / I .�l I "I '4 I I .qjAl'. 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I on! ��_��r* __ I--- - ; , � i 'Fes' � _i0__l �� 0% f C) co PARCEL ID 5654 %, 0' I 000 � I 11 .� 'p, -0 i I I � � -00-5869 . 1%, , ilei 1�" - f- 7 A 0 I ft, I . . I D.B. 805 PG. 599 _D 11 - _ _ I I I I , _%4 . 4' 1 1 �0,%\�ft\ PARCEL ; - _ 1�',�� I \f � I I I ID 5643- z '1_1-�l I / I I I i I I � I - s I i MAP NO. 103910-37679, 6 go' D.B. 1968 PG. 194, 1 6 1 1 lzzll� ,qs - U '.000 99-3899 � , 11 I I I I I 11 %�c Q__ . I . ; I I I � I I I I I I I i L.U. 1176189 D.B. 2283 P I -%00 I ' � .1 I z . I , 1; �� 't G. 202 1 I 1 7 ' I I D.B. 57 PG. : 6ULTIVATED I oi LNS IOB NO. S090901-6&8 0 I .1 00000 � 330 i I 0 1, I MAP NO. 103910-376,791 - I " � . � - I . I I I FIELD I I I I I ,*.,! ' I 11 i I I I I I I MAP NO. 103,910-376794 i I 1 700.,000 Q�_ L.U. 1176189 - I - L.U. 11'76192 .G,Q I ! � \ I . I I LOCATION,, OF I - � 0, � u LNS JOB NO. S090901--6&8 , PPROXIMATE i '10 I I I 0 1 / I I 1 S090901 -1 O&I I i 0 -f 710,000 11 Al 1\1 PFR CABARRUS � I I ; , I I ,p I f FLO.jODPL, . — _ - , I - I I I I f � I . I G `\ll '10 , 'COUNTY : f I . � I 1 A* \ 1 I o® GIS I I I I I �\j j I 1 � � 1, I I 4 I 1�1'� � I I � I I I I - -1 - - - I - f I V I I � �'i , vlli % 111 I 11 I � , jjgi;jpFw,A. w � I %0-11 I I I I I I CIL IROF LEGEND 9 TRANSMISSION POLE — — PROPERTY LINES BWF BARBED ARE FENCE R/W LIMITS EWF EXISTING WIRE FENCE ____ CA DITCH : _.— SILT FENCE SEE DTL 7/SHT. Dl - — TREE PROTECTION .. SILT FENCE WITH ROCK I OUTLET SEE DTL. 6/SHT. DI , DELINEATED WETLANDS I - - - - i ACCESS ROADS SEE DTL 4/SHT. D2 , - - - ACCESS ROADS TO BE MATTED DELINEATED STREAM I SEE DTL 4/SHT. D2 m I e1_11AIJ_11�., CLEARING LIMITS F-7.7—.. I LIMITS OF DISTURBANCE HC L"... 1.1.11 """' = WATER BAR SEE DTL 6/SHT. D2 -,-;- 100 YEAR FLOOD PLAIN om CONSTRUCTION ENTRANCE SEE DTL. 4/SHT. Dl RCP REINFORCED CONCRETE PIPE CMP CORRUGATED METAL PIPE HDPE HIGH DENSITY POLYETHYLENE PIPE 1 CONSTRUCTION ENTRANCE AND i- CULVERT SEE DTL 3/SHT. Dl 10, <, WATTLE CHECK DAM SEE DTL. 7/SHT. DT-400 )W TEMPORARY BRIDGE. SEE DTL 2/SHT Dl P-## PROPOSED STRUCTURES HF-## PROPOSED STRUCTURES T-### EXISTING STRUCTURES I WETLAND TOTAL FILL MATTING CLEARING SIZE (AC.) (AC.) (AC.) _ W 0.742 0.186 10 SF W2 0.030 — 0.030 W3 0.096 — 0.089 WETLAND TOTAL FILL MATTING CLEARING SIZE (AC.) (AC.) (AC.) W4 0.034 — 0.026 W5 0.036 — 0.025 - i W6 1 0.072 1 0.055 I' 0.016 �] 2034090® � , 'S. M m o - - Rm , -,! P's �v — - I , � L)U'l Kt �111111111 __ 1, le"ll a 1. il I Ef. - I , I I lm 1 Ga 0 1 � ER " N ' :711f 400 S. TRYON STREET PO BOX 1007 CHARLOTTE N.C. 28201-1007 TELEPHONE NO. (704)382-6658 1 � I I 1; I I I I I I I I I I I I I I I I I I I I I I I � I I WETLAND TOTAL FILL MATTING CLEARING SIZE (AC.) (AC.) (AC.) _ W 0.742 0.186 10 SF W2 0.030 — 0.030 W3 0.096 — 0.089 WETLAND TOTAL FILL MATTING CLEARING SIZE (AC.) (AC.) (AC.) W4 0.034 — 0.026 W5 0.036 — 0.025 - i W6 1 0.072 1 0.055 I' 0.016 �] 2034090® � , 'S. M m o - - Rm , -,! P's �v — - I , � L)U'l Kt �111111111 __ 1, le"ll a 1. il I Ef. - I , I I lm 1 Ga 0 1 � ER " N ' :711f 400 S. TRYON STREET PO BOX 1007 CHARLOTTE N.C. 28201-1007 TELEPHONE NO. (704)382-6658 1 � I I 1; I I I I I I I I I I I I I I I I I I I I I I I � I I WETLAND TOTAL FILL MATTING CLEARING SIZE (AC.) (AC.) (AC.) W4 0.034 — 0.026 W5 0.036 — 0.025 - i W6 1 0.072 1 0.055 I' 0.016 �] 2034090® � , 'S. M m o - - Rm , -,! P's �v — - I , � L)U'l Kt �111111111 __ 1, le"ll a 1. il I Ef. - I , I I lm 1 Ga 0 1 � ER " N ' :711f 400 S. TRYON STREET PO BOX 1007 CHARLOTTE N.C. 28201-1007 TELEPHONE NO. (704)382-6658 1 � I I 1; I I I I I I I I I I I I I I I I I I I I I I I � I I 2034090® � , 'S. M m o - - Rm , -,! P's �v — - I , � L)U'l Kt �111111111 __ 1, le"ll a 1. il I Ef. - I , I I lm 1 Ga 0 1 � ER " N ' :711f 400 S. TRYON STREET PO BOX 1007 CHARLOTTE N.C. 28201-1007 TELEPHONE NO. (704)382-6658 1 � I I 1; I I I I I I I I I I I I I I I I I I I I I I I � I I PROJECT NARRATIVE THE PROPOSED BARRIER ROAD 100 KV TRANSMISSION LINE PROJECT IS LOCATED IN CABARRUS AND ROWAN COUNTIES, NORTH CAROLINA, AND WILL ENCOMPASS APPROXIMATELY 2.8 MILES OF A CLEARED AND MAINTAINED EXISTING 68-FOOT DUKE ENERGY-OWNED RIGHT-OF-WAY. PRIOR TO INITIATING TEI,!?ORARY AND PERMANENT CONSTRUCTION PHASES ASSOCIATED WITH THE NEW TRANSMISSION FACILITIES, A DUKE ENERGY CONSTRUCTION CONTRACTOR WILL INSTALL EROSION CONTROL MEASURES TO ENCOINIPASS THE AN"19CIPATED CONSTRUCTION LIMITS. AN AVOIDANCE AND MINIMIZATION OF DISTURBANCE APPROACH HAS BEEN INCORPORATED INTO THE SITING OF THE EROSION CONTROL MEASURES BY UTILIZING EXISTING STABILIZED ACCESS POINTS AND STABILIZED RIGHT-OF-WAY ACCESS ROUTES, WHENEVER POSSIBLE. EROSION CONTROL MEASURES ARE INDICATED HEREIN FOR PERMITTING USE ONLY BY THE NORTH CAROLINA DEPARTMENT OF ENVIRONMENT AND NATURAL RESOURCES (NCDENR) LAND QUALITY SECTION. THE INITIA',,L PROJECT DURATION IS ANTICIPATED TO BE FOUR WEEKS FOR INSTALLATION OF THE EROSION CONTROL MEASURES WITH MAINTENANCE AS NEEDED DURING THE CONSTRUCTION OF THE TRANSMISSION FACILITIES. jxe_b (a TRANSMISSION POLE PROPERTY LINES BWF BARBED WIRE FENCE R/Iff- LIMITS EWF EXISTING WIRE FENCE C/L DITCH _.- SILT FENCE SEE DTL. 7/SHT. D1 TREE PROTECTION W3 SILT FENCE WITH ROCK - -43- OUTLET SEE DTL. 6/SHT. D1 DEU11k1EATED WETLANDS - - - ACCESS ROADS SEE DTL 4/SHT. D2 W5 0.036 ACCESS ROADS TO BE MATTED I DR 11"IEATED STREAM W6 SEE DTL. 4/SHT. D2 M ' 0.055 0.016 CLEARING LIMITS 0.111 - 0.022 LIMITS OF DISTURBANCE HC HAND CLEAR - am WATER BAR SEE DTL. 6/SHT. D2 100 YEAR FLOOD PLAIN Pm CONSTRUCTION ENTRANCE 0.042 SEE DTL. 4/SHT. DI RCP REINFORCED CONCRETE PIPE CMP CORRUGATED METAL PIPE HDPE HIGH DENSITY POLYETHYLENE PIPE CONSTRUCTION ENTRANCE AND CULVERT SEE DTL 3/SHT. D1 < WATTLE CHECK DAM SEE DTL. 7/SHT. DT-400 )11( TEMPORARY BRIDGE. SEE DTL 2/SHT D1 P-## PROPOSED STRUCTURES HF-## PROPOSED STRUCTURES T-### EXISTING STRUCTURES WETLAND TOTAL SIZE (AC.) FILL MATTING (AC.) CLEARING (AC.) W1 0.742 0.186 0.00023 W2 0.030 - 0.030 W3 0.096 - 0.089 W4 0.034 - 0.026 W5 0.036 - 0.025 W6 0.072 0.055 0.016 W7 0.111 - 0.022 W8 0.003 0.002 - W9 0.079 - 0.018 W10 0.042 0.042 MAJOR ELEMENTS OF DWQ CONSTRUCTION GENERAL PERMIT Silitt A rvs StabJUnCl 411 Sitablilization Tim T."iftne., 17vain 'raxne Exceptions fi svvahlts," dit 7 None ap High Quality -71 Watcr MQW) N on, c Zia ftc-S. II,. f 2 .) (b)) 'niU_- major ,.hang"_ III Illu Parrull 41te pru-viou.s One d":. the Ataftea- -t, wt tinu 11) :aprelv 'gri.. urld sucib as tnudd at stravi;vi of The U, . uP 11, rela-fluiv- to� iox- Sedim- t A Lrc wt c in tvmsa :,ucjilizauicw, 4mchi5-1 '21 Qhi,ys. Basedatt the new Iso"ry group" -xxn -14.1v t_ 'A, requ iTs,111, kl n. W d a r- CTAG, tirhc Pill'-,,,-'I-:,:-i-,:i<-,,I.i,-,qd FPAdvvu1opCej pelmijI, nowt(yntains, re'LIa[rLnr1ev1t!s t;_,n, "_j 13 oovv.r-w,ftfln -114, arta'd 7 days. 2) 81fillding wnsles JIN't-W.Raig No pali-11 or d wai,,mr.--, in s1;u or s.tct, mo 4draills ful clenvolition, ker d rah A 111 LIS" �"c .6r,.L na saol�n insand',ia ni:�, Mo-vkpilvs must Ulv,, luncutod 50' fevai ,Aoj-m ld`Jfidill� iffid i-inlicss nu rvasonetblc- a1�,Itfznuitives Z (,_'oncvc,,c 1rni--jtc,1 liak rnkt-o be co"Iurolfcd 1t) avoid, cootaQt v•ith iu, rf"a C C .�x ; I t 'e's, -!A _ 11 1, ;'l -,,11-0 S, t,' r 4 It Ai'e I v , . 3) Disetarges to Fir(l. raWy-fisted Waters CA Requ,' the 5-anicas ni previout's puma.. TL ta r ryi It a illhe Dirr, ior nvs that other BM pt-'avid e SEEDING SCHEDULE FOR SHOULDERS, SIDE DITCHES, SLOPES (MAX 3:1): DAM DEE PLAbIANG RATE AUG 15 NOV 1 TALL FESCUE 300 LBS/ACRE NOV 1 V;AR 1 TALL FESCUE & ABRUZZI RYE 300 LBS/ACRE MAR 1 APR 15 HULLED COMMON BERMUDAGRASS 300 LBS/ACRE APR 15 - JUN 30 TALL FESCUE AND BROWNTOP 300 LBS/ACRE MILLET OR SORGHUM-SUDAN HYBRIDS*** APR 15 - JUN 30 TALL FESCUE AND BROWNTOP 300 LBS/ACRE MILLET OR SORGHUM-SUDAN HYBRIDS*** TEMPORARY: RESEED ACCORDING TO OPTIMUM SEASON FOR DESIRED 7-ERMANENT VEGETATION. DO NOT ALLOW TEMPORARY COVER TC GROW MORE THAN 12" IN HEIGHT BEFORE MOWING; OTHERWISIE, FESCUE MAY BE SHADED OUT. FOR SHOULC'EERS, SIDE DITCHES, SLOPES (MAX 3:1 TO 2:1): 126-M IP-L If slope-s tare: 1W or • slilpes steepell less. in tength autd, are t 'li an I , e idays; not s-tee--_per tha'a 2 A, COMBINATIONS: 14 days areaflowed, MAR 1 - Al:;'R 15 ADD TALL FESCUE 7-fd"a S for Slopes • Sl �s 'I A 0'T 11 4 dqvs gr.valu than 50 fecit BERMUDAGRASS in ]-lem-F-1h SEPT 1 MAR I SERICEA LESPEDEZA (UNHULLED �7 UNSCARIFIED) AND TALL FESCUE Nonv a All O er areas (TALL FESCUE) %vi'di slope$ flatter t4 d a, Y,.-;; t han 4-:1 I.-Ilmna).avIrs 1 IIQW Zcmzs` ts�ila iii cif tini. e nuy be. ap.p.rcived, by fli.,ej rn-afl-tang autficiniv luased, fan weath ,r or otfuer Sits -Z;,PuCI_ffhc . th_0.r;, rul, kt ccvn,� pliam c II,. f 2 .) (b)) 'niU_- major ,.hang"_ III Illu Parrull 41te pru-viou.s One d":. the Ataftea- -t, wt tinu 11) :aprelv 'gri.. urld sucib as tnudd at stravi;vi of The U, . uP 11, rela-fluiv- to� iox- Sedim- t A Lrc wt c in tvmsa :,ucjilizauicw, 4mchi5-1 '21 Qhi,ys. Basedatt the new Iso"ry group" -xxn -14.1v t_ 'A, requ iTs,111, kl n. W d a r- CTAG, tirhc Pill'-,,,-'I-:,:-i-,:i<-,,I.i,-,qd FPAdvvu1opCej pelmijI, nowt(yntains, re'LIa[rLnr1ev1t!s t;_,n, "_j 13 oovv.r-w,ftfln -114, arta'd 7 days. 2) 81fillding wnsles JIN't-W.Raig No pali-11 or d wai,,mr.--, in s1;u or s.tct, mo 4draills ful clenvolition, ker d rah A 111 LIS" �"c .6r,.L na saol�n insand',ia ni:�, Mo-vkpilvs must Ulv,, luncutod 50' fevai ,Aoj-m ld`Jfidill� iffid i-inlicss nu rvasonetblc- a1�,Itfznuitives Z (,_'oncvc,,c 1rni--jtc,1 liak rnkt-o be co"Iurolfcd 1t) avoid, cootaQt v•ith iu, rf"a C C .�x ; I t 'e's, -!A _ 11 1, ;'l -,,11-0 S, t,' r 4 It Ai'e I v , . 3) Disetarges to Fir(l. raWy-fisted Waters CA Requ,' the 5-anicas ni previout's puma.. TL ta r ryi It a illhe Dirr, ior nvs that other BM pt-'avid e SEEDING SCHEDULE FOR SHOULDERS, SIDE DITCHES, SLOPES (MAX 3:1): DAM DEE PLAbIANG RATE AUG 15 NOV 1 TALL FESCUE 300 LBS/ACRE NOV 1 V;AR 1 TALL FESCUE & ABRUZZI RYE 300 LBS/ACRE MAR 1 APR 15 HULLED COMMON BERMUDAGRASS 300 LBS/ACRE APR 15 - JUN 30 TALL FESCUE AND BROWNTOP 300 LBS/ACRE MILLET OR SORGHUM-SUDAN HYBRIDS*** APR 15 - JUN 30 TALL FESCUE AND BROWNTOP 300 LBS/ACRE MILLET OR SORGHUM-SUDAN HYBRIDS*** TEMPORARY: RESEED ACCORDING TO OPTIMUM SEASON FOR DESIRED 7-ERMANENT VEGETATION. DO NOT ALLOW TEMPORARY COVER TC GROW MORE THAN 12" IN HEIGHT BEFORE MOWING; OTHERWISIE, FESCUE MAY BE SHADED OUT. FOR SHOULC'EERS, SIDE DITCHES, SLOPES (MAX 3:1 TO 2:1): 126-M IP-L PLANTING RATE MAR I - J[,.N 1 SERICEA LESPEDEZA (SCARIFIED) 50 LBS/ACRE (SERICEA AND USE THE FOLLOWING LESPEDEZA); COMBINATIONS: ' ,heet P5 MAR 1 - Al:;'R 15 ADD TALL FESCUE 120 LBS/ACRE MAR 1 - JU,N 30 OR ADD HULLED COMMON 25 LBS/ACRE BERMUDAGRASS SEPT 1 MAR I SERICEA LESPEDEZA (UNHULLED 70 LBS/ACRE (SERICEA UNSCARIFIED) AND TALL FESCUE LESPEDEZA); 120 LBS/ACRE (TALL FESCUE) NOV 1 MAR 1 AND ABRUZZI RYE 25 LBS/ACRE IF SOIL CONI-14TIONS ARE NOT KNOWN, APPLY LIME AT A RATE OF 1 TO 1.5 TONS/ACRE ON COARSE TEXTURED SOILS AND 2-3 TONS/ACRE ON FINE-TEXTURED SOILS. APPLY LIMESTONE 1,:NIFORMLY AND INCORPORATE INTO THE TOP 4-6 INCHES OF SOIL. APPLY 10-10-10 FERTILIZER AT 700-1000 LBS/ACRE MIXED INTO THE TOP 4-6 INCHES OF SOIL. Sequencing Schedule Week I 'heet P4 Week 2 sheet P4 Week 3 ';beet P5 Week 4 ' ,heet P5 R-MrMTER M I Sheet PI Sheet PI Sheet P2 Sheet P3 Notes: 1) Each Cre,.,V, shall stabilize access areas prior to demobilizir -, and commencing work on other access areas. 2) Demobilization and stabilization confirmation shall be coordinatec: with the NCDENR stormwater inspector. 4 ons. 00v x;ei-n�fioa nx-junt 5111Qr-�Vs * S am in gau-m-e & 4t: C', X31+ D -jv * n-, Pf , ILuj 11-on1a., art"! onJily #0 u imlx b1. n A dunrpht,�g, bits._Ffl�,oss h. iurs un" less, a s4i'v-spzci 11v vtxv M-tPF!"It , �91, d, 0 Rccrords must the kil-pt For 3 yc-ars and available 11pium requ, L 0 Elcoxon"jec.- 111,v-availablc, reeford's nlay Ilk, sullbstira"utc7-di un-dcr ,cc ntaiti, condin ]is_ _Hlflon 55 flymplerjaent-ation of New, Permit C',o,,,-fnd S7 -urmil-lical u-nder thc prcviows peritait caii (7own'll, ap 11 _11 I C, 3 t I tj n r Q C vz v i d p ni K), r t o A t igiz i P! Appt !�Ca&Tkffb _rvx.*rJ,vf,-d ktJ1.er.Ai-gmsA 22', �-21;0 I I atust c-rulluply v ne pu i.-vnjhIi0fln&, ith r w is EROSION CONTROL GENERAL NOTES 1. ALL EROSION CONTROL MEASURES SHALL BE IN STRICT ACCORDANCE WITH LOCAL AND STATE STANDARDS - SPECIFICALLY THE NQ EROSION & SEDIMENT CONTROL MANUAL, AND ORDINANCES. 2. THE CONTRACTOR SHALL DILIGENTLY AND CONTINUOUSLY MAINTAIN ALL EROSION CONTROL BMPS AND STRUCTURES TO ENSURE DEVICES ARE FUNCTIONING PROPERLY TO MINIMIZE EROSION AND SEDIMENT TRANSFER. CONTRACTOR SHALL INSPECT ALL EROSION CONTROL MEASURES AFTER EVERY RAIN EVENT EXCEEDING 1/2" AND AT LEAST ONCE PER WEEK. THE CONTRACTOR SHALL MAINTAIN CLOSE CONTACT WITH INSPECTOR SO THAT PERIODIC INSPECTIONS CAN BE CONDUCTED AT APPROPRIATE STAGES OF CONSTRUCTION. 3. THE TOTAL ANTICIPATED DENUDED AREA IS 23.4± ACRES. DUE TO THE LINEAR NATURE OF THE PROJECT AND SITE UNKNOWNS, THE TOTAL PERMITTED ACREAGE OF DISTURBANCE IS 23.4 ACRES. 4. THE TOTAL LENGTH OF THE PROJECT IS APPROXIMATELY 14,735 LINEAR FEET (2.80 MILES). 5. THE SOIL CLASSIFICATION VARIES. 6. FINAL LOCATION OF WATER BARS, SILT FENCE, WATTLES, CONSTRUCTION ENTRANCES, ETC. SHALL BE ADJUSTED IN THE FIELD BY CONTRACTOR BASED ON SITE CONDITIONS AND INSPECTOR'S RECOMMENDATIONS. 7. ADDITIONAL EROSION CONTROL DEVICES MAY BE REQUIRED DUE TO FIELD CONDITIONS OR AS DIRECTED BY THE INSPECTOR INCLUDING THE USE OF MATTING ON ALL DISTURBED AREAS IF WET CONDITIONS ARE PRESENT. 8. THE SITE SHALL BE GRADED DURING CONSTRUCTION TO ALLOW ALL RUNOFF TO DRAIN TO SEDIMENT CONTROL FEATURES. 9. STABILIZATION IS THE BEST FORM OF EROSION CONTROL. TEMPORARY SEEDING IS NECESSARY TO ACHIEVE EROSION CONTROL ON LARGE DENUDED AREAS AND ESPECIALLY WHEN SPECIFICALLY REQUIRED AS PART OF THE CONSTRUCTION SEQUENCE INDICATED ON THE CONSTRUCTION DOCUMENTS. 10. PER GENERAL PERMIT NCGO10000, ALL PERIMETER DIKES, SWALES, DITCHES, PERIMETER SLOPES AND ALL SLOPES STEEPER THAN 3:1 SHALL BE PROVIDED TEMPORARY OR PERMANENT STABILIZATION WITH GROUND COVER AS SOON AS PRACTICABLE BUT IN ANY EVENT WITHIN 7 CALENDAR DAYS FROM THE LAST LAND-DISTURBING ACTIVITY. ALL OTHER DISTURBED AREAS SHALL BE PROVIDED TEMPORARY OR PERMANENT STABILIZATION WITH GROUND COVER AS SOON AS PRACTICABLE BUT IN ANY EVENT WITHIN 14 CALENDAR DAYS FROM THE LAST LAND-DISTURBING ACTIVITY. REFER TO TABLE 1) GROUND STABILIZATION. 11. THE ANGLE FOR GRADED SLOPES AND FILLS SHALL BE NO GREATER THAN THE ANGLE THAT CAN BE RETAINED BY VEGETATIVE COVER OR OTHER ADEQUATE EROSION-CONTROL DEVICES OR STRUCTURES. IN ANY EVENT, SLOPES LEFT EXPOSED WILL, WITHIN 21 CALENDAR DAYS OF COMPLETION OF ANY PHASE OF GRADING, BE PLANTED OR OTHERWISE PROVIDED WITH TEMPORARY OR PERMANENT GROUND COVER, DEVICES, OR STRUCTURES SUFFICIENT TO RESTRAIN EROSION. 12. ALL MATERIALS REQUIRED CONSTRUCTION OF SEDIMENTATION AND EROSION CONTROL MEASURES, SHALL BE AVAILABLE ON SITE BEFORE ANY LAND DISTURBING ACTIVITY IS BEGUN. 14. STAGING AREAS AND MATERIAL STOCKPILES FOR THIS PROJECT WILL BE ENCOMPASSED -BY SILT FENCE EXCEPT FOR THE POINTS OF ACCESS TO THE STOCKPILE AREA. 15. THIS PROJECT DOES NOT IMPACT TROUT WATERS. 16. EXISTING ACCESS TO BE IMPROVED WILL BE STABILIZED WITH GRAVEL AND/OR APPROPRIATE COVER. FIELD ADJUSTMENT WITH ADJACENT LANDOWNERS MAY BE NECESSARY. 6) Coudlft,,,116, iin E ros-Ion' &RA-imi-it -tafi,'(j-R; C 'fi_'t:.r4 plaris whvre the taud 14-dia� gn-iat,tun ort thc, C grvuiid stabdization re-quiromments of the NPDES permit aipply Utesiattatifun., on 10he p1ans vvNirk. baslu�,,_stfivat okamply With the siort' 41u, �_i acv-7ovt lr;,,t oFal val ul oWth(, N F D I E S; 7) ng,Wastes. Hurndltifig No pain-tri, of liquid. wastesi i�i I i stream. or storm drafras Dr11(lated aiv- s kir N. ast 'to .,4 vs �caaed50" (,�rcatl utnfess,- T,-tci tea, dre available.. "a p te Stow dra,JUns 'umbiless nareawnabIc ;,th rntoffitvv.,,, avalhAble. Coixamtc. Mau ri'ahs- minst be cojit-'t-olled to avoid. rcon.tacif with. surface waters, v% 'fl or bul"Ters. Sed'i"men"t'. Basins ou-t1but shructar-o's friann has in sta-fitc-c: N unkss,, dr- 'nnsgc- ar Liis lesst an- I Lacrv.% 0 Use wfly DWQ-Lrpprjaved floccund-ants d['11ac E &L`57C, Man losais".Py -"Jhe cv,111ditions, afthe Org,.,racnal it mm mrcjx, whcrc the ygr Liffid ' Llithi1i; dart f'oquinimnents a ply imd location cd adziC- wh, ve thc su-Eacv-wah--!Te iv, [x,,� I y 5i 5 I F11111 � 'llgiign 104W A. CONSTRUCTION SEQUENCE: 1. OBTAIN AND MAINTAIN ON SITE THE LAND-DISTURBING PERMIT FROM NCDENR. 2. CONTACT THE STATE INSPECTOR (704-663-1699) TO SCHEDULE AN ON-SITE PRE-CONSTRUCTION CONFERENCE TO DISCUSS EROSION CONTROL MEASURES. 3. INSTALL SILT FENCE, SILT FENCE STONE OUTLETS, WATTLES AND CONSTRUCTION ENTRANCES AS SHOWN ON PLANS, PRIOR TO ANY SITE DISTURBANCE ACTIVITIES (CLEARING, GRUBBING, GRADING, OR EXCAVATION). 4. CONTACT THE INSPECTOR (704-663-1699) FOR AN ON-SITE INSPECTION OF THE INSTALLED SILT FENCE. 5. AS ACCESS PROGRESSES ALOR G LORGER ROUTES, INSTALL WATER BARS AS INDICAT ON THE PLANS. I 6. INSPECT ALL EROSION CONTROL DEVICES AT WEEKLY INTERVALS AND AFTER EVERY RAINFALL EXCEEDING 1/2" TO VERIFY THAT THEY ARE FUNCTIONING PROPERLY. ANY ACCUMULATED SEDIMENT SHALL BE REMOVED AND PLACED IN A DESIGNATED SPOIL DISPOSAL AREA APPROVED BY THE INSPECTOR. CONDUCT PERIODIC INSPECTIONS OF ALL EROSION AND SEDIMENTATION CONTROLS AND MAKE ANY REPAIRS OR MODIFICATIONS NECESSARY TO ASSURE CONTINUED EFFECTIVE OPERATION OF EACH DEVICE. 7. BEGIN CLEARING, GRUBBING, AND CRANE PAD GRADING OF THE POLE/TOWER SITES. 8. NOTE: IT IS ANTICIPATED THAT EACH ACCESS AREA WILL BE ACCESSED FOUR (4) TIMES DURING CONSTRUCTION, ALL DISTURBED AREAS SHALL BE SEEDED AND MULCHED AFTER EACH ACCESS. TEMPORARY SEEDING FIRST THREE (3) AND PERMANENT SEEDING WHEN PROJECT IS COMPLETE. 9. CONTRACTOR TO REMOVE ALL EROSION CONTROL MEASURES AFTER SITES ARE STABILIZED AND APPROVAL IS GIVEN BY THE INSPECTOR. DiJIL-011 1K F. WN ENr Rk 400 S. TRYON STREET PO BOX 1007 d1L1 A 01 ^T'TC AI t' ')OnM - 4 r%r%7