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Home My WebLink About20130957 Ver 1_AsBuilt Report_2015_20160224VICINITY MAP ( 1 = 300') AN AS -BUILT SURVEY FOR: TRIBUTARIES OF WICKER BRANCH PROJECT STREAM RESTORATION LOCATION END RESTORA TRIB 1A STA. 23+95 C-3 UNION COUNTY, NC DMS Project No. 95022 Contract No. 003982 C-2 BEGIN TRIB 1 ND TRIB 1B �= C-5 BEGIN RESTORA TRIB 1A STA. 10+00 Il I� XISTING C-1 / GRAVEL ROAD wr 'HORIZONTAL SCALE oleo '001f_4 RIFFIN CEMETERY RD OLD PAGELAND-MONROE R (SR 1941) HOME DRIVEWAY ENTRANCE BEGIN MITIGATION-- TRIB ITIGATION'TRIB 3 STA. 10+00 f r" EXISTING UNIMPROVED DIRT ROAD C-7 `, TRIB 31TIGATIO �� f C-9 I, AS A DULY REGISTERED PROFESSIONAL % SURVEYOR IN THE STATE OF NORTH CAROLINA, HEREBY CERTIFY TA. 21+84 THAT THE DATA SHOWN ON THIS DRAWING, WAS OBTAINED UNDER MY SUPERVISION, IS AN ACCURATE AND COMPLETE REPRESENTATION OF WHAT WAS CONSTRUCTED IN THE FIELD, AND THAT THE PHYSICAL DIMENSIONS OR ELEVATIONS SHOWN THUS ARE AS -BUILT CONDITIONS EXCEPT WHERE OTHERWISE NOTED HEREON. WITNESS MY ORIGINAL SIGNATURE, REGISTRATION NUMBER, AND SEAL THIS JQDAY OF C-8 1 gLr , 2015. 7 6 6 END TRIB 4 EGIN TRIB 4 INDEX OF SHEETS STA. 16+84 STA. 10+00 T-1 .............................. TITLE SHEET C-1 THRU C-10.......... AS -BUILT CHANNEL PROFILE AND PLAN VIEW EXISTING UNIMPROVED DIRT ROAD APPROXIMATE HOME LOCATION LONGITUDE AND LATITUDE: LATITUDE ( NORTH) :340 53'54.2" LONGITUDE ( WEST) :800 26'48.5" AECOM PROJECT MANAGER RON JOHNSON 919.854.6210 0 a 0 z z m0 w U_O �w U_LU O W IQ �ft �~ �m In H W w 2 U) w J H 1013012015 PROJECT NO 50220942 T-, DRAW"Bv I GM 8 STP RCJ TRIB 1A o LEVEL SPREADER PERMANENT STREAM CROSSING 3,8 — - l �� S Y �U o -s•32'1B' �- BEGIN STREAM REALIGNMENT TRIB 1-A CROSS-SECTION 2 STA. 10+00 "- N Z VEG PLOT 1 CROSS-SECTION 1 13 U 12 to 11 14 w VEG PLOT 3 W I +00 U) Z VEG PLOT 2 W I EGENn --- TREE LINE _Z J ® LOG SILL -- - - EASEMENT BOUNDARY 1 U DESIGN CHANNEL '-- AS -BUILT CHANNEL zoc" N ;7•005'53" E C G � 3g' - CONSERVATION EASEMENT • - _ BOUNDARY C o Lu Q J 04 N Q ,. ------- _..... -- ----- .__ ..,..,. .. p H 590 ....................................... ....._ ..... ...-- ......-. •--••-. •••. - ---- --•--- ----- -... .......... ...... •-•-• -•-• •... ------r----- . --- ------------- _-_____ _ --r=� .......... ..... ..... .......... ..... ...... ...... ...... ._. _. ._.__ ------- -•--- .. ---- ------- --•-. -••--_ ----------- ... ..... ... -•••_ -------- -------- -•"-. -i--•-_-. ...... 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DESIGN PROFILE _..... ................. ..... ......5.......y._.... ..••. ••---' •--- ------x... a------- x....................... .....-, 60220542 FILENAME AS -BUILT PROFILE ; SHEET NO ' 550 DRAWN BY CHKD BY 10 11 12 13 14 15 16 17 STP RCJ I ., TRIB 1A f LOG SILL Com„ --- - - �° - - - — . . . — . . - _614 _ jyp DESIGN CHANNEL CROSS-SECTION 6 r{ \– LEVEL SiREADER AS -BUILT CHANNEL.- W Z VEG PLOT 3 L11 ,-``'�' CROSS-SECTION 7 0 W IS C Z � R CROSS-SECTION 4 ' CROSS-SECTION 3 z CROSS-SECTION 5 END TRIB 1A STREAM;, REALIGNMENT STA. 23+90 BLEND WITH EXISTING VEG PLOT 4 - f - - - - - � _ • _ _ — . . - - - - - - ---- - 247 e2 _ _ — _ — - - - - - ��/ h IFrFND _f-j±Z TREE LINE CONSERVATION ® LOG SILL EASEMENT EASEMENT BOUNDARY BOUNDARY DESIGN CHANNEL AS -BUILT CHANNEL Lu J W U U ` —iN Q ................ ..... :....... :----------------------- ------- ------r------ ----- ...... ...... ..._._ ........ .... ------ ----.-y------ .*....... Y....... t....... ....... ...... 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PROJECTNO sozzosaz y DESIGN PROFILE FILENAME AS -BUILT PROFILE : SHEET NO 560 C-10 ,o DRAWN BY CHKD BY 13 14 15 16 17 18 19 STP RCJ ROJECT LOCATION VICINITY MAP ( Not to Scale) TRIBUTARIES OF WICKER BRANCH 17 END RESTORATIO TRIB 1A STA. 23+95 C-3_ EGIN TRIB 1 D TRIB 1B INDEX OF SHEETS -1 .............................. TITLE SHEET 1 THRU C-8............ PROPOSED CHANNEL PROFILE, AND PLAN VIEW -9 THRU C-10.......... TYPICAL CROSS SECTIONS 11 THRU C-15........ GENERAL DETAILS 16 THRU C-18........ VEGETATION PLANS -19 THRU C-20........ EROSION CONTROL DRAINAGE CONSULTANT: 400c0m 701 Corporate Center Drive, Suite #475 Raleigh ,NC 27607 Phone: (919) 854-6200 Fax: (919) 854-6259 SENIOR DESIGN CONTACT: BRYAN DICK, PE ( 919-854-6252) STREAM DATA STREAM REACH PROPOSED CENTER LENGTH MODIFICATION TYPE U TRIB 1A 1390' RESTORATION TRIB 1B 1095' ENHANCEMENT II TRIB 3 1184' ENHANCEMENT I TRIB 4 631' ENHANCEMENT II STREAM RESTORATION UNION COUNTY, NC RECORD DRAWING a o (PROJECT PLAN SHEETS) Clearing, grading, erosion control, stream restoration, drainage, landscaping, i and other improvements as noted on the plans. This work will include allitems CONSTRUCTION s necessary to construct the stream, the wet swales, and associated structures ENTRANCE 2 with the associated landscaping, plantings, seeding and live staking. RECIEVING STREAM: WICKER BRANCH NCDWQ CLASSIFICATION: WS -V 2 C-16 C-2 C-19 C-4 " \ C-1 BEGIN RESTORA 100 TRIB 1A ! STA. 10+00 CONSTRUCTIO ACCESS EPkD MITIGATI TR 3 STA. 1 +84 END TRIB 4 STA. 16+84 C-6 C-20 CONSTRUCTION ACCESS ROAD RIFFIN CEMETERY RD OLD PAGELAND-MONROE (SR 1941) HOME DRIVEWAY ENTRANCE '1--/BEGIN MITIGAT101, /TRIB 3 �4i STA. 10+00 411Z 9� C-5 C-8 BEGIN TRIB 4 STA. 10+00 ENTRANCE CONSTRUCTION ACCESS ROAD TE HOME LOCATION 'LUN(3I I UUt ANU LA I I I UUL: LATITUDE ( NORTH) :34'53'54.2 LONGITUDE ( WEST) :80'26'48.5 DISTURBED AREA: 7.4 acres LU J a U Cf) o 0 a 04 Z 0 N O 0 0 0 N 3/5/2014 6 PROJECT NO 0220942 T-1 WWN BY CHKOB STP BMD U z mo w� W W UO 3:w O0� U) W ~ wQ m af 3/5/2014 6 PROJECT NO 0220942 T-1 WWN BY CHKOB STP BMD To Of It w zo TO TD- uj v� 0 N� MQ W oti a a a W2 LEVEL SPREADER (TYP.) iRECORD DRAWING TRIB 1A PERMANENT STREAM AT AREA OF RILL EROSION �� LOG SILL (TYP.) CROSSING (TYP.) TEMPORARY DIVERSION � F/i') / LIMITS OF �� DITCH (TYP.) S 3233" DISTURBANCE Wi BEGIN STREAM REALIGNMENT TRIB 1-A- _ STA_ 10+00 TO TO TD —•� TO TO —+--• TO —•-� TO TO _.—. T ----- TO —* TD, :—. 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I FGFNI� = CONSERVAITON EASEMENT TREE LINE „" U BOUNDARY LOG SILL EASEMENT BOUNDARY CULVERT Q STREAM ALIGNMENT MINOR CONTOURS ---- EXISTING CHANNEL — — — — MAJOR CONTOURS r o 0 W Q W J U U N t17 cutff�� CIO IS: 1b I W �In ------ -E��lD ST!?!EAAn Lo 3i I A1!-PR;.GFILE Z - ---mow--------;------�,� �,,, - ----; ------------,----- S-fA. 21+$6 ;-- ------,---------------- w 1 e1. WITH z ND H EXISTING 9 p = c � 4 W J �� Z ym 570 _ - Lu --------------- DEFINE P6 � L BELOW ------------ ;------------ ---,- - ------------- of m � a w LOG SILLS $ E POOL > TYPICAL S03 ECTION z --- 560_ -----LEGEND ----- � � '-------------- Q c � PROPOSED BANKFULL I DATE a W --EXISTING GROUND � 3/5/2014 `v � Lf)- PROPOSED THALWEG - - I I PROJECT NO -----------�I%j-------,-------��----,------c�; ,---------------------------------T-------�-------� ----- —------�-------------- sozzas4z ' f Q W FILENAME I SHEET NO C-7 10 v� m tiw ol� a ro p N 9 N N �O as W2 �8 LF_C_�F_Nn TRIB 4 � �� TREE LINE D � ® LOG SILL RECORD DRAWING—�INORT- ' EASEMENT BOUNDARY BEGIN TRIB 4 = o STREAM ALIGNMENT CONSTRUCTION -- EXISTING CHANNEL z STA. 10+00 r �� CULVERT I BLEND WITH EXISTING Z - - - - MINOR CONTOURS ITI - - - - MAJOR CONTOURS LIMITS OF DISTURBANCE = N ' EXISTING CHANNEL m � Off• �g�� LOG SILL (TYP.) zo CD CD Lo m EXISTING POND - I REMOVE RCP BLENDCHANNEL ,,,,,��•..,,, -� UP AND DOWNSTREAM"•••••••• °• REDEFINE THALWEG a ,�''~'�r'•9' PER DIRECTION OF ��Q �I ENGINEER •�qM w o�,.•. W J J U Q I LEGEND ------- ------------------ 600 ------ NOTE: DEPTH OF POOLS BELOW SILLS TO - - - Lo - " 1 � � BEGIN STREAM PROFILE � --EXISTING GROUND TO BE DETERMINED IN FIELD AT N STA: 10+00: PROPOSED THALWEG DIRECTION OF ENGINEER. I BLEND WITH EXISTING � � __5.90 I-------------------------- ------- s''�---- ------- I-------------- ------' ----- I --- - ----- z i iT 1^ W t z 580 � � � z i I F T � LL iL � �o 00 wW� wW I 570 -- — —----- POOL BLOW- -------- �----------------- IL Y--- �------------'-------------- Q LOG SILL ;� � i J DATE 3/5/2014 PROJECT NO _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ __ _ _ _ _ _ _ _ _ _ _ _ i C5 L.------ _ _ _ _ _ _ _ __ _ _ _ _ _ _ -_ _ _ _ _ _ _ _.2 !j _- _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ 60220942 FILENAME SHEET NO 560 w I c-6 DRAWN BY CHKD BY 7 8 9 10 11 12 13 STP BMD 10 v� m tiw ol� a ro p N 9 N N �O as W2 �8 LF_C_�F_Nn TRIB 4 � �� TREE LINE D � ® LOG SILL RECORD DRAWING—�INORT- ' EASEMENT BOUNDARY BEGIN TRIB 4 = o STREAM ALIGNMENT CONSTRUCTION -- EXISTING CHANNEL z STA. 10+00 r �� CULVERT I BLEND WITH EXISTING Z - - - - MINOR CONTOURS ITI - - - - MAJOR CONTOURS LIMITS OF DISTURBANCE = N ' EXISTING CHANNEL m � Off• �g�� LOG SILL (TYP.) zo CD CD Lo m EXISTING POND - I REMOVE RCP BLENDCHANNEL ,,,,,��•..,,, -� UP AND DOWNSTREAM"•••••••• °• REDEFINE THALWEG a ,�''~'�r'•9' PER DIRECTION OF ��Q �I ENGINEER •�qM w o�,.•. W J J U Q I LEGEND ------- ------------------ 600 ------ NOTE: DEPTH OF POOLS BELOW SILLS TO - - - Lo - " 1 � � BEGIN STREAM PROFILE � --EXISTING GROUND TO BE DETERMINED IN FIELD AT N STA: 10+00: PROPOSED THALWEG DIRECTION OF ENGINEER. I BLEND WITH EXISTING � � __5.90 I-------------------------- ------- s''�---- ------- I-------------- ------' ----- I --- - ----- z i iT 1^ W t z 580 � � � z i I F T � LL iL � �o 00 wW� wW I 570 -- — —----- POOL BLOW- -------- �----------------- IL Y--- �------------'-------------- Q LOG SILL ;� � i J DATE 3/5/2014 PROJECT NO _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ __ _ _ _ _ _ _ _ _ _ _ _ i C5 L.------ _ _ _ _ _ _ _ __ _ _ _ _ _ _ -_ _ _ _ _ _ _ _.2 !j _- _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ 60220942 FILENAME SHEET NO 560 w I c-6 DRAWN BY 00 LLI v� 'oma m Lo9 tiW o�Lo Lo Q I h ti N� N O �O wi I FGFNI� TRIB 4 a 0 TREE LINE Y ® LOG SILL v EASEMENT BOUNDARYINORTH o STREAM ALIGNMENT --- EXISTING CHANNEL ® PERMANENT STREAM CROSSING CULVERT RECORD DRAWING MINOR CONTOURS — — — — MAJOR CONTOURS m z LIMITS OF DISTURBANCE LOG SILL (TYP.) N -�--\ CONSERVATION EASEMENT BOUNDARY `- " `" ° W END TRIB 4 STREAM W REDEFINE THALWEG CONSTRUCTION ` �o�Eiz�.. Z PER DIRECTION OF STA. 16+25 ' ENGINEER � O O W � J Q Q N ¢ N7 Z U_ i I i 2'0 � O ! O 600 ' N W 590 z_ I (7 mo w r Q L' END STREAM PROFILE W ~ ' � w STA. 16.25 � I � o C7 580 z y P ------- -------;*- -- --e-------�------;-------------BLEi�i[it�tiITHEXI43 Of Lo ST-iNG;------------------------ o� i I I m W I q II r I I Cf) p 570 d � POLL BELOW �� LEGEND DATE 3/5/2014 LOQ SILL _ � --EXISTING GROUND I * �� 'I PROJECT NO ------- ---- ---fid --,-------- ----------oma I - PROPOSED THALWEG----------- �------- � ----------------- i--- ----------- FiLENAonEzosa2 SHEET NO 560,`" G9 DRAWN BY CHKD BV 13 14 15 16 17 18 19 STP BMD 00 LLI v� 'oma m Lo9 tiW o�Lo Lo Q I h ti N� N O �O wi I FGFNI� TRIB 4 a 0 TREE LINE Y ® LOG SILL v EASEMENT BOUNDARYINORTH o STREAM ALIGNMENT --- EXISTING CHANNEL ® PERMANENT STREAM CROSSING CULVERT RECORD DRAWING MINOR CONTOURS — — — — MAJOR CONTOURS m z LIMITS OF DISTURBANCE LOG SILL (TYP.) N -�--\ CONSERVATION EASEMENT BOUNDARY `- " `" ° W END TRIB 4 STREAM W REDEFINE THALWEG CONSTRUCTION ` �o�Eiz�.. Z PER DIRECTION OF STA. 16+25 ' ENGINEER � O O W � J Q Q N ¢ N7 Z U_ i I i 2'0 � O ! O 600 ' N W 590 z_ I (7 mo w r Q L' END STREAM PROFILE W ~ ' � w STA. 16.25 � I � o C7 580 z y P ------- -------;*- -- --e-------�------;-------------BLEi�i[it�tiITHEXI43 Of Lo ST-iNG;------------------------ o� i I I m W I q II r I I Cf) p 570 d � POLL BELOW �� LEGEND DATE 3/5/2014 LOQ SILL _ � --EXISTING GROUND I * �� 'I PROJECT NO ------- ---- ---fid --,-------- ----------oma I - PROPOSED THALWEG----------- �------- � ----------------- i--- ----------- FiLENAonEzosa2 SHEET NO 560,`" G9 DRAWN BY CHKD BV 13 14 15 16 17 18 19