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Home My WebLink About20240179 Ver 1_SF-950066_Erosion Control Plans_2023-05-15_20240129kn O Lo 0 U w CD 00 U_ LL 07 0 0 U 0 0 L w z FI) O L C No 00 000E 0 00 0 VICINITY MAP NOT TO SCALE TO SR 1007 OLD SMITHFIELD RD. GRAPHIC SCALE WAYNE COUNTY LOCATION: REPLACE BRIDGE 1110. 66 011t SR 1236 (ROSEWOOD RD.) OVER BEAVERDAM CREEK TYPE OF WORK: GRADING, DRAINAGE, PA TVING, AND STRUCTURE BEGIN STATE PROJECT BNA015 -L- STA. 11 + 80.00 BEGIN BRIDGE -L- STA. 15 + 79.88 - - - - - - - - - - - -silt, \ - m� SR 1236 ROSEWOOD RD. END STATE PROJECT BNA015 -L- STA. 19 +30.00 �. END BRIDGE -L- STA. 16 + 52.13 , \ �sr BRIDGE 66 rn rn / ,S / 11GS ENGINEERS Prepared in the Office of. TGS ENGINEERS 706 HILLSBOROUGH ST. - SUITE 200 RALEIGH, NC 27603 n STATE STATE PROJECT REFERENCE NO. SHEET NO. TOTAL SHEETS MAC EN STATE PROD. N®. F. A. PR®J. NO. DESCRIPTION EROSION AND SEDIMENT CONTROL MEASURES Sfd. Description S;Vmboll 1030.03 ToIl] pOrATY Silt Difclln-------- TSD U630.05 Temporary Diversion-------------------- - TAD - 1605.01 TeMpomallTY SIlll� Fence - - - - - - - - - - - - - - - 1 606.011 Special Sediment Control Fence - - - - - 11621011 Temporary Berms and Slope Drains - - - - - - - - - - - - - 1630.02 Silt B ,sin Type B-- --------- � U33.011 Temporary Rock Silt Cbeck Type -A ------------ Temporary Rock Silt Check Type -A wifb Ma° tti nx and Poly crglla°UIl7 ile (PAM) 1633.02 Temporary Rock Silt Check Type-B- - - - - - -' Waftlo/ Coir Fiber Wattle------------------------ EW � CFW 1034001 U34002 U35.O1 U35.02 1630.04 1030000 1032.01 1632.02 1632.03 TO SR 1236 ROSEWOOD RD. Roadway Standard Drawings Waftlo/ Coiir Fiber Wattle wifb IPolyacmylamIlao(PAM)-------------------------- TeMpOrA Y Rock Sediment Dam Typ e-A- - - - - - - - ToIl7 por&T7 Rock Sediment Dam Typo-B- - - :� j ¶¶ ¶¶,[ ¶¶ Trap ®CIS �IlpD� �Il➢ll� ��QllIlIl➢n�Yn¢ L H� D m �g ��pd� o°/ 00 °�° 0 0 Rock Pipe l nlle� Sediment Trap �°ype-B---- 0 ° 0o °°° °°o Stilling Basin--------------------------------- Special Stilling Basin--------------------- Rock Inlet Sediment Trap - 00000000 o oType ❑0 00000000 00000000 o oType B❑00000000 �� 00000000 ❑ o❑o Skimmer Basin - 00000000 Tiered Skimmer Basin IIln]CIlhT&tio n Basin ------------------------------- THIS PROJECT CONTAINS EROSION CONTROL PLANS FOR CLEARING AND GRUBBING PHASE OF CONSTRUCTION. ENVIRONMENTALLY SENSITIVE AREA(S) EXIST ON THIS PROJECT Refer To E. C. Special Provisions for Special Considerations. THIS PROJECT HAS BEEN DESIGNED TO SENSITIVE WATERSHED STANDARDS. The following roadway english standards as appear in "Roadway Standard Drawings"- Roadway Design Unit - N. C. Department of Transportation - Raleigh, N. C., dated January 2018 and the latest revison thereto are applicable to this project and by reference hereby are considered a part of these plans. 1604.01 Railroad Erosion Control Detail 1632.01 Rock Inlet Sediment Trap Type A 1605.01 Temporary Silt Fence 1632.02 Rock Inlet Sediment Trap Type B 1606.01 Special Sediment Control Fence 1632.03 Rock Inlet Sediment Trap Type C 1607.01 Gravel Construction Entrance 1633.01 Temporary Rock Silt Check Type A THESE EROSION AND SEDIMENT CONTROL PLANS COMPLY WITH THE APPLICABLE REGULATIONS SET FORTH BY THE NCG-010000 GENERAL CONSTRUCTION PERMIT EFFECTIVE APRIL 1, 2019 AND ISSUED BY THE NORTH CAROLINA DEPARTMENT OF ENVIRONMENTAL QUALITY DIVISION OF WATER RESOURCES. Q Designed by. Ben Henegar, PE 3564 1622.01 Temporary Berms and Slope Drains 1633.02 Temporary Rock Silt Check Type B 1630.01 Riser Basin 1634.01 Temporary Rock Sediment Dam Type A 1630.02 Silt Basin Type B 1634.02 Temporary Rock Sediment Dam Type B 1630.03 Temporary Silt Ditch 1635.01 Rock Pipe Inlet Sediment Trap Type A 1630.04 Stilling Basin 1635.02 Rock Pipe Inlet Sediment Trap Type B 1630.05 Temporary Diversion 1640.01 Coir Fiber Baffle 1630.06 Special Stilling Basin 1645.01 Temporary Stream Crossing 1631.01 Matting Installation NAME LEVEL III CERTIFICATION NO. TEMPORARY ROCK SILT CHECK TYPE 'A' WITH EXCELSIOR MATTING AND POLYACRYLAMIDE (PAM) EXCELSIOR MATTING NOTES: Fii STALL TEMPORARY ROCK SILT CHECK TYPE A IN B ACCORDANCE WITH ROADWAY STANDARD DRAWING NO, 1633,01, SEDIMENT CONTROL STONE A A O CFO 00 � ,O O O C O D O D O D C D O D ��O O� OHO F C) O D O O O D Q O D O D O D �O D D �O DQ a�OD �O �O D �o �o D o 0 D O D o D o 0 D 0 0 0 0 O 0 OC, O O O� 0 0 0 �o o �o Q �0 0 moo �oa� STRUCTURAL STONE 1' MIN EXCELSIOR MATTING B-a PLAN /2/3 CHANNEL WIDTH SECTION A -A O See Inset A USE EXCELSIOR FOR MATTING MATERIAL AND ANCHOR MATTING SECTION AT TOP AND BOTTOM WITH CLASS B STONE. PRIOR TO POLYACRYLAMIDE A SOIL SAMPLE MATERIAL, AND TO BE APPLIED FROM PROJECT ANALYZE FOR TO EACH ROCK INITIALLY APPLY TO TOP OF MATTING EVENT THAT EQUALS (PAM) APPLICATION, OBTAIN LOCATION, AND FROM OFFSITE APPROPRIATE PAM FLOCCULANT SILT CHECK. 4 OUNCES OF SECTION AND OR EXCEEDS INSET A CLASS B STONE POLYACRYLAMIDE (PAM) AFTER EVERY RAINFALL 0.50 INCHES. 1' MIN ooDo 12 ►► H = 2' MIN o00 O c O O O S O D O ��Oo 00 SECTION B-B EXCELSIOR MATTING CLASS B STONE NOT TO SC/�LE DIVISION OF HIGHWAYS NORTH CAROLINA SOIL STABILIZATION TIMEFRAMES SITE DESCRIPTION S TABILIZA TION TIME TIMEFRAME EXCEPTIONS PERIMETER DIKES, SWALES, DITCHES AND SLOPES 7 DAYS NONE HIGH QUALITY WATER (HQW) ZONES 7 DAYS NONE SLOPES STEEPER THAN 3:1 7 DAYS IF SLOPES ARE IO' OR LESS IN LENGTH AND ARE NOT STEEPER THAN 2:1, l4 DAYS ARE ALLOWED. SLOPES 3:1 OR FLATTER 14 DAYS 7 DAYS FOR SLOPES GREATER THAN SO' I1V LENGTH. ALL OTHER AREAS WITH SLOPES FLATTER THAN 4:1 14 DAYS NONE, EXCEPT FOR PERIMETERS AND HQW ZONES. MATTING FOR EROSION CONTROL CONST SHEET NO. LINE & TYPE FROM STATION TO STATION SIDE ESTIMATE SY 4 -L- DITCH 18 + 50 19 + 50 LT 205 SUBTOTAL 205 MISCELLANEOUS MATTING TO BE INSTALLED AS DIRECTED BY THE ENGINEER 300 TOTAL 505 SAY 550 NOTE: UTILIZE SPECIAL STILLING BASIN(S) AS STILLING BASIN WHERE APPLICABLE. i rzzzz,JA i ENVIRONMENTALLY SENSITIVE AREA SEE PROJECT SPECIAL PROVISIONS -- NOTE: PLACE TEMPORARY ROCK SEDIMENT DAMS TYPE - B AND TEMPORARY ROCK SILT CHECKS TYPE - A AT DRAINAGE OUTLETS. I I I CLEARING AND GRUBBING EROSION CONTROL FOR CONSTRUCTION SHEET 4 1 'i8- / —79- Wayne County Bridge# 950066 1 ` CO J J / PROJECT REFERENCE NO. B4o665 R/W SHEET NO. ROADWAY DESIGN ENGINEER SHEET NO. SC 46CONST.4 HYDRAULICS ENGINEER I VL -vim a M Z,6bo00 N 'S TGG S ENINEERS I / A ENGINEER8 706 HILLSBOROUGH STREET SUITE 200 I`� / '�_ I I v rgfdp ` �- PH (919) 773-8887 CORP. LICENSE NO.: C-0275 RALEIGH, NC 27603 —92-__ L- i l l I 1 I I // I I I / \ / a- 7� m / A A ro ) v so, v �� o�-� --- 9 A n 1 i � ( � — F` \ \ � • moo_--'' , i V A I s REMOVE AYIDvGER�I ' Pl St 5 28 St vv DETAIL 4A SPECIAL CUT DITCH ( Not to Scale) I \ / Front lV Ditch Natural Q'1 Slope �\ \V Ground 4•/ / D \ / Min. D= 1.0 Ft. / J /FROM -L- STA. 14/+ 00 TO STA. A15 +k4 LT I (� \ NI/� 1 LIB 3q5 G P / �/ �j �Y �' 9 CURTAIN S - v �� AF ROM -L- STA. 18 + 50/ TO STA. 1 + 50 LT � Vll END APP A /`/'SLAB 1 IMPERVIOUS / --£ - , _ IMPERVIOUS -L- STvA 1&463.00 s 1 v v v v� v FLOATING �� / / / v ,,_�/ -Y � DIKE v DIKE y I �j � � E T.8 TONS NADI H z0�I RI PAT BA NT � � �� / CLASS B RIP -RAP / 08 `V v `v SEE D TAIL 4B TURBIDITY �� 1 /--7s--- v /' v �� G�OTEXTILE '� SPECIAL GUT 1 1 I I I I / v � )CLASS I IP RAP \ CURTAIN �� 1 �� AS DITCH / v / I �, / v v '� s� - �� 1 �/ T. 20 NS �: vv �� / EST. 2� SY �� / �- / o aV / Q v N SEE DETAIL 4C / BEGIN ST TE I PRIQJE T�B�41RO - _ _ _ --- / 1 �\ �� 1 _� --- Il I S �F AGAv I ' (CO I �V — POT ta. �� j0/./O I� �Y i�� - I 1 / - �� -- - �t + I ----------- V �-------- __-_-_-_----_ --- — •� --6L-- - ------ ---_-_ -_-- ---- — _ ---- _- - - 9L - - - W ODS v� C�qv� �2 ' 1 / os------_------- -- --_ _ —1 v G v i �_-vd�6C3---�P�CC�AL C_T_-------sL--- A V y� v�p v'� 'v / �� I v /� 1 / --- - � ---- --- - DITCH 08------------------=-6�� <<� !� v� vv � - �- WOODS cn� \ / / / WOODS ��-- AI SEE CfizkFL,4A �� i' '�v �� `' ' �' - �� i'�/ /� �/ �' WCh0gS / �i { % I �1' # / �/1 1 �� / I / MB/ LSA o ' m GRAVEL p V v ' III 18- f A \ �A �lo� \ / �� / E' --- v ` `II P v - y _ / v w/� I DE / / , LSA / C � I —_�� v / c -C PD - - 1 _�- � M+ GG ------------ --- < E ' -' - �� --- --- ' - Exi i w / - _- --_ - --- ---------- az-------- - D E— 8�, VINYL �—_ —i - _ --- F _18-- Ex&ravGF w R w _- - — — — — - w ------ — — _�BL-102 g.� U L- i I— o W - _ _ 4 F — — _ _ -_ Mk— � — — — — —T— T — B—T— — — —T— — — — — — — — — — — —--—---T—�— — _--------gal+ 5O' TAPE — —T—W-- �� 10.4 3.8" l �v 1`4 42.8' (LT) � WOO �� p� v�� i/ �j �/ �/ �EXISTI N� /� G � R QvG E R /D = 0°28 389" D -/0°34 02.3" v ��v / vv WOODS BRIDGE v ' / — 157.88' l L = �319.3;---- �_ /� v� / ,—� 7 4 PG 64 / T — 78.94% �/ / R = 12,000.00' = 0.099.63' SE = NC SE— MATCH EX. ` o-/ V A L E Rt*- \D B i 28 i v v / `v �$� - --/ _- FLOATING / END BRIDGE TURBIDITY -L- STA 16-F5225 v �_ � = - '� �I., I� - � PA ! �'. i •,� . � � - - (ROSEWOOD D 0 PAVED I ROADWAYI .. it/�� - .(ROSEWOOD -, • PAVED -,... ��_ Pro��_ OEM IVANI�NVI ' TMEff �. i e'FAA- 5 '�.� u _�� !a�nil/I7..� .�� i ► his` �i ' RIW v� A _-sv o- -�� AvgIII-�- - - - -- V - ;1�ANK \ S --' ----------------so-------- -------- ��DE -8 ---------- ------ - - - / v 2404 3 �ROP. SBG v __ I taGL4----- v _ _-- _ - 0 DS \ TV T _ e -- ---- _ _--_---- _ -_ --- --- -4- STA. 16+63.00 \ \ - - \ - _---- -- _ - ------------------- -- - _------------ -_-_-_ - / �/ 8 _ _ - 77---------- 78 - _--�7--- � / \ TOr,17+13.00 RT C---- _ ------ ------------- --- ------ ---- � \ ---- --- -Vdf76-T-------- ---��C7D�------ �/ l v__i / 1 v R E U V_=�3------- 7 ---- - F� I I /� V �� / GRAVEL I ---�'�- - --------------- -_--% BE�IN RP- A-7s---_ i A / ----- v ( �5 BEGIN -BRIDGE �`vA /-� L- STA l5+ 0.6iT -- `SIB P G 9 2,-B 3-_ —8 _ vv �' _- - 1 H R �� ' 0ti / E T' kr� r� -- �- '' B�' �� .I. �� I �W� I HTR M v � \ vv I --� kr� -i-- t -- -----' -� �/ WOODS 1 b v �, _ - _ OREEIi-------- �- i 6-� ERpAM => d z�> 1 // / ! I� MTL WELL 7 =RUN 1 I \I/ OF BE \� (�� l � � I 1 COVER 1 I '� � I CANOPY C MTL ---- cA� / ti 1 v \ o �� 1 i�%-_-- _ ---/SOS �---� / i i / I MJX SHED i / �� v i / !� - CLASS 'B' RIP -RAP L �ZT � / v I v/EST. 7 SY 9 % �'� ' ze f�YR/TILE' /HARTLEY END STATE PROJECT RP4.RO15 a �C /WOODS i V I Q10 / / J. / 51 i vv`v WOODS /i / � � \ i ��" / /I i' �� % LAW S J / / / / , ,�, ,, `� � � � �� _ I � � `� q B 7,� 8 � G 6 5 7 —L— POT Sta . 19 + 3 O.Ok� v v ODDS / /PF�j I �� B�' v / 'V'v v v --� VAV�\�WOODS i' / l l ---- / ' ' C, -- �o�� v /A\ \� I / % AV / K �� / �i / - �� / i �� `vos—LIR �� - Aj / / A 8D 4OODS\ v WOODS Av r � I 1 / /� l i V ----i�� /ice vv\ ',- � ' � j n' �' �' �� J �• � 1 � /j 1 � \ / C _ A v-- ��- <�-ice n /l ov -1 \ / -'' ' ' ' 80- m ------' PROJECT REFERENCE NO. B4oBB5 R/W SHEET NO. NOTE: UTILIZE SPECIAL STILLING BASIN(S) AS STILLING BASIN WHERE APPLICABLE. FROM -L- STA. 14 + 00 TO STA. 15 + 64 LT Wayne County Bridge# 950066 _ ,b6"699 M 10,6b°00 N \—JS \ I / o Z9 REMOVE DETAIL 4C PlSto 17 5.28 Sto l 3.93 �/ `�/ �� `� Z AY RIDGERS C�r�/ � SPECIAL CUT BASE DITCH r4 42.8°(LT) WOODS �j �j �j �iLAI IN G BRIDGERS ,Notts Sale, D= 0° 28' 389" D= 0° 34' 02.3" �<� W OOD S B R I D G E T= 178.94, L= 1593 �/ D 7 4 PG 684 �/ Natural N Front R = 12°000.00' 7 = /0,099.63' �/ Ground 4• Ditch SE = NC SE =MATCH EX. ?8 � � (:4 � D Slope A ��//. � Min. D= 1.0 Ft.VALER DBIf�sZe \I/ FLOATING �/ END BRIDGEon B = 2.0 Ft. TURBIDITY ; D B 35 0 P 2 \I / �/ �/ �` 8 -L- STA 16-F52.25 FROM -L- STA. 18 + 50 TO STA. 19 + 50 LT �/ CURTAIN 1/ A 2 "' IMPERVIOUS IMPERVIOUS END APPROACH SLAB FROM -L- STA. 15+54 TO STA. 15+80 LT RIP \I/4P AT -L- STA I6+63.00 �/ 1BA NT DIKE FLOATING ; DIKE CLASS 'B' RIP -RAP NAD 2-0 IV � �/ � � � � IVSEE AIL 4B TURBIDITY . D T� 8 � EST. 8 TONS SPECIAL CUT CLA S 'I' IP RAP GEOTEXTILE I CURTAIN NS EST22 SY N BASE DITCH T. 20 O� js �10 SEE DETAIL 4C BEGIN STATE PROJE(;TkBP&R01t q-0 — — ELF o Ila `D � + w ROADWAY DESIGN ENGINEER SHEET NO. EC5/COSST°4 HYDRAULICS ENGINEER 'xs TGS ENGINEERS ENGINEER, 706 HILLSBOROUGH STREET ® SUITE 200 RALEIGH, NC 27603 PH (919) 773-8887 CORP. LICENSE NO_: C-0275 -L- POT Sta. 11 + 80.OQ----,,------ �/ �X � WOODS SPECIAL CUT \DS �� GF 0- � / DITCH ��, �F� ��q WOODS ?y cn00 WOODS WOODS SEE DETAIL 4A c9 s+ c S� \/ J J uj M 2 / C, # MB LSA -kiskiskr-� m / DE �/ y GRAVEL N P E / E C E E E PDE C P �I `` II� -d w PDE LSA PR(D . S$G 0 --C- - PDE - ExsTI w F TO STA. 3.00 CL C 0405 16' PDE C!'' VINYL - C _ DRIVE - - - F = - - - - - - w - - - - - - - - -� - - - - - - - w - _ - -TYPE-IIII - - - - _ _ — F 18" 18" RCP EXISTING Riw TL-3 7- - w ..... . - - w ---- ---- BL-102 8:1 BL-I ° _ —T— — — — —T— — — —T— — — — — — — O o o LO 0401 o iCD + RIDG 66 CL 2G1 o 0 CI) N N r SR 1236 (ROSEWOOD RD.) 20' PAVED ROADWAY N T ll' //.0' W TB + O oa2G1 < -----w--------- w-- - - - - -------- w- - - -- -- - - F - ---- --- ---- ---- ---------------- 8:1 0 6"WD ool"R P- _ _ GREU TL-3 PE -III ---_ - 50' TAPER + --- - - ---- - _ - - 040 PDE _ - EXISTING R D.. \ PDE F PDE WOODS PDE / BZ 1 PDE PDE ODS 04 AZ\RED DOG REAL ESTATE LLC _9M— WOODS BZ 1 WOODS 0 BEGIN DB 344l PG 36 — ' �� —� _ ��,T�rn 69.0 BEGIN BRIDGE i P PB M PG 92—B / -L 1�O.CF_ e� OF BEAU] Am PL=RUN Sri.-_- � \I <� WOODS �•• � - w.+� �-- Sf`� ✓S CLASS 'B' RIP -RAP - I / �/ ✓� TEXTtLE / -V �/ %P ! EST. 7 SY Z9 WOODS WOODS W O*S �A WOODS WOODS S� + Ln s� ti \ WOODS \ �WOOD tI i c-` ✓S Z Ze I F \ PROP. SBG -L- STA. 16 + 63.00 TO 17 + 13.00 RT \ WOODS Z ze , L n o Ln No o 0 1E;jSR 1236 (ROSEWOOD RD.) 20' PAVED ROADWAY o Ln + + o LO (V 10 NO o + O "' "' DRIVE ' 24" RCP AO EXISTING R w y SEPTIC JANKNK !TV-'- GRAVEL I ----- 1 / HTR HTR MTL WELL 1' COVER MTL CANOPY MTL SHED MYRTLE Jo HARTLEY END STATE PROJECT BP4.RO15 D B 788 PG 657 —L— POT Sta . 19 + 30.00 k CND Y 3 x x PLANTING DETAILS SEEDLING / LINER BAREROOT PLANTING DETAIL HEALING IN 1. Locate a healing —in site in a shady, well protected area. 2. Excavate a flat bottom trench 12 inche ' 3. Backfill the trench with 2 inches well rotted sawdust. Place a 2 inch layer of well rotted sawdust at a sloping angle at one end of the trench. AvAvv!! 4. Place a single layer of plants against the sloping end so that the root collar is at ground level. 5. Place a 2 inch layer of well rotted/ sawdust over the roots maintainin a sloping angle. 6. Repeat layers of plants and sawdust as necessary and water thoroughly. DIBBLE PLANTING METHOD USING THE KBC PLANTING BAR 1. Insert planting bar as shown and pull handle toward planter. 2. Remove planting bar and place seedling at correct depth. An 4. Pull handle of bar 5. Push handle forward toward planter, firming firming soil at top. soil at bottom. PLANTING NOTES: PLANTING BAG During planting, seedlings shall be kept in a moist canvas bag or similar container to prevent the root systems from drying. KBC PLANTING BAR Planting bar shall have a blade with a triangular cross section, and shall be 12 inches long, 4 inches wide and 1 inch thick at center. ROOT PRUNING All seedlings shall be root pruned, if necessary, so that no roots extend more than 10 inches below the root collar. 3. Insert planting bar 2 inches toward planter from seedling. 6. Leave compaction hole open. Water thoroughly. STATE STATE PROJECT REFERENCE NO. SNOT TOTAL N.C. BP4. R015 RF-1 STATE PROD. NO. F. A. PROJ. NO. DESCRIPTION