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Home My WebLink AboutNCC241563_Site Plan or Location Map_20240528 CONSTRUCTION SEQUENCE: w think,design,build DISTURBED AREA: 3.6 ACRES EROSION CONTROL LEGEND w LIMITS OF DISTURBANCE SEEDING SCHEDULE (TEMPORARY SEEDING) C7.0 SYMBOL LEGEND 1. ALL EROSION CONTROL MEASURES SHALL BE IN STRICT COMPLIANCE WITH ( ) JOHNSTON COUNTY STANDARDS. DEVIATIONS FROM THE APPROVED PLAN N _ DATE TYPE PLANTING RATE ��el MUST BE APPROVED BY THE INSPECTOR AND IMMEDIATELY NOTED TO THE C REEDY BRANCH (CLASS C) IS THE RECEIVING WATER COURSE. JAN 1 -MAY 1 RYE GRAIN(SECALE CEREALE) 120 LBS/ACRE TEMPORARY GRAVEL CONSTR. ENTRANCE (C7.0) �te��elj�j��ete�l POWER POLE 'O., 2. OBTAIN ENGINEER AND EROSION/SEDIMENT PERMIT BEFORE ANY. LAND I MAY 1 -AUG 15 GERMAN MILLET(SETARIA ITALICA),OR 45 LBS/ACRE •s.s1 ttS.�t DISTURBANCE ACTIVITIES OCCUR. N, BROWNTOP MILLET UROCHLOA RAMOSA,OR 45 LBS ACRE WATER VALVE/FIRE HYDRANT 0 3. 48 HR PRIOR TO ANY LAND DISTURBING ACTIVITIES,CONTACT CHARLES .w`sU,t��(��.��IO YW W, ( ) LBS/ACRE JR.,ENGINEERING AND ENVIRONMENTAL TECHNICIAN,JOHNSTON Q `9,c .. `' RO4 RO WEEPING LOVEGRASS 5 LBS/ACRE SILT FENCE(C7.0) o a 0 o 0 COUNTY PUBLIC UTILITIES AT(919)209-8333,TO COORDINATE A �" / �6'�. EX. SIGN POSTti - AUG 15 - DEC 30 RYE GRAIN(SECALE CEREALE) 120 LBS/ACRE PRE-CONSTRUCTION CONFERENCE AND TO DISCUSS EROSION CONTROL QPpFE�S/ - AUG 15 - NOV 30 ANNUAL RYE GRASS 40 LBS/ACRE SILT FENCE/TREE PROTECTION (C7.0) m m m EXISTING OVERHEAD -OHE OHE-OHE- MEASURES. FAILURE TO DO SO WILL RESULT IN A NOTICE OF VIOLATION SE AND SUBJECT THE FINANCIALLY RESPONSIBLE OWNER TO FINES . _ = SEAL NOTES: TEMPORARY DIVERSION DITCH C7.0 ELECTRIC 4. COORDINATE UTILITY LOCATIONS AND RELOCATIONS WITH SERVICE E Z443S 1. FOR OPTIMUM RESULTS,A SOIL ANALYSIS SHOULD BE PERFORMED TO DETERMINE ( ) > PROVIDERS. o, 94. NUTRIENT AND LIME NEEDS FOR THE SITE. EX. FENCE -X-X X-X-X- 5. INSTALL THE TREE PROTECTION AND SILT FENCE AS SHOWN ON PLANS 0 F G I BEEQ .. 2. CONSULT CONSERVATION OR ENVIRONMENTAL ENGINEER FOR A SOIL ANALYSIS AND FOR SILT FENCE OUTLET(C7.0) ® PRIOR TO ANY SITE WORK.CLEARING TO BE LIMITED TO AREA NECESSARY ':6' '1' A' FOR INSTALLATION,THEN IMMEDIATELY STABILIZED. (NO OTHER CLEARING, w ".i 9/ RECOMMENDATIONS AND INFORMATION CONCERNING SEEDING, FERTILIZING,AND w a �R P111P,."`• EX. WATER LINE GRUBBING,GRADING,OR EXCAVATION IS AUTHORIZED. ry„x�x'Ir"1 ALTERNATIVES FOR VEGETATION. SEDIMENT BASIN BAFFLE (C7.0) O C O ) �y 3. THE ABOVE INGERATE MBIN ARE THOSE THAT DO WELL UNDER LOCAL CONDITIONS; 6. AFTER THE INSPECTOR HAS APPROVED THE FENCE INSTALLATION,INSTALL 04/02/2024 OTHER SEEDING RATE COMBINATIONS ARE POSSIBLE. EX. METAL GUARDRAIL 1 1 1 1 CONSTRUCTION ENTRANCE SHOWN IN R/W. INSTALL SEDIMENT TRAP AND m 1 4. TEMPORARY ANNUAL SEEDING SHALL BE BASED ON THE SEASON. DURING OVERLAPPING DIVERSION DITCHES. CLEARING TO BE LIMITED TO AREA NECESSARY FOR \ SEASONS,A MIXTURE OF TEMPORARY SPECIES IS ACCEPTABLE PROVIDED APPLICATION PARCEL BOUNDARY INSTALLATION,THEN IMMEDIATELY STABILIZED.(NO OTHER CLEARING, o RATES ARE NOT IN EXCESS OF THE TOTAL RECOMMENDED RATE PER ACRE. GRUBBING,GRADING,OR EXCAVATION IS AUTHORIZED). 7. BEGIN GRADING OPERATIONS,CLEARING AND GRUBBING. 0 5. APPLY SOIL NUTRIENTS AND AMENDMENTS PER SOIL ANALYSIS,OTHERWISE 750-1000 8. STABILIZE DENUDED AREAS AS THEY ARE BROUGHT UP TO FINISH GRADE m LBS OF 10-10-10 FERTILIZER AND UP TO 2 TONS OF DOLOMITIC LIME PER ACRE. WITH VEGETATION,PAVING,ETC.DENUDED AREAS TO BE STABILIZED WITH 5 \ 6. MULCH AFTER SEEDING WITH 1.5 TONS OF GRAIN STRAW PER ACRE AND SECURE IN TEMPORARY SEEDING WITHIN 21 CALENDAR DAYS OF SUSPENSION OF ANY PLACE WITH CRIMPING,TACKING AND/OR NETTING TO PROTECT SEEDBED AND PHASE OF ACTIVE GRADING.PERMANENT GROUND COVER TO BE INSTALLED ENCOURAGE GROWTH. WITHIN 15 DAYS OR 30 CALANDAR DAYS OF COMPLETION OF r, CONSTRUCTION(WHICH EVER IS SHORTER).PERMANENT GROUND COVER 1/ 7. DO NOT ALLOW TEMPORARY COVER TO GROW MORE THAN 12"IN HEIGHT BEFORE ON SLOPES TO BE INSTALLED WITHIN 21 CALENDAR DAYS. MOWING,AS OTHER ESTABLISHMENTS MAY BE SHADED OUT. 9 INSPECT ALL EROSION CONTROL DEVICES WEEKLY AND AFTER EVERY EXISTING FIRE _ RAINFALL EXCEEDING 1"FOR PROPER OPERATION.ANY ACCUMULATED HYDRANT SEDIMENT SHALL BE REMOVED AND PLACED IN A DESIGNATED SPOIL o DISPOSAL AREA APPROVED BY THE INSPECTOR. MAKE REPAIRS OR MODIFICATIONS NECESSARY TO ASSURE CONTINUED EFFECTIVE OPERATION c \�� EXISTING RIPRAP PROTECTION (N OF EACH DEVICE. LLIIIIIIII is° a P.) 10.RECONSTRUCT ALL DIVERSION DITCHES AS SITE IS BROUGHT TO GRADE 2 EX.TOP OF BANKS(TYP.) 11.PER-INSPE TI COUNTY REQUIREMENTS,A RAIN GAUGE, C269, EXISTING NEUSE RIVER SELF-INSPECTIONS RECORDS,PERMIT,CERTIFICATE OF COVERAGE,AND MI 26 / BUFFER BOUNDARY(NP.)x -x -- S&E PLAN ARE REQUIRED TO BE MAINTAINED ON SITE AND ACCESSIBLE ` _ DURING INSPECTION.IT IS RECOMMENDED THAT THESE ITEMS BE PLACED ,'-= -266- y-x 1�x -x x IN A PERMITS BOX AT THE BEGINNING OR ENTRANCE OF PROJECT EXISTING TREE LINE \ / x -x- 267-x -` -- a, (TYP) \ 0 6�� ' ` _`_-r -" 263 =- _-x-�--_._-x- 12.SELF-INSPECTIONS FOR EROSION AND SEDIMENTATION CONTROL MEASURECa S ` ARE TO BE PERFORMED AT LEAST ONCE EVERY SEVEN CALENDAR DAYS ?f'o _ J x�x�x �` \\ AND WITHIN 24 HOURS OF EVERY RAIN EVENT OF GREATER THAN 1 INCH. \ \ I 1 \ ,,✓✓ `�p _ _ 10'LAND BUFFER AND BUILDING BACK_` -�' l I\ / mwt-LPL 99/ SET ANY NEEDED REPAIRS SHALL BE MADE IMMEDIATELY TO MAINTAIN x Ill\ \ \ \ • 11 \ 5��•/ / W, SOB / 'yWt-61 TTPL / / \ �. / \. / _ _ _ _ _ _ _ MEASURES AS DESIGNED.ALL ESC MEASURES SHALL BE MAINTAINED ASCI:II\\\ y"�� ` -�260�� ±'- \- SPECIFIED IN THE CONSTRUCTION DETAILS ON THIS PLAN.A RAIN GAUGE m E l 0,\N�. �J JfEF' -1 w 6 ".y0 62�_ / WI 6ftTTPl� / ~ SHALL BE INSTALLED AT THE PROJECT SITE FOR MONITORING. I I. 1- a 1` m x \)lll\ \ 'y V'E ER / 7 ` `/` /i.�_ _'. /,,005t/ \. \. . 13.START GRAVEL SURFACE AND FINAL GRADING. II LL,L \ \1 .xa, ‘,:'‘''''4 F-,gV �� __� /- - wl / /` - `1' / vV, 33 _ -\ - '- 14.ONCE SITE IMPROVMENTS ARE COMPLETE,AND SITE IS COMPLETELY \/Nll \ \ I\` *i1 ry V!I-Sy. ®.\62 / ..1‘. - - - '/ .-''-3/4m'"'/��_�t�32 --, 31 C37,4e`1 " N. ( 1 ENVIRONMENTALQN TECHNICIAN TACT LEWITHEJOHNSTON COUNTYE PUBLIC NG NUUTILITIES AT (*CO EXISTING FENCE(TYP.) 1� \ lN\ \ /)f/�f, \ Z. / --_:-....1,„,, � / �vll;57 / i0 t� V \ \ WISE GUYS OZB, LLC Y I (919)209-8333 FOR AN INSPECTION. IF APPROVED,BEGIN REMOVAL OF E \ II \ ' -I - - / /-`! 57 /�W,-63 - yy/ / / -- 6S \ \ TEMPORARY SEDIMENT BASIN . t9 mE m. \1 \ l pµ ((1 - / / / '4 /-/ PIN: 167700-53-8666 • 15.REMOVE ALL SPOILS FROM SEDIMENT BASIN AND WASTE OFF-SITE(OR `" / S6TTCH / W1�3 \ \ D B. 06292. PG. 0475 / - 1. SPREAD ON-SITE WITH EXPRESS GENERAL CONTRACTOR APPROVAL) \ \ ,± - / I WETLANDI yl - /�I". // \ ` 1-2 �� t-8 AREA: 969,471 SF �P 16.FINISH THE GRAVEL SURFACE GRADING.INSTALL THE FENCE&GATES AS l\ \ �._ - �� / I C q SHOWN ON PLAN . 4 EXISTING OVERHEAD x ' tl (W1-55TTC I, �`�!.. /`1' / V� 6a f / /�y-65. ", �i /. ® S2\ \ \ 22.256 A'C \ ' I 1].PERIMETER MEASURES MUST BE LEFT IN PLACE UNTIL ALL UPLAND AREAS �-R 1/� h \ _2 4 ARE PERMANENTLY STABILIZED.AFTER SITE IS PERMANENTLY STABILIZED. COORDINATOR: UTILITY POLE(TYP.) \\\\ 266- t'` \ \ -` I - - - - \1i®'j _ _ �' _ I - -36 \ N. �\- \ \ I - - - - - - I REMOVE ALL TEMPORARY EROSION CONTROL MEASURES AND PROVIDE Blair Pittman EXISTING OVERHEAD „ \ -r / w, 65 (/ WOODS -� 1 PERMANENT SEEDING WHERE TEMPORARY MEASURES HAVE BEEN REMOVED \ \ -263 \ \ � 1 J AND GROUND COVER IS NOT ADEQUATE. SEDIMENT BASINS MAY NOT BE UTILITY LINE(NP.) �? '�„ o, - 1 Sa - - - - ram\ - N - - - -- - - - r's, \ \ \\ - - - I - -I WETLAND - / REMOVED UNTIL ALL UPLAND AREAS ARE PERMANENTLY STABILIZED. PROTECT CONTROL:BRIDGE SPIKE , 1 /_ _ 1 \ ) _ ) _ _ _ _ ____,0,___ \� Wt 2 _ _ _ _ - 1 18.ONCE ALL CONSTRUCTION IS COMPLETE AND VEGETATION HAS BECOME DRAWN BY: NAD83/2011 LOCALIZEDN:67038502 \ \ \ N, m \ / 1 .rti 6j\/. / / \ "9Z�\ I / \ I / ESTABLISHED,CONTACT CHARLES PENDER,JR.,ENGINEERING AND BC y_ � wl-3 q\\ I / ENVIRONMENTAL TECHNICIAN WITH JOHNSTON COUNTY PUBLIC UTILITIES AT E:2175067.87 I . N �`�_ 2� _� I \ 1 M 1 / 6p \ 1 ELEV.264.99' \ \ \\ \ \ '\'' O\ / 1 J _ 6 _ WETLAND 38 \\ I '1 r.N / \ (919)209 8333 FOR A FINAL SITE INSPECTION. CHK BY:BPP COMBINATION OF TEMPORARY •l �\ T _ _ .. / _ Y. / 1,, \ _ _ _ 1. l ) 1 ) _ I/ _ NOTE:EXISTING SOIL TYPES ON SITE _ , 26 I No-T LOAM,0 2%SLOPES SILT FENCE AND TREE ••'� \ - - - - - NOB-NORFOLK LOAMY SAND,2-6%SLOPES PROTECTION FENCE TYP. --1_,./ / •w. 5z EXISTING WETLAND EXISTIN�WETLAND- p - - UcB-UCHEE LOAMY COURSE SAND,2-6%SLOPES ( ) \ \l\\\ I\ • i \ •.y I J .BOUNDARY.(TYP, /. l \ - w-39/� / \ Iry \ BOUNDAR (TYP.) 1 I:. Bb-BIBB SANDY LOAM,FREQUENTLY FLOODED,0-2%SLOPES �1 � % \11, t \ , �\ I j ,� / 1L\11,`25 l \ \\ y\�4\ 2631 / .:� / \692�_ \ �1- _ \. \ • •� J \ 1TRAPEZOIDAL TEMPORARY DIVERSION DITCH �,/.uk1 ti/ / c I I - J • ••••i`'•�• \ / \`N. 1 BOTTOM WIDTH, 1'DEPTH 3.1 SIDE SLOPE -aD I mow' \� �zs3 FG ,p NEW 15"RCP CULVERT , ••N l� 26/ \ \ \ \,� � 01 0%SLOPE DITCH ID#3 > /// / /9 / \ �� `��\ W-2i 4' \ /.I' I / V'sf• 01.5%SLOPE PROVIDE WITH JUTE NET LINING v 9 � .'. \ •`* L \ `F \( \mil, / �a 1 / \ 2a \ \ " F•1�`.G S X8'Xi(DEPTH) NCDOT * N��T•� \ \ \ \ 2 ., '/ - IWOODSI wl-a2m _ Cs \ \ " /- / OG`L�`r0. CLASS-B RIPRAP PROTECTION - J N. \ .l / y'/ '1 / / // / \2 \ \\\\gyp, I I I 11 \ 1( ` P EXISTING TREE(LINE \ \\G\n l \ \/ _` \\ \\'l,.,, / / /D / \ \ \ \ \ ' / `\ \ - FP F,,. TO BE REMOVED TYP. \ ) . / F(E \ \ \\\` o \,� ` �� w, q///mwt 43 /EXISTING ELD MARK - _ \ \ itw1 16 ( \- I \ \\ \ \\\\\l \ I .- / WETLAND yOUNDARY / \ \ \ \ \ I I WOODS / _ \ „\ \ • / \\ \ -•f \ 77' TOP OF BERM / /_zs \ / pe (ELEV. 262.00)' s/ t ,5. / \ \ \\\\ 1 \ \ \._. / \ \ \ \ _L // I , ex- i- / /SKIMME%SEDIMENT BASIN{�� \ \ \ \ \\ /� \' 11I EXISTING TREE LINE \ \ \ \I \ \� \ / / I tt/ / // / / / �9sz\ \ \ \ I \\\ I I -.i9\ JI I W TO BE REMOVED (TYP.) \ l /9 / \ \\\\'\\� �s \ / / I t '' \ \ / i/ / / III / / , --! {�� ` �. / / H TEMP. ( I / I Ii a - ± - zfiz -. �! \1 \ PROJECT:WISE ROAD STORAGE s \ \\\ ` / / •�'STO AREA LE IWOODS I I I I//I / Il I/ � l L I -I ) FTEMPORARY LOW FROM SKIMMER KIM SITORM SEDIMENTBASIN DESIGN BASIN#2CL LIMIT OF DISTURBANCE(TYP) i�llllll �,.. 0 \ / -` •. \ / e / 10��' TRAPEZOIDAL TEMPORARY DNER$ION DITCHI / / III - 'ND I l 1 / C(VALUE) =0.5O,: TEMPORARY SILT FENCE(TYP) I I / I 1 ( I INTENSITY =7.22 �\V�' �� „N\ 1'BOTTOMPE WIDTH, 1' DITCH 3: SIDE / I 1 f / \ l TOTAL DRAINAGE AREA(AC.) =1.43 AC<10 AC TEMPORARY SILT FENCE OUTLET(TYP) `•� \� • / \ IPROVIDE WITH JUTE NET LINING ) �, I�n� / 6 �� Q=5.16 CFS \ N // l \ _ = I \ / / I 1(s ' 2sz-�, i/ / I VOLUME REQUIRED =2574 CF(1800 CF/AC) \ '. \\ \'' \ `/ c SLOPE DR SAT ALL DIVERSION / ) �( -1 1 ' 2 BASIN DESIGN CO METAL GUARDRAIL(TYP.) r s / / / \ l DITCHES A/BASINS(TYP) / / / - L/ J �+ / TRAPEZOIDAL \ \\\�\N\ .//��'// \ - EXISTING ENTRY GATE / \ I"I''':')(:/-':.3 l \ I \ DEPTH =2 FT BOTTOM WIDTHPORARY 3510 SIDE ITSLOPE �l``�\\� iiiJJJ 1'DEPTH \ \ \\\\ � '/'.\ I c �zs (�2ss� �� / / / / I Is \ LENGTH =50 FT ®1.09.$LOPE DITCH ID2 / / /m I IPROVIDE WITH JUTE NET LINING \ 3*'4a _.�\2 1--- �N I i �a EX. NEUSE RIV WIDTH -26 FT � NG\ \ I / / ® I JAI" BUFFER BOUND L/W RATIO(21TO 6:1)=2:1 OK PROJECT:WISE ROAD STORAGE \ \\ ,I�1,``,, �s� \ z61� <�� \ > �� - / / / III1\ / ®' /� �P.) BOTTOM ELEVATION =259Q TEMPORARY SKIMMER SEDIMENT BASIN DESIGN BASIN#1 ` \ ,N... ,. • � / /_ 262_ \ \� �2so / 1 y�\e1\ '\�/ \ I. SIDESLOPE =3:1 /\FLOW FROM 10 VR STORM Q -CIA SKIMMER SEDIMENT \ -� / / ///ry `� )II `y, \ O0\ \, -1. cs 1 \ \ i / >\ BASIN VOLUME PROVIDED =3472 CF>REQUIREDC(VALUE) -0.5 BASIN#1 \\\ / -J.. � (INTENSITY =7.22 N \ - ••uti \\ �6 / � // 1\\' III /- EX.STREAM CHECK FOR SURFACE AREA REQUIREMENT Z TEMPORARY SKIMMER \\ \ WIN \ / / 1. \ �2fi _ ..,.,30.DuiLDING s /�� \ I� l\ , - �IY (LOCATION IS APP TOTAL DRAINAGE AREA(AC.) =2.07 AC<10 AC (SEE CALCULATIONS FOR \ 1 \\ \ \\a\ y SS /,I( l.. \ .>, T $.A.REQUIRED q=7.47 CFS ORIFICE SIZING) \ \� \ z - • A'• \ / / //// \�/ \ z aX325 SF =1677 SF Z \�- -4ez \ �iiti••-•'. ` ,....- L - 10•LANDSCAPE DUFFER - - - - �� T �� VOLUME REQUIRED =3726 CF(1800 CF/AC) SEDIMENT BASIN WEIR \\ �.• Dsy -- i r"� \ �� 95 -� - !- zs! `\ S.A.PROVIDED =1736 SF>REQUIRED 1 1 1 O O ARMOUR WITH NCDOT \\ IV: ,z- - �' 1 . . �/ BASIN DESIGN \ \\_ a_ i / *DEPTHSHOWN IS TO TOP OF BERM,THIS INCLUDES FOR LL CLASS.B.RIPRAP(TYP) \\ a -y," - - / q 0, \- "9 EX. POND BOUNDARY DEPTH =2 FT TOP OF BERM \��z I / \\ T per- //' (LOCATION IS APPROX.) 1'FREEBOARD,REMOVE 0.5'FOR WEIR HEIGHT.ADDITIONAL 0.5'LENGTH =62 FT (ELEV. 261.50) ^;'\ F2 IS ACHIEVED BY CREATING CROWN AT THE TOP OF BERM CO, w WIDTH =31 FT \ s� II � *TRAP TO BE ARMOURED WITH CLASS B RIPRAP //1 L/W RATIO(2:1 T06:1)=2:1 OK e+, �� _ - zss- zso�-zss� /� / \WEIR DESIGN \ BOTTOM ELEVATION =258.5 5'XS'X1'(DEPTH)NCDOT `'0/w 2se S CLASS-B RIPRAP PROTECTION LENGTH =10 FT SIDE SLOPE =3:1 NEW 18"RCP CULVERT®0.5%SLOPE A - -- BASIN VOLUME PROVIDED =S032 CF>REQUIRED TEMPORARY CONSTRUCTION Tx srIEXISTING TREE LINE CAPACITY FOR 0.5'HEAD=9.2 CFS >10-VR STORM ENTRANCE 50'X25' (TYP.) (TYR.) CHECK FOR SURFACE AREA REQUIREMENT SKIMMER SIZE DESIGN S.A.REQUIRED SKIMMER SIZE =1.5IN 24 X 36 HEAD ON SKIMMER =0.125 FT QX32S SF =2427 SF S.A.PROVIDED =2516 SF>REQUIRED ORIFICE SIZE =DIN *DEPTH SHOWN IS TO TOP OF BERM,THIS INCLUDES FOR DEWATERING TIME =3.15 DAYS OKAY DEC 12,2022 1'FREEBOARD,REMOVE 0.5'FOR WEIR HEIGHT.ADDITIONAL 0.5 IS ACHIEVED BY CREATING CROWN AT THE TOP OF BERM 22-0343 *TRAP TO BE ARMOURED WITH CLASS B RIPRAP APPROVED FOR CALL BEFORE YOU DIG! REVISIONS NORTH CAROLINA LAW REQUIRES THAT EROSION CONTROL WEIR DESIGN (3)FULL DAYS BEFORE LENGTH =10 FT THREEXCAVATION,THEP PERSON No. DATE DESCRIPTION REV.BY PLAN CAPACITY FOR 0.5'HEAD=9.2 CFS >IO-VR STORM PERMITTING RESPONSIBLE PLACES STREAM BUFFER SKIMMER SIZE DESIGN NOT FOR CONSTRUCTION RTH CAROLIN A NOTIFICATION REQUEST TO NC 811 01 3/28/2023 CONTINUATION NN NN SKIMMER SIZE =1.5 IN 811 www.nc811.org ENTIRE SITESTORAGE REDESIGNED C2 •0 HEAD ON SKIMMER =o.D2S Fr 03 - 3/2�2024 2024 TO GRAVEL STORAGE YARD NN UPDATE PER REVIEW 3/4/24 1 800 632 4949 ORIFICE SIZE =1.251N 1 Q DEWATERI NG TIME =2.92 DAYS OKAY North Carolina One-Call Center,Inc. _