The URL can be used to link to this page

Home My WebLink About20231113 Ver 1_03. Turkey - PRM SIte - Appendix H Design Plan Sheets_2024-02-02__20240219 8 7 6 5 4 3 2 1 1 SUBMITTAL&REVISION RECORD NO DATE DESCRIPTION H VU LCAN MATERIALS COMPANY = TH -BENACa��DOFDAPEAM�ND H REVISED IN G 1HE PIANa HAVE BEEN CREATED PoR NLL COLOR PLOTTING. INFORNATIOT NAY BE LOBE IN COPYING AND/OR PLOTTING IN GRAY SCALE. ANY DRAWING THAT IS NOT PLDTIEO IN NLL COLOR a1U11 NOT BE CONSIDERED AOEOUATE FOR CONSIRUCTON PURPoSES. ROCKINGHAM QUARRY - PRM SITE DRAWING LIST DRAWING LIST DRNOOING TITLE DRNOOING TITLE WA D E S B O R O A N S O N COUNTY NORTH CAROLINA 1 COVER SHEET CROSS SECTIONS > > 2 GENERAL&SPECIAL NOTES&STREAM STRUCTURES 40 STREAM SA1 LEGEND 41 STREAM SA1 STREAM RESTORATION PLAN SET 3 EXISTING CONDITIONS PLAN 42 STREAM SA 4 DRAWING INDEX AND STREAM DESIGN GROUPS 43 STREAM SA1 G 5 MITIGATION PLAN q4 STREAM SA1 G 6 PERMIT NO. 20231113 v 1 STREAM GEOMORPHOLOGY DESIGN TABLES AND TYPICAL CROSS-SECTIONS 45 STREAM SA1 STREAM GRADING PLAN AND PROFILE 46 STREAM SA7 7 STREAM SA1 STA.0+00-4+40(GROUPS 2&4) 47 STREAM SA1 8 STREAM SA1 STA.4+40-9+00(GROUP 4) 48 STREAM SA1 9 STREAM SA7 STA.9+00-13+60(GROUP 4) 49 STREAM SA7 10 STREAM SA STA.13+0- +0(GROUP 4) 50 STREAM SA 11 STREAM SA71 STA.18+2 22 0-22+80(GROUP 4) 51 STREAM SA1 1 12 STREAM SA7 STA.22+80-27+40(GROUP 4) 52 STREAM SA2 © NORTH 1p1a o 13 STREAM SA1 STA.27+00-36+60(GROUP 4) 53 STREAM SAS 14 STREAM SA7 STA.32+00-36+60(GROUP 4) 54 STREAM SAS 15 STREAM SA7 STA.36+60-41+20(GROUP 4) 55 STREAM SAS �0 56 STREAMS SAS AND SA7 NORTH `` \ 16 STREAM SA1 STA.41+20-44+46(GROUPS 4&5) F \ O 57 STREAM SAB sE�c.c.xr.c 17 STREAM SA2 LEVEL I ENHANCEMENT(GROUP 1) r,. ro,,, \\ 18 STREAM SA2 LEVELS I&II ENHANCEMENT(GROUP 1) 58 STREAM BAB F �Uo _ —>=J 59 STREAMS SAID AND SA11 19 STREAM SA2 LEVEL II ENHANCEMENT 20 STREAM SA2(GROUP 3) EROSION AND SEDIMENT CONTROL 21 STREAM SAS STA.0+00-2+40(GROUP 5) 60 EROSION AND SEDIMENT CONTROL PLAN IN-STREAM STRUCTURE DETAILS 22 STREAM SAS STA.2+80 4+20(GROUP 5) D1 IN-STREAM STRUCTURE DETAILS � 23 STREAM SAS STA.4+80-7+20(GROUP 5) 24 STREAM SAS STA.7+20 9+60(GROUP 5) D2 IN-STREAM STRUCTURE DETAILS 25 STREAM SAS STA.9+60-12+00(GROUP / 5) D3 IN-STREAM STRUCTURE DETAILS 26 STREAM SAS STA.12+00-14+40(GROUP 5) D4 IN-STREAM STRUCTURE DETAILS f l 27 STREAM SAS STA.14+40-16+44(GROUP 6) D5 IN-STREAM STRUCTURE DETAILS l` D6 IN-STREAM STRUCTURE DETAILS NORTH CAROLINA COUNTY MAP �� k! 28 STREAM SAS STA.o+60-1+60(GROUP 2) NOT TO SCALE � a / 29 STREAM SAS STA.1+ -3+60(GROUP 2) PLANTING PLAN DETAILS 30 STREAM SAS STA.3+60-5+03(GROUP 2) D7 PLANTING PLAN DETAILS AND NOTES E 31 STREAM SA6(GROUP 1) EROSION AND SEDIMENT CONTROL DETAILS \` / 32 STREAM SA7 STA.0+00 2+20(GROUP 2) DB EROSION AND SEDIMENT CONTROL DETAILS I\ 33 STREAM SA7 STA.2+20 3+77.8(GROUP 2) D9 EROSION AND SEDIMENT CONTROL DETAILS 34 STREAM SAS(GROUP 1) D10 JEROSION AND SEDIMENT CONTROL DETAILS 35 STREAM SAS STA.0+00-2+40(GROUP 2) 36 STREAM SAS STA.2+40-3+77(GROUP 2) 37 STREAM SAID(GROUP 1) 38 :Fs TREAM SAII STA.0+00-2+40(GROUP 2) �� 39 STREAM SA11 STA.2+40-4+23(GROUP 2) STREAM AND WETLAND MITIGATION WATERSHED NOTES �� '�� j SUMMARY D 1. PROJECT SITE IS LOCATED IN THE YADKIN PEE DEE RIVER BASIN e ^�J �+�- -�- / D MITIGATION 2. THE RECEIVING WATER COURSE IS THE MIDDLE FORK OF JAMES CREEK ��' J / FEATURE NAME LENGGATIONA ��«E,,,�,. (// (FT/AC) k + Xi / STREAM SA1 4,329.324 X STREAM SA2-REACH I 167.070 \ STREAM SA2-REACH 2 505.854 STREAM SA2-REACH 3 317.749 + STREAMSA3 1,519.163 NOTES sas ooas�,a r ," / STREAM SAS 491.385 \\\ STREAM SAB 68.160 1. THESE PLANS HAVE BEEN CREATED ON ANSI D(22"X 34")PAPER. FOR REDUCTIONS,REFER + ��- STREAM SA7 374.811 TO GRAPHIC SCALE. WHEN PLOTTED ON 11"X 17"PAPER,THIS PLAN SET WILL NOT BE TO - o SCALE. _' ` STREAM SA6 84.589 ry 2. THE PLANS HAVE BEEN CREATED FOR FULL COLOR PILOTING. ANY SET OF THE PLANS THAT IS L ter. _ STREAM SAO 348.855 g C NOT PLOTTED IN FULL COLOR SHALL NOT BE CONSIDERED ADEQUATE FOR CONSTRUCTION �� °\Q y STREAMSAIO 20.221 C PURRP WETLAND 1 0. 3. THE BA515 OF BEARING IS GRID NORTH DERIVED FROM VIRTUAL REFERENCE STATION METHODS POSES. -WARNING--:INFORMATION MAY BE LOST IN COPPING AND/OR PLOTTING IN GRAY C� I� STREAM SA71 375.260 3 � WETLAND 0.546546 USING THE NORTH AMERICAN DATUM OF 1983(2011)STATE PLANE COORDINATES,NORTH WETLAND 0.045 I CAROLINA ZONE 3200. WETLAND 0.117 0 4- THE VERTICAL DATUM IS THE NORTH AMERICAN VERTICAL DATUM OF 1988 ELEVATIONS BASED ON sas,00ss,s„ w / WETLAND 0.837 RESTORATION GEOID 2018.THIS DATUM WAS DERIVED FROM THE VIRTUAL REFERENCE STATION OF NORTH CAROLINA. � WETLANDS 0.012 5. THERE WAS NO NGS OR NCGS MONUMENT OBSERVED WITHIN 2000 FEET OF THE SUBJECT " cas,ows.,sz 'r WETLAND 0.015 PARCEL- WETLAND 0.033 BENCHMARKS SET ARE IN REFERENCE TO A SURVEY MAG NAIL SET IN TOP OF A LIGHT POLE WETLANDS 0.128 6. BE o FOOTING. THE ELEVATION WAS DETERMINED USING STATIC GPS OBSERVATIONS AND OPUS VICINITY MAP WETLAND IO 0.207 af1AF1 CORRECTIONS PERFORMED ON FEBRUARY 20,2022. WETLAND 11 0.013 SCALE IN FEET WETLAND 12 0.096 AV VIA 0 7. PROPERTY SHOWN HEREON IS SUBJECT TO ALL RIGHTS—OF—WAYS,EASEMENTS AND RESTRICTIONS 7 B WHICH MAY EXIST OR RECORD OR NOT OF RECORD. 0 400 800 WETLAND 14 0.012 R wETLAND,e o.0,2 Civil&Environmental Consultants Inc. B. ALL DISTANCE SHOWN ARE HORIZONTAL GRID DISTANCES UNLESS OTHERWISE NOTED. LEGEND WETLAND 19 0.010 700 Cherring,on Parkway-Moon Township,PA 15108 ' 0 9. DISTANCES SHOWN ARE IN US SURVEY FOOT AND DECIMALS THEREOF UNLESS OTHERWISE NOTED. X PROPOSED CONSERVATION EASEMENT(FENCED) WETLAND 20 0.269 Ph:412.429.2324-800.365.2324-Fax:412.429.2114 PROPOSED STREAM RESTORATION(7,778.837 LF) TOTAL STREAM 8,602.440 WWW.CBCIDC.COT11 REFERENCE PRROEOSE�3 STREAM LENNHANCEMENT TOTAL WETLAND AC 2•�7 RESTORATION SYSTEMS, LLC LEV PROPOSED STREAM ENHANCEMENT g 1.EXISTING TOPOGRAPHY PREPARED BY CIVIL&ENVIRONMENTAL CONSULTANTS, INC.(CEC)FROM LEVEL 2(505.854 LF) VMC ROCKINGHAM QUARRY S GEOMORPHIC SURVEY AND TOPOGRAPHIC DATA GATHERED BY SMALL UNMANNED AERIAL SYSTEMS M v PROPOSED WETLAND REHABILITATION(1.748 AC.) (sUAS)WITH LiDAR AND PHOTOGRAPHER SENSOR PAYLOADS.DATE OF DATA COLLECTION: 02/18/2023. — -____> PROPOSED WETLAND ENHANCEMENT(1.219 AG.) PRM SITE - STREAM RESTORATION cA WADESBORO ANSON COUNTY 2.THE WETLAND DELINEATION SERVICES WERE PERFORMED BY CEC ON NOVEMBER 14. DECEMBER 1, R f DECEMBER 8,2022 AND JANUARY 5,2023. DELINEATION HAS NOT BEEN VERIFIED BY THE 8 UNITED STATES ARMY CORPS OF ENGINEERS(USACE). `,OQ,poFessJ°N, :. NORTH CAROLINA 3.PARCEL BOUNDARIES IMPORTED FROM CIS,DERIVED FROM NCONEMAP.GOV,LAST UPDATED AUGUST DRAbVN BY. CCR/LKC CHECKED BY: CCR APPROVED BY: CMM* 2022 ' S�'�y Dnre FEBRUARV 2024 DWG SCALE: AS SHOWN PROJECT NO: 324-404 s A - = DRAWING NO.: A Mt 4.AERIAL IMAGERY DERIVED FROM PLEXEARTH,DATED JANUARY 2022. 9 i9J�.�p P•�? S.USDA,NRCS SOIL SURVEY GEOGRAPHIC(SSURGO)DATABASE,ACCESSED JANUARY 23,2024. '•,�•Q�C NOI `•P'r, COVER SHEET R 8 7 6 1 5 4 1 3 2 1 1 *SIGNATURE ON FILE 8 7 6 5 4 3 2 1 1 SUBMITTAL&REVISION RECORD NO DATE DESCRIPTION oeroTnoxI DESIGN H H 1v 1 REVISED R MM THE PUNS HAVE BEEN CREATED MR NLL COLOR PLOTTING. INMRHATKN NA BE LOST IN COPYING AND/OR PLOTTING IN GRAY SCNE. ANY DRAWING THAT IS NOT PLOTTED IN NLL COLOR SIW.L NOT BE CONSIDERED ADEQUATE FOR CONSTRUCTON PURPOSES. SPECIAL NOTES FOR NATURAL STREAM DESIGN GENERAL NOTES CONSTRUCTION SEQUENCE A. REDLINE DRAWINGS - DURING CONSTRUCTION, THE CONTRACTOR AND THE ENGINEER A. CONTRACTOR SHALL REVIEW ALL APPLICABLE PERMITS FOR THIS PROJECT AND ALL 1. LAYOUT THE LIMITS OF WORK AND ESTABLISH BENCHMARKS. SHALL WORK TOGETHER TO MAINTAIN A SET OF PRINTS SHOWING ANY CHANGES OR WORK SHALL BE IN STRICT CONFORMANCE WITH THE CONDITIONS OF EACH PERMIT. CORRECTIONS IN RED. THESE PRINTS SHALL BE SUBMITTED TO THE ENGINEER AT 2. IDENTIFY ENVIRONMENTAL BOUNDARIES AND SENSITIVE AREAS. PLACE APPROPRIATE THE COMPLETION OF THE WORK. CONTROLS TO AVOID DISTURBANCE TO THESE AREAS. B. BENCH MARKS STRUCTURES LEGEND 1. THE CONTRACTOR SHALL BE RESPONSIBLE FOR HOLDING BENCH MARK LOCATIONS MAP SYMBOL STRUCTURE NAME B. STREAM MITIGATION DEFINITIONS THROUGHOUT THE LIFE OF THE PROJECT. IN THE EVENT THAT A BENCH MARK IS 3. INSTALL ROCK CONSTRUCTION ENTRANCES AND TEMPORARY STREAM CROSSINGS AS DISTURBED, THE CONTRACTOR, AS DIRECTED BY THE ENGINEER, WILL RELOCATE OR SHOWN ON THE E&S PLAN AND IN ACCORDANCE WITH THE STANDARD DETAIL. REESTABLISH THE BENCH MARK. NO ADDITIONAL PAYMENT OR COMPENSATION WILL 1. BANKFULL ELEVATION - BANKFULL ELEVATION IS THE POINT OF INCIPIENT FLOODING BE MADE FOR THIS WORK. G G IN AN ALLUVIAL CHANNEL. 4. INSTALL COMPOST FILTER SOCKS ALONG ACCESS ROADS, CONSTRUCTION e2 ENTRANCES, TEMPORARY STREAM CROSSINGS, AND TEMPORARY STOCKPILE AREAS. AW. D1 MARSH TREATMENT AREA 2. FLOODPLAIN SILL - A FLOODPLAIN SILL IS THE BURIED EXTENSION OF THE C. ELEVATIONS STRUCTURE AND IS PERPENDICULAR TO THE FLOW DIRECTION OF THE BANKFULL 1. ALL ELEVATIONS SHOWN REFER TO THE NATIONAL GEODETIC VERTICAL DATUM OF 5. BEGIN PREPARATION OF THE TEMPORARY SITE ACCESS ALONG THE ALIGNMENT CHANNEL ACROSS THE BANKFULL BENCH OR FLOODPLAIN 1988 (NGVD 88) SHOWN ON THE PLAN. CLEAR VEGETATION ONLY AS NECESSARY WITHIN THE LIMITS 1 OF DISTURBANCE SHOWN ON THE PLAN. REMOVE TOPSOIL AS NECESSARY AND LOG DROP STRUCTURE 3. FOOTER BOULDERS - FOOTER BOULDERS ARE PLACED TO PROVIDE A FOUNDATION STOCKPILE IN THE LOCATION SHOWN ON THE PLANS. INSTALL SILT FENCE AROUND D2 D. COORDINATES THE PERIMETER OF THE TOPSOIL STOCK PILE. GRAVEL MAY BE ADDED AS NEEDED FOR THE SURFACE BOULDERS IN EACH HYDRAULIC STRUCTURE. THE LOWEST COURSE ALONG THE ACCESS ALIGNMENT TO IMPROVE GROUND SURFACES. UTILIZE THE OF FOOTER BOULDERS ARE BURIED IN THE CHANNEL TO A DEPTH BELOW THE 1. THE PROJECT DATUM ON THESE PLANS ARE BASED UPON THE SOUTH ZONE OF THE AREAS SPECIFIED ON THE PLAN FOR LAYDOWN, TRANSFER AND STAGING OF CALCULATED OR MEASURED SCOUR DEPTH. FOOTER BOULDERS SHALL BE DURABLE NORTH CAROLINA STATE PLANE SYSTEM. THE HORIZONTAL DATUM IS BASED ON THE e LIMESTONE WITH DIMENSIONS SHOWN IN THE DETAILS. TYPICALLY, FOOTER BOULDERS MATERIALS AND EQUIPMENT NEEDED TO PERFORM WORK. BRIDGE CROSSING NORTH AMERICAN DATUM OF 1983 (NAD 83 2011). GRID FACTORS ARE NOT D2 ARE BURIED IN THE CHANNEL BOTTOM AND NOT SEEN WHEN THE STRUCTURE IS REQUIRED WHEN MAKING FIELD MEASUREMENTS. COMPLETED. ALL SURFACE BOULDERS FOR ALL STRUCTURES REQUIRE FOOTER 6. INSTALL PUMP AROUND ALONG 200' TO 300' OF STREAM CHANNEL, OR NO MORE BOULDERS UNLESS BEDROCK IS ENCOUNTERED AT THE PROPOSED ELEVATION OF THAN CAN BE CONSTRUCTED IN ONE (1) WORKING DAY (DEWATERING AND PUMP FOOTER BOULDERS. E. VERIFICATIONS OF DIMENSIONS AROUND DETAILS ON SHEET D8.) WORK SECTIONS THAT INVOLVE THE F CONSTRUCTION OF A CONFLUENCE OR TWO REACHES MAY REQUIRE THE USE OF F 1. THE CONTRACTOR IS RESPONSIBLE FOR VERIFICATION OF ALL PLAN AND ELEVATION TWO PUMP-AROUND OPERATIONS. ONCE CONSTRUCTION OF THE REACH IS 1 GRADE CONTROL LOG VANE, LOG J-HOOK 4. SURFACE BOULDERS - SURFACE BOULDERS ARE THE TOP-MOST COURSE OF DIMENSIONS PRIOR TO ORDERING MATERIALS FOR THE CONSTRUCTION OF THE COMPLETED, THE PUMP AROUND SHOULD BE MOVED DOWNSTREAM TO THE NEXT D3 BOULDERS USED IN EACH CROSS-VANE OR OTHER ROCK STRUCTURE. ALL SURFACE VARIOUS BID ITEMS IN THIS CONTRACT. CONSTRUCTION REACH. BOULDERS CAN BE SEEN PROTRUDING FROM THE WATER SURFACE DURING EXTREMELY LOW FLOWS. SURFACE BOULDERS SHALL BE DURABLE LIMESTONE WITH DIMENSIONS SHOWN IN THE DETAILS. F. WASTE MATERIAL 7. IN GENERAL STREAM RESTORATION WILL BE COMPLETED FROM UPSTREAM TO a LOG STEP POOL(S) 1. ALL MATERIAL EXCAVATED AND NOT REUSED IN THE CONSTRUCTION OF THIS DOWNSTREAM. WORK AREAS SHALL BE NO MORE THAN 1000 FEET IN LENGTH AT D4 5. THALWEG - THE THALWEG IS THE LOWEST POINT OF THE BANKFULL CHANNEL PROJECT SHALL BE REMOVED FROM THE PROJECT AND DISPOSED OF BY THE A TIME. TURBID WATER GENERATED WITHIN THE STREAM RESTORATION WORK AREA DESCRIBED BY THE STREAM PROFILE. THIS ELEVATION IS THE REFERENCE FOR ALL CONTRACTOR. WILL BE PUMPED INTO A FILTER BAG PLACED IN A WELL VEGETATED AREA ALONG ELEVATIONS ON OR ALONG THE CHANNEL AND HYDRAULIC STRUCTURES DESCRIBED IN THE STREAM BANK DOWNSTREAM OF THE WORK AREA, IN ACCORDANCE WITH THE THIS SECTION AND IN THE PROJECT DRAWINGS. STANDARD DETAIL. RECLAMATION, SEEDING, AND MATTING OF THE SITE SHOULD 3 BANK BOULDERS G. UTILITIES OCCUR AS CONSTRUCTION PROGRESSES DOWNSTREAM. DS 6. VANE ANGLE - THE VANE ANGLE IS THE SMALLEST ANGLE MEASURED BETWEEN A 1. THE CONTRACTOR IS RESPONSIBLE FOR THE INVESTIGATION, LOCATION, SUPPORT, VANE AND A LINE TANGENT TO THE BANK ELEVATION AT THE POINT WHERE THE PROTECTION, AND RESTORATION OF ALL EXISTING UTILITIES AND APPURTENANCES 8. PERFORM GRADING AND INSTALL IN-STREAM STRUCTURES AS SPECIFIED ON THE E VANE INTERSECTS THE BANK. THE VANE ANGLE SHALL BE BETWEEN TWENTY PERCENT WHETHER SHOWN ON THESE PLANS OR NOT. IT IS THE CONTRACTOR'S RESTORATION PLANS AND DETAIL SHEETS. 4 ROCK CONSTRUCTED RIFFLE E (20%) AND THIRTY PERCENT (30%), OR AS SPECIFIED IN THE STREAM MITIGATION RESPONSIBILITY TO ASCERTAIN THE STATUS AND LOCATION OF EACH UTILITY WHEN D5 DATA TABLE. PERFORMING WORK WHICH MAY AFFECT THESE FACILITIES, INCLUDING PROBING, 9. CARE SHALL BE TAKEN AT SOIL BORROW AREA ADJACENT TO THE STREAM AS TO EXCAVATION, OR ANY OTHER PRECAUTION REQUIRED TO CONFIRM LOCATION. THE ENSURE SEDIMENT LADEN RUNOFF DOES NOT ENTER THE FLOWING STREAM. CONTRACTOR SHALL EXPOSE ALL UTILITIES OR STRUCTURES PRIOR TO CONSTRUCTION COMPOST FILTER SOCK SHALL BE INSTALLED BETWEEN THE SOIL BORROW AREA 7. VANE LENGTH - THE VANE LENGTH IS THE DISTANCE BETWEEN THE UPSTREAM LIMIT TO VERIFY THE VERTICAL AND HORIZONTAL EFFECT ON PROPOSED CONSTRUCTION. AND THE STREAM. IF THE SOCK IS DISTURBED DURING BORROW ACTIVITIES IT OF THE VANE ARM AT THE CHANNEL BED TO THE DOWNSTREAM INSERTION POINT THE CONTRACTOR SHALL CALL, TOLL FREE, NC ONE CALL (1-800-632-4949) TWO OF THE VANE ARM INTO THE STREAM BANK. SHALL BE REINSTALLED AND IN GOOD WORKING ORDER BEFORE THE END OF EACH DAYS PRIOR TO CONSTRUCTION AND SHALL NOTIFY ALL UTILITY COMPANIES AT LEAST ------- WORK DAY AND BEFORE ANY RAIN EVENT. THIS SOCK SHALL REMAIN IN PLACE 48 HOURS PRIOR TO WORK IN THE VICINITY OF THEIR UNDERGROUND LINES. THE CONTRACTOR WILL BE RESPONSIBLE FOR ANY DAMAGE OR DISRUPTION TO UTILITY UNTIL THE COMPLETION OF THE STREAM RESTORATION WORK IN ITS ENTIRETY. 8. VANE SLOPE - THE VANE SLOPE I THE SLOPE OF THE VANE ARM FROM THE LINES WHICH ARE KNOWN ACTIVE AND ARE TO REMAIN IN OPERATION GRADES THE PROPOSED WETLAND ARE REACHED, TOPSOIL PLACED, AREA UPSTREAM LIMIT AT THE CHANNEL BEE .D TO THE DOWNSTREAM INSERTION POINT OF SEEDED AND A MINIMUM OF 70% VEGETATIVE COVER IS ESTABLISHED. UPON 70% THE VANE ARM INTO THE STREAM BANK. THE VANE SLOPE SHALL BE BETWEEN COVERAGE, E&SC'S SHOULD BE REMOVED. TWO PERCENT (2%) AND SEVEN PERCENT (7%) OR AS SPECIFIED IN THE STREAM H. GENERAL EROSION AND SEDIMENT CONTROL MITIGATION DATA TABLE AND THE VANE ARMS SHALL TIE INTO THE BANKS AT HALF TO THREE QUARTERS OF THE BANKFULL ELEVATION. 1. DETAILS NOT SHOWN IN THE PLANS SHALL BE IN ACCORDANCE WITH THE NORTH 10. RESTORATION/MITIGATION ACTIVITIES IN THE WATERSHED WILL BE CONDUCTED ry CAROLINA DEPARTMENT OF ENVIRONMENTAL QUALITY EROSION AND SEDIMENT ACCORDING TO THE FOLLOWING SEQUENCE: ry D CONTROL PLANNING AND DESIGN MANUAL. IN THE EVENT THAT THE TEMPORARY D 9. SUBSTRATE RESTORATION - SUBSTRATE RESTORATION IS DESIGNED TO REPLACE AND EROSION AND POLLUTION CONTROL MEASURES ARE ORDERED BY THE ENGINEER DUE 5 RESTORE COARSE SUBSTRATE (GRAVEL, COBBLE, AND BOULDER) TO THE STREAM a. WORK PROGRESSIVELY FROM RESTORATION AREAS AT HIGHER ELEVATION TO THOSE CHANNEL IN CASES WHERE COARSE SUBSTRATES OR BEDROCK ARE ABSENT TO THE CONTRACTOR'S NEGLIGENCE, CARELESSNESS, OR FAILURE TO INSTALL FOLLOWING CHANNEL EXCAVATION. THE PURPOSE OF SUBSTRATE RESTORATION IS TO PERMANENT CONTROLS AS PART OF THE WORK AS SCHEDULED. SUCH WORK SHALL AT LOWER ELEVATION (SEE DRAWINGS). PROVIDE NATURAL SUBSTRATE AND EROSION AND SCOUR PROTECTION IN THE BE PERFORMED BY THE CONTRACTOR AT HIS OWN EXPENSE. CHANNEL. b. IF CONSTRUCTION IS COMPLETED DURING THE ACCEPTABLE TIMEFRAME FOR 2. THE FIRST ORDER OF WORK FOR THE CONTRACTOR IS TO INSTALL THE PERMANENT SEEDING AND WOODY PLANTING (SEE PLANTING SPECIFICATIONS). THEN 10.BASE FLOW - FOR THE PURPOSE OF THESE STREAM DESIGN SPECIFICATIONS, A CONSTRUCTION ENTRANCE, STAGING AREAS AND ACCESS ROAD UTILIZING SEDIMENT PERMANENT PLANTING CAN BE PERFORMED AS THE RESTORATION SITES ARE FLOW EQUAL TO ONE CUBIC FOOT PER SECOND PER SQUARE MILE OF DRAINAGE CONTROL STRUCTURES, COMPOST FILTER SOCK, ETC. TO ESTABLISH EROSION AREA. CONTROL AT THE EARLIEST POSSIBLE DATE. INITIAL CLEARING AND GRUBBING IS TO COMPLETED. V ONLY BE WHAT IS NECESSARY IN ORDER TO ACCOMPLISH THESE OPERATIONS. C. FLOODPLAIN AND CHANNEL CONSTRUCTION c. IF THE CONSTRUCTION IS COMPLETED OUTSIDE OF THE ALLOWABLE TIMEFRAME FOR " 3. IN ADDITION, THE CONTRACTOR IS TO NAME AN INDIVIDUAL TO REVIEW THE EROSION PERMANENT PLANTING THEN THE SITE WILL BE VEGETATIVELY STABILIZED WITH 2 CONTROL FEATURES AT A MINIMUM OF ONCE A WEEK DURING PERIODS OF HEAVY TEMPORARY SEEDING WITH A SEASONALLY-APPROPRIATE COVER CROP, AND C 1. THE CONTRACTOR SHALL STAKE OUT THE PROPOSED STREAM CENTERLINE AND PRECIPITATION AND/OR ACTIVE CONSTRUCTION TO ASSESS THE SUCCESS OF THE C STRUCTURE LOCATIONS FOR APPROVAL BY THE ENGINEER BEFORE INITIATING EROSION CONTROL STRUCTURES, REVEGETATION EFFORTS, AND SEE THAT PERMANENT PLANTING WILL BE PERFORMED MANUALLY BY CREWS ON FOOT. EXCAVATION. DEPENDING ON THE SITE CONDITIONS, SOME SHIFTING OF THE STREAM REPLACEMENT, CLEANING, AND/OR INSTALLATION OF ADDITIONAL FEATURES IF CHANNEL AND VANE STRUCTURES MAY BE NECESSARY. ANY COST ASSOCIATED WITH NECESSARY ARE CARRIED OUT. m CHANGING CHANNEL ALIGNMENT AND STRUCTURE LOCATIONS SHALL BE CONSIDERED 11. ONCE IN-STREAM WORK IS COMPLETE FOR A WORK SECTION, REMOVE THE INCIDENTAL TO CONSTRUCTION. APPLICABLE STREAM DIVERSION, IF UTILIZED, AND ALLOW STREAM TO FLOW INTO g 4. THE PROPOSED ACCESS ROUTE THROUGHOUT THE SITE GIVEN IN THE EROSION AND RESTORED CHANNEL. INSTALL STREAM DIVERSION IN FOR THE NEXT SECTION OF 2. THE PROPOSED STREAM CHANNEL SHALL BE CONSTRUCTED BY FIRST EXCAVATING SEDIMENT CONTROL PLANS CAN BE ADJUSTED DURING CONSTRUCTION AT THE STREAM AND COMPLETE IN-STREAM WORK. REPEAT PROCESS AS NECESSARY. ------ - THE FLOODPLAIN TO THE ELEVATIONS AND DIMENSIONS SPECIFIED ON THE STREAM DISCRETION OF THE ENGINEER OR CONSTRUCTION QUALITY ASSURANCE AGENT. SILT RESTORATION MITIGATION GRADING PLAN. THE PROPOSED STREAM CHANNEL SHALL THEN BE FENCES MUST BE USED ON THE DOWNHILL SIDE OF ANY CONSTRUCTION ACCESS 12. WHEN STREAM RESTORATION WORK IS COMPLETE, REMOVE ANY GRAVEL FROM THE EXCAVATED TO THE PROPER DEPTHS INDICATED ON THE PROFILE AND ROAD. TEMPORARY SITE ACCESS AND COMPLETELY RESTORE SITE TO ORIGINAL GRADES CROSS-SECTIONS. THIS SHALL BE DONE AS UNCLASSIFIED EXCAVATION AND IS AND REPLACE TOPSOIL. SEED AND PLANT ACCORDING TO THE PLANTING PLAN. N TYPICALLY ACCOMPLISHED WITH A TRACK EXCAVATOR WITH HYDRAULIC THUMB. ANY INSTALL EROSION CONTROL BLANKET IN DISTURBED AREAS GREATER THAN 3:1 STOCKPILING OR DOUBLE-HANDLING OF MATERIALS NECESSARY TO BUILD THE 5. FOR ANY LAND DISTURBING ACTIVITY WHERE GRADING ACTIVITIES HAVE BEEN SLOPE AND ANY DISTURBED AREAS WITHIN 50 FEET OF A STREAM. AVIA A7F i CHANNEL SHALL BE CONSIDERED INCIDENTAL TO CONSTRUCTION. COMPLETED, TEMPORARY OR PERMANENT GROUND COVER SUFFICIENT TO RESTRAIN `g EROSION SHALL BE PROVIDED THAT SAME DAY AFTER COMPLETING THE WORK $ r1A 1A F, B 13. ONCE ALL AREAS HAVE BEEN PERMANENTLY STABILIZED, AND A UNIFORM g D. FILTER FABRIC PERENNIAL VEGETATIVE COVER HAS BEEN ESTABLISHED, REMOVE ALL EROSION AND Civil&Environmental Consultants,Inc. I. FEDERAL, STATE, AND LOCAL LAWS AND SAFETY REGULATIONS SEDIMENTATION CONTROLS AND STABILIZE ANY DISTURBANCES ASSOCIATED WITH 700 Cherringlon Parkway-Moon Township,PA 15108 THE REMOVAL OF BMPS 1. THE CONTRACTOR AND ANY SUB-CONTRACTORS SHALL CONFORM TO APPLICABLE . Ph:412.429.2324800.365.2324 Fax:412.429.2114 m 1. NON-WOVEN FILTER FABRIC SHALL ONLY BE USED WHEN COVERING THE ROCK OSHA SAFETY REGULATIONS. THE CONTRACTOR AND ANY SUB-CONTRACTORS SHALL www.cecinc.com o SECTION OF A STRUCTURE. CONTRACTOR SHALL USE US FABRICS US205NW FABRIC BE SOLELY RESPONSIBLE FOR COMPLYING WITH ALL FEDERAL, STATE, AND LOCAL OR EQUIVALENT. SAFETY REQUIREMENTS TOGETHER WITH EXERCISING PRECAUTIONS AT ALL TIMES FOR RESTORATION SYSTEMS, LLC g THE PROTECTION OF PERSONS INCLUDING EMPLOYEES AND PROPERTY. IT IS THE VMC ROCKINGHAM QUARRY 2. WOVEN FILTER FABRIC SHALL ONLY BE USED WHEN COVERING THE WOODY SECTION SOLE RESPONSIBILITY OF THE CONTRACTOR AND SUB-CONTRACTOR TO INITIATE, PRM SITE - STREAM RESTORATION A STRUCTURE. CONTRACTOR SHALL USE US FABRICS US315 FABRIC OR MAINTAIN, AND SUPERVISE ALL SAFETY REQUIREMENTS, PRECAUTIONS, AND PROGRAMS u EQUIVALENT. IN CONNECTION WITH THE WORK. CAPO••,, WADESBORO, ANSON COUNTY 8 J. CLEARING & GRUBBING LIMITS FO,•io N�.'y NORTH CAROLINA 1. CLEARING LIMITS SHALL BE EXTENDED TO A MAXIMUM LIMIT NECESSARY FOR _ '¢ DRAWN BY. CCR/LKC CHECKED BY: CCR APPROVED BY: CMM* CONSTRUCTION MATERIALS AND SHALL NOT EXTEND BEYOND CONSTRUCTION ' �� z'DATB FIE 2024 DWG SCALE: AS SHOWN PROJECT NO: 324-404 tiA BOUNDARIES WHERE EARTHWORK ACTIVITIES ARE TO BE PERFORMED. GRUBBING -99 5991 - DRAWING NO.: A SHALL ONLY TAKE PLACE WITHIN THE AREA AS NECESSARY. ALL COSTS ASSOCIATED i9j;. p : GENERAL&SPECIAL NOTES&STREAM /'� WITH CLEARING & GRUBBING SHALL BE CONSIDERED INCIDENTAL TO BID ITEM �Q A'GIMt`%`Z`•• STRUCTURES LEGEND L CLEARING AND GRUBBING. R 8 7 6 1 5 1 4 1 3 2 1 *SIGNATURE ON FILE 8 7 6 5 4 3 2 SELECT GENETICS LLC SUBMITTAL&REVISION RECORD MEN/ - _ NO DATE DESCRIPTION 1 645200703518 \ DESIGNPLAry SUBNmeD TO CLIENT H 1 ❑ I \ -_ _r — oe,ate ISSUED MNmEDFDRPERN�rvD \ //ice \ B H /- 2- - ��\\\\\\\_\ \ /////// /j/ ` �� / N�1NE PUNS H4YE BEEN CREPTD)FOR FULL COLOR PLOTTING. INFORN4TpN IMY BE LOST IN COPYING Ni0I0R PlOT11NG IN GRAY SCNE. ANl'DRAWING 1H4T IS NOT PLOTTED IN NLL COLOR SHNL NOT BE CONSIDERED AOEOWTE FOR CONSIRUCTON PURPOSES. NORTH \�i/l xig, TALLEY FARMS INC �%//1f- -"\\`\�\\\\_—\�- -��- - ////IIII ll r�/�h�� \ I1`\ \\\\\\\�\\\�.II\ / 645200705506 //N/ wErciND r r \\,�- -�-__ i /l/1Il�1(((Ilr101r \\s / / i LEGEND EXISTING- / \ .. �%j111)I�1/1�l))` \I\\ I \\ /j\ _----500 --- IXISNNG WAD%E CONTOUR EN STING INTERMEDIATE CONTOUR SAS-.- $lr�� \\\ /l/J�^�\JIB I lll -/ IXISTING SENISTING PAVED TRUCTURE AD 2 I // -x xx- IXISTING FENCE UNPAVED OROAD srReAM ar I�I _ �%_=_�//i r� e)v 7 �I I!II vvv � ® EN STING WELL G - v I - _ IXlsnNc CULVERT vv /v /// / //// a// �/� v/v v` G BAKER LANNYc-� rl A C 1 I° 645200407215 °. PERENNIAL STREAM CENTERLINE INIERMITTENF STREAM CENTERLINE IXISTING DITCH "\\\ \ iii\ %IIII/ _ vL s°o\\\�\� / > f I I// )( 1 I(� %'//��f l l I I)\(J/u\\ �,., EXISTING STREAM CHANNEL STREAM FLOW DIRECTION ll ( ) / \ \ I�// /✓-.„ \\\ �!`\_//!II / \\\\��// /////)f'I$ \ L,'1/h// /// 11Jf \\I\\; I </ -..=j EXISTING WETLAND PFO ill/I %ISTING SOIL TYPES /IIII, I111 X__%�\�\\i \\�, \`\1\ It 1111111 l) /\III\IIII/I /// J,\\�� \/ \\l \. \I I/\/ )/I 1/I111 I^11 1111 %�� "�110 /i / SV v11V v -V> / /'VA��/ AA Ill//l/j//i /i /�/l 9.�� I AI �lllll( / 1111 IIIII 1 1 F 1�11/( // (I( / )J�/�/ �V �/ /i f. ` I�II�1A\�A 11 /I(_---,^--•/ ,1 II I11�`�\\\�\I 1 I l/�/9 ,-. .• /) III 111 \Illfl I(�I///� 5w_�///7� ...Y / l!)JV( I/� I/A, V(\1 \v/ w�/ �(II -= /yi .-- JlPIETLd�lAalAAAAV I/I / _ /III111AIAA11� IIIIv.�/=-��l�V\.. / / F \Iya =_�i� 1AV111VAAVA �////11'�'/ �� y illy\wErtavDa�II Al\vim, _ 1 �?1A1( Illj�ljllA\VlllyA�AA�\IAIlA1'11\\\��/j_- �vw•-mil�/j'T j�j��lllll��Ill��%f�'��1, I ///i smEA,v s47� w�VA��zS�(1/I�IIII111\�111��1�1�/��_1 �// ///� IliA.�`S_ vv\AVv�=_�/jlh(1�11(I Al I111�-� �'�vvv / A VAv�/%//r�iiVIA v�Qv�vA i h"i�I�Illl�ll 11VII�III�I l�yw wE7uND e v /�wvAiy/l�i v ri/�41IIll/1jll Il 11�111v�twA v r A�-%i��1��//%/i�i/�il �tA \V�Q\�v� �i�yac�/A�1AAAV -- - A v _ /�\V✓//�/i 11 I�Al I ITV,I,i��;Jlll 11 -�)IICrv^ vAA v,v�_/A////�%/��- /: /� E V� \� ��v / 5-�wA\� 1 IIII 1111I11�111�Ah_y��✓;�� t/i/ /////�!/ %%/,vv�IIIII Il ^= u��- /// /f/l�//'. E VA��,��v i/ I A tiyl1I�III11VAVI 11VlVV --_:y -/ / 1 1 / VAAI� I1 sza��vv �v/ `Ill)�l(l��lll�j/�/ll I/s2._y\smEitus4z / - �// / II��lll/III�Illlllllll(�ll,/7lIA \ \VA\��A�IIAAIAAII Iv v ��VII °I/I/ `/ I/ /II Ill/ III IIII IIII/IIII IIII/llll)I lVAV AAAV1A 11 III I%%�\ `\� A�1)I�IIIII�/ IIIII�IIII IIIIlIj1II� ll�l II111I�/ \�IA�VA�V1A�AA� I�III�I v ------ v %� / ivvvVAAA iii vV v�� Av vv�i/ �. I 111�1 I _ aURRoeNAL��D&oONNo -ii��\Vvv \\y _��y��wC� �_ /I jIIN ��1VAAI�IIIII��J111Ijtlll�Ij )IIIIIIq�llllllllljllll�l�lll�lllj�l / _ �_- AV vv A V\ �,—�� ,1/ „ 11U�1 III A I l 645100483921 `\V�\ vy AAI Vv-� Vv /l/�Illl( '�`- 11111V 11111��1�VI 111111ll�ll llj ll�l\II�VIs`�� l // IIII IIII�ljllllll l ll l� /vy BURR DONALDD&DONNAMI/ l(Il 1 6451004822zo I� �� : ;/�� ALvvvv�_=�= ti�i//�/�q�, �Ifll A�\All�l�llll�ll�"1 1Allll�VA�\.,�/ �IJ�lllll,l�r�,r,/i� lilvvAVl);��11olu�will��l' ..I IIIII ilV 1(1A�AjI��AVAA\6�A�VA��VA��- D ��. v_v` -� � 11 \�wAI \ \\�A��O��wA�� \ )/ / �l �A`vv�y vvA� II I�,AIIV�%1V\v /�/ D �1A11�A) (\AAA\81(/v (\11 VAM �`QOA�A I s \ills,\,` II\ \\\l\\\\��\�� 0 ~'ol WETLND 14 \AI\\\�\A\AAA\\� \p\�\�� ✓/%/��/T,/ / \�wErzAND io L \\\ I// i/ ( \ \ )II \l"=�II I \ IIIII\\\\ NETLAND 1/ STREAM_S49 "�i // JJ /ice li/�.. //^ 18ETL4ND B V AlVA 1AA��--A ! L� LITTLE PAUL BJR �\ l QAAV��vAV A 645100876016 /i� wE/uaD 9. wvv� -�v I \1 `0 (�+ebw�llll�llll�/� y ii�� ay��/� - /) AIII\�AA�yh C,°tue.av 1A� VA\VAV`1\ O� i/%/�� n I ( g l 1 ACY"tl' be / \ vvvtvv�v VA /i v I/I v l f ( 11 1 Vv ii_ / HUNTLEY RUBY RATLIH'��/ \\Y"�v, /A \ V�o�A AA\,�/////p L� ( I (L A.Ad,1A ) \ A /I A / \ \ \ \\ y// j (( < 645100462806 ��IIV� � \ I l�1A V�\Vv �I 'J �i I � �(l A \ � V ) � / ll�V1 �� f s� \ \ V v`i 11 STREAM S4 J f /- /w '� I) ( I � r 1Ds /I �Ip . 1 \j / TIbAJ�A. RJR // lI / \J / /1/IJ A t Y`1 VA -_=�-/" V 1 1 t 1 ry / 2 /i,1C ' t1RESTORATION g WETLAND 19 STREAM SAJ'�_7SYSTEMS I LLC /WETL4N0 20 0 A \l / !/ / FIAI'V,/AV / i B l �/ wenaND Tz 1 //} r \5/ / a 1, ,�yv „vvvv �� I I/I Civil&Environmental Consultants,Inc. �IIAI S7R0W 541T0 S BEAM 541� /, / // 1 �J ay//� 700 Chernngton Parkway-Moon Township,PA 15108 l )1" Ph:412.429.2324-800.365.2324-Fax:412.429.2114 REFERENCE IIII II !// G A% www.cecinc.com 1.EXISTING TOPOGRAPHY PREPARED BY CIVIL&ENVIRONMENTAL CONSULTANTS,INC. (CEC) FROM \I IO,II9Ipjl�/jf I (j I/ / C ! \ / J I I (I I\ y I/ (UAS)GEOMORWITH UDAR AND PHOTOGRAPHER SENSORC DATA PAYLOATHERED DS.ATE OF DATA SMALL COLLED ECTION: Il 1 '4 (t J J J/RIAL � j ij \\ \ \� RESTORATION SYSTEMS, LLC a 02/18/2023. rl7�i� VMC ROCKINGHAM QUARRY /� J/g�, SELECT GENETICS LLC 2.THE WETLAND DELINEATION SERVICES WERE PERFORMED BY CEC ON NOVEMBER 14,DECEMBER 7, /\ 645100664833 PRM SITE - STREAM RESTORATION u DECEMBER 8,2022 AND JANUARY 5,2023. DELINEATION HAS NOT BEEN VERIFIED BY THE a UNITED STATES ARMY CORPS OF ENGINEERS(USACE). I ( / I//Lam'/ a••"'•WA / y / CAq"0••", WADESBORO, ANSON COUNTY ° 3.PARCEL BOUNDARIES IMPORTED FROM GIS, DERIVED FROM NCONEMAP.GOV, LAST UPDATED AUGUST ;;/„�, / / :'P�pES31O' �,w NORTH CAROLINA zs g 2022. /TT� �`Q.4p N��•ti RAWN BY: CCR/LKC 1 CHECKED BY: CCR APPROVED BY: CMM* 4.AERIAL IMAGERY DERIVED FROM PLEXEARTH, DATED JANUARY 2022. PLAN VIEW ' ATE: FEBRUARY 20241 DWG SCALE: AS SHOWN PROJECT NO: 324404 ti A 5.USDA, NRCS SOIL SURVEY GEOGRAPHIC(SSURGO)DATABASE,ACCESSED JANUARY 23.2024. SCALE IN FEET - 5 1Ir DRAWING NO.: A 0 200 400 .p�C�'olNttp p1';°= EXISTING CONDITIONS PLAN 3 Kl.MC • R 8 7 1 6 1 5 4 3 2 1 *SIGNATURE ON FILE 8 7 6 5 4 1 3 2 1 1 SELECT GENETICS LLC SUBMITTAL&REVISION RECORD / 645200703518 NO ueDATE DESCRIPTION / \ �0 _00 DESIGN PIANSSUMITTEDTOC ENT H - o,,,,ao BBUEDORRPERMRGNG \ / 1 \ H .. ovoznou REVISED AND REsusNmED FaR PERNnnrvD /` - SM VN6 THE P HAVE BEEN CREATED FOR N COLOR R PLOTTING. INFO'_R NAY BE LOBT IN COPYING AND/OR PLOTTING / IN GRAY 6CNE ANY DRAWING THAT IS NOT PLOTTED IN NLL COLOR BHALL NOT BE CONBIOEREO AOEOUATE FOR / \ - CONBIRUCTON-PURPOSES. NORTH - �a TALLEY FARMS INC / WE—7 645200705506 / - ARERASHO'TREATMENr __ _ LEGEND EXISTING PARCEL LINE / EXISTING INDEX CONTOUR EXISTING INTERMEDIATE CONTOUR EXISTING STRUCTURE EXISTING PAVED ROAD __--__ --- -------- EXISTING UNPAVED ROAD G \ / / -- —xxx— EXISTING FENCE G BAKER LANNY \ 645200407215 / x — EXISTING CULVERT / �-— EXISTING DITCH WETLAND2 EXISTING STREAM CENTERLINE ..� CK REAM CHANNEL,TO BE BAFlLLED STREAM FLOW DIRECTION .�„5 EXISTING WETLAND(PFO) —•—•—•— LIMITS OF DISTURBANCE(37.898 AC.) -----_ X PROPOSED CONSERVATION EASEMENT(FENCED) \ / \ 4>0 PROPOSED MARSH TREATMENT AREAS(8) / \\� WETLAND PROPOSED CULVERT PROPOSED BRIDGE MARSH TREATMENT ®AREA 02 PROPOSED STREAM RESTORATION (7,778.837 LF) / , LEVE PROPOS 1(317.74STREAM9 F)HANCEMEN7 F PROPOSED STREAM ENHANCEMENT ' MARSH TREATMENT PROPOSED WETLAND REHABILITATION(1.748 AC.) / r I MARSH TREATMENT AREA 08 r `-�_ __� PROPOSED WETLAND ENHANCEMENT(1.219 AC.) AREA ,. / — J GROUP 1 STREAM GRO GROUP 2 STREAM UP 3 STREAM N, GROUP 4 STREAM GROUP 5 STREAM SHEET INDEX BOX E WERANDS - \ rP MARSH TREATMENT \ I E 111 �� AREA \7 1J �.- (REACH 2) - ,.• ' \.\ // ANSON COUNTY FARMS \ *BURR DONALD„ 645200705506 -� t A D&DONNA M �1� werzANOs / 6451011413921 /� / — \ I BURR DONALD &DONNA M \ . I 645100482220 I \ D � D WETLA werLAND7` � ND f0 WETLAND 14 i MARSH TREATMENT AREA 04 �''/ 645100876016 a WETLANDS M `C -- WETLAND 11 D HUNTLEY RUBY RATLIFF � 645100462806 — • WETLAND 18 � 1 MARSH TREATMENT ` AREA OS TI AN JASP R JR • RESTORATION SYSTEMS I LLC MARSH TREATMENT / \ AF STREAM /� AREA 06 / flAVIA IA LBRi,ID SVB WE7LAND20 B WETLAND 12 Civil&Environmental Consultants,Inc. e I} k 700 Chernnglon Parkway-Moon Township,PA 15108 0 i G ' Ph:412.429.2324-800.365:2324-Fax:412.429.2114 a www'cocinc.com - RESTORATION SYSTEMS, LLC REFERENCE SELECT GENETICS LLC VMC ROCKINGHAM QUARRY 1.EXISTING TOPOGRAPHY PREPARED BY CIVIL&ENVIRONMENTAL CONSULTANTS,INC.(CEC)FROM 645100664833 PRM SITE - STREAM RESTORATION u GEOMORPHIC SURVEY AND TOPOGRAPHIC DATA GATHERED BY SMALL UNMANNED AERIAL SYSTEMS (9UAS)WITH UDAR AND PHOTOGRAPHER SENSOR PAYLOADS.DATE OF DATA COLLECTION: .,, / `,s;�N CAgO'..,y WADESBORO, ANSON COUNTY g 02/18/2023. o,Qp NORTH CAROLINA DRAWN BV. CCR/LKC CHECKED BV: CCR APPROVED BY: CMM* 2.THE MBER 8, DELINEATION NUARYE5 WERE PERFORMED B7 CEC ON BEEN VERIFIED 14,DECEMBER 1, PLAN VIEW DATe FEBRUARV 2024 DWG SCALE' AS SHOWN PROJEOT NO: 324-404 DECEMBER 6,2022 AND JANUARY 5,2023. DELINEATION HAS NOT BEEN VERIFIED BY THE 1I UNITED STATES ARMY CORPS OF ENGINEERS(USACE). pp/G�L/2�llz a A SCALE IN FEET - 5991 - DRAWING NO.: A 3.PARCEL BOUNDARIES IMPORTED FROM GIS,DERIVED FROM NCONEMAP.GOV,LAST UPDATED AUGUST � 2022. 0 200 400 -�.p� 'GINS p`t`;'= DRAWING INDEX AND STREAM DESIGN GROUPS 4 4.AERIAL IMAGERY DERIVED FROM PLEXEARTH,DATED JANUARY 2022. '•.,,CKC ,.• R 8 7 6 1 5 1 4 1 3 2 1 *SIGNATURE ON FILE 8 7 6 5 4 3 2 1 SUBMITTAL&REVISION RECORD SELECT GENETICS LLC 1645200703518 NO DATE DESCRIPTION ❑ ❑ / \ �0 oaro,ao� oEsoNPaPS!UM DTOC ENT H " o,rs,rzoza ssueG wRPERmRnrvG H \ 14k, ,' / .. ovoznou REvSEDADDRESUBMmeDFORPERMr-r- �< yam:THE%PNS NYE BEEN CREPTDI FOR FULL COLOR PLOTTING. IN-14 NOT IMY BE I IR IN COPYING AND/OR PlOT11N0 IN GRAY SCALE. ANY DRAWING 1HAT IS NOT P11 W IN R P COLOR SHALL NOT BE CONSIDERED AWPYNG FOR WNSIRUCTON PURPOSES. r. NORTH `4� TALLEY FARMS INC / —A 1 V so 5q� > / MARSH TREATMENT 645200705506 —— � AREA01 _ LEGEND EXISTING PARCEL LINE / EXISTING INDEX CONTOUR EXISTING INTERMEDIATE CONTOUR EXISTING STRUCTURE BAKER ,� // / 4{ �s --- -------- EXISTING UNPAVED ROAD EXISTING FENCE G . ..� — BAKER LANNYLANNV �I � � EXISTING CULVERT EXISTING DITCH EXISTING STREAM CENTERLINE w�1LAND2 EXISTING STREAM CHANNEL,TO BE of /\ /^ BACKFlLLED � ' ��- STREAM FLOW DIRECTION / \\\\ -- \\ / `,�• ��' .7:L„5 EXISTING WETLAND(PRO) / \\ \ /� �- .._ - — •—•— LIMITS OF CONSERVATION EASEMENT NT y. ////ll(y��/ X PROPOSED CONSERVATION EASEMENT(FENCED) Jo �� PROPOSED MARSH TREATMENT AREAS(8) i PROPOSED CULVERT NETLAND 4 i - - 'MARSH TREATni CN1 S1f�_ ❑ PROPOSED BRIDGE / AREA02 '))'WEFLAND3 PROPOSED STREAM RESTORATION(7,778.837 LF) PROPOSED STREAM ENHANCEMENT FLEVEL 1 (317.749 LF) F PROPOSED STREAM ENHANCEMENT LEVEL 2(505.854 LF) MARSH TR TREATMENT PROPOSED WETLAND REHABILITATION(1.748 AC.)EATMENT /AREA 08 - �� PROPOSED WERAND ENHANCEMENT(1.219 AC.) 7 7 CONSERVATION EASEMENT/ (FENCED)OF OWNER AND CONTRACTOR.CR N GATES CAN BE ADDED AT DIS N 1 / \ =.mot r . ❑+b \'.� � hryo �o E � MARSH TREATMENT E WERAND 5 h N AREA 03 \ LIMITS OF DISTURBANCE, \ ,• s - STREAM SAD I -i -.•. (REACH 2) ANSON COUNTY FARMS 645200705506 WE7L4NO6' - ---- _— \ BURR DONALD D&DONNA M � — \ 645100463921 BURR DONALD D&DONNA M _ 645100482220 \ E D > --WETLAND D \ WETLAND 10 WETLAND 14 S20 x �/ \ h\✓ � WETLANDB o MARSH TREATMENT AREA M lk- 90 N ❑ ,Y� WET" 9 5 C ��— wErzAND 11 - � C HUNTLEY RUBY RATLIFF ❑ 645100462806 WETLAND 19 . 1I^ •MARSH TREATMENT • /I AREA 05 - E11NI-12�2 RJR RESTORATION xSYSTEMS I LLC MARSH TREATMENTAF i 3TREAMSA10 a /(�9f -� -, LRRAID SVSTE ^(� AREA" flW - 7 ., _ WE7LAND20 vCivil&Environmental Consultants,Inc. e I1✓�� 700 Chernnglon Parkway-Moon Township,PA 15108 s REFERENCE P✓ rro - Ph:412.429.2324-800.365:2324-Fax:412.429.2114 www.cecinc.com 1.EXISTING TOPOGRAPHY PREPARED BY CIVIL ENVIRONMENTAL CONSULTANTS,INC.(CEC)FROM -; --- ❑ /+ -a RESTORATION SYSTEMS, LLC GEOMORPHIC SURVEY AND TOPOGRAPHIC DATA GATHERED TA SMALL UNMANNED AERIAL SYSTEMS d 02/18/2023 BOAR AND PHOTOGRAPHER SENSOR PAYLOADS.DATE OF DATA COLLECTION: I, a SELECT GENETICS LLC VMC ROCKINGHAM QUARRY 2.THE WETLAND DELINEATION SERVICES WERE PERFORMED BY CEC ON NOVEMBER 14,DECEMBER 1, sasl oossas33 PRM SITE — STREAM RESTORATION ^' DECEMBER 8,2022 AND JANUARY 5,2023. DEUNEATION HAS NOT BEEN VERIFIED BY THE u UNITED STATES ARMY CORPS OF ENGINEERS(USACE). �/ •'� N rCA/�O•.,,ry WADESBORO, ANSON COUNTY 3 3.PARCEL BOUNDARIES IMPORTED FROM GIS,DERIVED FROM NCONEMARGOV,LAST UPDATED AUGUST '•FESSIp �,..ww:. NORTH CAROLINA S 2022 Q'4p0 Njti�lh DRAWN BY CCR/LKC CHECKED BY: CCR APPROVED BY: CMM* 4.AERIAL IMAGERY DERIVED FROM PLEXEARTH,DATED JANUARY 2022. PLAN VIEW ' DATE. FEBRUARY 2024 DWG SCALE: ASSHOWN PROJECT NO: 324-404 OP/Gk/T-�Z w A 5.USDA,NRCS SOIL SURVEY GEOGRAPHIC(SSURGO) DATABASE,ACCESSED JANUARY 23,2024. SCALE IN FEET - 5>�� DRAWING NO.: A =:$ .� 0 200 400 .,.p�C�'olNtt p`2�; MITIGATION PLAN 5 R 8 7 6 15 1 4 1 3 2 1 *SIGNATURE ON FILE 8 7 6 5 4 3 2 1 1 SUBMITTAL&REVISION RECORD NO DATE DESCRIPTION oeroTnozI DESIGN H H uvo 1 REVISED R MM THE PUNS HAVE BEEN CREATED MR NLL COLOR PLOTTING. INmRHADON NA BE LOST IN COPYING AND/OR PLOTTING IN GRAY SCNE. ANY DRAWING THAT IS NOT PTOTIED IN NLL COLOR SIW.L NOT BE CONSIDERED ADEQUATE MR CONSTRUCTON PURPOSES. GROUP GROUP2 GROUP3 GROUP4 GROUP5 DESIGN STREAM DESIGN STREAM DESIGN STREAM DESIGN STREAM DESIGN STREAM PARAMETER VALUES PARAMETER VALUES PARAMETER VALUES PARAMETER VALUES PARAMETER VALUES MIN MAX MIN MAX MIN MAX MIN MAX MIN MAX DRAINAGE AREA,DA SQ MI 0.005 DRAINAGE AREA,DA(SO MI 0.014 DRAINAGE AREA,DA(SO MI 0.037 DRAINAGE AREA,DA(SO MI 0.125 DRAINAGE AREA,DA SQ MI 0.322 STREAM TYPE ROSGEN B/Ba 4 STREAM TYPE ROSGEN B4/Ba 4 STREAM TYPE ROSGEN B4/65 STREAM TYPE ROSGEN C4/C5 STREAM TYPE ROSGEN C4/C5 BANKFULL DISCHARGE,ABKF CFS 0.90 BANKFULL DISCHARGE,QBKF CFS 1.85 BANKFULL DISCHARGE,QBKF CFS 3.64 BANKFULL DISCHARGE,QBKF CFS 8.53 BANKFULL DISCHARGE,QBKF CFS 16.53 BANKFULL MEAN VELOCITY,VBKF FT/S 0.287 0.287 BANKFULL MEAN VELOCITY,VBKF FT/S 0.575 0.575 BANKFULL MEAN VELOCITY,VBKF FT/S 1.062 1.062 BANKFULL MEAN VELOCITY,VBKF FT/S 2.001 2001. BANKFULL MEAN VELOCITY,VBKF FT/S 2.697 2.697 G DIMENSION INFORMATION DIMENSION INFORMATION DIMENSION INFORMATION DIMENSION INFORMATION DIMENSION INFORMATION G BANKFULL RIFFLE XSEC AREA,ABKF(SO FT) 3.1 3.1 BANKFULL RIFFLE XSEC AREA,ABKF SQ FT 3.2 3.2 BANKFULL RIFFLE XSEC AREA,ABKF SQ FT 3.4 3.4 BANKFULL RIFFLE XSEC AREA,ABKF(SO 4.3 4.3 BANKFULL RIFFLE XSEC AREA,ABKF(SO 6.1 6.1 BANKFULL RIFFLE WIDTH,WBKF( 6.1 6.1 BANKFULL RIFFLE WIDTH,WBKF 6.2 6.2 BANKFULL RIFFLE WIDTH,WBKF FT 6.4 6.4 BANKFULL RIFFLE WIDTH,WBKF FT 7.2 7.2 BANKFULL RIFFLE WIDTH,WBKF 8.6 8.6 BANKFULL RIFFLE MEAN DEPTH,DBKF 0.5 0.5 BANKFULL RIFFLE MEAN DEPTH,DBKF 0.5 0.5 BANKFULL RIFFLE MEAN DEPTH,DBKF FT 0.5 0.5 BANKFULL RIFFLE MEAN DEPTH,DBKF FT 0.6 0.6 BANKFULL RIFFLE MEAN DEPTH,DBKF 0.7 0.7 WIDTH TO DEPTH RATIO,W/D FT/ 12 12 WIDTH TO DEPTH RATIO,W/D FT/FT 12 12 WIDTH TO DEPTH RATIO,W/D FT/FT 12 12 WIDTH TO DEPTH RATIO,W/D FT/ 12 12 WIDTH TO DEPTH RATIO,W/D FT/ 12 12 WIDTH FLOODPRONE AREA,WFPA(FT) 10.1 14.1 WIDTH FLOODPRONE AREA,WFPA FT 10.2 14.2 WIDTH FLOODPRONE AREA,WFPA FT 12.4 16.4 WIDTH FLOODPRONE AREA,WFPA 17.2 21.2 WIDTH FLOODPRONE AREA,WFPA FT 20.6 24.6 ENTRENCHMENT RATIO,WFPA/WBKF FT/ 1.7 2.3 ENTRENCHMENT RATIO,WFPA/WBKF FT/FT 1.6 2.3 ENTRENCHMENT RATIO,WFPA/WBKF FT/FT 1.9 2.6 ENTRENCHMENT RATIO,WFPA/WBKF FT/ 2.4 3.0 ENTRENCHMENT RATIO,WFPA/WBKF FT/ 2.4 2.9 RIFFLE MAX DEPTH @ BKF,DMAX 0.6 0.7 RIFFLE MAX DEPTH @ BKF,DMAX 0.6 0.7 RIFFLE MAX DEPTH @ BKF,DMAX FT 0.6 0.7 RIFFLE MAX DEPTH @ BKF,DMAX 0.7 0.8 RIFFLE MAX DEPTH @ BKF,DMAX FT 0.8 1.0 RIFFLE MAX DEPTH RATIO,DMAX/DBKF 1.2 1.4 RIFFLE MAX DEPTH RATIO,DMAX/DBKF 1.2 1.4 RIFFLE MAX DEPTH RATIO,DMAX/DBKF 1.2 1.4 RIFFLE MAX DEPTH RATIO,DMAX/DBKF 1.1 1.4 RIFFLE MAX DEPTH RATIO,DMAX/DBKF 1.1 1.4 MAX DEPTH @ TOB,DMAXTOB 0.6 0.7 MAX DEPTH @ TOB,DMAXTOB FT 0.6 0.7 MAX DEPTH @ TOB,DMAXTOB FT 0.6 0.7 MAX DEPTH @ TOB,DMAXTOB 0.7 0.8 MAX DEPTH @ TOB,DMAXTOB 0.8 1.0 BANK HEIGHT RATIO,DTOB/DMAX FT/ 1.0 1.0 BANK HEIGHT RATIO,DTOB/DMAX FT/FT) 1.0 1.0 BANK HEIGHT RATIO,DTOB/DMAX(FT/FT) 1.0 1.0 BANK HEIGHT RATIO,DTOB/DMAX FT/FT) 1.0 1.0 BANK HEIGHT RATIO,DTOB/DMAX FT/ 1.0 1.0 POOL MAX DEPTH,DMAXPOOL 1.5 1.8 POOL MAX DEPTH,DMAXPOOL 0.8 1.8 POOL MAX DEPTH,DMAXPOOL FT 0.8 1.9 POOL MAX DEPTH,DMAXPOOL FT 0.9 2.1 POOL MAX DEPTH,DMAXPOOL 1.1 2.5 F POOL MAX DEPTH RATIO,DMAXPOOL/DBKF 2.0 3.5 POOL MAX DEPTH RATIO,DMAXPOOL/DBKF 1.5 3.5 POOL MAX DEPTH RATIO,DMAXPOOL/DBKF 1.5 3.5 POOL MAX DEPTH RATIO,DMAXPOOL/DBKF 1.5 3.5 POOL MAX DEPTH RATIO,DMAXPOOL/DBKF 1.5 3.5 F POOL WIDTH,WPOOL 6.7 9.2 POOL WIDTH,WPOOL 6.8 9.3 POOL WIDTH,WPOOL FT 7.1 9.6 POOL WIDTH,WPOOL FT 9.3 12.2 POOL WIDTH,WPOOL FT 10.3 14.6 POOL WIDTH RATIO,WPOOL/WBKF 1.1 1.5 POOL WIDTH RATIO,WPOOL/WBKF 1.1 1.5 POOL WIDTH RATIO,WPOOL/WBKF 1.1 1.5 POOL WIDTH RATIO,WPOOL/WBKF 1.3 1.7 POOL WIDTH RATIO,WPOOL/WBKF 1.2 1.7 POOL LENGTH,LPOOL(FT) 6.1 21.4 POOL LENGTH,LPOOL FT 6.2 21.7 POOL LENGTH,LPOOL FT 6.4 22.5 POOL LENGTH,LPOOL 14.3 28.6 POOL LENGTH,LPOOL 17.2 34.3 POOL LENGTH RATIO,LPOOL/WBKF 1.0 3.5 POOL LENGTH RATIO,LPOOL/WBKF 1.0 3.5 POOL LENGTH RATIO,LPOOL/WBKF 1.0 3.5 POOL LENGTH RATIO,LPOOLM/BKF 2.0 4.0 POOL LENGTH RATIO,LPOOL/WBKF 2.0 4.0 POOL-POOL SPACING,UPS FT 9.2 30.6 POOL-POOL SPACING,LPS FT 9.3 31.1 POOL-POOL SPACING,LPS 9.6 32.1 POOL-POOL SPACING,UPS 25.0 50.1 POOL-POOL SPACING,LIPS FT 30.0 60.0 POOL-POOL SPACING RATIO,LPS/WBKF 1.5 5.0 POOL-POOL SPACING RATIO,UPS/WBKF 1.5 5.0 POOL-POOL SPACING RATIO,LPS/WBKF 1.5 5.0 POOL-POOL SPACING RATIO,LPS/WBKF 3.5 7.0 POOL-POOL SPACING RATIO,I PS/WBKF 3.5 7.0 PATTERN INFORMATION PATTERN INFORMATION PATTERN INFORMATION PATTERN INFORMATION PATTERN INFORMATION SINUOSITY,K 1.10 1.20 SINUOSITY,K 1.10 1.20 SINUOSITY,K 1.10 1.20 SINUOSITY,K 1 1.20 1.40 SINUOSITY,K 1.20 1.40 PROFILE INFORMATION PROFILE INFORMATION PROFILE INFORMATION PROFILE INFORMATION PROFILE INFORMATION VALLEY SLOPE,SVAL FT/ 0.0550 0.0550 VALLEY SLOPE,SVAL FT/ 0.0200 0.0600 VALLEY SLOPE,SVAL FT/ 0.0290 0.0340 VALLEY SLOPE,SVAL FT/ 0.0240 0.0310 VALLEY SLOPE,SVAL FT/ 0.0110 0.0240 CHANNEL SLOPE,SCHAN FT/ 0.0500 0.0458 CHANNEL SLOPE,SCHAN FT/ 0.0182 0.0500 CHANNEL SLOPE,SCHAN FT/FT 0.0264 0.0283 CHANNEL SLOPE,SCHAN FT/FT 0.0200 0.0221 CHANNEL SLOPE,SCHAN FT/FT 0.0092 0.0171 E SLOPE RIFFLE,SRIF FT/FT 0.0600 0.0688 SLOPE RIFFLE,SRIF FT/FT 0.0218 0.0750 SLOPE RIFFLE,SRIF FT/FT 0.0316 0.0425 SLOPE RIFFLE,SRIF FT/FT 0.0240 0.0332 SLOPE RIFFLE,SRIF FT/ 0.0110 0.0257 E RIFFLE SLOPE RATIO,SRIF/SCHAN 1.2 1.5 RIFFLE SLOPE RATIO,SRIF/SCHAN 1.2 1.5 RIFFLE SLOPE RATIO,SRIF/SCHAN 1.2 1.5 RIFFLE SLOPE RATIO,SRIF/SCHAN 1.2 1.5 RIFFLE SLOPE RATIO,SRIF/SCHAN 1.2 1.5 SLOPE POOL,SPOOL(FT/ 0.0000 0.0183 SLOPE POOL,SPOOL FT/FT 0.0000 0.0200 SLOPE POOL,SPOOL FT/FT 0.0000 0.0113 SLOPE POOL,SPOOL FT/ 0.0000 0.0044 SLOPE POOL,SPOOL FT/ 0.0000 0.0034 POOL SLOPE RATIO,SPOOL/SCHAN 0.00 0.40 IPOOL SLOPE RATIO,SPOOL/SCHAN 0.00 0.40 IPOOL SLOPE RATIO,SPOOL/SCHAN 0.00 0.40 POOL SLOPE RATIO,SPOOL/SCHAN 0.00 0.20 POOL SLOPE RATIO,SPOOL/SCHAN 0.00 0.20 Wbkfp=9.2' Dmaz 1.8' Wbkfp-9.3' Dmaz=1.9'Wbkfp-9.60' Abkf= 11.00 SgFt Dmax-2.10' Wbkfp- 12.20' Abkf- 16.70 SgFt Wbkfp= 14.6' DmO Abkf= 10.00 SgFt 7 Abkf- 10.30 SgFt Dmax=2.5'I Abkf=24.00 SgFt N 2.0 TYPICAL POOL SECTION TYPICAL POOL SECTION 4 6 'F3 N TYPICAL POOL SECTION TYPICAL POOL SECTION TYPICAL POOL SECTION N D Dmax-0.7' - 6. Wbkf 6.4' Dmaz-0.80' bkf-7.2 p Abkf=3.20 S Ft Dmax-0.7' Abkf=3.40 S Ft Abkf-4.30 Ft s bkf=6.' 9 q Wbkf-8.6' 7 Dmaz=0.9' Abkf=3.10 S1- } 1 U7 Abkf-6.10 Sq- ED 3.6' 3.7' 4.13' TYPICAL RIFFLE SECTION TYPICAL RIFFLE SECTION TYPICAL RIFFLE SECTION 5.0 TYPICAL RIFFLE SECTION Abkf=BANKFULL AREA Abkf=BANKFULL AREA Abkf=BANKFULL AREA TYPICAL RIFFLE SECTION Abkf=BANKFULL AREA Wbkf=BANKFULL WIDTH Wbkf=BANKFULL WIDTH Wbkf=BANKFULL WIDTH Dmax=MAXIMUM BANKFULL DEPTH Abkf=BANKFULL AREA Wbkf=BANKFULL WIDTH Dmaz=MAXIMUM BANKFULL DEPTH Dmax=MAXIMUM BANKFULL DEPTH Wbkf=BANKFULL WIDTH i Dmaz-MAXIMUM BANKFULL DEPTH GROUP 2 GROUP 3 GROUP 4 Dmax=MAXIMUM BANKFULL DEPTH N GROUP 1 TYPICAL STREAM SECTIONS TYPICAL STREAM SECTIONS GROUP 5 TYPICAL STREAM SECTIONS N.T.S. N.T.S. TYPICAL STREAM SECTIONS N.T.S. TYPICAL STREAM SECTIONS N.T.S. N.T.S. C NOTE: AT ALL POOL LOCATIONS, THE BANKFULL TOP-WIDTH SHOWN IN THE TYPICAL SECTIONS TAKES PRECEDENCE OVER PROPOSED CONTOURS (IN ALL CASES) 0 RESTORATION F I 2 AW7 ,-AV A B Civil&Environmental Consultants,Inc. B 700 Cherring[On Parkway-Moon Township,PA 15108 m Ph:412.429.2324-800.365:2324-Fax:412.429.2114 www.cecinc.com RESTORATION SYSTEMS, LLC VMC ROCKINGHAM QUARRY W PRM SITE - STREAM RESTORATION s�N,CAg0••" WADESBORO, ANSON COUNTY g ;o,QgO NORTH CAROLINA ' DRAWN BY CCR/LKC 1 CHECKED BY: OCR APPROVED BY: CMM* o ' T7991�� OATe FEBRUARV 2024 DWG SCALE: AS SHOWN PROJECT NO: 324-404 ti A -9 - DRAWING NO.: A -9�•Q�CNaIMt�4%p`t = JREAM GEOMORPHOLOGY DESIGN TABLES AND C TYPICAL CROSS-SECTIONS V R 8 7 6 5 1 4 1 3 2 1 1 *SIGNATURE ON FILE 8 7 6 5 4 3 2 1 1 SUBMITTAL&REVISION RECORD NG DATE DESCRIPTION �� v �� \ H '" X1�Yc � ,. � l � \\ \\ \ .. o+rs+rzsxa ssum wr+aemm�nmeo ToaeNT J i \ 1 N s �� NG H ovoznou REVISED MD Resuemmeo FOR ReRmnnna T• — / / I \ �.:5r� 841E Y PIANS HAVE BEEN CREATED MR NLL COLOR PLOTTING. INRORHATIOT NAY BE LOBE IN COPYING NCO/OR PLOTTING TIUT IS NOT PLOTTED IN NLL COLOR BIU11 NOT BE CONBIOEREO AOE4UATE MR OONSIRUCTON PURPOSES NORTH ' I i IN GRAY scut. AHr Gwanec 0 ANSON COUNTY FAR S i LEGEND � 6452Qti705506 EXISTING PARCEL LINE r 70 EXISTING INDEX CONTOUR -77/r _ tX15IING Wt ILANO 2 n EXISTING INTERMEDIATE CONTOUR EXISTING STRUCTURE l / EX/SnNG WETLAND 1 EXISTING PAVED ROAD /////� -------------- - EXISTING UNPAVED ROAD EX STI G FENCE PROPOSED_� / STREAM SA5 CULVERT _ / —__, /-� / Z. EXISTING DITCH \\ j / x^`\� \ \ EXISTING STREAM CENTERLINE G G 54 r 7 �((yk1 EXISTING STREAM CHANNEL,TO BE BACKFILLED / PROPOSED STREAM SA1 ISTREAM // x 's �, \ \ �> EXISTING FWETLANDE P 0) / CTION //0 / / / / i EXISTING STREAM S41 / / l N' vN T• ��1 OMITS OF DISTURBANCE(37.898 AC.) PROPOSED STREAM CHANNEL AND CENTERLINE r� � � / � � / � poi� +.--_ o .No \ � <v ... 53T .....5�6.... .TS3j `TS /...: "�-•'. ,yx _r/ / i (� -- -_? :'/ .` 1 "/ : x _ /.' •�..•S36 SYs 965 PROPOSED INDEX CONTOUR y i 966 PROPOSED INTERMEDIATE CONTOUR �42 ......... .. ° ... ^n \\ \ .............................. PROPOSED LIMIT OF GRADING GT94'90 • �, \ \ \\ \\ 2 DETAIL NUMBER s DETAIL DRAWING NUMBER n p oa .. ...••' -vim �' : q x �x PROPOSED CONSERVATION EASEMENT(FENCED) 'r r \\ F / ,..•' n -- .. _ G �� PROPOSED MARSH TREATMENT AREAS F PROPOSED C PROPOSED BRIDGET / o / - -- -------_ \ - PROPOSED STREAM RESTORATION 0 OxX W Q - -�{, PROPOSED STREAM ENHANCEMENT(LEVEL 1) GRADE IRREGULAR TOPOGRAPHY±0.5 FEET ALONG -'f PROPOSED STREAM FLOODPN CHLINE SEE DRA\'�L`' U 1�•ING NO. PROPOSED STREAM ENHANCEMENT(LEVEL 2) 544 / px69 \ MAT PROPOSED WETLAND REHABILITATION \4+552 PROPOSED WEfIAND ENHANCEMENT I r r — TTART OF RESTORATION __-- �� // 2 LOG STEP POOL -- --- ---. �� \V A\ \\ \V A\ \\ \V 1 �� E A V A A v \\\ \ \\ \\ \\ \\ \ \\ \\ \\ �n`L .. _ Wbkfp-9.3, Dmax=2.10• Wbkfp= 12.20' Abkt= 16.70 SgFt - Dmox 1.8' Abkf_ 1030 Sq Ft 12.0 TYPICAL POOL SECTION TYPICAL POOL SECTION Dmax-0.7' bkf 6. Dmax=0.80 bkf=7. Abkf-4.30 S Ft \\/, / ,/ / / I / ,%�/ \ \�_ ��•�//'�F \ \\ �/ 1Abkf=3.20 SgFt J1 q 4.13'2.0 PLAN VIEW TYPICAL RIFFLE SECTION TYPICAL RIFFLE SECTION D SCALE IN FEET D Abkf= BANKFULL AREA Abkf=BANKFULL AREA Wbkf= BANKFULL WIDTH Wbkf=BANKFULL WIDTH 0 20 40 Dmax=MAXIMUM BANKFULL DEPTH Dmox=MAXIMUM BANKROLL DEPTH N GROUP 2 GROUP 4 TYPICAL STREAM SECTIONS TYPICAL STREAM SECTIONS N.T.S. N.T.S. 560 O 560 N 4 N r n II N II II N N O -550 550- ry PVI STA=0+00.0 a ° a II II ELEV= 546.1 - _ '^ y N II a II II A N e a > ;5 II 7 PROPOSED BANKFULL GRADE M -3.64% -1.96% a w 5; V, O O PVI STA=3+53.0 -2.46% -2.41% -1.56% mU' 0 ELEV= 534.9 N p -3.88% 3 -3.76% PROPOSED THALWEG GRADE 540 -3.73% 40 3.28% -4.719, APPROXIMATE EXISTING GROUND SURFACE 8 ^ z �� a a e " ^� 2% z „ " „ - z RESTORATION ED w 530 30 w o IT / / AF 9 f1AF IA7 < + B szo - - c w w 20 Civil&Environmental Consultants,Inc. g rya N < 700 Cherrington Parkway-Moon Township,PA 15108 y '" G a a n " r u Ph:412.429.2324-800.365:2324-Fax:412.429.2114 www.cecinc.com e 510 - 0 RESTORATION SYSTEMS, LLC e "T VMC ROCKINGHAM QUARRY o+oo +oo z+oo 3+00 a+oo 4+40 PRM SITE - STREAM RESTORATIONSTREAM SAi CENTERLINE PROFILE SCALE H:1"=20'; V:1°=10' WADESBORO, ANSON COUNTY NORTH CAROLINA DRAWN BY. CCR/LKC CHECKED BY: CCR APPROVED By CMME REFERENCE (VERTICAL EXAGGERATION OF 2X) LEGEND 1.EXISTING TOPOGRAPHY PREPARED BY CIVIL&ENVIRONMENTAL CONSULTANTS, INC. ' OPJG�� ''OATE' FEBRUARY 2024 DWG SCALE: AS SHOWN PROJECT NO: 324-404 SCALE IN HORIZONTAL FEET SCALE IN VERTICAL FEET PROPOSED GRADE - 5987 A DRAWING NO.: A w (CEC)FROM GEOMORPHIC SURVEY AND TOPOGRAPHIC DATA GATHERED BY SMALL APPROXIMATE EXISTING GROUND SURFACE UNMANNED AERIAL SYSTEMS(sUAS)WITH /18/AND PHOTOGRAPHER SENSOR 0 20 40 0 10 20 �� PROPOSED COMPACTED FILL '�J�•�Q Pi�? STREAM GRADING PLAN AND PROFILE PAYLOADS S. DATE OF DATA COLLECTION:0REFERE 023. .QZ•4'OIMt`•P`rs' STREAM SA7 STA.0+00-4+40 GROUPS 2&4 7 [SEE TITLE SHEEP FOR COMPLETE DST OF REFERENCES.] PROPOSED EXCAVATION .,,CKC- ( ) R 8 7 6 1 5 4 1 3 1 2 1 *SIGNATURE ON FILE I I 8 7 6 5 4 3 2 SUBMITTAL&REVISION RECORD __ h,y/ aro,nos3 _ -- �` i i '•'1 NO lDA�E DESCRIPTION NG nevseonrvonesueNmeGOFaRremm�nrv� H ANSON COUNTY'FARMS / / (�� p� / / / / NOTE:THE PIANS HAVE BEEN CREATED FOR FULL COLOR I—. CONSIDERED. INFOR 14 NAY BE LOST IN COPYING AND/OR PI-TNG RAY(- IN G SCNE. AN1'DRAWING 1H4T IS NUT"' IN LL COLOR SHNL NOT BE CORED ADEQUATE FOR 6452007055013 / / / / /`7ry ry / / / / / N _ �� CONSIRUCTON PURPOSES NO LEGEND EXISTING PARCEL LINE 500 55A + .-=•-5\3a .[, . `..VN__``��..__ �___ ----_ \\_ --_-___-_ — �� i - EXISTING INDEX CO NT O UR INTERMEDIATE O NTOUR EXISTING STRUCTURE EXISTING PAVED RAD __._. EXISTING UNPAVED D ROAD------ __ ____ ------ EXISTING CULVERT TO BE REMOVED EXISTING FENCE 53 CULVERT G EXISTING DITCH G EXISTING STREAM CENTERLINE RACKFILLED EXISTING STREAM CHANNEL,TO BE STREAM FLOW DIRECTION _ - - EXISTING WETLAND(PFO)LO ST, -� EP 532 0 LIMITS OF DISTURBANCE(37.898 AC.) `____- // � /K � PROPOSED STREAM CHANNEL AND CENTERLINE \ / / / / / 965 PROPOSED INDEX CONTOUR �( ,� / / / / �'I:• EX/TING CULVERT \ \ \ n \ °j + / / / / / / .• \ 966 PROPOSED INTERMEDIATE CONTOUR (�P/ - .............................. PROPOSED LIMIT OF GRADING LOG STEP POOL 2 ��\�-- ......- ti\ �\ / // / Bx l </• &x - \�\ DETAIL NUMBER ....\�",. DETAIL DRAWING NUMBER h / \\ ter, _ 1O "••� / j 1° gx \ X PROPOSED CONSERVATION EASEMENT(FENCED) v ExisriNc ,/ l + F / �� -� - .� J ,/ / / n OT2 �l �� PROPOSED MARSH TREATMENT AREAS F \\ PROPOSED CULVERT PROPOSED BRIDGE G\ \ \ + .... _ - I \ \ v \ PROPOSED STREAM RESTORATION PROPOSED STREAM ENHANCEMENT(LEVEL 1) r \ PROPOSED STREAM SA7 �� -- ,,� \\\ \\ 1�1 PROPOSED STREAM ENHANCEMENT(LEVEL 2) . v .... / \ � \\\ \\ \1 PROPOSED WETLAND REHABILITATION.. . +\ v '� � �\ \ \\ [ � �� PROPOSED WETLAND ENHANCEMENT -�\ EXISTING STREAM SA1 t0.5 FEET ALONG E Sss_ ��\�� _ vv �� - --- ,..PROPOSED SREAMTFLO DPLAIN v v\ \\\\ \\\\ \\\ \ E `\ \ Dmax-2.10• Wbkfp=12.20' Abkf 16.70 kf SgFt 3.80' 20 TYPICAL POOL SECTION PLAN VIEW D 1ybM_7.2 Abkf=4.30 SgFt D SCALE IN FEET F 2�1 D 4.13' • 550 o zo ao 550 TYPICAL RIFFLE SECTION Abkf: BANKFULL AREA rv "? Wbkf BANKFULL WIDTH ry Drn—MAXIMUM BANKFULL DEPTH 5 a II GROUP 4 540 a PROPOSED BANKFULL GRADE +� ao TYPICAL STREAM SECTIONS II i° rn N.T.S. N PROPOSED THALWEG GRADE APPROXIMATE EXISTING GROUND > a c' O1 -2.37% SURFACE - '^> u m N 530 -2.35% PVI 5TA=6+77.0 >w II ° 3U -2.03% ELEV= 527.7 F II C G - -5.30% ri 8 z 520 L " „ m 20 z w s + n + m o m W I h n n " ! w 510 Z N " �`', `G u N u II A L L " N '" RESTORATION 1O Am G a FIAW _I_ e soo oo Civil&Environmental Consultants,Inc. B i 700 Cherrington Parkway-Moon Township,PA 15108 Ph:412.429.2324-800.365:2324-Fax:412.429.2114 www.cecinc.com e 490 so RESTORATION SYSTEMS, LLC a e m a a+ao s+oo s+oo 7+00 a+oo s+oo VMC ROCKINGHAM QUARRY STREAM SA1 CENTERLINE PROFILE PRM SITE - STREAM RESTORATION e SCALE H:1"=20'; V:1"=10' �N;cAgo'.,,' WADESBORO, ANSON COUNTY g o�p�F`S3'ON,�'ti NORTH CAROLINA g (VERTICAL EXAGGERATION OF 2X) LEGEND - ,q REFERENCE _ DRAWN BY. CCR/LKC CHECKED BY: CCR APPROVEDBY: CMM* SCALE IN HORIZONTAL FEET SCALE IN VERTICAL FEET PROPOSED GRADE DAre FEBRUARY 2024 DWG SCALE AS SHOWN PROJECT NO: 324-404 N 1.EXISTING TOPOGRAPHY PREPARED BY CIVIL&ENVIRONMENTAL CONSULTANTS, INC. ----- APPROXIMATE EXISTING GROUND SURFACE 5991 A (CEC)FROM GEOMORPHIC SURVEY AND TOPOGRAPHIC DATA GATHERED BY SMALL 0 20 40 0 10 20 ��, PROPOSED COMPACTED FILL �T DRAWING NO.: A UNMANNED AERIAL SYSTEMS(BUAS)WITH UDAR AND PHOTOGRAPHER SENSOR »0000>0 PROPOSED EXCAVATION t�J;•.QN tp•V? STREAM GRADING PLAN AND PROFILE PAYLOADS. DATE OF DATA COLLECTION:02/18/2023. '•,.QZ• GINt�•P't's' STREAM SA1 STA.4+40-9+00 GROUP 4 [SEE TITLE SHEET FOR COMPLETE UST OF REFERENCES.] '•,,CK�� ,,. R 8 7 6 1 5 4 1 3 2 1 *SIGNATURE ON FILE 8 7 6 5 4 3 2 TTAL&REVISION RECORD XT _ / / X / / //� NO DATE ssuco wnaeSUMITT DESCRIPTION x X/ DESIGN------ \\ `_ / / .. Pwrvs suammeQ TO CLIENT / X x. / / �__i .. mis,rzo� H �520- i �� i ��X�5_X—X._�—�� .. ovoznou RE VISED BED AND REBUBNmeD FOR PERNnnNQ 9/ / /// / X NOS:1HE PI.—IUYE BEEN CREATED MR FULL COLOR PLOTTING. INFORNATpN NAY BE LOST IN COPYING AND/OR PLOTRNG IN GRAY SCIlE. ANY DRAWING 11UT IS NOT PIOTIEO IN MI COLOR SHNL NOT BE CONSIDERED ADEQUATE FOR CONSIRUCTON PURPOSES NORTH - -- —� ANSON COUNTY FARMS -- _ ' — � _ __ _ - CAP AND FILL WELL HEAD TO DECOMMISSION - - -6452000506\\ - _- - 5// �' �� i� /; LEGEND / X i --- 7 EXISTING PARCEL LINE EXIST/NG WETLAND 3 \ �� - -� i _-� -- - � / / i / �-0 EXISTING INDEX CONTOUR / EX/ST/NG WELL `_ i -_- \� - _ — / �_57q� i 1 / /GRADE CONTROL LOG VANE& ' ---- ---- EXISTING INTERMEDIATE CONTOUR i D3 -LOG J-HOOK J'� EXISTING STRUCTURE EXISTING PAVED ROAD _ _ ROAD _ _ _-- _--- ------ -------- -572 x - x EXISTING FENCE ED �� 51 .• ..... �� -- __-577�� / � _ l EXISTING CULVERT 51 O i j -_- __----/__510-/ �� EXISTING DITCH G •\ - / --��^�, ,r�� Jf m ' __ _� - B `//, / % _._- ___-_. EXISTING STREAM CENTERLINE n T _o - \ \� M o h�, �� / ' +_ -50 --- / / EXISTING STREAM CHANNEL,TO BE i _ ,� �v BACKFILLED r. / �z� STREAM FLOW DIRECTION ��....-. _ ti __ _� �� '�� EXISTING WETLAND(RED) N.. i -- OMITS OF DISTURBANCE(37.898 AC.) �� I °+'. �'. m....•`� 7 X �• ,'• 510 �` Sp9 '•' ... s\ :.. � S06 � 1 a N' / \ _ - _' // PROPOSED STREAM CHANNEL AND CENTERLINE, 509 � O \ � /^ m Y PROPOSED INDEX CONTOUR \.9 - 5 4 573 `- r51• Og�t, ----\ \ �'✓ \ ^xy ry ^�� m/// /� 966 PROPOSED INTERMEDIATE CONTOUR x/ _.. ��\ \ �� - 505' - / .............................. PROPOSED LIMIT OF GRADING 2T TO BE REMOVEDA B .. - ` _ ��\\ \� -�� -- -�,� 4 nN/ \\ -�� : /Nx0 •:5 �� 516^"•! \ -- -`- �Sps ',L0 BE DETAIL DRAWING NUMBER c➢I'/� 3 •„517- �\ \ �\ 'l ""- ^x \\ 1- J X PROPOSED MCONSERVATION EASEMENT(FENCED) + \ XISPVG STREAM S< S /-- F I �\\: -- FILL EXISTING STREAM CHANNEL,GRADE IRREGULAR /�� sOs k SX / [♦�� PROPOSED MARSH TREATMENT AREAS F ,.,. TOPOGRAPHY 30.5 FEET ,., `o�� ..+ ..505� - s h� _ 503.. PROPOSED CULVERT PROPOSED STREAM SA i o / 1`` 2 PROPOSED BRIDGE I^�/^ 'LOG STEP POOL .E'^' \ D4 \\ ��\ \ \ '. °s- PROPOSED STREAM RESTORATION 1BX6 ?1 �"'' \ y� \\\ �� SOS ...,5 4•/ PROPOSED STREAM ENHANCEMENT L I i •✓""r NT(LEVEL 1) r \ i CO \ N �• :, � PROPOSED STREAM ENHANCEMENT(LEVEL 2)� / TING GU. O\ 11 \� �s /- PROPOSED WETLAND REHABILITATION \ \ \ �" h 506 PROPOSED WETLAND ENHANCEMENT \ ;" z .......... \ s_ '• .----•.." � PROPOSED S STREAM SA7 \ I E \ \ i -� AV \ _....i -- _ kf 1670 q _ Dr- 2.10' W •20' _ __ bkfp- 12 3.80' 2.0 �� a \ I `o .,. "' �=•X�"' _--_ _ �\�� TYPICAL POOL SECTION I I _ PLAN VIEW D 1ybM_7.2 Abkf=4.30 SgFt D SCALE IN FEET F2�1 D 4.13' • $ 0 20 40 TYPICAL RIFFLE SECTION Abkf: BANKFULL AREA N Wbkf BANKFULL WIDTH h Druz AXIMUM BANKFULL DEPTH 10 GROUP 4 530 0 530 TYPICAL STREAM SECTIONS n q N.T.S. rll m o o� " Nn + m �f PROPOSED BANKFULL GRADE + 520 N u u + 120 C r II II 1 PROPOSED THALWEG GRADE �� n� IS II -3.249, - w 510 -3.01% APPROX/MATE EXIST/NG GROUND 10 ^ � -2567, SURFACE - � n a Z 50o f1AF RIA w / oo W d 7 e 490 _ z a - - - w 90 Civil&Environmental Consultants,Inc. B 700 Cherrington Parkway-Moon Township,PA 15108 a Ph:412.429.2324-800.365:2324-Fax:412.429.2114 z - a a www.cecinc.com aao z " BG RESTORATION SYSTEMS, LLC a 9+00 10+00 11+00 � o e + 12+00 13+00 + + 13+60 VMC ROCKINGHAM QUARRY STREAM SA1 CENTERLINE PROFILE PRM SITE - STREAM RESTORATION SCALE H:1"-20'; V:1"--10' ti R g - o WADESBOROe ANSON COUNTY "ggQooS3'ON�'ti NORTH CAROLINA g (VERTICAL EXAGGERATION OF 2X) LEGEND - , REFERENCE _ DRAWN BY. CCR/LKC CHECKED BY: CCR APPROVED BY: CMM* SCALE IN HORIZONTAL FEET SCALE IN VERTICAL FEET PROPOSED GRADE CATIE FEBRUARY 20241 DI SCALE: AS SHOWN PROJECT NO: 324-404 N 1.EXISTING TOPOGRAPHY PREPARED BY CIVIL&ENVIRONMENTAL CONSULTANTS, INC. ----- APPROXIMATE EXISTING GROUND SURFACE 5991Qp Ir/�/2�/G A (CEC)FROM GEOMORPHIC SURVEY AND TOPOGRAPHIC DATA GATHERED BY SMALL 0 20 40 0 10 20 ��, PROPOSED COMPACTED FILL 9 �T DRAWING NO.: A UNMANNED AERIAL SYSTEMS(BUAS)WITH UDAR AND PHOTOGRAPHER SENSOR PROPOSED EXCAVATION "t9J;.QN tp•V' STREAM GRADING PLAN AND PROFILE PAYLOADSSHEET FOR COMPLETE UST OF REFERENCES.]. DATE OF DATA COLLECTION:02/18/2023. '•,.Q�• OINt�•P't's' STREAM SA1 STA.9+00-13+60 GROUP 4 [SEE TITLE y '•,,CAr ,,. CC 8 7 6 1 5 4 3 2 1 *SIGNATURE ON FILE 8 7 6 5 4 3 2 ��__/� - --_ �/ _ _--- =----------— ----- -/ ��- SUBMITTAL&REVISION RECORD - DESCRIPTION --_. ----- �� -ExisnNc cucuERr=_ _�== �--� ---' _ ANSON COUNT_Y_FARMS_---- ��5os� /% BroA�� H "_. o ssueG wRReRmRnrvG _ /--__- --- --�/ /-- /�' 645200705506 �� // svomo�. Reoseo // ---� / 1HE PUNS HAVE ENGCa-MR PPLDTIEO.N I COLD ISHALL NOT BE CONS OEREOINAO 14.fµ'OR/OR PIO TNG -- - y --- / �� N RAY SCALE. ANY ORA R X -X X X X X tb>B 06 CPP-#� X X X /X X --� �/ i �- CONSIRUCTON PURSES. NORTH �s.<o -- ----- - X --- ��---- �� / FENCE CONTINUES BRIDGE _ l ) GE f _ // - CROSSING(TYPICAL) EXISTING STREAM S46 ---'�� \ CONSERVATION EASEMENT _- --- - - ------ // _ _ L LINE -- ------ -/ EXISTING INDEEXISTING X CONTOUR _ LEGEND GRADE IRREGULAR TOPOGRAPHY i0.5 FEET ALONG. / \ / - --- EXISTING INTERMEDIATE CONTOUR t-- ---/ - 2 EXISTING STRUCTURE -PROPOSED STREAM FLOODPLAIN \ -- j - U BRIDGE CROSSING - _ EXISTING PAVED ROAD •' �'-- -- �^^ I / //2 �- / ----- -------- EXISTING UNPAVED ROAD �` PROPOSED STREAM SA6 \\ - - � '' I / x x , � -- \ -- -- x EXISTING FENCE 7 / - / _ ��•., \ \�--- // - --_ _ �►-•_� EXISTING CULVERT G ..•( _ „� / 1y\\\ CONSERVATION EASEMENT - �� .. ro ..... ,m / - / - �J► ----- --- -- —_— —_— / - EXISTING STREAM - � ��Y EXISTING STREAM CHANNEL,IN TO BE ,:•�.A k asa.oa __ //� X / BACKFILLED -. G _ _ _ _ �z STREAM FLOW DIRECTION / 9S� 500 ; ---- --- ----- - - - ----_- / `\ J� EXISTING WETLAND E(PFO) °F� - - 50 Ogg �., � ' i - OMITS OF DISTURBANCE(37.898 AC.) 0 Hv•3 Hq� ,H 2 8 o // — ---- -- _ Z � 0+�-�-��-�-�-'--'-I PROPOSED STREAM CHANNEL AND CENTERLINE -.- m - :_N I SO,��\ \p•..... L �. 9g ' -� % � -__. 985 PROPOSED INDEX CONTOUR -- - """"""""""""""" PROPOSED LIMIT OF GRADING UR .- 6 PROPOSED INTERMEDIATE D IL NUMBER VIA o - / 9 6 R CONTOUR DETAIL DRAWING NUMBER ti LOG STEP POOL \ - + _ ,1 X PROPOSED CONSERVATION EASEMENT FENCED F ��•^2 � I TFx " 502 --- \\ \\ �.,. m - - eO �� PROPOSED MARSH TREATMENT AREAS F �� _ -: •' PROPOSED STREAM SA7�� - - v - .... " l8 v - PROPOSED CULVERT 493 — PROPOSED BRIDGE m i �. PROPOSED STREAM RESTORATION REMOVED _ PROPOSED STREAM ENHANCEMENT(LEVEL 1) y� \ •"...........5 �,�� \;- EXISTING CULVERT 0 BE _ GRADE CONTROL LOG VANE&LOG J-HOOK \\ \J \\�' �� \ `\ \\ ,� \ PROPOSED WETLAND REHABILITATION \ x j \ \ ... .. ,.' PROPOSED WETLAND ENHANCEMENT A- \ \\ / a v � ��--� /��/ v—_ "v ,�v.tip•— � vv / do E /� \% �� / �� -- v Av ^V A Av E v \ \ / �--- ---- 1670 q / \ m� Ab S Ft 3.80' 2.0 TYPICAL POOL SECTION PLAN VIEW D 1ybM_7.2 Abkf=4.30 SgFt D SCALE IN FEET1 D 4.13' 0 20 40 TYPICAL RIFFLE SECTION rvAbkf: BANKFULL AREA ry Wbkf BANKFULL WIDTH k Dm.- AXIMUM BANKFULL DEPTH 520 1 520 GROUP 4 16 TYPICAL STREAM SECTIONS >" N.T.S. N II u'N PROPOSED BANKFULL GRADE u �>n +^ h 510 um � n1 10 PROPOSED THALWEG GRADE APPROX/MATE EXISTING GROUND SURFACE F II II rn e e G N> ti II II V PROPOSED BRIDGE CROSSING �> F II C v PVI STA- 15+04.2 >w a n ELEV- 5GO.5 S00 -2.189, �� 00 Z O 6 RESTORATION w w J u 0 480 "' _ d4901 a ' 80 f1AF1 / B a a Civil&Environmental Consultants Inc. H y 700 Cherringlon Parkway'Moon Township,PA 15108 ' �^ Ph:412.429.2324-800.365.2324-Fax:412.429.2114 a www.cecinc.com 470 70 RESTORATION SYSTEMS, LLC W a 13+60 14+00 15+00 16+00 17+00 16+00 16+20 VMC ROCKINGHAM QUARRY STREAM SA1 CENTERLINE PROFILE PRM SITE - STREAM RESTORATION u SCALE H:1"=20'; V:1"=10' �N CAgO',,,ry WADESBORO, ANSON COUNTY g o�p�F`S3'ON,�'ti NORTH CAROLINA g (VERTICAL EXAGGERATION OF 2X) LEGEND - ,q REFERENCE _ m.6Y. CCR/LKC CHECKED BY: CCR APPROVED BY: CMM* SCALE IN HORIZONTAL FEET SCALE IN VERTICAL FEET PROPOSED GRADE oATe FEBRUARY 2024 DWG SCALE AS SHOWN PROJEOT NO: 324-404 1.EXISTING TOPOGRAPHY PREPARED BY CIVIL&ENVIRONMENTAL CONSULTANTS, INC. ----- APPROXIMATE EXISTING GROUND SURFACE � 5�ipp/*/I.�1G N A (CEC)FROM GEOMORPHIC SURVEY AND TOPOGRAPHIC DATA GATHERED BY SMALL 0 20 40 0 10 20 ��, PROPOSED COMPACTED FILL 9Q �T DRAWING NO.: A UNMANNED AERIAL SYSTEMS(.UAS)WITH UDAR AND PHOTOGRAPHER SENSOR %<><>\}`�` PROPOSED EXCAVATION -t,Y);.♦N tp•V' STREAM GRADING PLAN AND PROFILE O PAriOADS. DATE OF DATA COLLECTION:02/18/2023. '•,.Q�• OIMt�•P't's' STREAM SA1 STA.13+60-18+20 GROUP 4 [SEE TITLE SHEET FOR COMPLETE UST OF REFERENCES.] '•,,CK�� ,. R 8 7 6 1 5 4 3 2 1 *SIGNATURE ON FILE 8 7 6 5 4 3 2 SUBMITTAL&REVISION RECORD NO DATE DESCRIPTION i g Eslo w Fry smnre suGTo CLIENT k -494 H i �� g� �— / /� // .. mrs:rzoea ssueo wnFenMnnrvG H - --' 4 / � .. sxrozrzsu REv s[O ArvO REsueMnrtOFGR FERMnnrvG f / X lam TMSCIlE ANY ORAWINGCIIUT�ISN T�PLDTIEO�N NLL COLOR SHNL NOT BE CONSIGERmINAGEOUA�E FµpR/OR PlOT11NG _____-.. A SON CO],R-LY saszoo�ossos"FARMS /qg 1_�'' / / / CONSIRUCTON PURPOSES NO // 'RTH � / / 4go-�� /, mac/ � k / XX LEGEND — L LINE -. ->0 EXISTING INDEX CONTOUR EXISTING INTERMEDIATE CONTOUR EXISTING STRUCTURE EXISTING PAVED ROAD ---486 // OCR ---- ------ EXISTING UNPAVED ROAD // I GRADE IRREGULAR TOPOGRAPHY 20.5 FEET ALONG - --' ---- EXISTING FENCE PROPOSED STREAM FLOODPLNN 1 ��' / -��—_q85--/ - EXISTING CULVERT G / // / / \� GRADE CONTROL LOG VANE&LOG J H001 / \\ --_--- �� EXISTING DITCH G — -- _ — 54--- — _._— _ �� '--- �\ M CHANNEL,TO BE ....- D3 � / EXISTING STREAM CENTER / ' / \ - / //^ EXISTING STREAM BACKFILLED CTION . ` �`� STREAM FLOW FWETLANDE P 0) m // ',�z �9 C" �- s _ ry x; // UNITS OF DISTURBANCE(37.898 AC.) EXISTING STREAM SA1 �� f•. - np ••,, 9a \. •l' �` xry 2 / / �O 2__ - - O+ Y PROPOSED STREAM CHANNEL AND CENTERLINE LOG STEP POOL/ :F� -\ �._.�_ o _- i �� - _ PROPOSED INTERMEDIATEOUCON UR PROPOSED LIMIT OF GRADING 486 s 'B 9 / .,q8 / � 926 DETAIL NUMBER C DETAIL DRAWING NUMBER . -q87� �/ ,\_ \� � 23k0A$ YN X PROPOSED CONSERVATION EASEMENT(FENCED) G� J V ___ .......... F '�. _,..�-""' •., >8 : w I �� PROPOSED MARSH TREATMENT AREAS F x PROPOSED CULVERT 9a r \ ....49p PROPOSED BRIDGE PROPOSED STREAM SA1 / L� \ \ \ •J _---- -_- �\ / L. PROPOSED STREAM RESTORATION P` / \\- x / PROPOSED STREAM ENHANCEMENT__- \ \ \ \ �� \\ / NT(LEVEL 1) PROPOSED STREAM ENHANCEMENT(LEVEL 2) PROPOSED WETLAND REHABILITATION PROPOSED WETLAND ENHANCEMENT / FX1,TPN6'wFTIAND 6 - � E PROPOSED STREAM \ \ bkfP= .20' SA2 \ \ Dr— W 12 Abkf- 16.70 SgFt f¢ \ \ \ \ \ 21 Q a \ SECTION �1 i'. _ A vv TYPICAL POOL v / A 1 PLAN VIEW Um��bkf-7.2_7.2 Abkf=4.30 SgFt D SCALE IN FEET 1 D 4.13' 0 20 40 TYPICAL RIFFLE SECTION rvAbkf: BANKFULL AREA ry Wbkf BANKFULL WIDTH k Dm.- AXIMUM BANKFULL DEPTH GROUP 4 TYPICAL STREAM SECTIONS N.T.S. +o +m +o N mm m m 500 500 II IS II II m PROPOSED BANKFULL GRADE N a +m PM STA= 18+52.7 u, C ELEV= 490.9 > a p C PROPOSED THALWEG GRADE m -3.38% APPROXIMATE EXISTING GROUND 490 -2.19% SURFACE 90 -2.03% _ -1.21% RESTORATION ------ - -2.06% C) 460 ° 80 O w - L u ° a n $ M m m w flAW �,�,� B 470 - m G W 70 A H H Civil&Environmental Consultants,Inc. a o 700 Cherrington Parkway-Moon Township,PA 15108 Ph:412.429.2324-800.365:2324-Fax:412.429.2114 i.5 �`, < `G G www.CBCinc.COTTI 460 121 id � � � - � 60 RESTORATION SYSTEMS, LLC W 9 18+20 + + + 19+00 + + 20+00 + + + + 21+00 + + + + 22+00 + 2+80 VMC ROCKINGHAM QUARRY STREAM SA1 CENTERLINE PROFILE PRM SITE - STREAM RESTORATION e SCALE H:1"=20'; V:1"=10' """'cAR''. WADESBORO, ANSON COUNTY g o�p NORTH CAROLINA g (VERTICAL EXAGGERATION OF 2X) LEGEND DO.. CCR/LKC CHECKED BY: CCR APPROVEDBY: CMM* REFERENCE SCALE IN HORIZONTAL FEET SCALE IN VERTICAL FEET PROPOSED GRADE DAre FEBRUARY 2024 DWG SCALE AS SHOWN PROJECT No: 324-404 1.EXISTING TOPOGRAPHY PREPARED BY CIVIL&ENVIRONMENTAL CONSULTANTS, INC. ----- APPROXIMATE EXISTING GROUND SURFACE ' 5991��/ ` N A (CEC)FROM GEOMORPHIC SURVEY AND TOPOGRAPHIC DATA GATHERED BY SMALL 0 20 40 0 10 20 ��, PROPOSED COMPACTED FILL DRAWING NO.: A UNMANNED AERIAL SYSTEMS(.UAS)WITH UDAR AND PHOTOGRAPHER SENSOR PROPOSED EXCAVATION "t9J;.♦N tp•V' STREAM GRADING PLAN AND PROFILE 1 1 PAYLOADS. DATE OF DATA COLLECTION:02/18/2023. '•,.Q�• °IMt�•P't's' STREAM SA1 STA.18+20-22+80 GROUP 4 [SEE TITLE SHEET FOR COMPLETE UST OF REFERENCES.] '•,,CK�� ,. R 8 7 6 1 5 4 1 3 2 1 *SIGNATURE ON FILE 8 7 6 5 4 3 2 SUBMITTAL&REVISION RECORD — DESCRIPTION 490' / / /�� j � l / —_ / / _,� / / ssro�nszs DESIGN � .489� / / � _---- .. Pwry susmmeD ToaErvT H /� 8 / / / /Erisri/✓G W"410 y .. mrs,ao� BBumMR'11 LNG H x ----h8 dfl5 gd / 4 —" .. szroznsu REVISED AND REsuB—D FOR PER—ING / d 0 DRAWI ANY / b / / _ / IN G 1HE PLWS HAVE BEEN CREATED MR FULL COLOR PLOTTING. INFORMATION NAY BE LOBE IN COPYING AND/OR PLOTTING / IN GRAY SCALE. NG TIUT IS NOT PLOTTED IN NLL COLOR—NOT BE CONSIDERED ADEQUATE MR /p�9. b�S/ CONSIRUCTON PURPOSES. NORTH- = �G , / k� i ANSON COUNTY FARMS I % _ r / 2 LOG i/ / 04 STEP 645200705506 POOL LEGEND EXISTING PARCEL LINE .h 500 U EXISTING INTERMEDIATE — _ CONTOUR — ��\ \---- 7 / / / I % �2x� O�j O EXISTING STRUCTURE 0. / X EXISTING PAVED ROAD EXISTING UNPAVED ROAD NCE �� 2s%9 ,yh .•'q�5 2�� EXISTING CULVERT G ,ryti x ---- / _. ...........ry .. --_- — - �..�... EXISTING DITCH s ----- �� _...— .._..._ EXISTING STREAM CENTERLINE D3 GRADE CONTROL LOG VANE& LOG J-HOOK �s G M CHANNEL,TO BE G� S3 V • x / ,•/ - ' EXISTING STREAM s,�s nn BACKFILLED V h .....°.' a .......... 473ti �Z- STREAM FLOW DIRECTION 476..... � I\ EXISTING WETLAND(PFO) PROPOSED SA1 / �� ` � / F/ 4j5 / \\ xti UMffS OF DISTURBANCE(37.898 AC.) '•.ri STREAM / 0+0 (+5) PROPOSED STREAM CHANNEL AND CENTERLINE \� STEP POO L ' V OL _ \ � ' . ,. " "•. GRADE IRREGULAR TOPOGRAPHY t0.5 FEET ALONG 865 PROPOSED INDEX CONTOUR i F rvti PROPOSED STREAM FLOODPLAIN �/ CR DE CONT PROPOSED INTERMEDIATE CONTOUR i LOG z,k0a0 �•I. 2,�x� // �' *� VANE&LOGROLHOOK 1 6 ' PROPOSED UMIT OF GRADING Q' / dg0 �o 03 926 DETAIL NUMBER DETAIL DRAWING NUMBER 0 a + v: ry X PROPOSED CONSERVATION EASEMENT(FENCED) F 25+93.8 ��+ \ i �G N'E714ND PROPOSED MARSH TREATMENT AREAS F PROPOSED CULVERT \ x2� m 4 ........, pv.y..... ....... ... ti� :S 477 \\ PROPOSED BRIDGE g 41 PROPOSED STREAM RESTORATION 479 x / / PROPOSED STREAM ENHANCEMENT(LEVEL 1) PROPOSED STREAM E NHANCEMENT LEVEL 2) /EXISTING STREAM SA1 PROPOSED WETLAND REHABILITATION I L,' �----_ � �� \ [ l'�. � � .....,, _ V x �'� PROPOSED WETLANDENHANCEMENT / -��441 \ �. I / ,PROPOSED STREAM SA2— -- 1 E _ E ) /' /' �� \ \ \ / v / A -- / .EXISTING STREAM 542 S� \ ��\ \ \ \ \\\ •..v \ �\ _ // � _ \\ Dmax-2.10' Abkf- 16.70 SgFt —__---/� i'� \\ �\\ \ \\ \\ \ \ �EX/STING WETLAND 7 �/ \\ 1 p - TYPICAL POOL SECTION P U 1ybM_7.2 LAN VIEW Abkf=4.30 SgFt D SCALE IN FEET �1 D 7 4" 0 20 40 TYPICAL RIFFLE SECTION N Abkf: BANKFULL AREA N Wbkf BANKFULL WIDTH Dm.—MAXIMUM BANKFULL DEPTH GROUP 4 500 500 TYPICAL STREAM SECTIONS N.T.S. +ti +ro u< PROPOSED BANKFULL GRADE N +m +,o ' m 490 o u` pv III }m +a 90 In� F° No FII °� n6 N u C PROPOSED THALWEG GRADE + >J �^ 5 II F II ¢ C APPROX/MATE EXISTING GROUND a w ut SURFACE ut �w 480 -1 80 -2949, T Z -0 -0.73% Z ------ - 470 o N 70 RESTORATION LJ " a - so IT FIAVI / asoe G Civil&Environmental Consultants,Inc. B i - j N ° 700 Cherrington Parkway-Moon Township,PA 15108 T a a G a G Ph:412.429.2324-800.365:2324-Fax:412.429.2114 www.cecinc.com W 450 50 RESTORATION SYSTEMS, LLC T T T VMC ROCKINGHAM QUARRY zz+so zs+oo za+oo zs+oo zs+oo z7+oo z7+ao STREAM SA1 CENTERLINE PROFILE PRM SITE - STREAM RESTORATION w SCALE H:1"=20'; V:1"=10' ,"""N caR•• WADESBORO, ANSON COUNTY g o p�F`63'°N��'ti: NORTH CAROLINA g (VERTICAL EXAGGERATION OF 2X) LEGEND - ,q REFERENCE _ DRAWN BY. CCR/LKC CHECKED BY: CCR APPROVED BY: CMM. SCALE IN HORIZONTAL FEET SCALE IN VERTICAL FEET PROPOSED GRADE EA FEBRUARY 2024 DWG SCALE: AS SHOWN PROJECT No: 324-404 1.EXISTING TOPOGRAPHY PREPARED BY CIVIL&ENVIRONMENTAL CONSULTANTS, INC. ----- APPROXIMATE EXISTING GROUND SURFACE 5�,( t N A (CEC)FROM GEOMORPHIC SURVEY AND TOPOGRAPHIC DATA GATHERED BY SMALL 0 20 40 0 10 20 //////////, PROPOSED COMPACTED FILL Q DRAWING NO.: A UNMANNED AERIAL SYSTEMS(BUAS)WITH UDAR AND PHOTOGRAPHER SENSOR PROPOSED EXCAVATION %;j:•�P STREAM GRADING PLAN AND PROFILE PAYLOADS. DATE OF DATA COLLECTION:02/18/2023. .QZ•A'°IMt`•P`t`s' STREAM SA1 STA.22+80-27+40 GROUP 4 12 [SEE TITLE SHEET FOR COMPLETE UST OF REFERENCES.] '•,,CK� ,. R 8 7 6 1 5 4 1 3 2 1 *SIGNATURE ON FILE 8 7 6 5 4 3 2 ' YSUBMITTAL&REVISION RECORD -- / NO G DATE ss DESCRIPTION oero+nozs G ory Rwrvs susmmE ToasrvT b� / / .--_� / .. s+rs+rzszA ssueG wRReRmrtnrvG .. ovoznou RE BEG roan REBGBmmEG FOR RERmI'l-TING /lam`' ^ iG� NOS.THE PI-HAVE BEEN CREATED MR NLL COLOR PLOTTING. INPORNATIOT E BE LIR IN COPYING MDR PLOTTING Y L // i" \ J �. - IN GRAY SCIlE. ANY DRAWING 11UT IS NOT PLOTTED IN NLL COLOR SHNL NOT BE CONSIDERED AOEOUATE fOR X CONSIRUCTON PURPoSES NORTH / °�� if --- ANsoNcouN-nFeaMs ��•��-•-�-_�---�� X v -� / 645200705506 LEGEND ^� /\ Ajs \ \ 1 \ \ >> — EXISTING PARCEL LINE 500 EXISTING INDEX CONTOUR MARS / 1EXISTING WETLAND 9 H 7 ---- ----- EXISTING INTERMEDIATE CONTOUR EXISTING STRUCTURE }' �/ \ / t \ \ \\ EXISTING PAVED ROAD EXISTING UNPAVED ROAD / I I / x x x EXISTING FENCE /: \ PROPOSED STREAM SA1 / / EXISTING CULVERT / \ EX ST G [� I / �� — — — EXISTING STREAM CENTERLINE 2 LOG STEP POOL I ,,-- EXISTING STREAM CHANNEL,TO BE NG DITCH G r D4 / - BACKFILLED i 0 TE —'—. OMITS OF DISTURBANCE898 ) d3, `ti \ \ '/' LOG S P POOL (37. AC. !/ STREAM FLOW DI RECTION 2 EXISTING WETLAND I / x sT ax 6' D4 �-�-�-�-... t 5. I PROPOSED STREAM CHANNEL AND CENTERLINE n f:z ti �� x.. s�4 :2: 'L9 .......... INDEX.. --, - - .•. O 965 PROPOSED INDEX CONTOUR � R�' /.�0 'S`krve QII�� 966 PROPOSED INTERMEDIATE CONTOUR -J 9 .............................. PROPOSED UMIT OF GRADING f, ........ 474 2 .L..• .......• �• -�� •. \� 473 _-_ __. 29+32.4 \\ .,g� \ ... .....gS\ D1 DETAIL DRAWING NUMBER ".......... l x F --,;-'"" .°�S � � ryo^ � •. ..... 69 h^ �� PROPOSED MMARSHRTR7EATMENT AREAS(F F PROPOSED CULVERT E ED Sys �\_ _ ob, EAM o - ® PROPOSED STIRRESTORATION_ i i �" / / \ -466 6 .: > ��-!' PROPOSED STREAM ENHANCEMENTEL v GRADE CONTROL LOG 1 \ \ �� / �` •-ti. T.. /� I` ` -- VANE& LOG J-HOOK D3 -� ''V' j i i�! =-.ti - iz�, PROPOSED STREAM E NHANCEMENT(LEVEL 2) PROPOSED WETLAND REHABILITATION PROPOSED WETLAND ENHANCEMENT EXISTING WEILA ND 8 snNc STREAM S< A GRADE IRREGULAR TOPOGRAPHY i:0.5 FEET ALONG PROPOSED STREAM FLOODPLAIN E —�� \m ��\ ��i� A� E ........... 1 Dm� Wbkfp 12.20' Abkf- 16.70 SgFt l � #-/ \ X X X--^�`C'—�=�E _ >�E 3.80, 2.0 ' \ � TYPICAL POOL SECTION PLAN VIEW Dso,_bkf-7.2 Abkf=4.30 SgFt D SCALE IN FEET1 D 4.13' • 0 20 40 TYPICAL RIFFLE SECTION N Abkf: BANKFULL AREA N Wbkf BANKFULL WIDTH Druz AXIMUM BANKFULL DEPTH 490 +m 490 GROUP 4 TYPICAL STREAM SECTIONS"+ q + N.T.S. N Ilp < e F d o II PROPOSED BANKFULL GRADE "'o 480 /-PROPOSED THALWEG GRADE ¢II ISO APPROXIMATE EXISTING GROUND SURFACE w e C -1.04% C 8 470 -1.2s% 70 s o 0 ------ - w RESTORATION 460 L L a o 60 w SYSTEMS LLC - w 6'i flAVIA A 6'i VIA ff aso a -y a g a N a N a 50AV a e a " Civil&Environmental Consultants,Inc. B i 700 Cherrington Parkway-Moon Township,PA 15108 Ph:412.429.2324-800.365.2324-Fax:412.429.2114 440 40 www.cecinc.com RESTORATION SYSTEMS, LLC a 27+40 28+00 29+00 a W 30+00 31+00 32+00 VMC ROCKINGHAM QUARRY STREAM SA1 CENTERLINE PROFILE SCALE H:1"=20'; V:1"=10' PRM SITE - STREAM RESTORATION — `,s;�N CAgO••,,, WADESBORO, ANSON COUNTY g o�p�F`S3'ON,�'ti NORTH CAROLINA g (VERTICAL EXAGGERATION OF 2X) LEGEND - ,q C REFERENCE _ DRAWN BY. CCR/LKC CHECKED BY: CCR APPROVEDBY: CMM* SCALE IN HORIZONTAL FEET SCALE IN VERTICAL FEET PROPOSED GRADE DAre FEBRUARY 2024 DWG SCALE AS SHOWN PROJECT NO: 324-404 1.EXISTING TOPOGRAPHY PREPARED BY CIVIL&ENVIRONMENTAL CONSULTANTS, INC. ----- APPROXIMATE EXISTING GROUND SURFACE 5991��/ ` N A (CEC)FROM GEOMORPHIC SURVEY AND TOPOGRAPHIC DATA GATHERED BY SMALL 0 20 40 0 10 20 '��, PROPOSED COMPACTED FILL 9 DRAWING NO.: A UNMANNED AERIAL SYSTEMS(.UAS)WITH UDAR AND PHOTOGRAPHER SENSOR PROPOSED EXCAVATION %9j;•aR p��? STREAM GRADING PLAN AND PROFILE PAYLOADS. DATE OF DATA COLLECTION:02/18/2023. .Q7•A'°INt`•P'rs' STREAM SA1 STA.27+40-32+00 GROUP 4 13 [SEE TITLE SHEET FOR COMPLETE UST OF REFERENCES.] ',,,CKL� ,,. R 8 7 6 1 5 4 3 2 1 *SIGNATURE ON FILE 8 7 6 5 4 3 2 i i SUBMITTAL&REVISION RECORD NO I DATE DESCRIPTION EG_ 3�`�`• i uero,avza j eN RaNR SDRNmED To CLIENT H _ / Z MARSH TREATMENT AREA - 0� MI- ssum MR 111—NG H �� D1 _ _ 1v 1 Re vse0AND RENEW eORaR RERNn WR ----- INQRAYNSCIlE. ANY DRA NGGl1UTIS RN TMPLDTIEO 1.NLL COLOR SHNL NOT EE CONSIMRmINADE0UATE FOR/OR PlOT11NG CON-ON PURMEES. NORTH ��--- �"�` LEGEND G� —a6 ---- -- EXISTING PARCEL LINE �X I � D1 r III ANSON COUNTY FARMS �� oho EXISTING INDEX CONTOUR 64520 2 // 0705506 % EXISTING WETLAND 20 � - EXISTING INTERMEDIATE CONTOUR / -- i— MARSH TREATMENT AREA / �' O EXISTING STRUCTURE \ / Tom_ EXISTING PAVED ROAD ............. EXISTING UNPAVED ROAD /------ EXISTING FENCE / PROPOSED STREAM SAi % ��/^ ��-�_�� /1\ k/ EXISTING CULVERT G / EXISTING DITCH G — — — EXISTING STREAM CENTERLINE EXISTING STREAM CHANNEL,TO BE GRADE IRREGULAR TOPOGRAPHY 30.5 FEET ALONG / ' �� /� \\\—_ BACKFILLED PROPOSED STREAM FLOODPLAIN -464 'Z- STREAM FLOW DIRECTION EXISTING WETLAND(PRO) -— OMITS OF DISTURBANCE 37.898 AC. i / / _ �F. o LOG STEP POOL \ / / Ij —4 N6T� \ '� n 0+0 (+5) PROPOSED STREAM CHANNEL AND CENTERLINE mot," D4 e i x /� � , � / 'o ""' ,gyp 985 PROPOSED INDEX CONTOUR / x 463 I 966 PROPOSED INTERMEDIATE CONTOUR . PROPOSED LIMIT OF GRADING ....,. - DETAIL DRAWING NUMBER •. J3, �5x806 DETAIL NUMBER s • x `�' '�' x� ° m` PROPOSED CONSERVATION EASEMENT(FENCED) 2 2 F \ _ 5 _ — TREATMENT AREAS ............. 466 h^ S C6 r •� '•"' E PROPOSED BRIDGE 'x � o\ .,Nw I1\ .\ \ O• 0 POOL, PROPOSED CULVERTTREA 4s �� F LOG STEP 463, m w.l ....:. ... \, __ a6 �/ \y6x D%---' PROPOSED STREAM RESTORATION �". ` - `_ \ PROPOSED STREAM ENHANCEMENT L-'466 - ti ...— L LOG VANE& � L ) O M�h i �•......:j / ^\ / \ ,�5x _.qy � // w NT(LEVEL 1) / 1 GRADE CONTRO ( � W PROPOSED STREAM ENHANCEMENT D3 LOG J-HOOK �� \ - •„�� - �� PROPOSED WETLANDEREHABIUTATIONL "6e � / 2 J / PROPOSED WETLAND ENHANCEMENT \\ 'a EXISTING STREAM SA Rs s E G ......... E Wbkfp 12.20' \\ �T� Dmaz-2.10' - i x \\� �+ Abkf- 16.70 S � � �-472—_—_=_—� �\ ter— � \ 9Ft VO2.0 ,---_—__ _ �_ �, TYPICAL POOL SECTION V � Po PLAN VIEW D so,lybkf-7.2 Abkf=4.30 SgFt D SCALE IN FEET1 D 4.13' • 490 0 20 40 490 TYPICAL RIFFLE SECTION N Abkf: BANKFULL AREA N Wbkf BANKFULL WIDTH Dm MAXIMUM BANKFULL DEPTH +n +n GROUP 4 aso ;, M^ Bo TYPICAL STREAM SECTIONS u III y° a II F u PROPOSED BANKFULL GRADE II „, +I +,� ^ N.T.S. w > ' M FII PROPOSED THALWEG GRADE a w `^ a II o II 470 APPROX/MATE EX/ST/NG GROUND SURFACE a J N 70 C z0 460 60 z0 450 L L 50 a r _ t a a FIAMFIAMI e 440 - a 40 Civil&Environmental Consultants,Inc. B i 700 Cherrington Parkway-Moon Township,PA 15108 Ph:412.429.2324-800.365:2324-Fax:412.429.2114 www.cecinc.com e 430 430 RESTORATION SYSTEMS, LLC a e VMC ROCKINGHAM QUARRY 32+00 33+00 34+00 STREAM SA1 CENTERLINE PROFILE 35+00 36+00 ss+so PRM SITE - STREAM RESTORATION SCALE H❑"=20'; vn"=10' �.N cAR' WADESBORO, ANSON COUNTY g ,oPp�F`S3'ON0ti: NORTH CAROLINA g (VERTICAL EXAGGERATION OF 2X) LEGEND - ,q REFERENCE _ DRAWN BY. CCR/LKC CHECKED BY: CCR APPROVED BY: CMTM• SCALE IN HORIZONTAL FEET SCALE IN VERTICAL FEET PROPOSED GRADE DATe FEBRUARY 2024 DWG SCALE AS SHOWN PROJEOT No: 324-404 A 1.EXISTING TOPOGRAPHY PREPARED BY CIVIL&ENVIRONMENTAL CONSULTANTS, INC. ----- APPROXIMATE EXISTING GROUND SURFACE _ ' §Q91�*/4L DRAWING NO.: A w (CEC)FROM GEOMORPHIC SURVEY AND TOPOGRAPHIC DATA GATHERED BY SMALL 0 20 40 0 10 20 PROPOSED COMPACTED FILL Q UNMANNED AERIAL SYSTEMS(.UAS)WITH UDAR AND PHOTOGRAPHER SENSOR PROPOSED EXCAVATION %;j:•�P , k? STREAM GRADING PLAN AND PROFILE PAYLOADS. DATE OF DATA COLLECTION:02/18/2023. .QZ•4'GIMt`•P`t`s' STREAM SA1 STA.32+00-36+60 GROUP 4 14 [SEE TITLE SHEET FOR COMPLETE UST OF REFERENCES.] '•,,CK�� ,,. R 8 7 6 1 5 4 1 3 2 1 *SIGNATURE ON FILE 8 7 6 5 4 3 2 1 1 SUBMITTAL&REVISION RECORD NO DATEn DESCRIPTION oero:ozs peso FwN suemmEO TO / N s H • b o„ ssu�wN G HANS NCOTYFRMS ov1 REVISED AND REEUm FOR FeRNnnNQ NDIF•THE PLWS HAVE BEEN CREATED FOR FULL COLOR PLOTTING. INFOR 14 IMY BE LOST IN COPYING AND/OR PLOTTING ICONSIRUC�TO PURPoSES. NG TIUT IS NOT PLOTTED IN NLL COLOR SHALL NOT BE CONSIDERED ADEQUATE FOR NORTH EXISTING WETLAND 20 LEGEND //I / -- EXISTING PARCEL LINE 500 EXISTING INDEX CONTOUR // EXISTING INTERMEDIATE CONTOUR EXISTING STRUCTURE EXISTING PAVED ROAD ` ---- ------ EXISTING UNPAVED ROAD ' \ / PROPOSED STREAM SA1 LOG STEF POOL EXISTING CULVERT G K / / p4 �-�- EXISTING DITCH G V / — EXISTING STREAM CENTERLINE / / EXISTING STREAM CHANNEL,TO BE / 2 LOG STEP POOL I j `� ` `\ _---�� / / c` BACKFILLED OD4 // \___/ \.�� —- --� % \\ �` & �Z- STREAM FLOW DIRECTION x9 C �i \ / A �� EXISTING WETLAND(PFO) 1 GRADE CONTROL LOG VANE& J vim\ / \ D3 LOG J-HOOK �� `. i \/ \ y0x 4 LIMITS OF DISTURBANCE(37.898 AC.) I��I PROPOSED STREAM CHANNEL AND CENTERLINE a fi. I � � a sa".,� 2 - 9 \ X� I` �x,�m o ,---�ase_� e� 00 .." •' 965 PROPOSED INDEX CONTOUR .. yG � / 966 PROPOSED INTERMEDIATE CONTOUR - � �^ "" �459�'-""-J`L • 456 4 - 6g PROPOSED LIMIT OF GRADING d 4 7 DETAIL DRAWING NUMBER / 2 456 BER 6 X PROPIOSEDMCONSERVATION EASEMENT(FENCED) F �.. --00k 460 - __ _so __ a 460 -- U 456 \ PROPOSED MARSH TREATMENT AREAS F x 1 ,y6x ••.. 462•.... �' ... •.,., --,... � 458 - �""•. . S e �v PROPOSED CULVERT ko - / �` PROPOSED BRIDGE V covJ x i a x� _ c `�\ e \ ® PROPOSED STREAM RESTORATION d � 5 /V / SO PROPOSED STREAM ENHANCEMENT(LEVEL 1) PROPOSED�kEPM' _ PROPOSED STREAM ENHANCEMENT(LEVEL 2) GRADE IRREGULAR TOPOGRAPHY f0.5 FEET ALONG \ J / PROPOSED STREAM FLOODPLAIN \ \:• PROPOSED WETLAND REHABILITATION PROPOSED WETLAND ENHANCEMENT SUM E v �( Lx15TING� / E ........... ...... Wbkfp=12.20' Dm� Abkf 16.70 SgFt 3.80' 2.0 F� TYPICAL POOL SECTION PLAN VIEW Dso,_bkf-7.2 Abkf=4.30 SgFt D SCALE IN FEET 1 D 4.13' 0 20 40 TYPICAL RIFFLE SECTION N Abkf: BANKFULL AREA N Wbkf BANKFULL WIDTH Drn—MAXIMUM BANKFULL DEPTH GROUP 4 480 480 TYPICAL STREAM SECTIONS +Oj +o N.T.S. II C II< +n 470 II PROPOSED BANKFULL GRADE iI a +0 70 u C PROPOSED THALWEG GRADE V'Ti n C APPROXIMATE EXISTING GROUND SURFACE "' 5; % -q 447 � 460 60 � RESTORATION 450 50 w FIWIAVIA, "0 440Id G 11 n u R m S 3 W 40 e a _ a Civil&Environmental Consultants,Inc. H 700 Cherring[On Parkway-Moon Township,PA 15108 - y t5 a< Ph:412.429.2324-800.365.2324-Fax:412.429.2114 a g www.cecinc.com 430 30 RESTORATION SYSTEMS, LLC W 36+60 37+00 38+00 39+00 40+00 41+00 41+20 VMC ROCKINGHAM QUARRY STREAM SA1 CENTERLINE PROFILE PRM SITE - STREAM RESTORATION u SCALE H:1"=20'; V:1"=10' - `,s;�N,CAgO••,,, WADESBORO, ANSON COUNTY g o�p�F`S3'ON,�'ti NORTH CAROLINA g (VERTICAL EXAGGERATION OF 2X) LEGEND - q ! DRAWN BY. CCR/LKC CHECKED BY: CCR APPROVEDBY: CMM* REFERENCE - SCALE IN HORIZONTAL FEET SCALE IN VERTICAL FEET PROPOSED GRADE oATe FEBRUARY 2024 DWG SCALE AS SHOWN PROJECT No: 324-404 A 1.EXISTING TOPOGRAPHY PREPARED BY CIVIL&ENVIRONMENTAL CONSULTANTS, INC. ----- APPROXIMATE EXISTING GROUND SURFACE _ ' 5Q91 DRAWING NO.: A w (CEC)FROM GEOMORPHIC SURVEY AND TOPOGRAPHIC DATA GATHERED BY SMALL 0 20 40 0 10 20 PROPOSED COMPACTED FILL Q UNMANNED AERIAL SYSTEMS(BUAS)WITH UDAR AND PHOTOGRAPHER SENSOR PROPOSED EXCAVATION %;j:•�P p��? STREAM GRADING PLAN AND PROFILE PAYLOADS. DATE OF DATA COLLECTION:02/18/2023. .QZ.A'°IMtt•P`t`s' STREAM SA1 STA.36+60-41+20(GROUP 4) 15 [SEE TITLE SHEET FOR COMPLETE UST OF REFERENCES.] ',,,CKL� ,,. R 8 7 6 1 5 4 3 2 1 *SIGNATURE ON FILE 8 7 6 5 4 3 2 SUBMITTAL&REVISION RECORD / r \ NO DATE DESCRIPTION G /4� i j osro�rzoxa sueo wnaen To CLIENT NG H � y .Nm..EaR RERNnnrvO yam:1HE PI.WS H,,YE BEEN Ca-MR NLL COLOR PLOTTING. INFORN,,TpN IMY 9E LOST IN COPYING MD/OR PlOT11NG l' \\ IN GRAY SCNE. ANY DRAWING 1 IS NOT PLOTIEO IN NLL COLOR SHALL NOT BE CONSIDERED ADEQUATE MR - X CO�'--�X• I NSIR-ON PURPOSES. NORTH k - -- �X \ ----/ -- --------------- ! LEGEND --- �O, ANSON COUNTY FARMS \ -- EXISTING PARCEL LINE \ 500-- EXISTING INDEX CONTOUR 6,452(1tr7055G6 I x \\ / ---------- EXISTING INTERMEDIATE CONTOUR EXISTING STRUCTURE / \ - \ -------- --- G PAVED ROAD EXISTING UNPAVED ROAD — xxx— EXISTING FENCE �� \ 1 \ EXISTING CULVERT LOG DROP STRUCTUURE \ --- EXISTING DITCH G // I / PROPOSED STREAM SA1 D2 G O 1 GRADE CONTROL LOG VANE& �� / \ p5h \\ -''- -''-'- EXISTING STREAM CENTERLINE ^� 9 II LOG J-HOOK TORATI M CHANNEL,TO BE x`Lh I OG STEP POOL ---- \\ STREAM\\ — .... / \\ �'�Y EXISTING 5TREA ... 456 O O D4 / ) D3 L 'k• ., ss �� TION / A55/ _ LIMITS OF DISTURBANC ( 898 C�il o „� LOW a -� E ISTING FWETLANDECP E)37 AC. O J a X n n 0to. PROPOSED STREAM CHANNEL AND CENTERLINE 62 o Q•p N / m M p � � ..c w ' p�•O' '`�., - k 45 o........ a 453 452 4a4 '-�-- - 65 CONTOUR PROPOSED INDEX 9 PROPOSED INTERMEDIATE CONTOUR 5 � ��................ PROPOSED LIMIT OF GRAD ING 456 DETAIL NUMBER ------ D1 DETAIL DRAWING NUMBER -45a a5a w/ -- �o- ��".~'•4-..-,.�, / v ,.. �" I Ir -/�/ PROPOSED CONSERVATION EASEMENT(FENCED) F ,x 455+..�y..................... TREATMENT AREAS > ..� - - - PROPOSED MARSH F PROPOSED CULVERT PROPOSED BRIDGE n PROPOSED STREAM RESTORATION 1 /� EX/STING STREAM SA1 /'_' --_----- \\\ \\\ PROPOSED STREAM ENHANCEMENT(LEVEL 1) /� \\ PROPOSED STREAM ENHANCEMENT(LEVEL 2) PROPOSED STRE4M SA3 / PROPOSED STREAM SAID \ GRADE IRREGULAR TOPOGRAPHY+0.5 FEET ALONG q55 --' - \ �� j PROPOSED STREAM FLOODPLAIN //' � PROPOSED WETLAND REHABILITATION PROPOSED WETLAND ENHANCEMENT \ ��44 451 ............ / / / -463 \ i "6 _ -� _ - = Abkf=24.00 q a i / � �i / _./�i �/ b�P Dmax 2.5'�qb 5 Ft / - 6467 � � -�- // % Abkf=16.70 SgFt / .`• ' // / �.q68 / �� i i/ kf� / / .20 i Dm 470 � �/ 3.80' 4.8' / TYPICAL POOL SECTION TYPICAL POOL SECTION G / x \ / Dmax-0.80 Wbkf=8.6' PLAN VIEW Abkf=4.30 SgFt Dmax=0.9' D SCALE IN FEET � 2�1 � 1Abkf=6.10 sgFt D ^' 4.13' 5.0' h h 0 20 40 TYPICAL RIFFLE SECTION TYPICAL RIFFLE SECTION Abkf- BANKFULL AREA Abkf=BANKFULL AREA Wbkf= BANKFULL WIDTH Wbkf=BANKFULL WIDTH DrO.-MAXIMUM BANKFULL DEPTH Dmax=MAXIMUM BANKFULL DEPTH GROUP 4 GROUP 5 470 ++o + m 470 TYPICAL STREAM SECTIONS TYPICAL STREAM SECTIONS +N +ro ^ ro N.T.S. N.T.S. II' APPROXIMATE EX/S77NG GROUND SURFACE v N " n O1 +m '^ PROPOSED BANKFULL GRADE 00 N> F u a II F II a u 's 460 PROPOSED THALWEG GRADE a w a a �+ '_� n 60 a0 » C -0.89% -0.71% -1.14% -3.19% PVI 5TA=44+44.7 -2.74% ELEV= 451.0 450 50 z m zRESTORATION ----- o w a e N o w m � 440 w _ w w w w 40 w FIAVIA,7 3 e 430 z z - 30 Civil&Environmental Consultants,Inc. H i 700 Cherrington Parkway-Moon Township,PA 15108 Ph:412.429.2324-800.365.2324-Fax:412.429.2114 www.cecinc.com 420T 20 RESTORATION SYSTEMS, LLC + m VMC ROCKINGHAM QUARRY a1+zo a m az+oo STREAM SA1 CENTERLINE PROFILE a m as+oo as+as PRM SITE - STREAM RESTORATION u SCALE H:1"=20'; V:1"=10' `,+;�N,CAgO••,,, WADESBORO, ANSON COUNTY go� �F`S3'ON,�'ti g (VERTICAL EXAGGERATION OF 2X) LEGEND - ,q p NORTH CAROLINA REFERENCE _ DRAWN 6v. CCR/LKC CHECKED Bv: CCR APPRovED7 CMM* SCALE IN HORIZONTAL FEET SCALE IN VERTICAL FEET PROPOSED GRADE DATe FEBRUARY 2024 DWG SCALE: AS SHOWN PROJECT No: 324-404 1.EXISTING TOPOGRAPHY PREPARED BY CIVIL&ENVIRONMENTAL CONSULTANTS, INC. ----- APPROXIMATE EXISTING GROUND SURFACE 5991��/ ` N A (CEC)FROM GEOMORPHIC SURVEY AND TOPOGRAPHIC DATA GATHERED BY SMALL 0 20 40 0 10 20 ��, PROPOSED COMPACTED FILL Q DRAWING UNMANNED AERIAL SYSTEMS(BUAS)WITH UDAR AND PHOTOGRAPHER SENSOR PROPOSED EXCAVATION %;j:•�P p��? STREAM GRADING PLAN AND PROFILE PAYLOADS S. DATEOF DATA COLLECTION:0REFERE 023. .QZ GINS STREAM;TREAM SA1 STA.41+20-44+46 GROUPS4&5 16 [SEE TITLE SHEET FOR COMPLETE UST OF REFERENCES.] ,,,CK�� ,. ( R 8 7 6 1 5 4 1 3 2 1 *SIGNATURE ON FILE 8 7 6 5 4 3 2 1 1 SUBMITTAL&REVISION RECORD / / NO I DATE DESCRIPTION H --_____. j 'p'I 1 ____-- -rzozA H i .. ovoznou REVISED Arvo REsuBNmEG FOR RERNnnrvG am 1HE PI-NAYS BEEN CREATED FOR FULL COLOR PLOTTING. INFORNATpN MAY BE LOST IN COPYING AND/OR PLOTTING IN GRAY SCALE. ANY DRAWING TIUT IS NOT PLDTIEO IN NLL COLOR SIW.L NOT BE CONSIDERED AOEGUATE FOR PROPOSED STREAM SAB DONSTRU—N PURPOSES. NORTH — --- - / / 1 LEGEND / PROPOSED STREAM SA2 / i� / : / _ -- EXISTING PARCEL LINE / _--_- [ENHANCEMENT LEVEL I] -/ ,5 J00 EXISTING INDEX CONTOUR / START OF LEVEL ENHANCEMENT �i \ \�5 _ o -'-,,� 06-,------ / (0+12.1) �� --- -- •.•A //� - E CONTOUR i �/ � O EXISTING STRUCTURET / --- 2 hog EXISTING PAVED ROAD LOG STEP POOL i / D4 i� / �� '.\\ ____ ___ _____ --- _ 1 _________________ EXISTING UNPAVED ROAD __ /� --505— - EXISTING FENCE _-- --- ______ - �� F — EXISTING CULVERT G \ \ G DITCH 2 STREAM 542 EXISTING THALWEG CENTERLINE > J _ _ G MARSH TREATMENT AREA EXISTING STREAM CENTERLINE \ D1 // \\Y M CHANNEL,TO BE i� J f -----_50----- � �- BACKFILLED 'Z-_ STREAM FLOW DIRECTION EXISTING WETLAND PF _ - � —�.� UMff$OF DISTURBANCE 37.898 AC. ............... oto t5 PROPOSED STREAM CHANNEL AND CENTERLINE a \ of \\ \\ // .. 'k•S'•., o+ / / '+ "r' 5Q3 O 502 9 6 PROPOSED INTERMEDIATE CONTOUR 0 ..o.\\•,..... �"503... �,o 'O �... �..� .............................. PROPOSED OMIT OF GRADING .... DETAIL DRAWING NUMBER ) 3 7+ SO4 \ \ 1,,, X PROPOSED MCONSERVATION EASEMENT(FENCED) ..,• 502 F \ \ \ / � 60 / T °' INTENT AREAS ". v v ... J PROPOSED MARSH TREATMENT F PROPOSED PROPOSED BRIDGE // .••/ m ® PROPOSED STREAM RESTORATION \ \ \ 507_ �-o_=--�; A' / / / � / \ \/ / / / \\v � / /!h / PROPOSED STREAM ENHANCEMENT(LEVEL 1) 5507 PROPOSED STREAM ENHANCEMENT(LEVEL 2) m \ PROPOSED WETLAND REHABILITATION II PROPOSED WETLAND ENHANCEMENT E �\ \ \ \ �\ \-�� - E ANSO C80Ni1'FARMS — \ s9 \\\ \\ 645 705506 —————— ------ ---- O Wbkfp=9.Y �Abkf= 10.00 SgFt E—x-isnN C WETLAND 5 _. � � TYPICAL POOL SECTION O �. `.� DmG kf-6. Abkf=3.10 SgFt D PLAN VIEW I.1 SCALE IN FEET TYPICAL RIFFLE SECTION ry 0 10 20 Abkf=BANKFULL AREA Wbkf=BANKFULL WIDTH g + Dlnax=MAXIMUM BANKFULL DEPTH GROUPI +m .I 515 rON o0 om m 515 TYPICAL STREAM SECTIONS �o o y PVI STA=0+00.0 a, o N II a +,p N.T.S. ELEV= 509.5 a w - > F II PROPOSED BANKFULL GRADE h °� N a ° PROPOSED THALWEG GRADE 510 _ o o NN NN 510 C -2.677 �u °N u o C -2.27% II II -3.64% AP PROXIMATE EXISTING I > a II F II -2.605- GRi UND SURFACE 505 -4.12% +505 -2.35% ORESTORATION -- Soo W w Soo w Ga _ d 6 "g w / / z w� z a a 1AF RIA e ass z - 495 Civil&Environmental Consultants,Inc. B i 2 C n 700 Cherrington Parkway-Moon Township,PA 15108 Ph:412.429.2324-800.365:2324-Fax:412.429.2114 www.cecinc.com 8 490 490 RESTORATION SYSTEMS, LLC w a r e o+oo o+so 1+00 1+50 z+oo z+ao VMC ROCKINGHAM QUARRY STREAM SA2 LEVEL I&II ENHANCEMENT PROFILE PRM SITE - STREAM RESTORATION SCALE H:1"=10'; V:1"=5' s�N,CAgO•. WADESBORO, ANSON COUNTY 8 (VERTICAL EXAGGERATION OF 2X) LEGEND .'po `Z NORTH CAROLINA _ 4 �� DRAWN BV. CCR/LKC 1 CHECKED BY: CCR APPROVED BY: CMM• REFERENCE SCALE IN HORIZONTAL FEET SCALE IN VERTICAL FEET PROPOSED GRADE ' j�onTe FEBRUARY 20241 DWG SCALE: AS SHOWN PROJECT NO: 324-404 A 5991 DRAWING NO A 1.EXISTING TOPOGRAPHY PREPARED BY CIVIL&ENVIRONMENTAL CONSULTANTS,INC. ----- APPROXIMATE EXISTING GROUND SURFACE - .: PROPOSED COMPACTED FILL (CEC)FROM GEOMORPHIC SURVEY AND TOPOGRAPHIC DATA GATHERED BY SMALL 0 10 20 0 5 10 ��, 99 FILE UNMANNED AERIAL SYSTEMS(BUAS)WITH UDAR AND PHOTOGRAPHER SENSOR iC>C)\}`0000OO PROPOSED EXCAVATION STREAM$AP LEVEL STREAM GRADING ENHANCEMENT(GROUP 1) PAYLOADS. DATE OF DATA COLLECTION:02/18/2023. KL „ I�„ 17 M [SEE TITLE SHEET FOR COMPLETE UST OF REFERENCES.] rnv R 8 7 6 1 5 4 1 3 2 7 1 *SIGNATURE ON FILE 8 7 6 5 4 3 2 SUBMITTAL&REVISION RECORD ------ r NO DATE DESCRIPTION -' ssro�nszs DsslDry Pwrvs susmmEO To cuErvT o�rs1— ISSUED FOR PERMaaNG H 1-1 REVISED AND REsusMmeD FOR PERMnnrva IN G 1HE PIANS HAVE BEEN CREATED MR FULL COLOR PLOTTING. INFORMATION MAY BE LOBE IN COPYING MD/OR PLOTTING 4i' i"- i IN GRAY SCAIE. ANY DRAWING THAT IS NOT PLOTTED IN NLL COLOR BIU11 NOT BE CONBIOEREO AOEOUATE FOR "-- \/ �� '/ �' /// CONSIRUCTON PURPOSES. NORTH / END OF LEVEL ENHANCEMENT ' / , \ PROPOSED STREA (3+21.8)M SA2 _-- [ENHANCEMENT LEVEL I], �i' START OF LEVEL II ENHANCEMENT �� LEGEND (3+21.8) i \ - — EXISTING PARCEL LINE i �"� �STREAM S42 EXlS71NG JNAG{YEG CEN7ERUNE .10 EXISTING INDEX CONTOUR EXISTING STRUCTURE EXISTING PAVED ROAD _________________ EXISTING UNPAVED ROAD i i _--- EXISTING FENCE T G � �/� —.__ EXISTING STREAM CENTERUNE G 03 ........ .ti �...•" J / \\�o� �^ EXISTING LLED STREAM CHANNEL,TO BE BACKFI.....................+ ,sr^5�� ....�, 5o13+OD -/ /\ _ STREAM FLOW DIRECTION XISTING WETLAND 5.. EMITS OF DISTURBANCE)(37.898 AC.) /7 / �." '� - - \"o0 0+ PROPOSED STREAM CHANNEL AND CENTERLINE 502 '••� / \� \ / —.. 965 PROPOSED INDEX CONTOUR 966 PROPOSED INTERMEDIATE CONTOUR . ....................... PROPOSED OMIT OF GRADING DETAIL NUMBER D1 DETAIL DRAWING NUMBER T1 LOG STEP POOL \ % � - / / X PROPOSED CONSERVATION EASEMENT(FENCED) F ^ D4 / 50 PROPOSED MARSH TREATMENT AREAS F PROPOSED CULVERT PROPOSED BRIDGE \- PROPOSED STREAM RESTORATION PROPOSED STREAM ENHANCEMENT(LEVEL 1) - \\ PROPOSED STREAM ENHANCEMENT(LEVEL 2) � / ... w\ � - � - PROPOSED WETLAND REHABILITATION 'Cf===Z> PROPOSED WETLAND ENHANCEMENT \Yy / Y�, _ E --- -- 1 \ � EXISTINC WETLAND 5 -------_ J/ �, /, / E Lu kfp 92 Dm Abkf= 10.00 S,F1 ANSON COUNTY FARMS \ 6452007055a6 z.a• � TYPICAL POOL SECTION bkf-310 SqFt Dmaz 0.6 hD �\ ---- TYPICAL RIFFLE SECTION Abkf-BANKFULL AREA PLAN VIEW Wbkf=BANKFULL WIDTH SCALE IN FEET Dma—MAXIMUM BANKFULL DEPTH GROUP 1 0 10 20 TYPICAL STREAM SECTIONS 510 510 N.T.S. a Nry w w N II 2 Z C 505 a 505 0 PROPOSED BANKFULL GRADE !Jl� ,—PVI PROPOSED THALWEG GRADE STA=3+22.0-1.49% ELEV= 500.8 APPROXIMATE EXISTING GROUND SURFACE u 500 500 _ RESTORATION OLD 49s div 49s G eA- A Civil&Environmental Consultants,Inc. B i 490 H y 490 700 Cherringlon Parkway-Moon Township,PA 15108 Ph:412.429.2324-800.365:2324-Fax:412.429.2114 www.cecinc.com RESTORATION SYSTEMS, LLC 485 465 VMC ROCKINGHAM QUARRY 2+40 2+50 1 1 1 3+00 1 13+50 4+00 1 1 1 14+50 PRM SITE - STREAM RESTORATION STREAM SA2 LEVEL I&II ENHANCEMENT PROFILE s�N,CAgO••,, WADESBORO, ANSON COUNTY SCALE H:1"=10';8 V:1"=5' P,o,essfoN!� .(VERTICAL EXAGGERATION OF 2X) LEGEND ?� "'p �•`� NORTH CAROLINA _ 4 DRAWN BV. CCR/LKC CHECKED BY: CCR APPROVED BY: cm!! - REFERENCE SCALE N HORIZONTAL FEET SCALE IN VERTICAL FEET PROPOSED GRADE �A./ E pATE FEBRUARY 2024 DWG SCALE' AS SHOWN PROJECT NO: 324-404 A 1.EXISTING TOPOGRAPHY PREPARED BY CIVIL&ENVIRONMENTAL CONSULTANTS,INC. ----- APPROXIMATE EXISTING GROUND SURFACE _ 5981 1iK 0 10 20 0 5 10 ��, PROPOSED COMPACTED FILL DRAWING NO.: A (CEC)FROM GEOMORPHIC SURVEY AND TOPOGRAPHIC DATA GATHERED BY SMALL ��$` -' STREAM GRADING PLAN AND PROFILE j^( UNMANNED AERIAL SYSTEMS(SUAS)WITH UDAR AND PHOTOGRAPHER SENSOR )C}�xOOOO0000 PROPOSED EXCAVATION ��`�NOI_Mt`P.',t j•' STREAM SA2 LEVELS I&II ENHANCEMENT V PAYLOADS. DATE OF DATA COLLECTION:02/18/2023. ,(,' [SEE TITLE SHEET FOR COMPLETE UST OF REFERENCES.] ,','p/,K� P`v, (GROUP 1) R 8 7 6 5 4 3 2 1 1 *SIGNATURE ON FILE 8 7 6 5 4 3 2 SUBMITTAL&REVISION RECORD ` ! NO BE MET IN COPYING DATE DESCRIPTION \ \ sero�— D H / `\ \ —1— ssv seO AND REsueNmEDO FOR RERNnnrvG H STRFA SA2 ANSON COUNTY FARMS �� \ IS-1 RE [ENHANCEMENT LEVEL 2] 64S2OO7OSSO6 NM IN G 1HE-HAVE BEEN CREATED FOR FULL CO LOR PLOTTING. NFOR-N I IMY AND/OR PLOTTING \/////,,ll RAY SCNE. ANY DRAWING IS N THAT OT PLDTIEO IN FULL COLOR SIW.L NOT BE CONSIDERED ADEQUATE FOR NORTH ` \ WETLAND 5 MW03J\ CONSIRUCTON PURPOSES. STREAM S42 EX/SANG 7HAGWEG CENTER[/NE1'\\ �\ LEGEND — EXISTING PARCEL UNE teat/ - I X50o EXISTING INDEX CONTOUR / EXISTING INTERMEDIATE CONTOUR \ / , O EXISTING STRUCTURE EXISTING UNPAVED------ -- — ROAD AD EXISTING FENCE _ — x EXISTING CULVERT O \.. -� � - EXISTING DITCH G so / -.I — — - --- EXISTING STREAM CENTERLINE V EXISTING STREAM CHANNEL,TO BE ` - BACKFILLED STREAM FLOW DIRECTION EXISTING WETLAND(PFO) OMITS OF DISTURBANCE(37.898 AC.) O� PROPOSED STREAM CHANNEL AND CENTERLINE 985 PROPOSED INDEX CONTOUR \/ 966 PROPOSED INTERMEDIATE CONTOUR................... . PROPOSED UMIT OF GRADING - h / DETAIL NUMBER — \ DETAIL DRAWING NUMBER X PROPOSED CONSERVATION EASEMENT(FENCED) F CO ��> PROPOSED MARSH TREATMENT AREAS F EXISTING WETLAND 5 I, PROPOSED CULVERT ® PROPOSED BRIDGE Z / PROPOSED STREAM RESTORATION Z \\ PROPOSED STREAM ENHANCEMENT(LEVEL 1) PROPOSED STREAM ENHANCEMENT(LEVEL 2) PROPOSED WETLAND REHABILITATION / \ \ PROPOSED WETAND ENHANCEMENT E \ E c \ Lij J \ Q A o � \ V 1 o � 5 PLAN VIEW SCALE IN FEET 0 10 20 C C 500 500 -- RESTORATION APPROX/MATE EX/ST/NG GROUND SURFACE 495� O �— O a �.d flAW RIA7 -- e W aso 490 W Civil&Environmental Consultants,Inc. B 700 Cherringlon Parkway-Moon Township,PA 15108 Ph:412.429.2324-800.365:2324-Fax:412.429.2114 www.cecinc.com e 485 1 1 1 485 RESTORATION SYSTEMS, LLC m VMC ROCKINGHAM QUARRY 4+80 m s+oo s+so 6+00 e STREAM SA2 LEVEL I&II ENHANCEMENT PROFILE s+so +o0 7+so e m P PRM SITE - STREAM RESTORATION SCALE H:1"=10'; Vn"=s' ^N;cAR' WADESBORO, ANSON COUNTY g oPp�F`S3'ON��'ti-•, NORTH CAROLINA (VERTICAL EXAGGERATION OF 2X) LEGEND _ '4 �j� DRAWN BY. CCR/LKC 1 CHECKED BY: CCR APPRoVID BY: CMM* REFERENCE SCALE IN HORIZONTAL FEET SCALE IN VERTICAL FEET PROPOSED GRADE ' ^�7 / j�D— FEBRUARY 20241 DWG SCALE: ASSHOWN PROJECT NO: 324404 1.EXISTING TOPOGRAPHY PREPARED BY CIVIL&ENVIRONMENTAL CONSULTANTS,INC. APPROXIMATE EXISTING GROUND SURFACE _ 5j991 s A - DRAWING NO.: A (CEC)FROM GEOMORPHIC SURVEY AND TOPOGRAPHIC DATA GATHERED BY SMALL 0 10 20 0 5 10 PROPOSED COMPACTED FILL 99 UNMANNED AERIAL SYSTEMS(sUAs)WITH UDAR AND PHOTOGRAPHER SENSOR PROPOSED EXCAVATION :9j..♦A, tq. STREAM GRADING PLAN AND PROFILE 1 9 GIN a PAYLOADS. DATE OF DATA COLLECTION:02/18/2023. �C P.• STREAM SA2 LEVEL II ENHANCEMENT [SEE TITLE SHEEP FOR COMPLETE UST OF REFERENCES.] "'� �• �" R 8 7 6 1 5 4 1 3 21 1 *SIGNATURE ON FILE 8 7 6 5 4 3 2 i SUBMITTAL&REVISION RECORD i vv v +so NO DATE DESCRIPTION / j oeroTnoxaSUM H V 011SI xA SSUEDwn'11-nreGToaeNT NG H 1v 1 REVSED AND REBUBNmEG FOR PEwrnTNG i490 � I \\\ \\\\ LIBEL THE PLANS HAVE BEEN CREATED MR FULL COLOR PLOTTING. INFORNATXIN IMY BE LOST IN COPYING AND/OR PLOTTING \ \ IN GRAY SCALE. ANY DRAWING TIUT IS NOT PLOTTED IN BULL COLOR-NOT BE CONSIDEREDADEQUATE FO R EXISTING WETLAND 5 i ANSON COUNTY FARMS V / I°. A A V�A : CONSTIR-ON PURPOSES. NORTH �/ ,-= j 645200705506 END OF LEVEL II ENHANCEMENT (8+26.7) J� I II PROPOSED STREAM SA1 _ LEGEND I _-- --- --- EXISTING PARCEL LINE i START OF RESTORATION j I A�RESR� 500 EXISTING INDEX CONTOUR I EXISTING INTERMEDIATE CONTOUR / D OF EXISTING STRUCTURE I (0+07.0) // J I (1+77.1) ---X----% %-- EXISTING PAVED ROAD Il I I / / - EXISTING UNPAVED ROAD I / 0•L� EXISTING FENCE 2 LOG STEP POOL �i / / / \ EXISTING CULVERT G � v / D4 �� PROPOSED STREAM 9A2 EXISTING DITCH G EXISTING'..... r, I - I / / -_.-. ..-._- CHANNEL,TO BE � / J N � / / i�.... \ / M ••• � .............. i° ��Y BACKFILLED �M CENTER . i ' 9 % j ••' i = 'Z- STREAM FLOW DIRECTION CENTERLINE 't I ---- ____ 4g''••, x" i �� / N'•• �y 0 F=�� EXISTING WETLAND(PFO) i e ..,• �� / a � !\ 483 LIMffS OF DISTURBANCE(37.898 AC.) 0+0 +5 y / _ PROPOSED STREAM CHANNEL AND CENTERLINE � / n o0 x o _ ��•••�' 9 •'�• ^^ '•" Y PROPOSED INDEX CONTOUR N 966 PROPOSED INTERMEDIATE CONTOUR PROPOSED LIMIT OF GRADING �'•� DETAIL NUMBER Ile / \ D1 DETAIL DRAWING NUMBER 486 /✓ X PROPOSED F 4 1 -- ------ - i PROPOSED MARSH RTRTEATMENT AREAS(FENCED) F NOTE:ALIGNMENTS OVERLAP \ 1 // PROPOSED BRIDGE \ PROPOSED CULVERT RESTORATION ZPROPOSED STREAM ENHANCEMENT(LEVEL 1) r EX/ST/NG STREAM SAS _ PROPOSED STREAM ENHANCEMENT(LEVEL 2) --- \�\ _ _ ---__- �\ ______----- / .:�\\ PROPOSED WETLAND REHABILITATION -- \ _ ---'- '-��\ \ \ �-aB6-____-_ :•/ / PROPOSED WETLAND ENHANCEMENT GRADE IRREGULAR TOPOGRAPHY 30.5 FEET ALONG -- \ _ PROPOSED STREAM FLOODPLAIN E _ - PLAN VIEW E SCALE IN FEET 0 10 20 495 495 WbkfP=9.60' o Dmax=1.9' Abkf= 11.00 SgFt w n4 1 APPROX/MATE EXISTING GROUND SURFACE w ..,aso aso TYPICAL POOL SECTION kf-6.' O ¢ —� DrI Abkf=3.40 SgFt D V 7 w 485 i�r 485 w 3.7' • PROPOSED STREAM SA2 TYPICAL RIFFLE SECTION NOTE:ALIGNMENTS OVERLAP Abkf-BANKFULL AREA (SEE BELOW,STREAM SA2 CENTERLINE PROFILE) Wbkf=BANKFULL WIDTH D.-MAXIMUM BANKFULL DEPTH 480 480 GROUP 3 7+30 7+50 8+00 8+44 TYPICAL STREAM SECTIONS N STREAM SA2 LEVEL I&II ENHANCEMENT PROFILE N.T.S. g SCALE H:1"=10'; V:1"=5' dW i5o C 490 w a 490 C PROPOSED BANKFULL GRADE PVI STA-0+96.0 PVI STA=0+35.3 I I e PVI STA=0+00.0 w ELEV- 484.7 STREAM-1 ELEV- 487 2 rc ELEV= 486.5 PROPOSED THALWEG GRADE -2.00% APPROX/MATE EXISTING GROUND SURFACE PVI STA- 1+17.8 PVI STA= 1+33.9 pyl STq 1}46.9 -2.947 ELEV- 464.1 ELEV= 483.5 ELEV- 482.5 485 tPROPOSED 5 2. NOTE:NOTE:ALIGNMENTS OVERLAP -3.82%_ PVI STA= 1+62.2 . •. • -7.599, ELEV 7 EL 1.= 48 -5.099, rin -3.56% z0 480 / 480 o d mE w m PVI STA= 1+79.4 o n $ ELEV= 481.1 e o a 0 _ Civil&Environmental Consultants,Inc. H i 475 a N o u O 475 700 Cherring[On Parkway-Moon Township,PA 15108 a L o - C - Ph:412.429.2324-800.365:2324-Fax:412.429.2114 a a a N N ? T www.cecinc.com a - G RESTORATION SYSTEMS, LLC 470 a 47o VMC ROCKINGHAM QUARRY PRM SITE o+oo o+so 1+00 1+50 1+79 STREAM RESTORATION STREAM SA2 CENTERLINE PROFILE WADESBORO, ANSON COUNTY NORTH CAROLINA 8 SCALE H:1"=10'; V:1"=s' VERTICAL EXAGGERATION OF 2X LEGEND _ RAF By CCR/LKC CR OVEDBY: C CHECKED BY: C APPaMM* 8 REFERENCE 'I gE oATe FEBRUARY 2024 DWG SCALE: AS SHOWN PROJECT No: 324-404 A 1.EXISTING TOPOGRAPHY PREPARED BY CIVIL&ENVIRONMENTAL CONSULTANTS,INC. SCALE IN HORIZONTAL FEET SCALE IN VERTICAL FEET PROPOSED GRADE _ S9B7 DRAWING No.: A (CEC)FROM GEOMORPHIC SURVEY AND TOPOGRAPHIC DATA GATHERED BY SMALL APPROXIMATE EXISTING GROUND SURFACE 99 UNMANNED AERIAL SYSTEMS(SUAS)WITH UDAR AND PHOTOGRAPHER SENSOR 0 10 20 0 5 10 \��\\��\\ PROPOSED COMPACTED FILL ��`�NGIMt`p''r = STREAM GRADING PLAN AND PROFILE AO ti PAYLOADS. DATE OF DATA COLLECTION:02/18/2023. )�i�_____________ L PROPOSED EXCAVATION %��C�•- P': STREAM SA2(GROUP 3) [SEE TITLESHEET FOR COMPLETE LIST OF REFERENCES.] ---- PROPOSED GRADE AT TIE-IN "� �• �, R 8 7 6 5 4 3 2 1 1 *SIGNATURE ON FILE 8 7 6 5 4 3 2 ---- -_--__- _------ � _ - -- -- NO DATE DESCRIPTION _ ----__- /� Ii .. H -1— ssum PGR PERmRTNG H 1v 1 1 REVISED ADD RESUB—D FOR PER—NG 7r-40 _ �� - I�TMSCNE. ANY ORAWINGCI IS Nm�PlDT1E011N TILL COLOR 51"11 NOT BE CONSIOERD)INAOE0—FORDID—AND/OR PlOT11NG �� — /_____// CONSIRUCTON PURPOSES 1 NORTH----�--�� , :-/- / --- --AWSCIN COUNTY FARMS // -----_ 645200705506 LEGEND ---- PROPOSED STREAM SA3 _ -' •— �— _ i� PARCEL 500 EXISTING INDEX CONTOUR --- \\ J// �i� J ---_- - --------------- --- -- -- ----- EXISTING INTERMEDIATE CONTOUR EXISTING STRUCTURE O.S FEET ALONG EXISTING PAVED ROAD GRADE IRREGULAR TOPOGRAPHY 3 I ---===- ____ PROPOSED STREAM FLOODPWN //i 1 x x x EXISTING FENCED ROAD G 1 \\ ---- / STREAM ........................ EXISTING EX STIN S CHANNEL,TO BE EXISTING CULVERT EXISTING STREAM CENTER j \ / \ / 2 LOG STEP POOL---� /'� i 8S ��-- %� �Z� STREAM FLOW DIRECTION CENTERLINE D4 EXISTING WETLAND(PFO) 98 .............. e h PROPOSED STREAM CHANNEL AND ACENTERUNE x EXISTING STREAM 543 - - _ _ --_-_- .• - 2 965 PROPOSED INDEX CONTOUR 966 PROPOSED CO N TO UR ••• •• PROPOSED OF GRADING ....... D DETAIL DRAWING NUMBER F --, X PROPOSED CONSERVATION EASEMENT(FENCED) c- i -� �- � �n i PROPOSED MARSH TREATMENT AREAS F PROPOSED BRIDGE /' \\\ \ // // '��"��• PROPOSED STREAM RESTORATION GRADE CONTROL- i START OF RESTORATION -- - I\ PROPOSED STREAM ENHANCEMENT(LEVEL 1) 41 1) \\ 1 OL LOG VANE& LOG J-HOOK PROPOSED STREAM ENHANCEMENT(LEVEL 2) \ V D3 i PROPOSED WETLAND ENHANCEMENT PROPOSED WETLAND REHABILITATION — \......... \............ \/ I W IW \ I C/) E 1 ------_ \ \\ - j E bkp=14.6' Dmax 2.5'� Pbk=24.00 SgFt vV A v I Q zo - TYPICAL POOL SECTION PLAN VIEW SCALE IN FEET 0 10 20 Dmax-Os' bk-116' D � Abkf=6.10 SgFt D 1 5.0' TYPICAL RIFFLE SECTION Abk( BANK LL AREA ry bkf=BANKFULL WIDTH Dmox=MAXIMUM BANKFULL DEPTH GROUP 5 TYPICAL STREAM SECTIONS N.T.S. 48,? 480 hC -n _ PROPOSED BANKFULL GRADE u v a N II N u N II a n FI II APPROXIMATE EXISTING GROUND SURFACE w 47� 475 3 aw aw h \ PROPOSED THALWEG GRADE -0.207, -0.47% -o. 0.66% RESTORATION h z0 470 ` -- -- 470 p w o LD 0 465 m L N 465 - - - B 8 Civil&Environmental Consultants,Inc. i D 700 Cherrington Parkway-Moon Township,PA 15108 Ph:412.429.2324-800.365:2324-Fax:412.429.2114 _ www.cecinc.com 460 G o o 4so RESTORATION SYSTEMS, LLC 0+00 0+50 - 1+00 1+50 oo 2+40 VMC ROCKINGHAM QUARRY STREAM A3 CENTERLINE PROFILE PRM SITE - STREAM RESTORATION e SCALE Hn^=10'; V:1"=5' """"qq'•. WADESBORO, ANSON COUNTY NORTH CAROLINA (VERTICAL EXAGGERATION OF 2X) LEGEND _ 4 �j� DRAWN BY. CCR/Ll CHECKED By. Cl APPROVED BY: CNIl REFERENCE SCALE IN HORIZONTAL FEET SCALE IN VERTICAL FEET PROPOSED GRADE ' ^�� onre FEBRUARY 2024 DwG SCALE: AS SHOWN PROJECT NO: 324-404 A 1.EXISTING TOPOGRAPHY PREPARED BY CIVIL&ENVIRONMENTAL CONSULTANTS, INC. ----- APPROXIMATE EXISTING GROUND SURFACE _ 5991 M 0 10 20 0 5 10 ��, PROPOSED COMPACTED FILL i a DRAWING NO.: A (CEC)FROM GEOMORPHIC SURVEY AND TOPOGRAPHIC DATA GATHERED BY SMALL PAND PROFILE YLOADS. DATE ONED AERIAL SYSTEMS COL ECTION:02/8/2023.PHOTOGRAPHER SENSOR PROPOSED GRADEPROP SED TIE-IN TION •��Q�CN°T_rl 4 d � STREAM SA3 STSTREAM D A.0+00-2ING PLAN A+40(GROUP S) ------------- KL, tl.. [S21 EE TITLE SHEET FOR COMPLETE UST OF REFERENCES.] R 8 7 6 1 5 4 1 3 2 1 *SIGNATURE ON FIE 8 7 6 5 4 3 2 1 1 SUBMITTAL&REVISION RECORD NO DATE DESCRIPTION H —J EGIB PaN BGBNmEGTo��ENT i / o BBGm�RRERMRRNG io �o. AEWBEG N.;CSUB—D FOR PERMnnNG \ / " GRAY PANS HAVE BEEN IN GR CREATED MR RILL COLOR P-M. NMI-N IMY BE LOST IN COPYING MD/OR PLOTTING I � IN AY SCNE. ANY DRAWING THAT IS NOT PLOTTED IN NLL COLOR SHALL NOT BE CONSIDERED AOEOUATE MR \ CONSIRUCTON PURMSM. NORTH �— � �\ ANSON COUNTY FARMS �� EXISTING WETLAND 10 / \ 645200705506 �� V � �� D LEGEN _ EXISTING PARCEL LINE 500 EXISTING INDEX CONTOUR \ \ EXISTING STREAM SA3 \� — EXISTING INTERMEDIATE CONTOUR EX STING S URE EXISTING PAVEDTROAD UNPAVED ROAD \\ 2 LOG STEP POOL \ �\ \j x x x EXISTING FENCE G •••may•............ ....\\ D4 /•,' �^ j EXISTING CULVERT / � EXISnNG DITCH TREIM CENTERLINE / \ / v im•- BACKFIG STREAM CHANNEL TO BE s� LIMITS OF DISTURBANCE( .898 ) _ ,...........n STREAM FLOW DIRECTION F�. EXISTING WETLAND(PFO) / — - - ��•" o+ 3 o n 50 \ PROPOSED STREAM CHANNEL AND CENTERLINE Lam % �0 0 _ A m 965 PROPOSED INDEX CONTOUR a Y•., m _ - / CONTOUR x M � .. � � :.•• LIMIT OF GRADING i ., 966 ti UMBER ...... m / 2 AI RAWIN NUMBER PROPOSED INTERMEDIATE DETAIL N PROPOSED R t i ,:' • ., X PROPOSED CONSERVATION EASEMENT(FENCED) F �v I .-��Ss /.... �/ -. O -- �� PROPOSED MARSH TREATMENT AREAS F 1 % r N , I ........................ ® PROPOSED BRIDGE .... L 1 D3 GRADE CONTROL LOG VANE& LOG J-HOOK I ------� \\ / �Cr "` PROPOSED STREAM RESTORATION PROPOSED STREAM SA3 GRADE IRREGULAR TOPOGRAPHY 30.5 FEET ALONG _N_``� ' 1 PROPOSED STREAM FLOODPLAIN V PROPOSED STREAM ENHANCEMENT(LEVEL 1) r\ ,.•' I �1 /� AP PROPOSED STREAM ENHANCEMENT(LEVEL 2) _ L1� I / I C`h ---____j ••'•••.., v PROPOSED WETLAND REHABILITATION PROPOSED WETLAND ENHANCEMENT ............... O 1 1 E I /� v E CONSERV, Wbkfp=14.6' Dmax Abkf=24.00 SgFt ---- /' ---- — 1 TYPICAL POOL SECTION PLAN VIEW SCALE IN FEET 0 10 20 Dmax-0.9' Wbkf-8.6' O Abkf=6.10 Sq- 0 1 5.0' TYPICAL RIFFLE SECTION h ry Abkf=BANKLL AREA FU Wbkf= L WIDTH Dmax=M.AX'.UM IMUM BANKROLL DEPTH GROUP 5 a TYPICAL STREAM SECTIONS Y T m N.T.S. u� 475 F Ii 475 rn� V C PROPOSED BANKFULL GRADE C y PROPOSED THALWEG GRADE APPROXIMATE EXISTING GROUND SURFACE 470 — 470 —1.24% RESTORATION 465 465 flAVIA A VIA AV " 460 8 460 7 e J W Civil&Environmental Consultants,Inc. H 700 Cherringlon Parkway-Moon Township,PA 15108 _ Ph:412.429.2324-800.365.2324-Fax:412.429.2114 455 ass www.000inC.COm $ $ RESTORATION SYSTEMS, LLC 2+40 2+50 3+00 3+50 4+00 4+50 4+80 VMC ROCKINGHAM QUARRY STREAM SA3 CENTERLINE PROFILE SCALE H:1"=10•; V:1'•=5' PRM SITE - STREAM RESTORATION W WADESBORO, ANSON COUNTY g o p�F`63'°N��'ti: NORTH CAROLINA (VERTICAL EXAGGERATION OF 2X) LEGEND _ '4 �j� DRAWN BY CCR/LKC 1 CHECKED BY: CCR APPROVED B`: CMM* REFERENCE SCALE IN HORIZONTAL FEET SCALE IN VERTICAL FEET PROPOSED GRADE ' ^�� 'onre FEBRUARY 2024 DWG SCALE' AS SHOWN PROJECT NO: 324-404 A .EXISTING TOPOGRAPHY PREPARED BY CIVIL&ENVIRONMENTAL CONSULTANTS, INC. ----- APPROXIMATE EXISTING GROUND SURFACE _ 5991 1 M 0 10 20 0 5 10 ��, PROPOSED COMPACTED FILL i a DRAWING NO.: A (CEC)FROM GEOMORPHIC SURVEY AND TOPOGRAPHIC DATA GATHERED BY SMALL PAYSLOADS. DATE OF DATNED AERIAL AS(�UAS)WITH UDAR AND COLLECTION:02/118/2023.PHOTOGRAPHER SENSOR PROPOSED GRADEPROP SED TION TIE-IN • GINS STREAM� STREAM S 3 STDAN2+40A 4+AND PROFILE 80 (GROUP 5) 22 ------------- K... tl.. [SEE TIRE SHEET FOR COMPLETE UST OF REFERENCES.] R 8 7 6 1 5 4 1 3 1 2 1 *SIGNATURE ON FILE 8 7 6 5 4 3 2 1 1 i SUBMITTAL&REVISION RECORD / X NOI DATE DESCRIPTION ..xEN "N.ECLIENT H X / _ \ �\ FOR PERMrTNG NmF.111E PIANS HAVE BEEN RCREATEO FOR FULL COLOR PLOTTING. INFORNATpN IMY BE LO51 IN COPYING MD/OR PLOTTING %( H /z IN GW ON NG TIUT IS NOT PLDTIEO IN NLL COLOR—NOT BE CONSIOEREO—0—FOR NORTH 2 D2 -CXISTING WrTLANO /0 BRIDGE CROSSING ' X + -- EXISTING PARCEL LINE SO COUN TY NTY FARMS ��•. D 500 EXISTING INDEX CONTOUR LEGEND -V X / �\��•.,� 645200705506 X /'• ;si�y ---- EXISTING INTERMEDIATE CONTOUR E:M EXISTING STRUCTURE EXISTING PAVED ROAD I O` GRADE CONTROL LOG VANE&LOG J HOOK 1\ i / --- --------- EXISTING UNPAVED ROAD D3 /i k o, j x x x EXISTING FENCE .': np \ EXISTING CULVERT i / G r*/ f................... - v EXISTING ST • ,, � '.�/, EXISTING DITCH i J ...� �� i• / /%/ `/A �� '' ---_- BACKFI FLOW DIRECTION CHANNEL.TO BE • '/Y' '" EX STING CENTER STREA � LINE �� / LIMITS OF DISTURBANCE 98 C) /. v /I ` STREAM S43 X / / n i PROPOSED E)(37.8 .y v _ EXISTING WETLANDECPF / r, I a' A / '/ II •' I -- A _ �� 0+ PROPOSED STREAM(CHANNEL ANDACENTERUNE h( PRO OPOSED PR POSED INTERMED CONTOURATENDEX U ••••••••••• ••••••••••• PROPOSED LIMIT OF(GRADING 65 DETAIL NUMBER 9 6 k / ado- .. V0 i X m I D1 DETAIL DRAWING NUMBER X PROPOSED CONSERVATION EASEMENT(FENCED) F ......� .......... __- � "' I / �--./1 � a N ... �� PROPOSED MARSH TREATMENT AREAS F >` y PROPOSED CULVERT 00 / ��-/' \•' .. 6+0 IO'' ® PROPOSED BRIDGE i \ PROPOSED STREAM RESTORATION / ..................•"• \ PROPOSED STREAM ENHANCEMENT EL 2 / \\ PROPOSED STREAM ENHANCEMENT(LEVEL 2) LOG STEP POOL D4 PROPOSED WETLAND REHABILITATION / \\ \ \� \ PROPOSED WETLAND ENHANCEMENT E CONSERVATION EASEMENT / �- \ \\ ��••.., �\ E x V GRADE IRREGULAR TOPOGRAPHY 30.5 FEET ALONG V PROPOSED STREAM FLOODPLAIN Wbkfp=14.6' / 'FENCE CONTINUES TO BRIDGE-1 2.5' Abkf=24.00 S Ft(CROSSING(TYPICAL) CONSERVATION EASEMENT // / g i 1 TYPICAL POOL SECTION / X \ — / � v O Dmax 0.9' wbkf—8s' I Abkf=6.10 SgFt CI 5.0' 1 X I TYPICAL RIFFLE SECTION ry PLAN VIEW Abkf=BANK LIEAREA FU Wbkf= LL WIDTH SCALE IN FEET Dmax=MAX'MUMAXIMUM BANKFULL DEPTH 0 10 20 GROUP 5 a TYPICAL STREAM SECTIONS Y N.T.S. R 475 "'_ 475 C °� �6 C N II < IS p PROPOSED BANKFULL GRADE v a a� op 470 0 470 PROPOSED THALWEG GRADE APPROXIMATE EXISTING GROUND SURFACE -2.46% RESTORATION h Z 465 465 Z '0 '0 J / J -It 460 L < o 460 e n Civil&Environmental Consultants,Inc. B i w n 700 Cherrington Parkway-Moon Township,PA 15108 $ Ph:412.429.2324-800.365.2324-Fax:412.429.2114 www.CBCinc.CONT 455 N 455 RESTORATION SYSTEMS, LLC a 4+80 5+�JD UWs+so s+= a s+so 7+ 7+20 VMC ROCKINGHAM QUARRY STREAM SA3 CEN RLINE PROFILE G PRM SITE - STREAM RESTORATION u SCALE H:1"=10'; V:1"=5' � �N"cARo•.,,� WADESBORO, ANSON COUNTY ,Q`8 FESSIp' ��(VERTICAL EXAGGERATION OF 2X) LEGEND ¢pO N,•y: NORTH CAROLINA DRAWN BY CCR/LKC 1 CHECKED BY: CCR APPROVED BY CMM* REFERENCE SCALE IN HORIZONTAL FEET SCALE IN VERTICAL FEET PROPOSED GRADE ' j�onre FEBRUARY 20241 DWG SCALE: AS SHOWN PROJECT NO: 324-404 A 1.EXISTING TOPOGRAPHY PREPARED BY CIVIL&ENVIRONMENTAL CONSULTANTS, INC. ----- APPROXIMATE EXISTING GROUND SURFACE _ 5987 M 0 10 20 0 5 10 ��, PROPOSED COMPACTED FILL i a DRAWING NO, A (CEC)FROM GEOMORPHIC SURVEY AND TOPOGRAPHIC DATA GATHERED BY SMALL PAYMANNED AERIAL LOOADS. DATE O SYSTEMS COLLECTION:02/118/2023.PHOTOGRAPHER SENSOR PROPOSED GRADEPROP BED TIONATTIE-IN GINS STREAM� STREAM S 3STDAN4+80-N+AND PROFILE 20 (GROUP 5) 23 ------------- Kt.. tl.. [SEE TITLE SHEET FOR COMPLETE UST OF REFERENCES.] R 8 7 6 5 4 3 2 1 *SIGNATURE ON FILE 8 7 6 5 4 3 2 1 1 I \ _ SUBMITTAL&REVISION RECORD H VV i 11SI A H NO DESCRIPTION \ .'• \\ /, I .. ESIGN PV.NS SUMMED To c�IENT — — — I .. o REVISED AND ESu MNmED FOR PERMnnNG __ s2rozlzszo R EXISTING STREAM EAR \\'•. ^ ANSON COUNTY FARMS J' \ i INGR Y�SCNE. ANY DRAWINGISEEN OlH4T�IS FNor�PlDT1E0 IN NLL COLOR SHNL NOT BE CONSIDE ED ADEQ NE AND/OR PlOT11NG CONS RUCTION PURPOSES.NORTH PROPOSED STREAM SAID / 645200705506 I / LOG STEP POOL 2 J \ \ � ••.' \"\ l __ __ _ L/ —� EXISTING PARCEL LINE D4 ......, / LEGEND --- EEXISTING XISTING INTERMEDIATE NTERM DIIATECONTOUR CONTOUREXISTING INDEX STIR RE /- -- 1 EXISTING PAVED ROAD GRADE CONTROL LOG VANE&LOG J-HOOK `00 `_—__---- _________ ROAD / x x x / EXISTING STREAM SA3... \ G . .. .................... EXISTING DTCI{ERT •. .................................. EXISTING STREAM CENTERLINE l'• Qs I vim^ EXISTING STREAM CHANNEL,TO BE 0.5 FEET ALONG PROPOSED STREAM FLOODPLAIN .. ______ /, �--..............i•.• a -- - J .• BACKFlLLED 'Z� STREAM FLOW DIRECTION GRADE IRREGULAR TOPOGRAPHY t EXISTING WETLAND(FEE) / /"� --�-- - - � ^ '•. '••..•. LIMITS OF DISTURBANCE C .............................. r� J r .•. ••,., � PROPOSED STREAM SA3 \\ � 0+' PROPOSED STREAM CHANNEL L AND CENTERDNE 464 i �; � �� •, A�' 965 PROPOSED INDEX CONTOUR _B 966 PROPOSED INTERMEDIATE CONTOUR'............................• PROPOSED LIMIT OF GRADING ro 2 DETAIL NUMBER DETAIL DRAWINGNUMBER r \ F / s M6� PROPOSED MARSH TREATMENT AREAS-X- PROPOSED CONSERVATION EASEMENT(FENCED) s 0 ° v \ 0 4 4 � 6 - _ is PROPOSED CULVERT 9' �'ZGJ �� F �gTCy PROPOSED BRIDGE `/ " �..�_. /]' � ••' PROPOSED STREAM RESTORATION PROPOSED STREAM ENHANCEMENT EL SFF EL ti agd' V �\ R PROPOSED WETLAND ENHANCEMENT _ R6 AV PROPOSED WETLAND REHABILITATION x \ "•. 3 E \\ \\ �/ Q`\`1 E i Dmaz=2.5' Abk=24.00 SgFt TYPICAL POOL SECTION p Dmax-0.8' Wbk�8.6' D Abkf=6.10 SgFt PLAN VIEW 15.0' SCALE IN FEET TYPICAL RIFFLE SECTION hAbkf BANK LL AREA ry 0 10 20 bkf=BANKFULL WIDTH Dmox=MAXIMUM BANKFULL DEPTH GROUP 5 a Iq TYPICAL STREAM SECTIONS Y n r, N.T.S. n 470 II� 470 N II ° PROPOSED BANKFULL GRADE + C J > C APPROXIMATE EXISTING GROUND SURFACE N II 465 PROPOSED THALWEG GRADE 465 =-1-z •r • --^- 460 460 h � e a o eAF 455 455 q 7 B w , , , B _ Civil&Environmental Consultants,Inc. 700 Cherrington Parkway-Moon Township,PA 15108 Ph:412.429.2324-800.365.2324-Fax:412.429.2114 Z w H g 450 1 1 1 1 1 1 _G a � � w � 450 www.cecinc.com RESTORATION SYSTEMS, LLC 7+20 e 7+50 m m a+oo 8+50 ry STREAM SA3 CENTERLINE PROFILE m m s+oo e s+so s+so VMC ROCKINGHAM QUARRY SCALE H:1"=10'; V:1"=5' PRM SITE - STREAM RESTORATION w - `,s;�N,CAgO••,,, WADESBORO, ANSON COUNTY ,Q`8 FESSIp' ��(VERTICAL EXAGGERATION OF 2X) LEGEND �.'p0 N,`y: NORTH CAROLINA 4 DRAWN BY CCR/LKC 1 CHECKED BY: CCR APPROVED BY: CM M* REFERENCE SCALE IN HORIZONTAL FEET SCALE IN VERTICAL FEET PROPOSED GRADE ' j�onre FEBRUARY 2024 DWG SCALE: ASSHOWN PROJECTNO: 324404 1.EXISTING TOPOGRAPHY PREPARED BY CIVIL&ENVIRONMENTAL CONSULTANTS,INC. ----- APPROXIMATE EXISTING GROUND SURFACE _ 5991 M ��, i a DRAWING NO.: A (CEC)FROM GEOMORPHIC SURVEY AND TOPOGRAPHIC DATA GATHERED BY SMALL 0 10 20 0 5 10 PROPOSED COMPACTED FILL PAYLOADS. DATE OF DATNED AERIAL AS(SUAS)WITH UDAR AND COLLECTION:02/118/2023.PHOTOGRAPHER SENSOR PROPOSED GRADEPROP SED TION TIE-IN •� NOIMt�4%Pd � STREAM S 3 STSTREAM DAN7+20-9+G PLAN AND PROFILE 60 (GROUP 5) 24 ------------- Kt.. tl.. [SEE TITLE SHEET FOR COMPLETE UST OF REFERENCES.] R 8 7 6 5 4 3 2 1 *SIGNATURE ON FILE 8 7 6 5 4 3 2 SUBMITTAL&REVISION RECORD 1 GRADE CON NO DATE DESCRIPTION D3 0rs, G H ao� H ovoznou REVISED \ + Nam:1HE Pl—NAME BEEN RCRFATED FOR FULL COLOR PLOTItNG. INFORNATpN NAY BE LOST IN COPYING AND/OR PLOTTING IN GRAY SCAIE. ANY DRAWING TROT IS NOT PLOTTED IN FULL COLOR SNALL NOT BE CONSIDERED ADEQUATE FOR CONSLRUCTON PURPOSES. NORTH ANSON COUNTY FARMS _ 645200705506 _ LEGEND EXISTING PARCEL LINE 500 EXISTING INDEX CONTOUR EXISTING Em EXISTING STRUCTURE CONTOUR 2x� EXISTING PAVED ROAD ---------------- EXISTING UNPAVED ROAD 1 / \ EX/ST/NG WETLANO 18 ' * EXISTING FENCE G D3 GRADE CONTROL LOG VANE&LOG J-HOOK / \ �r�� EXISTING DITCH G EXISTING STREAM CENTERLINE / - - 46z CHANNEL,TO BE ^ \\ // \ .Y v�v BACKFlLLED REAM STREAM FLOW DIRECTION � � ....... .. .. .��'• � � LIMITS OF DISTURBANCE(37.898 ) // I \ \ m EXISTING WETLAND PF)37. AC. LOG STEP POOL 2 ..... I� -��/ (\- .< PROPOSED STREAM(CHANNEL AND CENTERLINE D4 PROPOSED STREAM SA3 ...+ -_ -__ sJ _(1 ,r.. _ -__- l� �� \ 460— 965 PROPOSED INDEX CONTOUR s� V� •... \ _ --- PROPOSED LIMIT OF GRADING UR ........................... i 459 9 FFo P � \ 9 6 PROPOSED INTE MEDIATE / N6 z \ 45 ........... ........... ..� DETAIL NUMBERR CONTOUR ''%6� .......... O s 458 r...+50 w 9 DETAIL DRAWING NUMBER oxs I X PROPOSED CONSERVATION EASEMENT(FENCED) F O / \ ! PROPOSED MARSH TREATMENT AREAS F \ V px /nPROPOSED CULVERT 46 460 ............:: \ PROPOSED BRIDGE PROPOSED STREAM RESTORATION PROPOSED STREAM ENHANCEMENT EL T(LEVEL 1) W �:...........• .,,,.. PROPOSED STREAM ENHANCEMENT(LEVEL 2) .:.-'�':.....•... PROPOSED WETLAND REHABILITATION - -- •. ---- ------ PROPOSED WETLAND ENHANCEMENT PROPOSE 46 - /`- f _ // •: •,\ j / E IRREGULAR TOPOGRAPHY 30.5 FEET ALONG ... -- '•.\ SAJ D STREAM FLOODPWN �� ...L.... EXIST/NG STREAM � EXIST/NG STREAM SA17--- / PROPOSED STREAM SA 1/ z' _ / ------- Dmaz/ = Abkf=24.00 SgFt r I 2.5' TYPICAL POOL SECTION PLAN VIEW Wbkf-8.6' $0 DrnOX-0.9' Abkf=s.1D sgFt 0 SCALE IN FEET t 0 10 20 5.0' TYPICAL RIFFLE SECTION N ry Abkf=BANKFULL AREA Wbkf=BANKFULL WIDTH a 470 470 Dmax=MAXIMUM BANKFULL DEPTH GROUP 5 y + TYPICAL STREAM SECTIONS PROPOSED BANKFULL GRADE _ _ N.T.S. 465 II' II 465 N II APPROXIMATE EXISTING GROUND SURFACE A II .\^, PROPOSED THALWEG GRADE - C C " -0.87% 460 _0.E" 460 8 z z 0 0 REST-- ass o m a ass • • h u " m W W w aso m - aso flAVIA - , z a a a e a G z Civil&Environmental Consultants,Inc. B 700 Cherrington Parkway-Moon Township,PA 15108 Ph:412.429.2324-800.365:2324-Fax:412.429.2114 445 445 WWW.CBCiIlC.0001 s+so 0+00 10+50 11+00 11+50 12+00 RESTORATION SYSTEMS, LLC STREAM SA3 CENTERLINE PROFILE VMC ROCKINGHAM QUARRY SCALE H:1"=10•; V:1'•=5' PRM SITE - STREAM RESTORATION u (VERTICAL EXAGGERATION OF 2X) LEGEND ,+`'P��NCAR""•,,ry WADESBORO, ANSON COUNTY SCALE IN HORIZONTAL FEET SCALE IN VERTICAL FEET PROPOSED GRADE ' P�O 1Essfp��' NORTH CAROLINA g APPROXIMATE EXISTING GROUND SURFACE =-�'qp '` p 0 10 20 0 5 10 /��, PROPOSED COMPACTED FILL X��1� DRAWN BY. CCR/LKC CHECKED BY: CCR APPROVED BY: CIA `o REFERENCE )(}�x,^�{)(}�^, �' PROPOSED EXCAVATION ' S991OPI/ j, oATe FEBRUARY 2024 DWG SCALE: AS SHOWN PROJECT NO: 324-404 A 1.EXISTING TOPOGRAPHY PREPARED BY CIVIL&ENVIRONMENTAL CONSULTANTS, INC. - PROPOSED GRADE AT TIE-IN = a DRAWING NO.: A (CEC)FROM GEOMORPHIC SURVEY AND TOPOGRAPHIC DATA GATHERED BY SMALL 9y UNMANNED AERIAL SYSTEMS(SILAS)WITH UDAR AND PHOTOGRAPHER SENSOR =%J�•�QNQ tP�1 ' STREAM GRADING PLAN AND PROFILE •,.Q�• IMt,•p,s STREAM SA3 STA.9+60-12+00 25 PAYLOADS. DATE OF DATA COLLECTION:0REFERE 023. (,+KC-�:.a� (GROUP 5) M [SEE TIRE SHEET FOR COMPLETE LIST OF REFERENCES.] NM_ R 8 7 6 1 5 4 3 2 1 *SIGNATURE ON FILE 8 7 6 5 4 3 2 SUBMITTAL&REVISION RECORD NO DATE DESCRIPTION dbp / H _ i .. mrsIrzCxA ISSUED MR"em—rvD H I .. CVCznOu REVISED ArvD REsuBNmeD FOR PERNTnrva / I IN G Y� P11—NNE BEEN TI SCIlE. ANY DI-NNS—TIS NOT—PlDT1E0 IN—COLOR SHNL NOT BE CONSIDE M ADEQ NE MRR/OR PlOT11Na - / ANSON COUNTY FARMS NORTH / -d5g, / I saszoo�ossos -- i CONSIRDCIIDN PURPOSES. PROPOSED STREAM SA3 / 1 GRADE CONTROL LOG VANE&LOG J-HOOK I LEGEND — D3 �" I EXISTING PARCEL LINE \ 500----- EXISTING INDEX CONTOUR EXISTING INTERMEDIATE CONTOUR cn / � EXISTING STRUCTURE N + ......N.... GRADE IRREGULAR TOPOGRAPHY t0.5 FEET ALONG EXISTING PAVED ROAD \ n / OPOSED STREAM DPLAIN ---X----X----X- EXISTING UNPAVED ROAD qs.9, /PR EAM FL00 EXISTING FENCE EXISTING G \----- - 12+50 \�A . / CULVE D4 LOG STEP POOL 1\ EXISTING DTCH� G EXISTING STREAM CENTERILINE i" "''•., l EXISTING STREAM S.3 \\ v Y- EXISTING STREAM CHANNEL,TO BE BACKFILLED s ` STREAM FLOW DIRECTION EXISTING WETLAND(PFO) LIMITS OF DISTURBANCE( 898 ) 1 d a BT i' /r-______ -- ' h PROPOSED STREAM CHANNEL AND CENTERLINE ,Ay � � �i� '•., s �� / D3 Gq�yO--__ 965 PROPOSED INDEX CONTOUR CONTgO 966 PROPOSED INTERMEDIATE CONTOUR i� <<C ........... .. ........... PROPOSED LIMIT OF GRADING ...0... DETAIL NUMBER i DETAIL DRAWING NUMBER \\ 1 X PROPOSED CONSERVATION EASEMENT(FENCED) F _ -/��\ ��%� - �� _ 54 �� PROPOSED MARSH TREATMENT AREAS F m x PROPOSED CULVERT ® PROPOSED BRIDGE C) \Q 77 -- _\ \\ PROPOSED STREAM RESTORATION S / -- _ PROPOSED STREAM ENHANCEMEN EL PROPOSED STREAM ENHANCEMENT LEVEL 2) PROPOSED WETLAND REHABILITATION ,(�v, PROPOSED WETLAND ENHANCEMENT �a� x ---EX/STING WETLAND 19 '-- Y .......................... ... ....... '\..... I \ E I .. \ _ FXrsrNG v Wbkfp=14.6' Dmax=2.5' Abkf=24.00 SgFt O � 20 TYPICAL POOL SECTION Ott / I � x D Wbkf-116'Abkf=6.10 SgFt D - PLAN VIEW RI N SCALE IN FEET TYPICAL RIFFLE SECTION N Abkf=BANKFULL AREA WIDTH 0 10 20 Wbkf= .'.UM BANKFULL WIDTH Dmax=MAXIMUM BANKFULL DEPTH GROUP 5 TYPICAL STREAM SECTIONS N.T.S. N 06 + o 465 II a '6 465 °a oa `0 �o �C Fu na C PROPOSED BANKFULL GRADE APPROXIMATE EXISTING GROUND SURFACE II PROPOSED THALWEG GRADE ->1 460 _ 460 -0.747 xxxx -1.03% 8 O. --��h 455 - / 455 p o B 450 h 450 , , AF Civil&Environmental Consultants,Inc. e i Fn 700 Cherrington Parkway-Moon Township,PA 15108 Ph:412.429.2324-800.365.2324-Fax:4121.429.2114 www.cecinc.com 5 a RESTORATION SYSTEMS, LLC 445 : 445 W $ + VMC ROCKINGHAM QUARRY g 12+00 + + + 12+50 + + + 13+00 ' + + + 13+50 + + + 14+00 + + 14+40 STREAM SA3 CENTERLINE PROFILE PRM SITE - STREAM RESTORATION w SCALE H:1"=10'; V:1"=5' s�N CAgO••,, WADESBORO, ANSON COUNTY ,Q`8 FESSIp' ��(VERTICAL EXAGGERATION OF 2X) LEGEND ?��.'po N,•y: NORTH CAROLINA 4 DRAWN BY CCR/LKC 1 CHECKED BY: CCR APPROVED BY: CM M* REFERENCE SCALE IN HORIZONTAL FEET SCALE IN VERTICAL FEET PROPOSED GRADE ' onre FEBRUARY 2024 DWG SCALE ASSHOWN PROJECTNO: 324-404 A EXISTING TOPOGRAPHY PREPARED BY CIVIL&ENVIRONMENTAL CONSULTANTS, ---- APPROXIMATE EXISTING GROUND SURFACE _ 5 1 DRAWING NO.: A 99 1. INC.. M 0 10 20 0 5 10 ��, PROPOSED COMPACTED FILL �• ° (CEC)FROM GEOMORPHIC SURVEY AND TOPOGRAPHIC DATA GATHERED BY SMALL STREAM �� PAYLOADS. DATE OF DATNED AERIAL AS(,OAS)WITH UDAR AND COLLECTION:02/118/2023.PHOTOGRAPHER SENSOR PROPOSED GRADEPROP SED TION ATTIE-IN • OIMt�4%P1 STREAM SA3 STA.IN2+00-N4+,0 (GROUP 5) ------------- KLtl.. [SEE TffLE SHEET FOR COMPLETE UST OF REFERENCES.] R 8 7 6 1 5 4 1 3 2 1 *SIGNATURE ON FILE 8 7 6 5 4 3 2 SUBMITTAL&REVISION RECORD NO DATE DESCRIPTION EXISTING STREAM SA uero�nozs D\ .. Es ory_Eau To cuErvT \ ' ovoznou AD REVISED D RESUB—D FOR PERMnnNO p ................... IN G 1HE PIANS HAVE BEEN CREATED FOR FULL COLOR PLOTTING. INFORMATION MAY BE LOBE IN COPYING ANR PLOTTING IN GRAY SCNE. ANY DRAWING 1HAT IS NOT PLOTTED IN NLL COLOR BIU11 NOT BE CONBIOEREO AOEOUAIE FOR ..... � •...•••.•..................... CONSIRUCTON PURPOSES. NORTH `� AV LEGEND �- PROPOSED STREAM SA1 / —� EXISTING PARCEL LINE \\ ANSON COUNTY FARMS _ 500 EXISTING INDEX CONTOUR \ / 545200705505 EXISTING IEXISTINGN TERMEDI CONTOUR x EXISTING PAVED ROAD GRADE CONTROL LOG VANE&LOG J-HOOK - ------ -- -- EXISTING UNPAVED ROAD D3 \\ �� \ \\ x x x EXISTING FENCE — EXISTING CULVERT \ �� ___ •"•.......... / ..._...—. EXISTING DITCH G i 7 �� •"'••., EXISTING STREAM CENTERLINE - -� _ /••., vY- EXISTING STREAM CHANNEL,TO BE — i ....... �\ "\ BACKFlLLED STREAM FLOW DIRECTION i j� '� 456-...,�4. \ PROPOSED STREAM SA3 * �\ LIMITS OF DISTURBANCE(37.898 ) \ - F.. \� .................... E EXISTING WETLAND(PF)37 C.A .00 PROPOSED STREAM CHANNEL AND CENTERLINE PROPOSE NDEX +50 45y.................... 45 �� 966 5p PROPOSED INTERMEDIATEUCONTOUR Ak •............................• PROPOSED LIMIT OF GRADING 2 DETAIL NUMBER IS& �� - r,—"' .�_ D1 DETAIL DRAWING NUMBER X PROPOSED CONSERVATION EASEMENT(FENCED) --- F h� �� PROPOSED MARSH TREATMENT AREAS F 6 \• / / o-� •• PROPOSED CULVERT o- � PROPOSED BRIDGE PROPOSED STREAM RESTORATION ` \ •• _ PROPOSED STREAM ENHANCEMENT(LEVEL ) 7 _ ----_ RESTORATION // PROPOSED STREAM ENHANCEMENT(LEVEL 2) .'' EX/STING STREAM SA3 ...................... ••......• GRADE IRREGULAR TOPOGRAPHY+0.5 FEET ALONG PROPOSED WETLAND REHABILITATION / \ PROPOSED STREAM FLOODPLNN \ i PROPOSED WETLAND ENHANCEMENT LOG STEP POOL V AV D4 PROPOSED STREAM SA10 r� .•\ /' E EXI.S,NG STPELM S410� 1 E \ d vv � If Wbkfp=14.6' = kf=24.00 q - - - _ - IT /—__--_ u Dmaz� PU S Ft / - TYPICAL POOL SECTION Dmax 0.9' Wbkf-8.6' x O Abkf=6.10 SgFt fD TYPICAL RIFFLE SECTION PLAN VIEW Abkf=BANKFULL AREA Wbkf=BANKFULL WIDTH SCALE IN FEET Dmoz=MAXIMUM BANKFULL DEPTH 0 o zo GROUP 5 TYPICAL STREAM SECTIONS +n N.T.S. �O +n np aII IIv III C 460 ° a II 460 C �a PROPOSED THALWEG GRADE PROPOSED BANKFULL GRADES awd APPROXIMATE EXISTING GROUND SURFACE a w STA= 16+26.8 bZ% ELEV= 454.8 455 -1.98% -- 4 55 — RESTORATION ----- z0 450 ? a 450 p AV AW7 o ,�,� M, e 445 a aa5 Civil&Environmental Consultants,Inc. g F 700 Cherrington Parkway-Moon Township,PA 15108 _ s Ph:412.429.2324-800.365.2324-Fax:412.429.2114 www.cecinc.com RESTORATION SYSTEMS, LLC 440 440 VMC ROCKINGHAM QUARRY 14+40 14+50 15+00 15+50 16+00 16+27 PRM SITE - STREAM RESTORATION W STREAM SA3 CENTERLINE PROFILE SCALE H:1"=10'; V:1"=5' ,,+;�N,CAg0•" WADESBORO, ANSON COUNTY ,Q` FESSIp' �� 8 (VERTICAL EXAGGERATION OF 2X) LEGEND ?��.'po N,•y: NORTH CAROLINA q DRAWN BY. CCR/LKC CHECKED BY: CCR APPROVED BY: CMM* REFERENCE SCALE IN HORIZONTAL FEET SCALE IN VERTICAL FEET PROPOSED GRADE ' ��/ j�E TIE FEBRUARY 20241 DWG SCALE: AS SHOWN PROJECT NO: 324404 A 1.EXISTING TOPOGRAPHY PREPARED BY CIVIL&ENVIRONMENTAL CONSULTANTS,INC. ----- APPROXIMATE EXISTING GROUND SURFACE 5991 DRAWING NO, A _ M 0 10 20 0 5 10 x��, PROPOSED COMPACTED FILL �• ° (CEC)FROM GEOMORPHIC SURVEY AND TOPOGRAPHIC DATA GATHERED BY SMALL PAYLOADS. DATE OFNED AERIAL DATAMCOLLECTIONIT02/1DAR AND 8/2023.PHOTOGRAPHER SENSOR PROPOSED GRADE EXCAVATION ATTIE-IN ��QROFILE �CNOIM00"t, � STREAM SA3 STA.STREAM IN4+40-N 6 AND 44P(GROUP S) 27 ------------- Kt.. tl„ [SEE TITLE SHEET FOR COMPLETE LIST OF REFERENCES.] R 8 7 6 1 5 4 1 3 2 1 *SIGNATURE ON FILE 8 7 6 5 4 3 2 SUBMITTAL&REVISION RECORD / \\1 NO DATE DESCRIPTION X / ero�noxa.. s Des ory Rwrvs susmmeQ ToaervT y\ / — H / g o�rsTrzsxA ssueG MR ReRmDnrvG H ' O' REVISED AND ResuemmeD FOR ReRNnnrvQ N—'THE PUNS HAVE BEEN CREATED MR TILL COLOR PLOTTING. INFOR-N IMY BE LOST IN COPYING AND/OR PLOTTING IN GW CONSIRUC-T PURPOSES. DI ONS IS NOT PLOTTED IN TILL COLOR SHNL NOT BE CONSIDERED ADEQUATE FOR NORTH yh �� ANSON COUNTY FARMS 645200705506 LEGEND EXISTING PARCEL DNE 5�p EXISTING INDEX CONTOUR EXISTING TE CONTOUR EXISTING STRUCTURE EXISTING PAVED ROAD ,' _-_ ------ ----- EXISTING UNPAVED ROAD EXISTING FENCE I EXISTING CULVERT G /� / EX/5T/NG WETLAND 2 - �+ �> EXISTING DITCH G % START OF RESTORATION O — —h I rY NTERLINE EXISTING STREAM CISTING STREAM HANNEL,TO BE / \ / (0+07.7) PROPOSED STREAM SAS - - BACKFILLED I � �—............�.., �� ___ � �! � ••- �Z- STREAM FLOW DIRECTION � pxOp LIMITS OF DISTURBANCE( .898 ) `\"�� EXISTING WETLAND(RED) 37 AC / I I ....c�,...:' _ L ; PROPOSED STREAM(CHANNEL AND CENTERLINE I / _ 9 PROPOSED INDEX CONTOUR 85 O PROPOSED INTERMEDIATE CONTOUR T OCT-00 - PROPOSED LIMIT OF GRADING DETAIL NUMBER � \ - 548� �"—.549 " •• DETAIL DRAWING NUMBER .......... EASEMENT(FENCED) \ D1 "�� PROPOSED MARSH TREATMENTAREAS F 550 PROPOSED CULVERT _ _ X set PROPOSED BRIDGE PROPOSED STREAM RESTORATION V A \ LOG STEP POOL 2 D4 \ / / ;�"• - _ PROPOSED STREAM ENHANCEMENT(LEVEL 1) PROPOSED STREAM ENHANCEMENT(LEVEL 2 PROPOSED WETLAND REHABILITATION PROPOSED WETLAND ENHANCEMENT - \\\ X GRADE IRREGULAR TOPOGRAPHY*0.5 FEET IN AREAS \ �l X \ MARSH TREATMENT AREA 2 \,�� OF FILL ALONG PROPOSED STREAM FLOODPLAIN E \\ \\ \ D 1 ! \ ^\ E 1.8'Dmaz= Wbkfp=9.3' F—ij Abkf= 10.30 SgFt � \ -2F�I I TYPICAL POOL SECTION PLAN VIEW SCALE IN FEET Dmaz-_0.7' kf=6. 1 Abkf=3.20 SgFt 0 10 20 O 3.6' ' D TYPICAL RIFFLE SECTION Abkf- BANKFULL AREA Wbkf= BANKFULL WIDTH R Drn--MAXIMUM BANKFULL DEPTH ry GROUP 2 5 560 560 TYPICAL STREAM SECTIONS N.T.S. PROPOS ED BANKFULL G RADE PVI STA=0+17.4 PM STA-0+62.8 0°i ^' S55 ELEV= 551.9 ELEV- 550.2 II +°� +Do 155 F II o N y APPROXIMA E EXISTING ORO JND SURFACE PM STA- 0+000 —�2V51 ELEV 552.3 % PIA STA= ELEV= 550.9-3.39% -4.79% 550 . aII JII C 550 ri -4.999, -3.22% Z -2.889, Z O S " -2.40% 2 RESTO 545 o w L G o u 545 RATION ED w NAm 540 o it a y b a o < L 540 FIAW �,� e - - 7 Civil&Environmental Consultants,Inc. e i L y o D 700 Cherrington Parkway-Moon Township,PA 15108 Ph:412.429.2324-800.365:2324-Fax:412.429.2114 www.cecinc.com 535 35 RESTORATION SYSTEMS, LLC W 0+00 0+50 m P 1+00 1+50 1+60 VMC ROCKINGHAM QUARRY STREAM SA5 CENTERLINE PROFILE PRM SITE - STREAM RESTORATION u SCALE H:1"=10'; V:1"=5' s�N,CAgO••,, WADESBORO, ANSON COUNTY 8 (VERTICAL EXAGGERATION OF 2X) LEGEND ?��.'po N•i•Z: NORTH CAROLINA 4 DRAWN BY. CCR/LKC CHECKED BY: CCR APPROVEDBY: CMM* REFERENCE SCALE IN HORIZONTAL FEET SCALE IN VERTICAL FEET PROPOSED GRADE ' j�oATe FEBRUARY 20241 DWG SCALE: AS SHOWN PROJECT NO: 324404 1.EXISTING TOPOGRAPHY PREPARED BY CIVIL&ENVIRONMENTAL CONSULTANTS, INC. NEENEI ----- APPROXIMATE EXISTING GROUND SURFACE _ 5991 (CEC)FROM GEOMORPHIC SURVEY AND TOPOGRAPHIC DATA GATHERED BY SMALL 0 10 20 0 5 10 /��, PROPOSED COMPACTED FILL QY DRAWING NO.: A UNMANNED AERIAL SYSTEMS(SILAS)WITH DDAR AND PHOTOGRAPHER SENSOR ,<><)\}l7�}� PROPOSED EXCAVATION �'•,' NaIMtrg4'p`� = STREAM SA5 STA.0+00-N A+60(GROUP 2) 28 PAYLOADS. DATE OF DATA COLLECTION:02/18/2023. KC-;; I�„ M [SEE TIRE SHEET FOR COMPLETE LIST OF REFERENCES.] wLv R 8 7 6 1 5 4 1 3 2 1 *SIGNATURE ON FILE 8 7 6 5 4 3 2 SUBMITTAL&REVISION RECORD // 5p / i NO DATE DESCRIPTION oero�noxa oeslory rwrvs susmmeo To cuervT / 01131 SA issum MR H -----_----548--- / i/ .. H \ — —//5A7/ 5p6�/ .. TIN PLANS REVISED BEEN REsusNmeDFOR RERNn17 TING �� CONSIRUCTON PURPOSES. TN4T IS NOT PLDTIEO IN NLL COLOR SIW.L NOT BE CONSIDERED ADEQUATE FOR PLO1nNG aos:THE PIANS HAVE BEEN CREATED MR NLL COLOR PLOTTING. INFORNATpN IMY BE LOST IN COPYING AND/OR / � IN GRAY SCAIE. ANY DRAWING NORTH - --- ANSON COUNTY FARMS /� / _ / LEGEND — / I / --- -----_645200705506 / / -- / 5oG EXISTING INDEX CONTOUR - � EXISTING INTERMEDIATE CONTOUR EXISTING STRUCTURE EXISTING PAVED ROAD ROAD i EXISTING UNPAVED EXISTING FENCE / 17�i TI _ �_ EXISTING CULVERT G /�/ �_ — — EXISTING DITCH G EXISTING STREAM CENTERLINE LOG.ST■ EP POOL -- l------- ----------_ — _ �' Y EXISTING STREAM CHANNEL,TO BE L4 BACKFILLED / PROPOSED STREAM STREAM FLOW DIRECTION �_ _— --_ EXISTING WETLAND(PRO) ti o % .---i- _ ,n -- // _ :''' OMITS OF DISTURBANCE(37.898 AC.) PROPOSED STREAM CHANNEL AND CENTERLINE u w ^� N O+ CENTERLINE ry..... 985 PROPOSED INDEX CONTOUR t5�m Op s s /' ry• 540 5ao�""" 966 ... PROPOSED INTERMEDIATE CONTOUR `•. __ PROPOSED OMIT OF GRADING 5 V 546 -..�as -�3 / 0 ... \/r/I�T DETAIL NUMBER NUMBER ... / DETAIL DRAWING "" m 547 _ \ Sat - - -- PROPOSED CONSERVATION EASEMENT(FENCED) F —548 --�� \ •.,. •_,:� \ __-- _ - - PROPOSED MARSH TREATMENTAREAS F _-. 4549 ....... \ \\\ \ •��——� \_ \ J.. /.- Z -�T/ I�I�\ \ x PROPOSED CULVERT ® PROPOSED BRIDGE PROPOSED STREAM RESTORATION �\ PROPOSED STREAM ENHANCEMENT(LEVEL 1) Z '•'' Q PROPOSED STREAM ENHANCEMENT(LEVEL 2) EXISTING STREAM SAS �_ __. I PROPOSED WETLAND REHABILITATION LL PROPOSED WETLAND ENHANCEMENT NM W E W GRADE IRREGULAR TOPOGRAPHY 20.5 FEET IN AREAS \� / OF FILL ALONG PROPOSED STREAM FLOODPLAIN AV / 1.8'WbkfP=9.3' Dmaz= Abkf=10.30 SgFt TYPICAL POOL SECTION PLAN VIEW SCALE IN FEET Dmaz-_0.7' kf=6' 1 Abkf=3.20 SgFt 0 10 20 D 3.6' ' D 555 555 TYPICAL RIFFLE SECTION Abkf= BANKFULL AREA Wbkf= BANKFULL WIDTH R +6 Drn--MAXIMUM BANKFULL DEPTH II N r II N ro " m GROUP 2 5 5so — sso TYPICAL STREAM SECTIONS N.T.S. PROPOSED BANKFULL GRADE N° IS u +5 11 n n —4.08% PROPOSED THALWEG GRADE 545 —5.759, > 545 —2.09% —1.06% APPROXIMATE EXISTING GROUND SURFACE h C C —3.86% 'ZI-7 77 7> —2.80% 0 540 u w u 40 ZO Q RESTORATION 535 Z w 0 w L o L ' 535 s nT $ w L FIAVI� � B 530 z N 530 Civil&Environmental Consultants,Inc. B i y 700 Cherringlon Parkway-Moon Township,PA 15108 Ph:412.429.2324-800.365:2324-Fax:412.429.2114 www.cecinc.com 525 525 RESTORATION SYSTEMS, LLC W 1+60 2+00 2+50 T T 3+00 3+50 3+60 VMC ROCKINGHAM QUARRY STREAM SA5 CENTERLINE PROFILE PRM SITE - STREAM RESTORATION w SCALE H:1"=10'; V:1"=5' - `,s;�N,CAgO••,,, WADESBORO, ANSON COUNTY FESSIp' �� 8 (VERTICAL EXAGGERATION OF 2X) LEGEND ?��.'po N,`y: NORTH CAROLINA 4 DRAWN BY CCR/LKC CHECKED BV: CCR APPIioVED BV: CMM* REFERENCE SCALE IN HORIZONTAL FEET SCALE IN VERTICAL FEET PROPOSED GRADE ' onre FEBRUARY 20241 DWG SCALE AS SHOWN PROJECT NO: 324-404 A 1.EXISTING TOPOGRAPHY PREPARED BY CIVIL&ENVIRONMENTAL CONSULTANTS, INC. ----- APPROXIMATE EXISTING GROUND SURFACE _ 5987 (CEC)FROM GEOMORPHIC SURVEY AND TOPOGRAPHIC DATA GATHERED BY SMALL 0 10 20 0 5 10 ��, PROPOSED COMPACTED FILL 99 DRAWING NO.: A UNMANNED AERIAL SYSTEMS(SUAS)WITH UDAR AND PHOTOGRAPHER SENSOR %<><00< PROPOSED EXCAVATION "'.,'�.Q�CNOIMt�4%Pd = STREAM SAS STA.G PLAN A+60(GROUP 2) �� PAYLOADS. DATE OF DATA COLLECTION:02/18/2023. KC-;; I�„ M [SEE TITLE SHEET FOR COMPLETE UST OF REFERENCES.] rnv R 8 7 6 1 5 4 1 3 2 1 *SIGNATURE ON FILE 8 7 6 5 4 3 2 .0 DATE DESCRIPTION . osro�nozs peso Rwry suemmeG ToaervT H wnaemm�nrv� H • �j � / / `Rf :.. .. ozroznou Resueo FOR reRmnnrvG A Rev seo nrvo mme i j NOS:1HE PANS HAVE BEEN CRFATE FOR FULL COLOR PLOTTING. INFORMATION IMY BE LOBE IN COPYING AN PLOTTING IN GRAY SCAlE. ANY DRAWING I TIUT S NOT PLOTTED IN NLL COLOR—NOT BE CONBIOEREO A-0—MR COUNTY coNs� _ ANS�5200 05506 FARMS mucnoN PURcasEs. NORTH � � �� /� � ; LEGEND EXISTING WETLAND 2 EXISTING PARCEL UNE LOG STEP POOL / / // 5'%1% EXISTING INDEX CONTOUR L4 � / CONTOUR i� _ — -- / �\ / EXISTING INTERMEDIATE GRADE IRREGULAR TOPOGRAPHY t0.5 FEET IN AREAS j � _ � \ EXISTING STRUCTURE / ;•'•., OF FILL ALONG PROPOSED STREAM FLOODPWN \ i /' EXISTING PAVED ROAD ----------------- EXISTING UNPAVED ROAD EXISTING FENCE DITCH 51 I' / .•� �� /\ �� — — — XISTINGVERT G G d �i E • I :� :• / - -- EXISTING STREAM CENTERLINE •,0�� / j : �\ / \ 7 •/ �� // i j � �- EXISTING STREAM CHANNEL,TO BE ,� a BACKFILLED �Z o / N ��o \'. STREAM FLOW DIRECTION i _ /rn END OF R ESTORATION PROPOSED STREAM SAS `\ / /(4+98.9) :.{� F —�.� UXISTING WETLAND MITS OF DISTURBANCE)(37.898 AC.) Z _ ��^ o PROPOSED STREAM CHANNEL AND CENTERLINE \ R w o _ a/ m _ m O Q540�\ 538 yn .............................. UR ._ u •_.,..•'.•...,... \ --".•., x """ \ ( PROPOSED OMIT OF GRADING [•,L / / 966 PROPOSED INTEORIMEDIATEUCONTO - _ - DETAIL DRAWING NUMBER \ � _ � -� '•, � \ �/ j/ j 2 DETAIL NUMBER Q X PROPOSED CONSERVATION EASEMENT(FENCED) W 537 5}6 F � / 5 R�TMENT AREAS i \ \ _ PROPOSED CULVERT •• A//JJ � � \ - � ,.•'y ® PROPOSED BRIDGE LU --W-1��\ \\ � .. �T \ // / / / / / PROPOSED STREAM RESTORATION v � v - ! —\ PROPOSED STREAM SA1 PROPOSED STREAM ENHANCEMENT(LEVEL 1) z 2� �� q- — � v 531 j PROPOSED STREAM ENHANCEMENT(LEVEL 2) \ f/ �v 5, -�N `\`�� l j PROPOSED WETLAND REHABILITATION —_� 'Cf===::> PROPOSED WETLAND ENHANCEMENT / i - -- - ---- - EXISTING STREAM SAJ\ E Wbkfp=9.3' �� \ Abkf=10.3 \ 0 SgFt\ \ \ maz TYPICAL POOL SECTION PLAN VIEW SCALE IN FEET Dmaz=0.7' kf—6. Abkf=3.20 SgFt 0 10 20 1 D 3.6' ' D 550 550 TYPICAL RIFFLE SECTION Abkf= BANKFULL AREA Wbkf= BANKFULL WIDTH R n o Druz—MAXIMUM BANKFULL DEPTH h n PROPOSED BANKFULL GRADE N PROPOSED STREAM SA1 GROUP 2 5 sas PROPOSED THALWEG GRADE w 45 TYPICAL STREAM SECTIONS N.T.S. APPROXIMATE EXISTING a II F u II'o y n + [GROUND SURFACE PM STA=3+96.4 [EUEV�= 538.6 5'5;El n II II PVl STA=3+80.2 J u, ELEV= 539.4 > G 540 '-4.73% > N 40 -4.56% > -3.349, FMSTA=5+03.0 h C -1.847 = 535.3.05% -2.15% -2.629,'---0O 535 [ELEV 0 RESTORATION 530< 30IS UJ G IS L L a L '" a G` _ IT �,�, � 7 u N 0 525 it yAVIA `G 25 ff ,AV e e _ Civil&Environmental Consultants,Inc. i 700 Cherrington Parkway-Moon Township,PA 15108 Ph:412.429.2324-800.365:2324-Fax:412.429.2114 www.cecinc.com 520 520 RESTORATION SYSTEMS, LLC W a 3+60 4+00 STREAM SA5 CENTERLINE PROFILE50 5+05+03 VMC ROCKINGHAM QUARRY u SCALE H:CENTERLINE LINE PRM SITE - STREAM RESTORATION �N;cARo•.,,� WADESBORO, ANSON COUNTY ,Q`8 FESSIp' ��(VERTICAL EXAGGERATION OF 2X) LEGEND .'po N'r'•Z: NORTH CAROLINA — _ 4 �� DRAWN BY CCR/LKC 1 CHECKED BY: CCR APPROVED BV: CMM* REFERENCE SCALE IN HORIZONTAL FEET SCALE IN VERTICAL FEET PROPOSED GRADE ' onTe FEBRUARY 20241 DWG SCALE: AS SHOWN PROJECT NO: 324404 A 1.EXISTING TOPOGRAPHY PREPARED BY CIVIL&ENVIRONMEMAL CONSULTANTS,INC. ----- APPROXIMATE EXISTING GROUND SURFACE _ 5991 M 0 10 20 0 5 10 ��, PROPOSED COMPACTED FILL 9 i a DRAWING NO.: A (CEC)FROM GEOMORPHIC SURVEY AND TOPOGRAPHIC DATA GATHERED BY SMALL •O22 STREAM PAYLOADS. DATE OF DATNED AERIAL AS(�UAS)WITH UDAR AND COLLECTION:02/118/2023.PHOTOGRAPHER SENSOR PROPOSED GRADEPROP SED TION TIE-IN • ZCND PROFILE NOIMtta p; STREAM SAS STA.3 60-5ING PLAN A+03(GROUP 2) 3O ------------- Kl.1ACt1 [SEE TIRE SHEEP FOR COMPLETE UST OF REFERENCES.] R 8 7 6 1 5 4 1 3 2 1 *SIGNATURE ON FILE 8 7 6 5 4 3 2 1 1 SUBMITTAL&REVISION RECORD NO DATE DESCRIPTION G/ 0 I I \/ /.• / .. eso Rwry s susmmeG ToaervT^ / H ' � � / /� 11 �'. �� / .. 1-1REVISED AND ReBuem H meG FOR ReRNnnrv� A / / , IN G 1HE PANS HAVE BEEN CREATED mR R1LL COLOR PLOTTING. INFORMATION NAY BE DER IN COPYING ANR PLOTTING I / / , I / IN GRAY SCALE. ANY DRAWING TIUT IS NOT PLOTTED IN NLL COLOR SIU11 NOT BE CONSIOERm AOEOUATE MR / / / SON COUNTY r // I /'•• CONSTRUCTON PURPOSES. NORTH � � � /ANso�cou�TY FARMS � —� -- // /i j I A // + LEGEND EXISTING PARCEL UNE 50o EXISTING INDEX CONTOUR EXISTING INTERMEDIATE CONTOUR / EXISTING STRUCTURE GRADE IRREGULAR TOPOGRAPHY 30.5 FEET IN AREAS OF FILL ALONG PROPOSED STREAM FLOODPLAIN / l EXISTING PAVED ROAD / .� j - EXISTING UNPAVED ROAD / EXISTING / / // / / / / / / / /-1/ EXISTING CULVERT / MARSH TREATMENT AREA / % / / / / EXISTING DITCH / 1 / ---- ----- EXISTING STREAM CENTERLINE G ;/ START OF RESTORATION // / I EXISTING STREAM SA6/ / / / �' �- EXISTING STREAM CHANNEL,TO BE BACKI / STREAM FL/ / / , /i / / / / / :'•/ - -_ �Z- STREAM FLOW DIRECTION EXISTING WETLAND(PFO) ADD BANK BOULDERS TO / �,...� \ \ �- UMfTs OF DISTURBANCE(37.898 AC.) � SIDES OF POOLS / •� // / // � / / / � � 1 '�/ / //�� Ili � 11 .. n o o / 1A + � N 0 I. o+ CENTERLINE PROPOSED STREAM CHANNEL AND CENTERLINE ' 0 + ��' 965 PROPOSED INDEX CONTOUR 966 PROPOSED INTERMEDIATE CONTOUR / N + o + •.l _ — — / — -- _501� / .............................. PROPOSED UNIT OF GRADING i l / 2 DETAIL NUMBER EXISTING CULVERT I / _ �' / / ', Ut DETAIL DRAWING NUMBER / X PROPOSED CONSERVATION EASEMENT(FENCED) / END OF RESTORATION F II II 11 \\� / /j/ � 503 Spz 501 (0+98.0) % // I <•> PROPOSED CULVERT PROPOSED MARSH TREATMENT AREAS F o 9 '�..... _• ,,.....•' PROPOSED BRIDGE PROPOSED STREAM SA1 PROPOSED STREAM RESTORATION PROPOSED STREAM ENHANCEMENT(LEVEL 1) 1�50, j PROPOSED STREAM ENHANCEMENT(LEVEL 2) /-� / A- I \\ \ �� PROPOSED WETLAND REHABILITATION / 'Cf===::> PROPOSED WETLAND ENHANCEMENT i LOG STEP POOL p4 \1 \ I \V PROPOSED STREAM SA6 I 1 •�I E E % / 1 I 1 1 �3Pexr 11V I I II 11 I ` II wbkfp-9.2' Dmaz=1.8' Abkf- 10.00 SgFt 2.0 h PLAN VIEW SCALE IN FEET TYPICAL POOL SECTION 0 10 20 D DRIOX=0.6' Abkf= 3.10 SgFt D 1 515 515 -�' ' o o APPROXIMATE ExrsnNG TYPICAL RIFFLE SECTION EXISTING ACCESS ROAD o GROUND SURFACE Abkf= BANKFULL AREA Dr— AXIMUM BANKFULL DEPTH Wbkf= BANKFULL WIDTH TINGEXIS CULVERT '^> N PROPOSED BANKFULL GRADE 510 _ >w 510 GROUP 1 �� o PROPOSED THALWEG GRADE o^ TYPICAL STREAM SECTIONS PM STA=0+00.0 = II o 0 0 o N.T.S. w ELEV= 506.7 0.98% PVI STA-0+45.9 -------- ---_� 3.709 ELEV= 505.0 PROPOSED STREAM SA1 h _ V __ -- ______ -9,80,, 505 ARMOR SIDES OF POOL `^> 505 PVI STA= 1+03.3 AS NECESSARY j'� N ELEV= 500.3 C 15.439, C h � ^ '10.159, g -2.01% -0.95% 500 500 z0 0 n ww � � u 495 g n N 495 w N a a o N , IAF/AF7 e ago a a 490 Civil&Environmental Consultants,Inc. B i a 700 Cherrington Parkway-Moon Township,PA 15108 Ph:412.429.2324 800.365.2324 Fax:412.429.2114 www.cecinc.com e ass 485 RESTORATION SYSTEMS, LLC aT + VMC ROCKINGHAM QUARRY o+oo 0+50 t+oo+os STREAM SA6 CENTERLINE PROFILE PRM SITE - STREAM RESTORATION SCALE H:1"=10'; V:1"=5' s�N,CAgO•.,, WADESBORO, ANSON COUNTY 8 (VERTICAL EXAGGERATION OF 2X) LEGEND NORTH CAROLINA g DRAWN BV. CCR/LKC CHECKED BY: CCR APPROVED BY: CMM. REFERENCE SCALE IN HORIZONTAL FEET SCALE IN VERTICAL FEET PROPOSED GRADE ' j�onre FEBRUARY 20241 DWG SCALE: AS SHOWN PROJECT NO: 324-404 A 1.EXISTING TOPOGRAPHY PREPARED BY CIVIL&ENVIRONMENTAL CONSULTANTS,INC. ----- APPROXIMATE EXISTING GROUND SURFACE _ 5991 M 0 10 20 0 5 ��, PROPOSED COMPACTED FILL i a DRAWING NO.: A 10 (CEC)FROM GEOMORPHIC SURVEY AND TOPOGRAPHIC DATA GATHERED BY SMALLUNMA •O2� PAYLONNED AERIAL ADS. DATE OF SYSTEMS A COLLECTION:02/1DAR AND 8/2023.PHOTOGRAPHER SENSOR PROPOSED GRADEPROP SED TION TIE-IN ��Q�C NOIMt�p p�,�� STREAM GRADING PLAN AND STREAM AM SA6(GROUP 1)ROFILE 31 ------------- Kt.. tl.. [SEE TITLE SHEET FOR COMPLETE LIST OF REFERENCES.] R 8 7 6 1 5 4 1 3 2 1 *SIGNATURE ON FILE 8 7 6 5 4 3 2 1 1 SUBMITTAL&REVISION RECORD \ NO DATE DESCRIPTION I \ \ \ .. 1eroTno1 DESIGN Rwry suammED To cuErvT H �� .. mrs+rzoxA ISSUED W Br:o nrvO REBUBN FaR RER rvmeD NnnrvG H\ ovoznou RE MM THE PANS HAVE BEEN CREATED FOR FULL COLOR PLOTTING. INFDI-N IMY P�BE LOST IN COPYING AND/OR ING ANSON COUNTY FARMS \ IN GRAY SC E. ANY DRAWING UT IS NOT PLOTTED IN FULL COLOR SNNL NOT BE CONSIDERED ADEDU FOR k NORTH % / �-- 645200705506 - _ coNSBucnON PURPOSES. V/ V I II LEGEND I EXISTING PARCEL DNE 5Go EXISTING INDEX CONTOUR GRADE IRREGULAR TOPOGRAPHY t0.5 FEET IN AREAS / II I O EXISTING STRUCTU ETE CONTOUR OF FILL ALONG PROPOSED STREAM FLOODPLAIN / \ EXISTING PAVED ROAD EXISTING UNPAVED ROAD EXISTING FENCE PROPOSED STREAM SA7 � EXISTING CULVERT / ----- EXISTING STREAM CENTERLINE G // START OF RESTORATION / / / I \ EXISTING DITCH G (0+01.2) EXISTING STREAM CHANNEL,TO BE < / l EXISTNG WETUNa 4 / BACKFILLED 2 / / / I 'Z-_ STREAM FLOW DIRECTION LOG STEP POOL / 7:z I EXISTING WETLAND-- )UMITS OF DISTURBANCE(37.898 AC.) i MARSH TREATMENT AREA 2 ( / \moo �• •� z C �--I PROPOSED STREAM CHANNEL AND CENTERLINE D1 I ........ _ 965 PROPOSED INDEX CONTOUR 14� o �• �^•4 i' If 966 PROPOSED INTERMEDIATE CONTOUR h � M .............................. PROPOSED LIMIT OF GRADING `-J 2 DETAIL NUMBER DETAIL DRAWING NUMBER v \ IL 0 '�., o` y j I ,? X96T" X PROPOSED CONSERVATION EASEMENT(FENCED) 0 i�x _ _ F ....;�----..... — —� — TREATMENT AREAS � x - \ �R <•> PROPOSED CULVERTR� ®o�\� \ ..\ 5t 6.: 3 —_ V \ PROPOSED BRIDGE REMOVE EXISTING CULVERT ' PROPOSED STREAM ENHANCEMPROPOSED STREAM ENT EL �•... ....... I _ � 1 . ;' oo `"tea 5 � O ro X `' �'• � ,° PROPOSED STREAM ENHANCEMENT(LEVEL 2) PROPOSED WETLAND REHABILITATION PROPOSED WETLAND ENHANCEMENT \ \ EXISTING CUT✓ERT E �//)) �/ / /II III —!v // (V E EXISTING llsrREaM SA7 DmG� Wbkfp=9.3• Abkf=10.30 SgFt 21' 12.0 TYPICAL POOL SECTION PLAN VIEW SCALE IN FEET Dna =0.7' kf=6' Abkf=3.20 SgFt D 0 10 20 3.6• ,1 D GO TYPICAL RIFFLE SECTION 525 II o r 525 Abkf= BANK FULL AREA II o all e ,fn =M LL WIDTH Drn = AXIMUM BANKFUL L DEPTH o GROUP 2 PROPOSED BANKFULL GRADE + II" TYPICAL STREAM SECTIONS N.T.S. -4.327 w PROPOSED THALWEG GRADEPIA STA N II N ELEV=05094 493% -3.22, APPROXIMATE EXISTING GROUND SURFACE w II II u' ISS 11 F II -2.28% 515 _ > 515 _ -3.83% 510 510 zo o n n n n E n n n + w r a d N + w 0 ` E H C nn +a! � nG �w wL r RESTORATION 505 �i 505 F/AF7AV e Soo Soo Civil&Environmental Consultants,Inc. B i 700 Cherrington Parkway-Moon Township,PA 15108 Ph:412.429.2324-800.365:2324-Fax:412.429.2114 www.cecinc.com e 495 495 RESTORATION SYSTEMS, LLC VMC ROCKINGHAM QUARRY o+oo n o+so 1+00 m m STREAM SA7 CENTERLINE PROFILE 1+so z+oo z+2o w m m PRM SITE - STREAM RESTORATION SCALE H:1"=10'; V:1"=5' ,�;�N;cARo•. WADESBORO, ANSON COUNTY 8 (VERTICAL EXAGGERATION OF 2X) LEGEND N•i``Z NORTH CAROLINA 4 DRAWN BY. CCR/LKC 1 CHECKED BY: CC APPROVED BY: CMM* REFERENCE SCALE IN HORIZONTAL FEET SCALE IN VERTICAL FEET PROPOSED GRADE ' oATe FEBRUARY 2024 DI SCALE AS SHOWN PROJECT NO: 324-404 A 1.EXISTING TOPOGRAPHY PREPARED BY CIVIL&ENVIRONMENTAL CONSULTANTS,INC. ----- APPROXIMATE EXISTING GROUND SURFACE _ 5997 M 0 10 20 0 5 10 � , PROPOSED COMPACTED FILL i a DRAWING NO.: A (CEC)FROM GEOMORPHIC SURVEY AND TOPOGRAPHIC DATA GATHERED BY SMALL PAND PROFILE YLOADS. DATE OFNED AERIAL DATAMS(SUAS)WITH LOAR AND COLLECTION:02/118/2023.PHOTOGRAPHER SENSOR PROPOSED GRADE EXCAVATION TIE-IN •��Q�CNOIMt�p pd � STREAM SASTREAM 7STA.0 00 2+ING PLAN A20(GROUP 2) 32 ------------- Kt.. tl.. [SEE TITLE SHEET FOR COMPLETE DST OF REFERENCES.] R 8 7 6 1 5 4 3 2 1 *SIGNATURE ON FILE 8 7 6 5 4 3 2 1 1 \ T 1 ------__ \ \ \ \, \\ \ •:\\ \\ \\ NO DATE DESCRIPTION '� \ , \ \ �� `� oero�noxa DEB ory Fwrvs suammED To cuErvT H - I.. A _ A vv 01131rzoea ISSUM wr+aens H � 1 �• `PROPOSED STREAM SA 7 --- ozroznou REv seO AND REsuBNmED FOR FERNnnrvG �. 1HE PLWS HAVE BEEN Ca— R FULL COLOR PLOTTING. INFOR-N IMY BE LOST IN COPYING AND/OR PLOTTING IN FO G Y SCNE. ANY DRAWING 11UT IS NOT PLOTTED IN NLL COLOR SNNL NOT BE CONSIDERED ADM-FOR CONSTRUCTON PURPOSES NORTH � vv `—v ANSONCOUNTYFARMS v / ysv ............. 64520,0705506 LEGEND 7ro N PARCEL... .u . .. \ EXISG INDEX CONTOUR L // - EXISTING INTERMEDIATE CONTOUR ------ .. ...........� / O EXISTING STRUCTURE EX ST PAVE AD - EXISTING UNPAVEDOROAD / 2 LOG STEP POOL st2 o m / pq -- . PROPOSED STREAM SA7 \ _ __________ _ _ EXISTING FENCE '� .., \ /� EXISTING CULVERT r. / \ _ ':� j EXISTING DITCH G %GN EXISTING ST 1 / —"'— ----- EXISTING STREAM CENTERLINE \ \ \ \ �\ REAM SA �w-rY EXISTING STREAM CHANNEL,TO BE Z No .. BACKFILLED m `L / \ / •m•'•. ��____ - STREAM FLOW DIRECTION / r \ �� EXISTING WETLAND RED M n ^ oto S 1" PROPOSED TREAMCHANNELBAND CENTERLINE 51.1 k E 37 AC. \ 965 PROPOSED INDEX CONTOUR GS` \\ \ \ \ \ \\\\E / 966 PROPOSED INTERMEDIATE CONTOUR - .............................. PROPOSED LIMIT OF GRADING DETAIL NUMBER 0 0 "So •'.o 1 ................ \ \ \\\\\ \ p DETAIL DRAWING NUMBER..........5 X PROPOSED CONSERVATION EASEMENT(FENCED) F �j I / .. _ �� PROPOSED MARSH TREATMENT AREAS PROPOSED\ + s. \ PROPOSED BR CULVERT BRIDGE 0 O -- - -- '"""----. PROPOSED STREAM RESTORATION \ \ \ 13,50 PROPOSED STREAM ENHANCEMENT L IT\ \ \ \ PROPOSED STREAM ENHANCEMENT(LEVEL 2) W I \ \ PROPOSED WETLAND REHABILITATION N PROPOSED WETLAND ENHANCEMENT \ \\\ END OF RESTORATION \ \ \ - - q V A v AA - 1 A� A� vv _ 71 — ---- P Wbkf =9.3' Drn-= 1.8' Abkf=10.30 SgFt 1 TYPICAL POOL SECTION PLAN VIEW SCALE IN FEET D...=0.7' kf=6. Abkf=3.20 SgFt D 0 10 20 3.6• '1 D TYPICAL RIFFLE SECTION Abkf- BANKFULL AREA +o N oo Wbkf= BANKFULL WIDTH rv '" Druz—MAXIMUM BANKFULL DEPTH N +m GROUP 2 g 515 u F II r +r 515 TYPICAL STREAM SECTIONS a w a PROPOSED BANKFULL GRADE o M o N.T.S. 5; APPROXIMATE EXISTING r II II v' M N GROUND SURFACE -5.07% PROPOSED THALWEG GRADE N II II 510 -4.41 N� PROPOSED STREAM SA7 PVISTA= =3+1111.5 ELEV= 504.04.0 C PA STA=3+66.6 _g 75% ELEV= 504.4 505 ; SA -3.45% 505 Z n a w n w n w 3 T A R w h + w W e e a > W a J w _D w h w 500 500_D41 RESTORATION h w _ G < " o '" o a w N 495 495 f1AF —IA e7 a � E Civil&Environmental Consultants,Inc. B i 700 Cherrington Parkway'Moon Township,PA 15108 Ph:412.429.2324-800.365:2324-Fax:412.429.2114 490 490 www.CBCinc.com m RESTORATION SYSTEMS, LLC 2+20 2+50 m 3+00 3+50 3+80 a a STREAM SA7 CENTERLINE PROFILE VMC ROCKINGHAM QUARRY SCALE H:1"=10'; V:1"=5' PRM SITE - STREAM RESTORATION w — `,s;�N,CAgO••,,, WADESBORO, ANSON COUNTY 8 (VERTICAL EXAGGERATION OF 2X) LEGEND �.'pO NORTH CAROLINA g DRAWN BY. CCR/LKC CHECKED BY: CCR APPROVEDBY: CMM* REFERENCE SCALE IN HORIZONTAL FEET SCALE IN VERTICAL FEET PROPOSED GRADE ' j�oATe FEBRUARY 20241 DWG SCALE: AS SHOWN PROJECT NO: 324404 A 1.EXISTING TOPOGRAPHY PREPARED BY CIVIL&ENVIRONMENTAL CONSULTANTS, INC. ----- APPROXIMATE EXISTING GROUND SURFACE _ 5991 M DRAWING NO.: A 0 10 20 0 5 10 ��, PROPOSED COMPACTED FILL i a (CEC)FROM GEOMORPHIC SURVEY AND TOPOGRAPHIC DATA GATHERED BY SMALL "02�� 33 PAYILOADS. DATE ONED AERIAL SYSTEMS COLLECTIONIT02/1D8/2023.AR AND PHOTOGRAPHER SENSOR PROPOSED GRADEPROP SED ATTIE-IN TION � NOIMt�p p � STREAM SA7 STA.2G 20-3+7N 8(GROUP 2) ------------- Kt.. tl.. [SEE TITLE SHEET FOR COMPLETE DST OF REFERENCES.] R 8 7 6 1 5 4 1 3 2 1 *SIGNATURE ON FILE 8 7 6 5 4 3 2 SUBMITTAL&REVISION RECORD N01 DATE DESCRIPTION oero�noxa DE H j /ANSON COUNTY FARMS i IS-11 REVISED MDRESUB—D FOR PER—NG H 645200705506 / MM THE—HAYS BEEN CREATED FOR Fl1LL COLOR PLOTTING. INFO 14 NAY BE LOST IN COPYING AND/OR PLOTTING IN GRAY UC�TO PURPOSES.DI-NNS 1HAT IS NOT PLDTIEO IN RJI COLOR SHALL NOT BE CONSIDERED ADEQUATE FOR NORTH LEGEND PROPOSED STREAM SAS / / -- EXISTING PARCEL LINE � 5,.0 EXISTING INDEX CONTOUR / 2 LOG STEP POOL / D4 / i �� - EXISTING INTERMEDIATE CONTOUR �� O EXISTING STRUCTURE \ 2 EXISTING PAVED ROAD \\ \ 1 i� EX MARSH TREATMENT AREA D ISTING UNPAVED ROAD -- _ / ,/ EXISTING FENCE EXISTING CULVERT G EXISTING DITCH G EXISTING STREAM CENTERUNE STREAM EL,TO BE 0 EXISTING WETLAND(PRO) / UM F DISTURBANCE ) '. ... .......... r ITS 0 D STU BA C ( 898 l.. 1+00 1 i 04 PROPOSED STREAM CHANNEL AND CENTERLINE \ / I RESTORATION PROPOSED INDEX CONTOUR C (0+10.8) I ��- / 966 PROPOSED INTERMEDIATE CONTOUR \ \ / 503 _, I . PROPOSED UMIT OF GRADING \ END OF RESTORATION \\ \ , \ o ,-✓� 5, -1 (0+95.4) 2 DEFAIL NUMBER DEFAIL DRAWING NUMBER \ \ \ ( EXISTING WETLAND 5 X PROPOSED CONSERVATION EASEMENT(FENCED) I F \ \ \ \ '/ I ��> PROPOSED MARSH TREATMENT AREAS F \\ \ \ \ EXISTING STREAM 54B •'. \ \ PROPOSED CULVERT I V + ` V'•, PROPOSED STREAM SA2 LEVEL I ENHANCEMENT \\\ \\\ \ \ \\ \\ \ \ •• I I I\ �� ® PROPOSED BRIDGE \\ \\ \\ \\ FEE PROPOSED STREAM FLOOD PLAIN T ALONG \\ \\ \ // PROPOSED STREAM RESTORATION I\ \\ � i \ � ................ .. :• \ � � PROPOSED STREAM ENHANCEMENT EL \ \ TOPOGRAPHYt. PROPOSED STREAM ENHANCEMENT(LEVEL 2) PROPOSED WETLAND REHABILITATION PROPOSED WETLAND ENHANCEMENT -- E +� ��, ( / f III ;• 505 E _ Wbkfp 9.2' ��Abkf = 10.00 SgFt___ // �/ \z- ---� \ I - ------ ------- TYPICAL POOL SECTION PLAN VIEW SCALE FEET kf- 2 ' Dra-0.6' �G-3.10 SgFt 1 0 100 20 D , D TYPICAL RIFFLE SECTION Abkf-BANKFULL AREA Wbkf-BANKFULL WIDTH Dmox-MAXIMUM BANKFULL DEPTH GROUP TYPICAL STREAM SECTIONS PVI STA-0+13.1 TA= N.T.S. �Pll SA 0+24.6 ELEV= 509.1 ELEV 50+2 h PVI STA=h 0+00.0 ELEV= 509.9 PVI STA=0+37.1 ELEV= 506.3 510 -6 510 .46% APPROXIMATE EXISTING GROUND SURFACE II o'D c C 12.90q II PROPOSED BANKFULL GRADE C I I -1p749, PVI STA-0+50.9 PROPOSED THALWEG GRADE e ELEV- 504.8 PVI STA=0+64.8 a 505 7723g ELEV= 504.0 505 -6.09 EX/577NG STREAM 5A2 CHANNEL -2,017 PVI STA= 1+04.3 ELEV= 502.8 RESTORATION 500 500 z0 t; FAA AF c_� o B 495 ° ± W 495 , , ,F 7 H Civil&Environmental Consultants,Inc. 700 Cherrington Parkway-Moon Township,PA 15108 '^ Ph:412.429.2324-800.365:2324-Fax:412.429.2114 19 www.cecinc.com 490 z 490 RESTORATION SYSTEMS, LLC W� o+oa + + + o+sa + + + 1+001+04 VMC ROCKINGHAM QUARRY STREAM SA8 CENTERLINE PROFILE PRM SITE - STREAM RESTORATION u SCALE H:1"=10'; V:1"=5' - `,s;�N,CAgO••,,, WADESBORO, ANSON COUNTY NORTH CAROLINA 8 REFERENCE (VERTICAL EXAGGERATION OF 2X) LEGEND O,qp oaawN ev. CCR/LKC cHecKeo sv: CCR APPaoveo sv: CMM* 1.EXISTING TOPOGRAPHY PREPARED BY CIVIL&ENVIRONMENTAL CONSULTANTS, INC. SCALE IN HORIZONTAL FEET SCALE IN VERTICAL FEET PROPOSED GRADE � EATIE FEBRUARY 2024 DWG SCALE: AS SHOWN PROJECT NO: 324-404 (CEC)FROM GEOMORPHIC SURVEY AND TOPOGRAPHIC DATA GATHERED BY SMALL �P/�/ � <A UNMANNED AERIAL SYSTEMS(SUAS)WITH UDAR AND PHOTOGRAPHER SENSOR 000000110i ----- APPROXIMATE EXISTING GROUND SURFACE _ 5991 DRAWING NO.: A PAYLOADS. DATE OF DATA COLLECTION:02/18/2023. 0 10 20 0 5 10 ��, PROPOSED COMPACTED FILL ESEE TITLE SHEET FOR COMPLETE LIST OF REFERENCES.] =C>C OOOOO� PPROP SED ROPOSED EXCAVATION TIE-IN • GINS p�,�` STREAMSTREAM AM SA8(GROUP GRADING PLAN AND PROFILE 34 _____________ GRADE R 8 7 6 1 5 4 1 3 2 1 *SIGNATURE ON FILE 8 7 6 5 4 3 2 SUBMITTAL&REVISION RECORD NO I DATE DESCRIPTION ' _ oero�noxa ..xEN_N.E amnreoTO CLIENT H _ 0 I 0—MI-I ESUM MR 111—NG H 1 uvo 1 1 REVISED AND REEUBNmeD FOR PER—NG --'� ) yam:THE PINS IUYE BEEN CREATED FOR FULL COLOR PLOTTING. INiO 14 IMY BE WsT IN COPYING AND/OR PlOT11NG IN GRAY SG1E. ANY DRAWING T IS NOT PLOTTED IN BULL COLOR SHALL NOT BE CONSIDERED ADEQUATE FOR NORTH----' CONS RUCTON PURPoSES LEGEND ANSONtCOUNTY FARMS X, r/ QpO� -- EXISTING PARCEL LINE 645200705506 ----------' 6P EXISTING INDEX CONTOUR EXISTING INTERMEDIATE CONTOUR i EXISTING STRUCTURE d / i' EXISTING PAVED ROAD EXISTING UNPAVED ROAD i EXISTING FENCE i EXISTING CULVERT G —' �i' �' I ... � � EXISTING DITCH G _ i / 8 ... ...—.. ..._ J % EX/STING STREAM SA9 PROPOSED STREAM SA9 / ��/ CHANNEL,TO BE m8....... ,. STING STREAM ......................h `Y �Y EXISTING STREAM CENTER x .. o i • BACKFlLLED 2 / � x... �/ 485 —FEZ- STREAM FLOW DIRECTION N T o�- \ `� D4 LOG STEP POOL .470 x' / 4646/ O+07 + ) EXISTING WETLAND PFO i a ro - �� LIMITS OF DISTURBANCE(37.898 AC.) // °' 41.�•.- x Js M "r / 6 0 ••' "% PROPOSED STREAM CHANNEL AND CENTERLINE i START OF RESTORATION ; .."„_� x j—' o 0 8466 ....... 966 o x / .. `...�'- PROPOSED INTERMEDIATE CONTOUR 5 POSED INDEX ' A6) ..............8 PR CONTOUR .............. PROPOSED LIMIT OF GRADING JI So (7� DETAIL NUMBER d+00 ✓466 D1 DETAIL DRAWING NUMBER F - - __ ro -.� _' TREATMENT AREAS ,.........470 _ .: PROPOSED CONSERVATION EASEMENT(FENCED) PROPOSED MARSH TREAN EASF � X EME 9 \ 469� \ /. \ \ \ 477 — \ PROPOSED CULVERT PROPOSED BRIDGE -\ ------- --` -\ - PROPOSED STREAM RESTORATION \\ PROPOSED STREAM ENHANCEMENT(LEVEL 1) EXISTING WETLAND 14 GRADE IRREGULAR TOPOGRAPHY t0.5 FEET ALONG ---_.-___ - ---� PROPOSED STREAM ENHANCEMENT(LEVEL 2) PROPOSED STREAM FLOODPLAIN - --- PROPOSED WETLAND REHABILITATION \� v PROPOSED WETLAND ENHANCEMENT � max WbkfP-9.3' i � A FI I 0 1 TYPICAL POOL SECTION PLAN VIEW SCALE IN FEET bT'�kf--�s.' Dmaz-0.7' D 0 10 20 Abkf-3.20 SgFt D 1 3.6' TYPICAL RIFFLE SECTION Abkf-BANKFULL AREA RWbkf=BANKFULL WIDTH ry D—MAXIMUM BANKFULL DEPTH g GROUP 2 TYPICAL STREAM SECTIONS e n o 0 N.T.S. o F II �rn � II� ^ o n 47a w II n 475 w °> C PROPOSED THALWEG GRADE C ^. -3.59% Zi w a APPROXIMATE EXISTING GROUND SURFACE PROPOSED BANK FULL GRADE 470 -1.a5% -1,24% 470 -2.52% 3 -2.5 P RESTORATION as P h 0 465 6 m m a "< e e m 465 00 a I DJ u e w 0 w / / / 0 460 0 0 L 460 ,-,-IA e019 - a 2i Civil&Environmental Consultants,Inc. g i Z a s u 700 Cherrington Parkway-Moon Township,PA 15108 Ph:412.429.2324 800.365.2324 Fax:412.429.2114 y www.cecinc.com 455 455 RESTORATION SYSTEMS, LLC a 0+00 0+50 1+00 1+50 2+00 2+40 VMC ROCKINGHAM QUARRY STREAM SA9 CENTERLINE PROFILE PRM SITE - STREAM RESTORATION SCALE H:1"=10'; V:1"=5' — `,s;�N,CAgO••,,, WADESBORO, ANSON COUNTY 8 (VERTICAL EXAGGERATION OF 2X) LEGEND ?��.'po N•i•Z: NORTH CAROLINA DRAWN BY. CCR/LKC CHECKED BY: CC APPROVED BY: CMM* REFERENCE SCALE IN HORIZONTAL FEET SCALE IN VERTICAL FEET PROPOSED GRADE ' j�onre FEEIRUARY 2024 DWG SCALE: AS SHOWN PROJECT No: 324-404 A 1.EXISTING TOPOGRAPHY PREPARED BY CIVIL&ENVIRONMENTAL CONSULTANTS, INC. ----- APPROXIMATE EXISTING GROUND SURFACE _ S9B7 M 0 10 20 0 5 10 ��, PROPOSED COMPACTED FILL i a DRAWING NO.: A (CEC)FROM GEOMORPHIC SURVEY AND TOPOGRAPHIC DATA GATHERED BY SMALL •O2�` STREAM �� PAYLOADS. DATE OFNED AERIAL DATAMCOLLECTIONIT02/1DAR AND 8/2023.PHOTOGRAPHER SENSOR =C>C)\>`}0 PROPOSED GRADE EXCAVATION TIE-IN � NOIMtta pd`,�� STREAM SA9 STA.0+00-2A+40(GROUP 2) ------------- kL,M 'C [SEE TITLE SHEET FOR COMPLETE UST OF REFERENCES.] R 8 7 6 1 5 4 1 3 2 1 *SIGNATURE ON FILE 8 7 6 5 4 3 2 SUBMITTAL&REVISION RECORD 467 '._ --4sa ' Z N.O. oDAE DESCRIPTION rozDo mory H mrs1—1 ISSUID wn aem—NG H 467- 'kOg6 / 0� 4��,, .. ozroznou REYssD RE BM DFORPERMnnrvG Mom:THE PIN HAYS BEEN CREATED FOR FULL COLOR PLOTTING. INFOR 14 IMY BE LOST IN COPYING AND/OR PLOTTING bS / IN GRAY SCNE. ANY DRAWING T IS NOT PLDTIEO IN FULL COLOR SHNL NOT BE CONSIOEREO ADEQUATE FOR / I -J / CONSIRUCTON PURPOSES NORTH '., `/ 2 LOG STEP POOL SO AN 645200705506 / p4 / N COUNTY FARMS , EN W \ EXISTING PARCEL LINE .,•. __________ / \ fi y/ _ _ D 500 EXISTING INDEX CONTOUR 6 / \ 463 �% - -------- EXISTING INTERMEDIATE CONTOUR LEGEND / J END OF RESTORATION \, _ EXISTING STRUCTURE \ I" (3+73.1) - 462 EXISTING PAVED ROAD EXISTING UNPAVED ROAD EXISTING FENCE EXISTING CULVERT C' / x v, PROPOSED STREAM - --- s s / ED 5TR SA9 J 46�••"""'•..�� / �� M CHANNEL TO BE 46A"�✓y � EXISTING DITCH —\ 46 EXISTING STREAM CENTER ..... STREAM , 0 x .: a63/n � s _ S n 2 � I ( �Z- STREAM LF OW DIRECTION CENT ERLINE BACK EXIS G WETLAND \ 'a � LIMITS OF DISTURBANCE)37.898 AC. \ \ S I / i 6 I � \ � - "• --- i� PROPOSED STREAM CHANNEL AND CENTERLINE x / � 0+0 (+5) h 6" DR b / 985 PROPOSED INDEX CONTOUR ,�J` / 966 PROPOSED INTERMEDIATE CONTOUR T - -........ ., " F .............................. PROPOSED LIMIT OF GRADING n1 •••• �_ti. I' DETAIL NUMBER D1 DETAIL DRAWING NUMBER X PROPOSED AIION EMENT P _ V �`----- - '/ AW PROPOSED CMARSH�TREATMENT AREAS(FENCED) F m - 464 / ` PROPOSED CULVERT � ��—._ ""... �a / PROPOSED STREAM SA3 � \ —... PROPOSED BRIDGE \ -- ,�\ ; , PROPOSED STREAM RESTORATION Im PROPOSED STREAM ENHANCEMENT(LEVEL 1) \ EXISTING STREAM s19 A �;' - PROPOSED STREAM ENHANCEMENT(LEVEL 2) PROPOSED WETLAND REHABILITATION J� r PROPOSED WETLAND ENHANCEMENT GRADE IRREGULAR TOPOGRAPHY t0.5 FEET ALONG -� / I PROPoSED STREAM FLOODPLAIN I 463 E / I 463 E / � / j.- ,�"' 464—!•'. .. ` O / EXISTING STREAM SA3- `L\ i W 6h / Wbkfp=9.3' / ICY, I o yh I ;i Abkf= 10.30 SgFt max 1.8 t/ f TYPICAL POOL SECTION PLAN VIEW SCALE IN FEET �bkf-.s�.' Dmaz-0.7' D 0 10 20 Abkf=3.20 SgFt D 1 TYPICAL RIFFLE SECTION Abkf=BANKFULL AREA NWbkf=BANKFULL WIDTH ry Dmax=MAXIMUM BANKFULL DEPTH g GROUP2 TYPICAL STREAM SECTIONS +� N.T.S. FII o� +n R 470 o F II II a n 470 � aw >� NII Ilp C PROPOSED BANKFULL GRADE >��' N n C ^• PROPOSED THALWEG GRADE a APPROXIMATE EXISTING GROUND SURFACE > J PM STA-3462.E 465 -366% 465 -3.679, RESTORATION -1.86% PROPoSED STREAM SA3 i 3 a e e -------�- Z h O 460 460_0 SYSTEMS I LLC w AW 0 455 W 455 B - r7 , , VIA B - _ a Civil&Environmental Consultants,Inc. 700 Cherrington Parkway-Moon Township,PA 15108 Z t Ph:412.429.2324-800.365:2324-Fax:412.429.2114 450 450 www.CBCinC.COm RESTORATION SYSTEMS, LLC a z+ao z+so 3+00 3+50 3+76 VMC ROCKINGHAM QUARRY STREAM SA9 CENTERLINE PROFILE SCALE H:1"=10'; V:1"=5' PRM SITE - STREAM RESTORATION w — `,s;�N,CAgO••,,, WADESBORO, ANSON COUNTY 8 ) FESSIp' ��(VERTICAL EXAGGERATION OF 2X) LEGEND �.'p0 N'r'•Z: NORTH CAROLINA 4 DRAWN BY. CCR/LKC CHECKED BY: CCR APPROVEDBY: CMM* REFERENCE SCALE IN HORIZONTAL FEET SCALE IN VERTICAL FEET PROPOSED GRADE ' j�oATe FEBRUARY 20241 DWG SCALE: AS SHOWN PROJECT NO: 324404 A 1.EXISTING TOPOGRAPHY PREPARED BY CIVIL&ENVIRONMENTAL CONSULTANTS, INC. ----- APPROXIMATE EXISTING GROUND SURFACE _ 5991 M 0 10 20 0 5 10 ��, PROPOSED COMPACTED FILL i a DRAWING NO.: A (CEC)FROM GEOMORPHIC SURVEY AND TOPOGRAPHIC DATA GATHERED BY SMALL " 36 PAYLOADS. DATE OFNED AERIAL SYSTEMS COLLECTION:02/1DAR AND 8/2023.PHOTOGRAPHER SENSOR PROPOSED GRADEPROP SED TIE-IN C NOIMt�4%Pd � STREAM S 9 STA. -3AND(GROUP 2) TION ------------- Kt.. tl.. [SEE TITLE SHEET FOR COMPLETE UST OF REFERENCES.] R 8 7 6 1 5 4 1 3 2 1 *SIGNATURE ON FILE 8 7 6 5 4 3 2 TSTREAM SUBMITTAL&REVISION RECORD 7�SAM AAA DESCRIPTION SUMITTED TO CLIENT H 011SIMI- ESUID ORR 111—NG H IS-11 REVISED AND REEUFOR PENMrTNG .......... NGM THE HAVE BEEN Ca—PDR PLOTTING. INFID-14—BE LOST IN COPYING AND/Ort P1,DTING ANSON COUNTY FARMS • IN GRAY ANY DRAIIIING IS IN EJI 0D.R S—NOT BE 0314S.R.—QU—Fort 645200705506 CONSTRU—N!PURPOSES. NORTH PROPOSED STREAM SA3 BRAIDED EPHEMERAL FLOW PAT" \ ---- /� D1 LEGEND PROPOSED STREAM SAI EXISTING PARCEL LINE WF,"AND IS 500 EXISTING INDEX CONTOUR z —————— EXISTING INTERMEDIATE CONTOUR EXISTING STRUCTURE EXISTING PAVED ROAD --------------- EXISTING UNPAVED ROAD LAST OF PESTORATION J EXISTING FENCE 'jTj J." C- EXISTING CULVERT EXISTING DITCH G EXISTING STREAM SA10 EXISTING STREAM CENTERILIN — — E EX STING STREAM CHANNEL,TO BE BACKFILLED STREAM FLOW DIRECTION EXISTING WETLAND(PRO) ———— ——— —----- LIMITS OF DISTURBANCE(37.898 AC.) ............. —0 1+15+3 PROPOSED STREAM CHANNEL AND CENTERLINE 1\\ 965 PROPOSED INDEX CONTOUR 966 PROPOSED INTERMEDIATE CONTOUR .............................. PROPOSED LIMIT OF GRADING TAIL NUMBER END OF RESTORATION 2 DE 455 (1+31 2) 1 DRAWING NUMBER —X— PROPOSED CONSERVATION EASEMENT(FENCED) F PROPOSED MARSH TREATMENT AREAS F ............. 11287 PROPOSED CULVERT T PROPOSED BRIDGE.......... PROPOSED STREAM RESTORATION ........... .................... PROPOSED STREAM ENHANCEMENT(LEVEL 1) ;< 5 6;� ......................... D4 2 PROPOSED STREAM ENHANCEMENT(LEVEL 2) LOG STEP POOL PROPOSED WETLAND REHABILITATION PROPOSED WETLAND ENHANCEMENT PROPOSED STREAM SA10 USE TRANSPLANT SOD MATS AND LIVE STAKES AS NECESSARY IN OUTSIDE BENDS DURING CONSTRUCTION ........... E E DrI Wbkfp 9 2' > TV Abkf 10.00 SqFt PLAN VIEW .0 SCALE IN FEET M' 0 10 20 TYPICAL POOL SECTION D Dirr-0.6 Abkf=3.10 SqFt D TYPICAL RIFFLE SECTION Abkf=BMKFULL AREA Wbkf=BMKFULL WIDTH 465 465 Dmox=MAXIMUM BMKFUUL DEPTH GROUPI 0 z PROPOSED BANKFULL GRADE TYPICAL STREAM SECTIONS I N.T.S. PROPOSED THALWEG GRADE 460 PROPOSED SAID BRAIDED EPHEMERAL FLOW PATH T460 —PROPOSED STREAM SA3 PIA STA 1+04 8 PM STA 0+0.0 X A C ELEV 456.5 ELEV 455:8� s PVI STA- 1+36.1 -0.73% ffi -1.87% -L6% _�ELEV 455.2 455 455 z z 0 APPROXIMATE EXISTING GROUND SURFACE RESTORATION 450 450 Ld ED SYSTEMS I LLC d 'W AV 7 AF F flAW RIA 4 445 445 t1; B B Civil&Environmental Consultants,Inc. 700 Cherrington Parkway-Moon Township,PA 15108 Ph:412.429.2324-800.365:2324-Fax:412.429.2114 4401 440 www'cocinc.com T 0+00 0+50 1+DO 1+36 RESTORATION SYSTEMS, LLC STREAM SA10 CENTERLINE PROFILE VMC ROCKINGHAM QUARRY SCALE H:1"=10'; V:1"=5' PRM SITE - STREAM RESTORATION WADESBORO, ANSON COUNTY (VERTICAL EXAGGERATION OF 2X) LEGEND NORTH CAROLINA TOP By CCR/LKC I CHECKED BY: CCRIA PROVEDBY: cm!! REFERENCE HORIZONTAL FEET SCALE IN VERTICAL FEET PROPOSED GRADE FEBR kRy UI 20241 DWG SCALE: AS SHOWN PROJECT NO: 324404 A ........ ...... APPROXIMATE EXISTING GROUND SURFACE 5991 1.EXISTING TOPOGRAPHY PREPARED BY CIVIL&ENVIRONMENTAL CONSULTANTS, INC. DRAWING NO.: A (CEC)FIR M GEOMORPHIC SURVEY AND TOPOGRAPHIC DATA GATHERED BY SMALL 0 10 20 0 5 10 PROPOSED COMPACTED FILL UNNED AERIAL SYSTEMS(,OAS)WITH UDAR AND PHOTOGRAPHER SENSOR >00000000<>C� PROP SED EXCAVATION TIE GI STREAM GRADING PLAN AND PROFILE 37 PAYLOADS. DATE OF DATA COLLECTION:022023. ----------------- PROPOSED GRADE AT -IN STREAM SAIO(GROUP 1) r,FF Tin F—FT EPR,PPmPi FTF I—PF RFFFRFNPFR 1KL.MC 8 7 6 1 5 4 1 3 21 1 *SIGNATURE ON FILE 8 7 6 5 4 3 2 SUBMITTAL&REVISION RECORD / NO DATE DESCRIPTION 1 I oero�nozsI DESIGN PIANS SUMITTED TO CLIENT H X m� H 1-1 REVISED AND REsusNNmeD FOR RERNnnNQ 1` NGM THE-HAVE BEEN CREATED MR FULL COLOR PLOTTING. INFORNATXIN IMY BE LOST IN COPYING AND/OR PLOTTING IN GRAY SCALE. ANY DRAWING THAT IS NOT PLOTTED IN NLL COLOR SHALL NOT BE CONSIDERED ADEQUATE FOR CONSIRUCTON PURPOSES.NORTH j I ANSON COUNTY FARMS 645200705506 LEGEND PROPOSED HYDE FLOODPLAIN CULVERTS TO BE INSTALLED -- EXISTING PARCEL LINE AS NEEDED. LOCATIA71ON TO BE DETERMINED AT TIME OF EXISTING INDEX CONTOUR CONSTRUCTION AND APPROVED BY DESIGN ENGINEER. -------- EXISTING INTERMEDIATE CONTOUR FLOODPLAIN CULVERTS TO BE LOCATED OUTSIDE OF THE ( O EXISTING STRUCTURE CONSERVATION EASEMENT. EX��✓�� \ �� - EXISTING UNPAVED ROAD \ / - EXISTING FENCE EXISTING WETLAND 17 _ EXISTING CULVERT G `\yam"- EXISTING DITCH G / y / \ - - --- EXISTING STREAM CENTERLINE LL T EXISTING STREAM CHANNEL,TO BE - \- 4 ROCK CONSTRUCTED RIFFLE 2 LOG STEP POOL \ / BACKFILLED V D5 i D4 \ •••........., \ j \ PROPOSED STREAM SA11 \ STREAM FLOW DIRECTION •..... ,.• � ��.= EXISTING WETLAND(PFO \ EX/STING 30••CPR CULVERT / h \\ OMITS OF DISTURBANCE)(37.898 AC.) y __ i START OF RESTORATION k y xA \ x ................. (0+39.9) � /p., \\ x� 9p> � 0to. . . .CY+570 PROPOSED STREAM CHANNEL AND CENTERLINE 464 O ............... h "•om.. .............. k ,,.•" PROPOSED INDEX CONTOUR 4 u, "� � 966 ..... PROPOSED INTERMEDIATE CONTOUR ................ _ _ �^ _9• kba c' 63 ' •...,,6'.,..•463 + PROPOSED LIMIT OF GRADING x �' A /x s7� .. DETAIL NUMBER 0 '\^`= A6 DETAIL DRAWING NUMBER ---- _ -- I 464 '�.ti D1 0+5 _ A65 V �\ 2 2x �6C, ' X PROPOSED CONSERVATION EASEMENT(FENCED) 0 F - - ---- _ / •,.'' \\ 463 \0U 00 PROPOSED MARSH TREATMENT AREAS F - // A PROPOSED STREAM RESTORATION \ ......... •.• .,.. \ .. �; PROPOSED CULVERT �\ ••'••. PROPOSED BRIDGE _ rT- / (REPLACE AND UPGRADE EXISTING � •..... ""-••-1_• ---_ � _--- --___ \�� \\ `� s k� \ CULVERT WITH FLOODPLAIN CULVERTS. \ - _ - ............... tix + \ \ •."" _- PROPOSED STREAM ENHANCEMENTL J\\yY ADD BANK BOULDERS TO `��" .;• ---- -_-- / \\ / BANK BOULDERS 3 __ __ PROPOSED STREAM ENHANCEMENT(LEVEL 2) --- D5 SIDES OF POOLS ��_-__- \ --- 'p - --_-_- -- ----- ---- _ T� \ PROPOSED WETLAND REHABILITATION ........... �� EXISTING STREAM SA 11 -..-..-. - - -"'-" - �.. - � - ,,, -� -� \ �"'- •._ __ -- �-�__ PROPOSED WETAND ENHANCEMENT \ --- _ a ... ... \\\\ D< Dmax 1.8' Wbkfp=9.3 Abkf= 10.30 SgFt �y PLAN VIEW \ -� ��S,CALE IN FEET A TYPICAL POOL SECTION 0 10 20 DmQ Wbkf 6. Abkf-3.20 SgFt D 3.6' D TYPICAL RIFFLE SECTION Abkf=BANKFULL AREA ry Wbkf=BANKFULL WIDTH o Druz AXIMUM BANKFULL DEPTH ry REPLACE AND UPGRADE CULVERT +s f GROUP 2 g WITH FLOODPLAIN CULVERTS II v PROPOSED BANKFULL GRADE -"' s' o 470 „ "" a N N N 470 TYPICAL STREAM SECTIONS F II h N II II< N N.T.S. PVI STA=0+00.0 S [PROPOSED THALWEG GRADE �^ II< ELEV= 465.3 EXISTING CULVERT ��' N II IS II II APPROXIMATE EXIST/N0 e GROUND SURFACE 465 C C 460 460 N Z "< z w " a a O n 8 o o + o w o w Zi w „ h a o m w w „ w h J 455 - ° 455 J RESTORATIONSYSTE W LC w W E 1 J, z ry o a a z z „-, AF aso U a � � � aso 7 B Civil&Environmental Consultants,Inc. B i 700 Cherrington Parkway-Moon Township,PA 15108 Ph:412.429.2324-800.365.2324-Fax:412.429.2114 445 445 www.cecinc.com RESTORATION SYSTEMS, LLC a o+oo o+so 1+00 „ 1+so z+oo z+ao VMC ROCKINGHAM QUARRY STREAM SA11 CENTERLINE PROFILE SCALE H:1"=10'; V:1"=5' PRM SITE - STREAM RESTORATION w — `,s;�N,CAgO••,,, WADESBORO, ANSON COUNTY 8 (VERTICAL EXAGGERATION OF 2X) LEGEND ?��.'po N,`y: NORTH CAROLINA 4 DRAWN BY CCR/LKC CHECKED BV: CCR APPROVED BV: CMM* REFERENCE SCALE IN HORIZONTAL FEET SCALE IN VERTICAL FEET PROPOSED GRADE ' 'onTe FEBRUARY 20241 DWG SCALE: AS SHOWN PROJECT NO: 324-404 A 1.EXISTING TOPOGRAPHY PREPARED BY CIVIL&ENVIRONMENTAL CONSULTANTS, INC. ----- APPROXIMATE EXISTING GROUND SURFACE _ 5991 (CEC)FROM GEOMORPHIC SURVEY AND TOPOGRAPHIC DATA GATHERED BY SMALL 0 10 20 0 5 10 \��\ PROPOSED COMPACTED FILL QY DRAWING NO.: A UNMANNED AERIAL SYSTEMS(sUAS)WITH UDAR AND PHOTOGRAPHER SENSOR PROPOSED EXCAVATION �'•,' CNaIMt�4'p`� = STREAM M GRSDTA.O+DO N2+40 (GROUP 2) 38 PAYLOADS. DATE OF DATA COLLECTION:02/18/2023. KC-;; I�„ M [SEE TITLE SHEET FOR COMPLETE UST OF REFERENCES.] rnv R 8 7 6 1 5 4 1 3 2 1 *SIGNATURE ON FILE 8 7 6 5 4 3 2 SUBMITTAL&REVISION RECORD NO DATE DESCRIPTION .. o�rslrzszA ssueG MR ReRmanrvG H �� - .. svomse. Rev seQ nND ResuBNmeQ RaR ReRNnnrva \ mR NOT BE CONSIDERED IN/'•, EXISTING WETLAND 18 Nam:THE PI-HAYS BEEN CREATED MR RILL COLOR PLOTTING. INFO 14 IMY BE LOST IN COPYING AND/OR PLOTTING \ / / ANSON COUNTY FARMS IN GRAY SCNE. ANY DRAWING IS NOT PI 1HAT DTTEO NLL COLOR SHALL ADEQUATE \ EXISTING STREAM SA3 �\ / CONSTRUCTON PURPOSES. \NORTH / 645200705506 � ��•'�..... -----v LEGEND — EXISTING PARCEL LINE 500 EXISTING INDEX CONTOUR \ --------- EXISTING INTERMEDIATE CONTOUR EXISTING STRUCTURE EXISTING UNPAVED ROAD / / ( PROPOSED STREAM SA3 11 00 �z- n * EXISTING FENCE G EXISTING DTCVERT G EXISTING STREAM CENTERLINE EXISTING STREAM CHANNEL,TO BE BACKFILLED / PROPOSED STREAM SAIL STREAM FLOW DIRECTION / �.. rya' i LIMITS OF DISTURBANCE 898 \ \\\ 1 GRADE CONTROL LOG VANE& �`' EXISTING WETLAND PFE)(37. AC.) ••• \ / \.... LOG J-HOOK O+ Y x' M ••,: i••• 00y \ - D3 �--I PROPOSED STREAM(CHANNEL AND CENTERLINE \ sy 1 / 6/ �\\\\4fi.... 985 PROPOSED INDEX CONTOUR INTERMEDIATE CONTOUR ....... .............................. PROPOSED LIMIT OF GRADING 6 PROPOSED .N•• MEDIATE DETAIL NUMBERR -462 2X00 =...�.:� , �' _ Ag �-� x m ___ \\\ D1 DETAIL DRAWING NUMBER ................ . O __ — X (F PROPOSED CONSERVATION EASEMENT NC )F x63 d V/f.�' ---- :r oP x PROPOSED MARSH TREATMENT AREAS F •. 4 0 s _ '................................. ¢5g / O PROPOSED CULVERT _- x o 12k6 ® PROPOSED BRIDGE o � `\. ,.•�' _ �- -- -� \\ --- - e a"'•� PROPOSED STREAM RESTORATION 4gC�\ ---- PROPOSED STREAM ENHANCEMENT(LEVEL 1) O� \ 459 -�\ 2 4+0o PROPOSED STREAM ENHANCEMENT(LEVEL 2) - � � -� LOG STEP POOL, � _ ��`, - J✓ --- \\ D4 GRADE IRREGULAR TOPOGRAPHY t0.5 FEET ALONG q59 •..?60 PROPOSED WETLAND REHABILITATION \ \ PROPOSED STREAM FLOODPLAIN v \ \ --- PROPOSED WETLAND ENHANCEMENT -_ EXISTING STREAM SA II \ I I \ END OF RESTORATION _ \ � (4+15.4) 0 E E Dmax- 1.8' Abkf= 10.30 SgFt PLAN VIEWz.1_ 12.0, SCALE IN FEET v, TYPICAL POOL SECTION 0 10 20 Dmax=0.7' bkf=6. D 'Abkf=3.20 SgFt U TYPICAL RIFFLE SECTION Abkf:BANKFULL AREA ry Wbkf:BANKFULL WIDTH ry 470 470 Dmax-MAXIMUM BANKFULL DEPTH 5 GROUP 2 o f TYPICAL STREAM SECTIONS C3 +o + m II v ,- n N.T.S. r II a n PROPOSED BANKFULL GRADE a II< PROPOSED STREAM SA3 465 - 0w N� A II �II 465 g PROPOSED THALWEG GRADE APPROXIMATE EXISTING _ GROUND SURFACE VIA STA=4+00.8 PVI STA=4+20.3 ELEV= 459.7 ELEV= 459.6 S G -2.20% -1.27% 1 C -0.94% �aso -o.n% 70.21 aso� 0 0 e a � a - e m � m a 455 L L I n a 455 RESTORATION w w w 450 Z G o �`, n a a a a 8 0 450 flAVIA,/ s_ �� _ y G b is 3 B Civil&Environmental Consultants,Inc. g i 700 Cherrington Parkway-Moon Township,PA 15108 445 445 Ph:412.429.2324-800.365.2324-Fax:412.429.2114 www.cecinc.com 2+40 2+50 3+00 n 3+50 4+00 4+20 RESTORATION SYSTEMS, LLC STREAM SA11 CENTERLINE PROFILE g SCALE H:1"=10'; V:1"=5' VMC ROCKINGHAM QUARRY W PRM SITE - STREAM RESTORATION - `,s;�N,CAgO••,,, WADESBORO, ANSON COUNTY 8 (VERTICAL EXAGGERATION OF 2X) LEGEND ?��,'po N,•y: NORTH CAROLINA g DRAWN BY. CCR/LKC CHECKED BY: CCR APPROVEDBY: CMM* REFERENCE SCALE IN HORIZONTAL FEET SCALE IN VERTICAL FEET PROPOSED GRADE ' j�oATe FEBRUARY 20241 DWG SCALE: AS SHOWN PROJECT NO: 324404 A 1.EXISTING TOPOGRAPHY PREPARED BY CIVIL&ENVIRONMENTAL CONSULTANTS,INC. ----- APPROXIMATE EXISTING GROUND SURFACE _ 5991 M DRAWING NO.: A 0 10 20 0 5 10 ��, PROPOSED COMPACTED FILL i a (CEC)FROM GEOMORPHIC SURVEY AND TOPOGRAPHIC DATA GATHERED BY SMALL "02�� 39 PAYLOADS. DATE OF NED AERIAL SYSTEMS COLLECTION:02/1D8/2023.AR AND PHOTOGRAPHER SENSOR PROPOSED GRADEPROP SED ATTIE-IN TION ��Q�C NOIMt�p p � STREAM SAGR STA.2+40 N4+23 (GROUP 2) ------------- KL.MC [SEE TITLE SHEET FOR COMPLETE LIST OF REFERENCES.] R 8 7 6 1 5 4 1 3 2 1 *SIGNATURE ON FILE 8 7 6 5 4 3 2 1 1 SUBMITTAL&REVISION RECORD NO DATE DESCRIPTION VS._ D H H IS-11 REVISED R MM THE P HAVE BEEN UNS CREATED MR NLL COLOR PLOTTING. INPORHATION IMY BE LOST IN COPYING AND/OR PLOTTING IN GRAY SCNE. ANY DRAWING THAT IS NOT PLOTTED IN NLL COLOR SHALL NOT BE CONSIDERED ADEQUATE MR WNSTRUCTON PURPOSES. 550 550 CROSS SECTION LEGEND _ PROPOSED GRADE 550 550 0 540 540 p ��, PROPOSED APPROXIMATE EDCOMPACTED FILL SURFACE ><X><>OO<XX>O<> PROPOSED EXCAVATION — Zo 0 F G 540 540 _J 530 530 G w w -50 -40 -30 -20 -10 0 10 20 30 40 50 -50 -40 -30 -20 -10 0 10 20 30 40 50 STA 0+40(RIFFLE) STA 2+82(RIFFLE) 550 550 550 550 0 540 540 Zp F L: ¢ a F Z — z — -- -- 0 w w F F 540 540 530 530 w w -50 -40 -30 -20 -10 0 10 20 30 40 50 -50 -40 -30 -20 -10 0 10 20 30 40 50 STA 0+72(RIFFLE) STA 3+36(RIFFLE) 550 550 540 540 E z O O �— -- -- ZO E 540 540 � � 530 530 w w w w -50 -40 -30 -20 -10 0 10 20 30 40 50 -50 -40 -30 -20 -10 0 10 20 30 40 50 STA 1+35(RIFFLE) STA 3+69(RIFFLE) 550 550 550 550 p D p 540 540 p p 540 �� 540 p 530 530 530 530 -50 -40 -30 -20 -10 0 10 20 30 40 50 -50 -40 -30 -20 -10 0 10 20 30 40 50 STA 1+74(RIFFLE) STA 4+07(RIFFLE) N 5 y C 550 550 C p 540 540 Zp 540 540 RESTORATION ----- Z Z ° 530 530 530 530 ~ AF -50 -40 -30 -20 -10 0 10 20 30 40 50 w -50 -40 -30 -20 -10 0 10 20 30 40 50 w STA 2+38(RIFFLE) STA 4+82(RIFFLE) flAW A e 7 Civil&Environmental Consultants,Inc. B 700 Cherringlon Parkway-Moon Township,PA 15108 Ph:412.429.2324-800.365.2324-Fax:412.429.2114 www.cecinc.com RESTORATION SYSTEMS, LLC VMC ROCKINGHAM QUARRY W PRM SITE - STREAM RESTORATION — `,s;�N,CAgO••,,, WADESBORO, ANSON COUNTY NORTH CAROLINA REFERENCE _ '' DRAWN BY. CCR/LKC CHECKED BY: CCR APROVED BY: CMM* D— FEBRUARY 20241 DWG SCALE: AS SHOWN PROJECT NO: 324404 ' 1.EXISTING TOPOGRAPHY PREPARED BY CIVIL&ENVIRONMENTAL CONSULTANTS,INC. - 5 DRAWING NO.: A " (CEC)FROM GEOMORPHIC SURVEY AND TOPOGRAPHIC DATA GATHERED BY SMALL _99 UNMANNED AERIAL SYSTEMS(SUAS)WITH LIDAR AND PHOTOGRAPHER SENSOR SCALE IN HORIZONTAL FEET SCALE IN VERTICAL FEET i9j;. p;�? CROSS SECTIONS A O PAYLOADS.DATE OF DATA COLLECTION:02/18/2023. '•,�•Q�C�'GIMt`•P'ri�� STREAM SA1 (,F ESEE TITLE SHEET FOR COMPLETE LIST OF REFERENCES.] 0 10 20 0 10 20 , �(L ,.• R 8 7 6 5 4 3 2 1 *SIGNATURE ON FILE 8 7 6 5 4 3 2 1 1 SUBMITTAL&REVISION RECORD NO DATE DESCRIPTION 540 540 530 530 VS._ D H H IS-11 REVISED z z z z -� o O _� O IN Y�SCALE. ANY CRI-ED MR IS Nor�PLDTIEO IN NLL COLOR SHI11 NOT BE CONSIUERM ADEOUANE{µ'pR PlOT11NG WNSIRUCTON PURPOSES. 530 530 520 520 w w w w -50 -40 -30 -20 -10 0 10 20 30 40 50 -50 -40 -30 -20 -10 0 10 20 30 40 50 STA 5+19(RIFFLE) STA 7+80(RIFFLE) CROSS SECTION LEGEND PROPOSED GRADE APPROXIMATE EXISTING GROUND SURFACE PROPOSED COMPACTED FILL PROPOSED EXCAVATION 540 540 530 530 G G z0 530 530 z z0 520 -- 520LD p F F F F J J J J W W W W 520 520 510 510 -50 -40 -30 -20 -10 0 10 20 30 40 50 -50 -40 -30 -20 -10 0 10 20 30 40 50 STA 5+85(RIFFLE) STA 8+27(RIFFLE) F F 540 540 530 530 zo 530 530 p 520 -- -- -- 520 p LD L 520 520 510 510 -50 -40 -30 -20 -10 0 10 20 30 40 50 -50 -40 -30 -20 -10 0 10 20 30 40 50 E STA 6+20(RIFFLE) STA 8+86(RIFFLE) E 540 540 zz 530 �� 530 p 520 520 L L _ L z � z D O D -- a a 520 5200 9510 w w -50 -40 -30 -20 -10 0 10 20 30 40 50 -50 -40 -30 -20 -10 0 10 20 30 40 50 STA 6+57(RIFFLE) STA 9+37(RIFFLE) 540 540 N 5 L L oC C z0 530 530 p 520 520 L " o o w w F F 520 520 510 �� / 510 RESTORATION ----- - -50 -40 -30 -20 -10 0 10 20 30 40 50 w -50 -40 -30 -20 -10 0 10 20 30 40 50 W STA 7+30(RIFFLE) STA 9+92(RIFFLE) fl ,� AF e 7 Civil&Environmental Consultants,Inc. B 700 Cherringlon Parkway-Moon Township,PA 15108 Ph:412.429.2324-800.365.2324-Fax:412.429.2114 www.cecinc.com RESTORATION SYSTEMS, LLC VMC ROCKINGHAM QUARRY W PRM SITE - STREAM RESTORATION - `,s;�N,CAgO••,,, WADESBORO, ANSON COUNTY g _•o,Qp� N,�.`ti NORTH CAROLINA REFERENCE _ DRAWN BY CCR/LKC 1 CHECKED Rv: CCR APPROVED BY: CMM* DATE FEBRUARY 20241 DWG SCALE: AS SHOWN PROJECT No: 324404 ' 1.EXISTING TOPOGRAPHY PREPARED BY CIVIL&ENVIRONMENTAL CONSULTANTS,INC. A (NO VERTICAL EXAGGERATION) - 5 DRAWING NO.: A " (CEC)FROM GEOMORPHIC SURVEY AND TOPOGRAPHIC DATA GATHERED BY SMALL _99 UNMANNED AERIAL SYSTEMS(BOAS)WITH UDAR AND PHOTOGRAPHER SENSOR SCALE IN HORIZONTAL FEET SCALE IN VERTICAL FEET i9j;. p;�? CROSS SECTIONS 41 PAYLOADS.DATE OF DATA COLLECTION:02/18/2023. '•,�•Q�C�'GIMt`•P'ri�� STREAM SA1 [SEE TITLE SHEET FOR COMPLETE LIST OF REFERENCES.] 0 10 20 0 10 20 ,,,�(� ,.• R 8 7 6 1 5 1 4 1 3 2 1 *SIGNATURE ON FILE 8 7 6 5 4 3 2 1 1 SUBMITTAL&REVISION RECORD NO DATE DESCRIPTION "NSEUMITTED TO CLIENT 520 520 520 520 VS._ o H H ovo nou REVISED __ -- IN G 1HE PIANS HAVE BEEN IS MR NLL COLOR PLOTTING. INPORNATIOT NAY 9E LOSr IN COPYING MD/OR PLOTTING IN GRAY SCNE. ANY DRAWING THAT IS NOT PLOTTED IN NLL COLOR SIU11 NOT BE CONSIOERtD AOEOUATE MR CONSIRUCTON PURPOSES. p 510 ` -- 510 p 510 510 CROSS SECTION LEGEND PROPOSED GRADE APPROXIMATE EXISTING GROUND SURFACE 500 500 500 500 PROPOSED COMPACTED FILL -50 -40 -30 -20 -10 0 10 20 30 40 50 -50 -40 -30 -20 -10 0 10 20 30 40 50 PROPOSED EXCAVATION STA 10+28(RIFFLE) STA 12+73(RIFFLE) G G 520 520 510 510 g 510 510 LD p 500 500 w w w 500 500 490 490 P -50 -40 -30 -20 -10 0 10 20 30 40 50 -50 -40 -30 -20 -10 0 10 20 30 40 50 P STA 10+71 (RIFFLE) STA 13+40(RIFFLE) 520 520 510 510 p 510 510 Q p 500 500 F F F E E 500 500 490 490 —50 —40 —30 —20 —10 0 10 20 30 40 50 —50 —40 —30 —20 —10 0 10 20 30 40 50 STA 11+12(RIFFLE) STA 13+84(RIFFLE) 520 520 510 510 O L L D p 510 �� 510 p 50077- 500 77 a a J J J W W W 500 500 490 490 —50 —40 —30 —20 —10 0 10 20 30 40 50 —50 —40 —30 —20 —10 0 10 20 30 40 50 STA 11+78(RIFFLE) STA 14+24(RIFFLE) N 5 oC C 520 520 510 510 p 510 510 p 500 500 RESTORATION W W W x 500 500 490 490 —50 —40 —30 —20 —10 0 10 20 30 40 50 —50 —40 —30 —20 —10 0 10 20 30 40 50 e STA 12+32(RIFFLE) STA 14+67(RIFFLE) B Civil&Environmental Consultants,Inc. 700 Cherringlon Parkway-Moon Township,PA 15108 Ph:412.429.2324-800.365.2324-Fax:412.429.2114 www.cecinc.com RESTORATION SYSTEMS, LLC VMC ROCKINGHAM QUARRY W PRM SITE - STREAM RESTORATION - `,s;�N,CAgO••,,, WADESBORO, ANSON COUNTY NORTH CAROLINA REFERENCE _ '' DRAWN BY. CCR/LKC CHECKED BY: CCR APPROVED BY: CMM* jz D— FEBRUARY 20241 DWG SCALE: AS SHOWN PROJECT NO: 324404 ' 1.EXISTING TOPOGRAPHY PREPARED BY CIVIL&ENVIRONMENTAL CONSULTANTS,INC. A (NO VERTICAL EXAGGERATION) - 5 DRAWING NO.: A w (CEC)FROM GEOMORPHIC SURVEY AND TOPOGRAPHIC DATA GATHERED BY SMALL _9 �T UNMANNED AERIAL SYSTEMS(SUAS)WITH LIDAR AND PHOTOGRAPHER SENSOR SCALE IN HORIZONTAL FEET SCALE IN VERTICAL FEET ? CROSS SECTIONS w PAYLOADS.DATE OF DATA COLLECTION:02/18/2023. '•,�•Q�C�'GIMt`•P'ri STREAM SECTIONS SA1 (♦L ESEE TITLE SHEET FOR COMPLETE LIST OF REFERENCES.] 0 10 20 0 10 20 , �(� ,.• R 8 7 6 5 4 3 2 1 *SIGNATURE ON FILE 8 7 6 5 4 3 2 SUBMITTAL&REVISION RECORD NO DATE DESCRIPTION ueroT— D H 510 510 500 500 H IS-11 I REVISED _ MM THE P11—I—E BEEN RCRI-EO MR PALL COLOR PLOTTING. INi0RN4TpN IMY BE WET IN COPYING AND/OR PI-TNG IN GRAY SCNE. ANY DRAWING THAT IS NOT PLOTTED IN NLL COLOR SHALL NOT BE CONSIDERED ADEQUATE MR WNSTRUCTON PURPOSES. p 500 a -- -- 500 Z p 490 490 Z O O a CROSS SECTION LEGEND PROPOSED GRADE w W W w APPROXIMATE EXISTING GROUND SURFACE PROPOSED COMPACTED FILL 490 490 480 480 PROPOSED EXCAVATION —50 —40 —30 —20 —10 0 10 20 30 40 50 —50 —40 —30 —20 —10 0 10 20 30 40 50 STA 15+21 (RIFFLE) STA 17+85(RIFFLE) G G 510 510 500 500 p 500 500 p p 490 490 p J J J J W W W W F 490 490 480 480 F —50 —40 —30 —20 —10 0 10 20 30 40 50 —50 —40 —30 —20 —10 0 10 20 30 40 50 STA 15+84(RIFFLE) STA 18+25(RIFFLE) 510 510 500 500 p 500 �� 500 p p 490 —� 490 p E � E w w w w 490 490 480 480 —50 —40 —30 —20 —10 0 10 20 30 40 50 —50 —40 —30 —20 —10 0 10 20 30 40 50 STA 16+20(RIFFLE) STA 18+75(RIFFLE) 510 510 500 500 D D p 500 500 p p 490 490 p J J J J W W W W 490 490 480 480 —50 —40 —30 —20 —10 0 10 20 30 40 50 —50 —40 —30 —20 —10 0 10 20 30 40 50 STA 16+77(RIFFLE) STA 19+15(RIFFLE) N 5 oC C 500 500 500 500 Zo ago / 490 p p 490 aso pRESTORATION — -- ' 480 480 480 480 —50 —40 —30 —20 —10 0 10 20 30 40 50 —50 —40 —30 —20 —10 0 10 20 30 40 50 e 7 STA 17+11 (RIFFLE) STA 19+85(RIFFLE) flAW,�,� Civil&Environmental Consultants,Inc. B 700 Cherringlon Parkway-Moon Township,PA 15108 Ph:412.429.2324-800.365.2324-Fax:412.429.2114 www.cecinc.com RESTORATION SYSTEMS, LLC VMC ROCKINGHAM QUARRY W PRM SITE - STREAM RESTORATION - `,s;�N,CAgO••,,, WADESBORO, ANSON COUNTY g _•o,Qp� N,�.`ti NORTH CAROLINA REFERENCE _ T' DRAWN BY CCR/LKC CHECKED Rv: CCR APPROVEDBY: CMM* D— FEBRUARY 20241 DWG SCALE: AS SHOWN PROJECT NO: 324404 ' 1.EXISTING TOPOGRAPHY PREPARED BY CIVIL&ENVIRONMENTAL CONSULTANTS,INC. A (NO VERTICAL EXAGGERATION) - 5 DRAWING NO.: A w (CEC)FROM GEOMORPHIC SURVEY AND TOPOGRAPHIC DATA GATHERED BY SMALL _99 UNMANNED AERIAL SYSTEMS(sUAS)WITH LiDAR AND PHOTOGRAPHER SENSOR SCALE IN HORIZONTAL FEET SCALE IN VERTICAL FEET i9j;. p;�? CROSS SECTIONS w PAYLOADS.DATE OF DATA COLLECTION:02/18/2023. '•,��Q�C�'GIMt`� �� $TREAM SA1 (,F [SEE TITLE SHEET FOR COMPLETE LIST OF REFERENCES.] 0 10 20 0 10 20 ,,,KL ,.• R 8 1 7 1 6 5 1 4 1 3 2 1 1 *SIGNATURE ON FILE 8 7 6 5 4 3 2 1 1 SUBMITTAL&REVISION RECORD NO DATE DESCRIPTION uero�— D H H IS-11 REVISED 500 500 MM 1HE PUNS NAPE BEEN RCRI-ED MR NLL COLOR PLOTTING. INPORNATpN IMY BE MET IN COPYING AND/OR PLOTTING IN GRAY SCNE. ANY DRAWING THAT IS NOT PIOTIED IN NLL COLOR SIW.L NOT BE CONSIDERED ADEQUATE MR WNSTRUCTON PURPOSES. CROSS SECTION LEGEND 490 490 0 PROPOSED GRADE APPROXIMATE EXISTING GROUND SURFACE PROPOSED COMPACTED FILL w / w PROPOSED EXCAVATION 480 480 —50 —40 —30 —20 —10 0 10 20 30 40 50 G STA 20+30(RIFFLE) G 500 500 a aso 490 0 F w / w F 480 480 —50 —40 —30 —20 —10 0 10 20 30 40 50 STA 20+93(RIFFLE) 490 490 L E v E zO 480 480 0 F F> LJ W LD W W 470 470 ------- —50 —40 —30 —20 —10 0 10 20 30 40 50 STA 21+32(RIFFLE) O 490 490 D ZO 480 480 0 F F W W a 470 470 —50 —40 —30 —20 —10 0 10 20 30 40 50 5 STA21+71 (RIFFLE) 'C C 490 490 RESTORATION 0 480 480 o a a : ,/ AF g 470 470 B -100 -90 -80 -70 -60 -50 -40 -30 -20 -10 0 10 20 30 40 50 60 70 80 90 100 Civil&Environmental Consultants,Inc. qSTA 22+11 (RIFFLE) 700 Cherringlon Parkway-Moon Township,PA 15108 Ph:412.429.2324-800.365.2324-Fax:412.429.2114 www.cecinc.com RESTORATION SYSTEMS, LLC VMC ROCKINGHAM QUARRY W PRM SITE - STREAM RESTORATION -g `,s;�N,CAgO••,,, WADESBORO, ANSON COUNTY FES31, ��_•o,Qp� NORTH CAROLINA REFERENCE _ '' DRAWN BY. CCR/LKC CHECKED BY: CCR APPROVED BY: CNIN• D— FEBRUARY 20241 DWG SCALE: AS SHOWN PROJECT NO: 324-404 ' 1.EXISTING TOPOGRAPHY PREPARED BY CIVIL&ENVIRONMENTAL CONSULTANTS,INC. - 5991 DRAWING NO.: A w (CEC)FROM GEOMORPHIC SURVEY AND TOPOGRAPHIC DATA GATHERED BY SMALL _99 UNMANNED AERIAL SYSTEMS(BOAS)WITH LIDAR AND PHOTOGRAPHER SENSOR SCALE IN HORIZONTAL FEET SCALE IN VERTICAL FEET i9j;. p;�? CROSS SECTIONS 44 PAYLOADS.DATE OF DATA COLLECTION:02/18/2023. '•,�•Q�C IMt`•P'ri�� STREAM SA1 [SEE TITLE SHEET FOR COMPLETE LIST OF REFERENCES.] 0 10 20 0 10 20 , �(L ,.• R 8 7 6 5 4 1 3 2 1 *SIGNATURE ON FILE 8 7 6 5 4 3 2 1 1 SUBMITTAL&REVISION RECORD NO DATE DESCRIPTION 500 500 oero+noxa DESIGN H H o-1 REVISED NOTE.THE PUNS HAVE BEEN RCREATED MR NLL COLOR PLOTTING. INPORHATpN IMY BE LOST IN COPYING AND/OR PLOTTING IN GRAY SCNE. ANY DRAWING THAT IS NOT PLOTTED IN NLL COLOR SHALL NOT BE CONSIDERED ADEQUATE MR WNSTRUCTON PURPOSES. 490 490 z — z CROSS SECTION LEGEND o _ __ o PROPOSED GRADE 'Q' APPROXIMATE EXISTING GROUND SURFACE J 480 480 -Li PROPOSED COMPACTED FILL w w PROPOSED EXCAVATION G G 470 470 -100 -90 -80 -70 -60 -50 -40 -30 -20 -10 0 10 20 30 40 50 60 70 80 90 100 STA 22+60(RIFFLE) 490 490 L tz F z 480 -- -- / 480 p F F F J J W W 47D 470 -100 -90 -80 -70 -60 -50 -40 -30 -20 -10 0 10 20 30 40 50 60 70 80 90 100 STA 23+34(RIFFLE) 490 490 E -- E p 480 -- -- -- ----_ 480 p F F a J J W W 47D 470 -100 -90 -80 -70 -60 -50 -40 -30 -20 -10 0 10 20 30 40 50 60 70 80 90 100 STA 23+90(RIFFLE) D D 490 490 z 480 480 ZO F F ^ Zi J J N W W N 5 470 470 -100 -90 -80 -70 -60 -50 -40 -30 -20 -10 0 10 20 30 40 50 60 70 80 90 100 G STA 24+30(RIFFLE) D 490 490 RESTORATION ----- '� L e p 480 ' 480 z B M Civil&Environmental Consultants,Inc. B 700 Cherringlon Parkway-Moon Township,PA 15108 470 470 Ph:412.429.2324-800.365.2324-Fax:412.429.2114 -100 -90 -110 -70 -60 -50 -40 -30 -20 -10 0 10 20 30 40 50 60 70 80 90 100 www.cecinc.com STA 24+83(RIFFLE) RESTORATION SYSTEMS, LLC VMC ROCKINGHAM QUARRY W PRM SITE - STREAM RESTORATION - `,s;�N,CAgO••,,, WADESBORO, ANSON COUNTY NORTH CAROLINA REFERENCE _ '' DRAWN BY. CCR/LKC CHECKED BY: CCR APPROVED BY: CNIN• D— FEBRUARY 20241 DWG SCALE: AS SHOWN PROJECT NO: 324-404 ' 1.EXISTING TOPOGRAPHY PREPARED BY CIVIL&ENVIRONMENTAL CONSULTANTS,INC. A (NO VERTICAL EXAGGERATION) - 5 DRAWING NO.: A w (CEC)FROM GEOMORPHIC SURVEY AND TOPOGRAPHIC DATA GATHERED BY SMALL _99 UNMANNED AERIAL SYSTEMS(BOAS)WI (,F TH LIDAR AND PHOTOGRAPHER SENSOR SCALE IN HORIZONTAL FEET SCALE IN VERTICAL FEET i9j;. p;�? CROSS SECTIONS A 5 PAYLOADS.DATE OF DATA COLLECTION:02/18/2023. '•,�•Q�C�'GIMt`•P'ri�� STREAM SA1 ESEE TITLE SHEET FOR COMPLETE LIST OF REFERENCES.] 0 10 20 0 10 20 ,,,�(� ,.• R 8 7 6 5 4 3 2 1 *SIGNATURE ON FILE 8 7 6 5 4 3 2 SUBMITTAL&REVISION RECORD NO I DATE DESCRIPTION 490 490 VS._ D H H IS-11 REVISED MM THE PIANS HAVE BEEN RCRFATED FUR FULL COLOR PLOTTING. INFOR 14 IMY BE LOST IN COPYING AND/OR PLOTTING IN GRAY SCNE. ANY DRAWING THAT IS NOT PLOTTED IN NLL COLOR SHALL NOT BE CONSIDERED ADEQUATE FOR WNSTRUCTON PURPOSES. zz 480 -- -- -- --- 480 z CROSS SECTION LEGEND w w PROPOSED GRADE APPROXIMATE EXISTING GROUND SURFACE 470 470 PROPOSED COMPACTED FILL -100 -90 -80 -70 -60 -50 -40 -30 -20 -10 0 10 20 30 40 50 60 70 80 90 100 PROPOSED EXCAVATION STA 25+20(RIFFLE) G G 490 490 zz 480 �� 480 z LD J J 77 W W 47070 P -100 -90 -80 -70 -60 -50 -40 -30 -20 -10 0 10 20 30 40 50 60 70 80 90 100 P STA 25+56(RIFFLE) 480 480 z --- --- z 0 0 '0 470 W W -100 -90 -80 -70 -60 -50 -40 -30 -20 -10 0 10 20 30 40 50 60 70 80 90 100 E STA 26+43(RIFFLE) E ------ 480 480 o — -- --- -- --- -- -- -- -- -- o 0 2 a a 470 470 w W -100 -90 -80 -70 -60 -50 -40 -30 -20 -10 0 10 20 30 40 50 60 70 80 90 100 STA 26+91 (RIFFLE) D D 480 480 F 470 470 N W -100 -90 -80 -70 -60 -50 -40 -30 -20 -10 0 10 20 30 40 50 60 70 80 90 100 W 5 STA 27+29(RIFFLE) 'C C 480 480 RESTORATION Z Z 0 0 470 470 -100 -90 -80 -70 -60 -50 -40 -30 -20 -10 0 10 20 30 40 50 60 70 80 90 100 STA 27+72(RIFFLE) 'W JW AF AW IA7 e Civil&Environmental Consultants,Inc. B 700 Cherringlon Parkway-Moon Township,PA 15108 Ph:412.429.2324-800.365.2324-Fax:412.429.2114 www.cecinc.com RESTORATION SYSTEMS, LLC VMC ROCKINGHAM QUARRY W PRM SITE - STREAM RESTORATION - `,s;�N,CAgO••,,, WADESBORO, ANSON COUNTY g _•o,Qp� N,�.`ti NORTH CAROLINA REFERENCE _ '' DRAWN BY. CCR/LKC CHECKED BY: CCR APPROVED BY: CMM* jz D— FEBRUARY 20241 DWG SCALE: AS SHOWN PROJECT NO: 324404 ' 1.EXISTING TOPOGRAPHY PREPARED BY CIVIL&ENVIRONMENTAL CONSULTANTS,INC. - 5991 DRAWING NO.: A w (CEC)FROM GEOMORPHIC SURVEY AND TOPOGRAPHIC DATA GATHERED BY SMALL _99 UNMANNED AERIAL SYSTEMS(SUAS)WITH LIDAR AND PHOTOGRAPHER SENSOR SCALE IN HORIZONTAL FEET SCALE IN VERTICAL FEET i9j;. p;�? CROSS SECTIONS A PAYLOADS.DATE OF DATA COLLECTION:02/18/2023. '•,�•Q�C�'GIMt`•P'ri�� STREAM SA1 (,F ESEE TITLE SHEET FOR COMPLETE LIST OF REFERENCES.] 0 10 20 0 10 20 , �(� ,.• R 8 7 6 5 4 3 2 1 *SIGNATURE ON FILE 8 7 6 5 4 3 2 SUBMITTAL&REVISION RECORD NO DATE DESCRIPTION 480 480 VS._ D H H -- -- z IS-11 REVISED z RI-ED MR O o IN GRAY ANY DI-NNGCIH IS Nor�PLDTIEO IN NLL COLOR SHI11 NOT BE CONSIUEREDADEOUA�E MR PlOT11NG F __ -- -- -- -- F WNSIRUCTON PURPOSES. 470 470 M'J1 w w -100 -90 -80 -70 -60 -50 -40 -30 -20 -10 0 10 20 30 40 50 60 70 80 90 100 STA 28+12(RIFFLE) CROSS SECTION LEGEND PROPOSED GRADE APPROXIMATE EXISTING GROUND SURFACE PROPOSED COMPACTED FILL PROPOSED EXCAVATION 480 480 G z ��'— z G o — — o -- Fc 470 --- 470 t w w -100 -90 -80 -70 -60 -50 -40 -30 -20 -10 0 10 20 30 40 50 60 70 80 90 100 STA 28+92(RIFFLE) 480 480 F L t F 0 470 470 0 / tc J J W W 460 460 —100 —90 —80 —70 —60 —50 —40 —30 —20 —10 0 10 20 30 40 50 60 70 80 90 100 STA 29+45(RIFFLE) E E 480 480 -- -- -- z0 470 -- --- -- 470 p J J W W 460 460 —100 —90 —80 —70 —60 —50 —40 —30 —20 —10 0 10 20 30 40 50 60 70 80 90 100 STA 29+98(RIFFLE) D D 480 480 — -- tz --- -- N p 470 -- -- -- -- -- -- -- 470 p W W oC C 460 460 —100 —90 —80 —70 —60 —50 —40 —30 —20 —10 0 10 20 30 40 50 60 70 80 90 100 STA 30+30(RIFFLE) J RESTORATION 480 480 JW AF B zo 470 -- -- 47o z , , , B a / a Civil&Environmental Consultants,Inc. �j 700 Cherringlon Parkway-Moon Township,PA 15108 w w Ph:412.429.2324-800.365:2324-Fax:412.429.2114 www'cocinc.com 460 460 RESTORATION SYSTEMS, LLC S —100 —90 —80 —70 —60 —50 —40 —30 —20 —10 0 10 20 30 40 50 60 70 80 90 100 STA 30+79(RIFFLE) VMC ROCKINGHAM QUARRY W PRM SITE - STREAM RESTORATION s�N,CAg0••" WADESBORO, ANSON COUNTY g _•o,Qp� N,�.`ti NORTH CAROLINA REFERENCE _ 77 RY. CCR/LKC CHECKED BY: CCR APPROVEDBY: CMN* D— FEBRUARY 20241 DWG SCALE: AS SHOWN PROJECT No: 324-404 'A 1.EXISTING TO DIGRAPH ENVIRONMENTAL RAPHY PREPARED BY CIVIL&ENONMENTAL CONSULTANTS,INC. (NO VERTICAL EXAGGERATION) - 5991 DRAWING NO A w (CEC)FROM GEOMORPHIC SURVEY AND TOPOGRAPHIC DATA GATHERED BY SMALL _99 UNMANNED AERIAL SYSTEMS(BOAS)WITH UDAR AND PHOTOGRAPHER SENSOR SCALE IN HORIZONTAL FEET SCALE IN VERTICAL FEET i9j;. p;�? CROSS SECTIONS A PAYLOADS.DATE OF DATA COLLECTION:02/18/2023. '•,��Q�C�'GIMt`.P'ri�� STREAM SAI (,F [SEE TITLE SHEET FOR COMPLETE LIST OF REFERENCES.] 0 10 20 0 10 20 .,,�(� ,.• R 8 7 6 1 5 1 4 3 2 1 *SIGNATURE ON FILE 8 7 6 5 4 3 2 1 1 SUBMITTAL&REVISION RECORD NO DATE DESCRIPTION 480 480 VS._ D H H IS-11 REVISED AND R MM THE P HAVE BEEN UNS CREATED MR FALL COL PORHATp OR PLOTTING. INN IMY BE LOST IN COPYING AND/OR PLOTTING IN GRAY SCNE. ANY DRAWING THAT IS NOT PLOTTED IN NLL COLOR SHALL NOT BE CONSIDERED ADEQUATE MR CONSTRUCTON PURPOSES. p 470 -- --- -- -- 470 p — -- F CROSS SECTION LEGEND LD PROPOSED GRADE ----- APPROXIMATE EXISTING GROUND SURFACE 460460 PROPOSED COMPACTED FILL —100 —90 —80 —70 —60 —50 —40 —30 —20 —10 0 10 20 30 40 50 60 70 80 90 100 PROPOSED EXCAVATION STA 31+21 (RIFFLE) G G 480 480 p 470 --- 470 p J W W 460 460 F —100 —90 —80 —70 —60 —50 —40 —30 —20 —10 0 10 20 30 40 50 60 70 80 90 100 F STA 31+63(RIFFLE) 480 480 p 470 470 p E / E w / w 460 460 —100 —90 —80 —70 —60 —50 —40 —30 —20 —10 0 10 20 30 40 50 60 70 80 90 100 STA 32+00(RIFFLE) 480 480 D L D p 470 470 p -- — 460 460 —100 —90 —80 —70 —60 —50 —40 —30 —20 —10 0 10 20 30 40 50 60 70 80 90 100 STA 32+86(RIFFLE) N 5 oC C 480 480 L p 470 470 p RESTORATION -- -- -- -- i 460 460 JW AF —100 —90 —80 —70 —60 —50 —40 —30 —20 —10 0 10 20 30 40 50 60 70 80 90 100 STA 33+41 (RIFFLE) flAW e Civil&Environmental Consultants,Inc. B 700 Cherringlon Parkway-Moon Township,PA 15108 Ph:412.429.2324-800.365.2324-Fax:412.429.2114 www.cecinc.com RESTORATION SYSTEMS, LLC VMC ROCKINGHAM QUARRY W PRM SITE - STREAM RESTORATION — `,s;�N,CAgO••,,, WADESBORO, ANSON COUNTY g _•o,Qp� N,�.`ti NORTH CAROLINA REFERENCE _ DRAWN BY CCR/LKC CHECKED Rv: CCR APPROVEDBY: CMM* D— FEBRUARY 20241 DWG SCALE: AS SHOWN PROJECT NO: 324404 ' 1.EXISTING TOPOGRAPHY PREPARED BY CIVIL&ENVIRONMENTAL CONSULTANTS,INC. A (NO VERTICAL EXAGGERATION) - 5 DRAWING NO.: A w (CEC)FROM GEOMORPHIC SURVEY AND TOPOGRAPHIC DATA GATHERED BY SMALL _99 UNMANNED AERIAL SYSTEMS(sUAs)WITH LiDAR AND PHOTOGRAPHER SENSOR SCALE IN HORIZONTAL FEET SCALE IN VERTICAL FEET i9j;. 't�? CROSS SECTIONS w PAYLOADS.DATE OF DATA COLLECTION:02/18/2023. '•,�•Q�C�'GIMt`� �� STREAM SA1 (,F [SEE TITLE SHEET FOR COMPLETE LIST OF REFERENCES.] 0 10 20 0 10 20 ,,,KL ,.• R 8 1 7 6 5 1 4 3 2 1 1 *SIGNATURE ON FILE 8 7 6 5 4 3 2 SUBMITTAL&REVISION RECORD NO DATE DESCRIPTION 470 470 Sero+nozs1 DESIGN .. S+rs1— ISSUED MR'11—NU H v -- H —_ -- -- -- -- � Rewseo nrvo Resusmnreo FOR reRmnnrvD -- -- Szroznou z z PIL—HAVE SEEN O O IN�GRAY—SCNE. ANY ORAWINGCTHAT—IS NOTPLOTTED IN MI COLOR SHALL NOT BE WNSIOE EDADEa NE AND/OR PlOT11NG F / F WNSIRUCTON PURPOSES. 460 460 w w —100 —90 —80 —70 —60 —50 —40 —30 —20 —10 0 10 20 30 40 50 60 70 80 90 100 STA 33+76(RIFFLE) CROSS SECTION LEGEND PROPOSED GRADE APPROXIMATE EXISTING GROUND SURFACE PROPOSED COMPACTED FILL PROPOSED EXCAVATION 480 480 G G p 470 470 p 460 I . . . . I . . . . I . . . . =7 I 460 —100 —90 —80 —70 —60 —50 —40 —30 —20 —10 0 10 20 30 40 50 60 70 80 90 100 STA 34+18(RIFFLE) F F 470 470 Z -- -- -- Z F F 460 77- / 460 w w —100 —90 —80 —70 —60 —50 —40 —30 —20 —10 0 10 20 30 40 50 60 70 80 90 100 STA 34+64(RIFFLE) E E 470 470 � 460 -- -- 460 LD F F J J W W 450 450 —106 —90 —80 —70 —60 —50 —40 —30 —20 —10 0 10 20 30 40 50 60 70 80 90 100 STA 35+90(RIFFLE) D D 470 470 p 460 460 ry � Zi Zi g J J W W oC C 450 450 —50 —40 —30 —20 —10 0 10 20 30 40 50 STA 36+33(RIFFLE) RESTORATION 470 470 AW7 -- B p 460 _— __ -- -- 460 p FIA , , B a Civil&Environmental Consultants,Inc. 700 Cherringlon Parkway-Moon Township,PA 15108 w w Ph:412.429.2324-800.365:2324-Fax:412.429.2114 www.cecinc.com 450 450 RESTORATION SYSTEMS, LLC S —50 —40 —30 —20 —10 0 ,o zo 30 40 so STA 36+80(RIFFLE) VMC ROCKINGHAM QUARRY � W PRM SITE - STREAM RESTORATION — `,s;�N,CAgO••,,, WADESBORO, ANSON COUNTY NORTH CAROLINA REFERENCE _ '' DRAWN BY. CCR/LKC CHECKED BY: CCR APPROVED BY: CMM* o z DATE FEBRUARY 20241 DWG SCALE: AS SHOWN PROJECT NO: 324404 ' 1.EXISTING TOPOGRAPHY PREPARED BY CIVIL&ENVIRONMENTAL CONSULTANTS,INC. - 5991 DRAWING NO.: A w (CEC)FROM GEOMORPHIC SURVEY AND TOPOGRAPHIC DATA GATHERED BY SMALL _99 UNMANNED AERIAL SYSTEMS(BOAS)WITH LIDAR AND PHOTOGRAPHER SENSOR SCALE IN HORIZONTAL FEET SCALE IN VERTICAL FEET i9j;. p;�? CROSS SECTIONS w PAYLOADS.DATE OF DATA COLLECTION:02/18/2023. '•,��Q�C�'GIMt`�P'ri�� STREAM SA1 (,F ESEE TITLE SHEET FOR COMPLETE LIST OF REFERENCES.] 0 10 20 0 10 20 , �(� ,.• R 8 7 6 1 5 1 4 1 3 2 1 *SIGNATURE ON FILE 8 7 6 5 4 3 2 SUBMITTAL&REVISION RECORD NO DATE DESCRIPTION uero�— D H 470 470 H IS-11 I REVISED y(M 1HE PUNS NAPE BEEN RCRI-ED MR PALL COLOR PLOTTING. INPORNATpN IMY BE LOST IN COPYING AND/OR PLOTTING IN GRAY SCNE. ANY DRAWING THAT IS NOT PIOTIED IN NLL COLOR SIW.L NOT BE CONSIDERED ADEQUATE MR ^ WNSIRUCTON PURPOSES. v -- -- -- -- -- -- v p 460 460 p 460 460 -- z CROSS SECTION LEGEND ZO PROPOSED GRADE W W r r ----- APPROXIMATE EXISTING GROUND SURFACE 450 450 450 450 PROPOSED COMPACTED FILL PROPOSED EXCAVATION w w -50 -40 -30 -20 -10 0 10 20 30 40 50 -50 -40 -30 -20 -10 0 10 20 30 40 50 STA 37+25(RIFFLE) STA 39+87(RIFFLE) G G 470 470 p 4'0 460 p 460 460 -- z W W o r s F 450 450 450 450 F w w —50 —40 —30 —20 —10 0 10 20 30 40 50 —50 —40 —30 —20 —10 0 10 20 30 40 50 STA 37+69(RIFFLE) STA 40+35(RIFFLE) 470 470 -- p 460 460 zo 460 460 E ¢ ¢ -- -- -- � E z -- -- z w w O / O 450 450 450 450 w w —50 —40 —30 —20 —10 0 10 20 30 40 50 —50 —40 —30 —20 —10 0 10 20 30 40 50 STA 38+02(RIFFLE) STA 40+76(RIFFLE) 470 470 D _ _ D p 460 -- 460 p 460 460 z — z z -- -- -- -- — -- z w w o o 450 450 w 450 450 w —50 —40 —30 —20 —10 0 10 20 30 40 50 —50 —40 —30 —20 —10 0 10 20 30 40 50 " STA 38+63(RIFFLE) STA 41+19(RIFFLE) N 5 oC C 470 470 _ p 460 -- -- 460 z 460 460 .. RESTORATION z -- -- -- -- -- z w w O o 450 450 450 450 AF —50 —40 —30 —20 —10 0 10 20 30 40 50 W —50 —40 —30 —20 —10 0 10 20 30 40 50 W f1AF,�IA e 7 STA 39+04(RIFFLE) STA 41+66(RIFFLE) e Civil&Environmental Consultants,Inc. 700 Cherringlon Parkway-Moon Township,PA 15108 Ph:412.429.2324-800.365.2324-Fax:412.429.2114 www.cecinc.com RESTORATION SYSTEMS, LLC VMC ROCKINGHAM QUARRY W PRM SITE - STREAM RESTORATION - `,s;�N,CAgO••,,, WADESBORO, ANSON COUNTY g _•o,Qp� N,�.`ti NORTH CAROLINA REFERENCE DRAWN BY. CCR/LKC CHECKED BY: CCR APPROVED BY: CMM* ' 1.EXISTING TOPOGRAPHY PREPARED CIVIL ENVIRONMENTAL CONSULTANTS,INC. FEBRUARY 2024 DWG SCALE: AS SHOWN P ROJECT NO: 324404 A - RAW w (CEC)FROM GEOMORPHIC SURVEY)A AND TOPOGRAPHIC (NO VERTICAL EXAGGERATION) 5 D INGNO.: A GRAPHIC DATA GATHERED BY SMALL _99 UNMANNED AERIAL SYSTEMS(BOAS)WITH UDAR AND PHOTOGRAPHER SENSOR SCALE IN HORIZONTAL FEET SCALE IN VERTICAL FEET NS 5� PAYLOADS.DATE OF DATA COLLECTION:02/18/2023. '•,�•Q�C�'GIMt`•P'ri�� STREAM CROSS SECTIONS ESEE TITLE SHEET FOR COMPLETE LIST OF REFERENCES.] 0 10 20 0 10 20 , �(� ,.• R 8 7 6 5 4 3 2 1 *SIGNATURE ON FILE 8 7 6 5 4 3 2 1 1 SUBMITTAL&REVISION RECORD NO DATE DESCRIPTION uero�— D H H IS-11 REVISED y(M 1HE PUNS NAPE BEEN RCRI-ED MR NLL COLOR PLOTTING. INPORNATpN,MY BE MET IN COPYING AND/OR PLOTTING IN GRAY SCNE. ANY DRAWING THAT IS NOT PIOTIED IN NLL COLOR SIW.L NOT BE CONSIDERED ADEQUATE MR CONSTRUCTON PURPOSES. CROSS SECTION LEGEND PROPOSED GRADE APPROXIMATE EXISTING GROUND SURFACE PROPOSED COMPACTED FILL PROPOSED EXCAVATION G G 460 460 z -- z 0 0 450 450 w u —50 —40 —30 —20 —10 0 10 20 30 40 50 STA 42+13(RIFFLE) F F 460 460 z z o -- -- _ o 450 aso w u -50 -40 -30 -20 -10 0 10 20 30 40 50 STA 42+85(RIFFLE) E E 460 460 z z o — o -- -- - ------ 450 aso w u —50 —40 —30 —20 —10 0 10 20 30 40 50 STA 43+29(RIFFLE) D D 460 460 z z o 450 aso LD -50 -40 -30 -20 -10 0 10 20 30 40 50 STA 43+70(RIFFLE) N 5 'C C flRESTORATION ,/ AF e 7 Civil&Environmental Consultants,Inc. B 700 Cherringlon Parkway-Moon Township,PA 15108 Ph:412.429.2324-800.365.2324-Fax:412.429.2114 www.cecinc.com RESTORATION SYSTEMS, LLC VMC ROCKINGHAM QUARRY W PRM SITE - STREAM RESTORATION - `,s;�N,CAgO••,,y WADESBORO, ANSON COUNTY pE881p �•w NORTH CAROLINA g `•Q,4'Q,O N1�•Z DRAWN BY. CCR/LKC 1 CHECKED BY: CCR APPROVED BY: CNIN• REFERENCE - ojz D— FEBRUARY 20241 DWG SCALE: AS SHOWN PROJECT NO: 324-404 ' 1.EXISTING TOPOGRAPHY PREPARED BY CIVIL&ENVIRONMENTAL CONSULTANTS,INC. A (NO VERTICAL EXAGGERATION) - 5 DRAWING NO.: A w (CEC)FROM GEOMORPHIC SURVEY AND TOPOGRAPHIC DATA GATHERED BY SMALL _99 UNMANNED AERIAL SYSTEMS(BOAS)WITH LIDAR AND PHOTOGRAPHER SENSOR SCALE IN HORIZONTAL FEET SCALE IN VERTICAL FEET i9j;. p;�? CROSS SECTIONS 51 PAYLOADS.DATE OF DATA COLLECTION:02/18/2023. '•,�•Q�C�'GIMt`•P'ri�� STREAM SAI [SEE TITLE SHEET FOR COMPLETE LIST OF REFERENCES.] 0 10 20 0 10 20 ,,,�(� ,.• R 8 1 7 6 5 1 4 3 2 1 *SIGNATURE ON FILE 8 7 6 5 4 3 2 1 1 SUBMITTAL&REVISION RECORD NO DATE DESCRIPTION VS._ D H 520 520 H IS-11 I REVISED y(M 1HE PUNS NAPE BEEN RCREATED RR RLL COLOR PLOTTING. INPOR-N IMY BE-IN COPYING AND/OR PLOTTING IN GRAY SCNE. ANY DRAWING THAT IS NOT PIDTIED IN FULL COLOR SIW.L NOT BE CONSIDERED ADEQUATE RR WNSIRUCTON PURPOSES. p 510 �� 51D �z CROSS SECTION LEGEND J J PROPOSED GRADE W W APPROXIMATE EXISTING GROUND SURFACE PROPOSED COMPACTED FILL 500 500 >000000000<> PROPOSED EXCAVATION -30 -20 -10 0 10 20 30 STA 0+28(RIFFLE) G G 510 510 500 500 z z 0 0 500 500 p 490 490 p -30 -20 -10 0 10 20 30 STA 0+72(RIFFLE) -- -- — w w F 480 480 F -30 -20 -10 0 10 20 30 510 510 STA 0+27(RIFFLE) z -- o -- z o — 500 500 JI 490 490 .. w -30 -20 -10 0 10 20 30 W -- STA 1+37(RIFFLE) — z z 0 0 480 ✓ 480 w w E -30 -20 -10 0 10 20 30 E 510 510 STA 0+62(RIFFLE) z z o -D 500 500 JI 490 490 w -30 -20 -10 0 10 20 30 W STA 1+78(RIFFLE) z z o — 0 480 / 480 w w -30 -20 -10 0 10 20 30 D 510 510 STA 1+06(RIFFLE) D z z o _ o S00 500 �'JI 490 490 w -30 -20 -10 0 10 20 30 W STA 2+40(RIFFLE) N — — N p 480 480 0 510 510 w C C z0 470 1 1470 -30 -20 -10 0 10 20 30 soo -- soo STA 1+56(RIFFLE) W W -30 -20 -10 0 10 20 30 STA 2+74(RIFFLE) RESTORATION ----- 510 510 ,�,�,� e W 7 o o Civil&Environmental Consultants,Inc. e 700 Cherringlon Parkway-Moon Township,PA 15108 500 500 JI Ph:412.429.2324-800.365:2324-Fax:412.429.2114 w -30 —20 -10 0 10 20 30 W www'cocinc.com STA 3+04(RIFFLE) RESTORATION SYSTEMS, LLC VMC ROCKINGHAM QUARRY STREAM SA2(GROUP 1)LEVEL I ENHANCEMENT STREAM SA2(GROUP 3) PRM SITE - STREAM RESTORATION W CROSS SECTIONS CROSS SECTIONS `,+�N CAq"0••,, WADESBORO, ANSON COUNTY NORTH CAROLINA _ • DRAWN BY CCR/LICC CHECKED BY: CCR APPROVED BY: (,'MM. a REFERENCE ' D— FEBRUARY 20241 DWG SCALE: AS SHOWN PROJECT NO: 324-404 8 1.EXISTING TOPOGRAPHY PREPARED BY CIVIL&ENVIRONMENTAL CONSULTANTS, INC. - 5991��/ ` A (NO VERTICAL EXAGGERATION) DRAWINGNO.: A (CEC)FROM GEOMORPHIC SURVEY AND TOPOGRAPHIC DATA GATHERED BY SMALL 99 w UNMANNED AERIAL SYSTEMS(BUAS)WITH UDAR AND PHOTOGRAPHER SENSOR SCALE IN HORIZONTAL FEET SCALE IN VERTICAL FEET i9j;, p•�? CROSS SECTIONS 52 PAYLOADS. DATE OF DATA COLLECTION:02/18/2023. %Q�C N�I_Mt`•P'�.'�� STREAM SA2 L [SEE TITLE SHEET FOR COMPLETE UST OF REFERENCES.] 0 10 20 0 10 20 ,,,�(� ,.• R 8 7 6 5 4 3 2 1 *SIGNATURE ON FILE 8 7 6 5 4 3 2 1 1 SUBMITTAL&REVISION RECORD NO DATE DESCRIPTION 480 480 oero+noxa1 DESIGN H H 1-1 REVISED MM THE PVNS HAVE BEEN RCRFATED FOR FULL COLOR PLOTTING. INFORHADON IMY BE LOST IN COPYING AND/OR PLOTTING IN GRAY SCNE. ANY DRAWING THAT IS NOT PLOTTED IN NLL COLOR SIW.L NOT BE CONSIDERED ADEQUATE FOR tz CONSTRUCTON PURPOSES. F 480 480 p 470 -- 470 470 470 LL F / F z z Zi EJ z -- -- z CROSS SECTION LEGEND O O w w2 LD PROPOSED GRADE ¢ ¢ ¢ ¢ APPROXIMATE EXISTING GROUND SURFACE , J 470 --- 470 J 460 46O J 46O 460 J PROPOSED COMPACTED FILL w —30 —20 —10 0 10 20 30 w —30 —20 —10 0 10 20 30 w —30 —20 —10 0 10 20 30 w PROPOSED EXCAVATION STA 0+45(RIFFLE) STA 2+69(RIFFLE) STA 5+40(RIFFLE) G G 480 480 480 480 tz -- L t p 470 -- 470 p p 470 470 z0 470 470 t t= z z w w w w o O F H 460 460 460 460 -D 460 460 F -30 -20 -10 0 10 20 30 -30 -20 -10 0 10 20 30 w -30 -20 -10 0 10 20 30 w F STA 0+97(RIFFLE) STA 3+10(RIFFLE) STA 5+80(RIFFLE) 480 480 t_ t p 470 470 p 470 470 470 470 E z z z z E w w O O O O F F F H 460 460 J1 460 460 460 460 w w w w —30 —20 —10 0 10 20 30 —30 —20 —10 0 10 20 30 —30 —20 —10 0 10 20 30 STA 1+41 (RIFFLE) STA 3+90(RIFFLE) STA 6+36(RIFFLE) 480 480 D E D p 4707, -- 470 470 470 470 470 >a >a> L -- L J J Z z z Z w w o 0 0 -- -- O h h 460 460 -Li 460 460 � � 460 460 —30 —20 —10 0 10 20 30 —30 —20 —10 0 10 20 30 —30 —20 —10 0 10 20 30 STA 1+81 (RIFFLE) STA 4+40(RIFFLE) STA 6+83(RIFFLE) s C C 480 480 t_ t_ g 470 470 RESTORATION 470 470 470 470 ¢> — _ .� Z L z z z z w w o O o 0 0 460 460 L 460 460 460 460 f1AFW JW AF —30 —20 —10 0 10 20 30 —30 —20 —10 0 10 20 30 —30 —20 —10 0 10 20 30 STA 2+26(RIFFLE) STA 4+80(RIFFLE) STA 7+24(RIFFLE) A R Civil&Environmental Consultants,Inc. g 700 Cherringlon Parkway-Moon Township,PA 15108 Ph:412.429.2324-800.365.2324-Fax:412.429.2114 www.cecinc.com RESTORATION SYSTEMS, LLC VMC ROCKINGHAM QUARRY W PRM SITE - STREAM RESTORATION - `,s;�N,CAgO••,,, WADESBORO, ANSON COUNTY NORTH CAROLINA _ • DRAWN BY CCR/LICC CHECKED BY: CCR APPROVED BY: (,'MM. a REFERENCE ' D— FEEIRUARY 20241 DWG SCALE: AS SHOWN PROJECT NO: 324404 8 1.EXISTING TOPOGRAPHY PREPARED BY CIVIL&ENVIRONMENTAL CONSULTANTS, INC. - 5991 L A (NO VERTICAL EXAGGERATION) DRAWINGNO.: A (CEC)FROM GEOMORPHIC SURVEY AND TOPOGRAPHIC DATA GATHERED BY SMALL 99 w UNMANNED AERIAL SYSTEMS(SEAS)WITH UDAR AND PHOTOGRAPHER SENSOR SCALE IN HORIZONTAL FEET SCALE IN VERTICAL FEET i9j;. p•�? CROSS SECTIONS �� PAYLOADS. DATE OF DATA COLLECTION:02/18/2023. Q,C _Mt`•P?.°�� STREAM SA3 [SEE TITLE SHEET FOR COMPLETE DST OF REFERENCES.] 0 10 20 0 10 20 �(� ,.• R 8 7 6 1 5 1 4 1 3 2 1 *SIGNATURE ON FILE 8 7 6 5 4 3 2 1 1 SUBMITTAL&REVISION RECORD NO DATE DESCRIPTION 470 470 oero+noxa1 DESIGN H H 1-1 REVISED R MM THE PIANS HAVE BEEN CRFATED FOR FULL COLOR PLOTTING. INFORHATxN IMY BE LOST IN COPYING AND/OR PLOTTING IN GRAY SCNE. ANY DRAWING THAT IS NOT PLOTTED IN NLL COLOR SIW.L NOT BE CONSIDERED ADEQUATE FOR tz CONSTRUCTON PURPOSES. 470 470 460 -- 460 460 460 z z Z Z z z CROSS SECTION LEGEND O -_ O w w O O PROPOSED GRADE APPROXIMATE EXISTING GROUND SURFACE PROPOSED COMPACTED FILL 460 460 J 450 450 J 450 450 J w -30 -20 -10 0 10 20 30 w -30 -20 -10 0 10 20 30 w -30 -20 -10 0 10 20 30 w PROPOSED EXCAVATION STA 7+80(RIFFLE) STA 10+18(RIFFLE) STA 12+60(RIFFLE) G G 470 470 470 470 p 460 460 p p 460 -- 460 z 460 460 460 460 a a a a z w w w w O o O o F H F F aso aso aso aso aso 450 -Li 450 4so F -30 -20 -10 0 10 20 30 -30 -20 -10 0 10 20 30 w -30 -20 -10 0 10 20 30 w w -30 -20 -10 0 10 20 30 w F STA 8+20(RIFFLE) STA 10+61 (RIFFLE) STA 13+05(RIFFLE) STA 15+00(RIFFLE) 470 470 470 470 460 460 z -- —— -- z —� L tz L a J o p 460 460 z p 460 -- 460 p 460 460 450 450 LD a a a a -- -- -- w -30 -20 -10 0 10 20 30 w E STA 15+50(RIFFLE) E w w w o 0 450 aso 450 aso J7 aso 450 w w -30 -20 -10 0 10 20 30 -30 -20 -10 0 10 20 30 -30 -20 -10 0 10 20 30 STA 8+72(RIFFLE) STA 11+19(RIFFLE) STA 13+55(RIFFLE) � 460 460 � 0 O F F 470 470 470 470 -Li 450 450 w w -30 -20 -10 0 10 20 30 STA 15+90(RIFFLE) D D p 460 460 p 460 460 z 460 460 LD tz — _ z z O a a h h 450 450 450 450 � 450 450 -30 -20 -10 0 10 20 30 -30 -20 -10 0 10 20 30 -30 -20 -10 0 10 20 30 STA 9+14(RIFFLE) STA 11+69(RIFFLE) STA 14+02(RIFFLE) s C C 470 470 470 470 L tz z 460 460 z z 460 z a O D O -- -- 460 O 460 460 L L RESTORATION o -- O w w w w F F 450 450 450 450 450 450 -30 -20 -10 0 10 20 30 -30 -20 -10 0 10 20 30 -30 -20 -10 0 10 20 30f1AF1 STA 9+72(RIFFLE) STA 12+10(RIFFLE) STA 14+50(RIFFLE) 7 R Civil&Environmental Consultants,Inc. 700 Cherringlon Parkway-Moon Township,PA 15108 Ph:412.429.2324-800.365.2324-Fax:412.429.2114 www.cecinc.com RESTORATION SYSTEMS, LLC VMC ROCKINGHAM QUARRY W PRM SITE - STREAM RESTORATION - `,s;�N,CAgO••,,, WADESBORO, ANSON COUNTY NORTH CAROLINA _ • DRAWN BY CCR/LKC CHECKED BY: CCR APPROVED BY: CMNI. a REFERENCE ' D— FEEIRUARY 20241 DWG SCALE: AS SHOWN PROJECT NO: 324-404 8 1.EXISTING TOPOGRAPHY PREPARED BY CIVIL&ENVIRONMENTAL CONSULTANTS, INC. - 5991� L A (NO VERTICAL EXAGGERATION) DRAWINGNO.: A (CEC)FROM GEOMORPHIC SURVEY AND TOPOGRAPHIC DATA GATHERED BY SMALL 99 w UNMANNED AERIAL SYSTEMS(SEAS)WITH UDAR AND PHOTOGRAPHER SENSOR SCALE IN HORIZONTAL FEET SCALE IN VERTICAL FEET i9j;. p•�? CROSS SECTIONS A PAYLOADS. DATE OF DATA COLLECTION:02/18/2023. 4 Q�C'��I_Mt`•P?.° STREAM SA3 [SEE TITLE SHEET FOR COMPLETE DST OF REFERENCES.] 0 10 20 0 10 20 ,,,�(� ,.• R 8 7 6 1 5 1 4 1 3 2 1 *SIGNATURE ON FILE 8 7 6 5 4 3 2 1 1 SUBMITTAL&REVISION RECORD NO DATE DESCRIPTION 560 560 550 550 oero+noxa1 DESIGN H H uvomou REVISED -- -- -- -' IN G 1HE PIANS HAVE BEEN RCRE I FOR FULL COLOR PLOTTING. INFORNNIOT NAY BE LOBS IN COPYING FOR PLOTTING IN GRAY SON ANY DRAWING THAT IS NOT PLDTIEO IN NLL COLOR BIU11 NOT BE CONBIOEREO AOEOUATE FOR CONSIRUCTON PURPOSES. p 550 550 p p 540 540 F F F F CROSS SECTION LEGEND w w w w PROPOSED GRADE APPROXIMATE EXISTING GROUND SURFACE 540 540 530 530 PROPOSED COMPACTED FILL -30 -20 -10 0 10 20 30 -30 -20 -10 0 10 20 30 PROPOSED EXCAVATION STA 0+10(RIFFLE) STA 3+26(RIFFLE) G G 560 560 550 550 z 550 550 p z 540 -- 540 z J J J J W W W W 540 540 530 530 F —30 —20 —10 0 10 20 30 —30 —20 —10 0 10 20 30 F STA 0+70(RIFFLE) STA 3+70(RIFFLE) 560 560 550 550 p 550 550 z p 540 540 z E -- -- Zi Zi Zi E J J J J W W W W 540 540 530 530 —30 —20 —10 0 10 20 30 —30 —20 —10 0 10 20 30 STA 1+36(RIFFLE) STA 4+20(RIFFLE) 560 560 550 550 D D p 550 550 p z 540 540 z i J J J J W W W W 540 1 1 540 530 i i i i i 530 N —30 —20 —1STA 1+70(RIFFLE)0 20 30 —30 —20 10STA 4+80(RIFFLE)0 20 30 c c 550 550 z -- z 540 540------ - W -30 -20 -10 0 10 20 30 W RESTORATION STA 2+20(RIFFLE) AF j7ff R sso sso Civil&Environmental Consultants,Inc. B q z z 700 Cherrington Parkway-Moon Township,PA 15108 O O Ph:412.429.2324-800.365.2324-Fax:412.429.2114 a a www.cecinc.com 540 540 RESTORATION SYSTEMS LLC W -30 -20 —10 0 10 20 30 STA 2+80(RIFFLE) W VMC ROCKINGHAM QUARRY � W PRM SITE - STREAM RESTORATON -g `s; Aq0••,,, WADESBORO, ANSON COUNTY Q`�N,FEssla <I,_o,Qp� NORTH CAROLINA _ • DRAWN BV. CCR/LICC CHECKED BY: CCR APPROVED BV: CMM• o REFERENCE ' S�10�� ATE: FEBRUARV 2024 DWG SCALE: ASSHOWN PROJECT NO: 324-404 A 1.EXISTING TOPOGRAPHY PREPARED BY CIVIL&ENVIRONMENTAL CONSULTANTS, INC. (NO VERTICAL EXAGGERATION) -9 DRAWING NO.: A (CEC)FROM GEOMORPHIC SURVEY AND TOPOGRAPHIC DATA GATHERED BY SMALL SCALE IN HORIZONTAL FEET SCALE IN VERTICAL FEET `-s9�` �? UNMANNED AERIAL SYSTEMS(BUAS)WITH UDAR AND PHOTOGRAPHER SENSOR J".QArO CROSS SECTIONS PAYLOADS. DATE OF DATA COLLECTION:02/18/2023. 0 10 20 0 10 20 (,'KC- „ STREAM SAS [S 55 EE TITLE SHEET FOR COMPLETE UST OF REFERENCES.] R 8 7 6 5 4 3 2 1 WSIONATURE ON FILE 8 7 6 5 4 3 2 SUBMITTAL&REVISION RECORD NO I DATE DESCRIPTION 530 530 VS._ D H H IS-11 REVISED R N—THE—HAVE BEEN CREATED MR NLL COLOR PLOTTING. INPORHATION IMY BE LOST IN COPYING AND/OR PLOTTING IN GRAY SCNE. ANY DRAWING THAT IS NOT PLOTTED IN NLL COLOR SHALL NOT BE CONSIDERED ADEQUATE MR CONSTRUCTON PURPOSES. 0 520 520 510 510 z -- z CROSS SECTION LEGEND O O PROPOSED GRADE APPROXIMATE EXISTING GROUND SURFACE PROPOSED COMPACTED FILL 510 510 J 500 500 J w w-30 -20 -10 0 10 20 30 -30 -20 -10 0 10 20 30 PROPOSED EXCAVATION STA 0+04(RIFFLE) STA 3+30(RIFFLE) G G 520 520 510 510 z -- -- z z z 0 0 0 — o 510 510 soo soo 510 510 LDLDw w -30 -20 -10 0 10 20 30 -30 -20 -10 0 10 20 30 _ STA 0+70(RIFFLE) STA 3+56(RIFFLE) 0 -- -- — — 0 tR F 500 500 F w w -30 -20 -10 0 10 20 30 STA 0+40(RIFFLE) 520 520 z — z o — — o 510 510 510 510 LD -30 -20 -10 0 10 20 30 w STA 1+14(RIFFLE) o -- — z 500 500 w w E -30 -20 -10 0 10 20 30 E STA 0+52(RIFFLE) 520 520 z z o c� 9 sio sio 510 510 LD -30 -20 -10 0 10 20 30 w STA 1+60(RIFFLE) 0 500 — 500 0 D 520 520 D w w 490 aso -30 -20 -10 0 10 20 30 STA 0+73(RIFFLE) 0 510---- s10 0 N EJ J J 5 w w 500 1 1 1 1 1 1 1 1 1 500 -30 -20 -10 0 10 20 30 STA 2+05(RIFFLE) c C 520 520 RESTORATION -- STREAM SA6 CROSS SECTIONS 0 510 -- — 510 0 flAWii 7 e 506 soo e -30 -20 -10 0 10 20 30 Civil&Environmental Consultants,Inc. q STA 2+70(RIFFLE) 700 Cherringlon Parkway-Moon Township,PA 15108 Ph:412.429.2324-800.365:2324-Fax:412.429.2114 www.cecinc.com STREAM SA7 RESTORATION SYSTEMS, LLC CROSS SECTIONS VMC ROCKINGHAM QUARRY W PRM SITE - STREAM RESTORATION - `,s;�N,CAgO••,,, WADESBORO, ANSON COUNTY g ;•o•p� N;.`ti NORTH CAROLINA _ •4 DRAWN BY CCR/LKC CHECKED BY: CCR APPROVED BY: CMME o REFERENCE ' .r7�1�� 'DATE'. FEBRUARY 2024 DWG SCALE: AS SHOWN PROJECT NO: 324-404 A 1.EXISTING TOPOGRAPHY PREPARED BY CIVIL do ENVIRONMENTAL CONSULTANTS, INC. (NO VERTICAL EXAGGERATION) -9 DRAWING NO.: A (CEC)FROM GEOMORPHIC SURVEY AND TOPOGRAPHIC DATA GATHERED BY SMALL SCALE IN HORIZONTAL FEET SCALE IN VERTICAL FEET UNMANNED AERIAL SYSTEMS(SUAS)WITH UDAR AND PHOTOGRAPHER SENSOR !`,QA,G `PA;t, CROSS SECTIONS :.,,�, 1Nt. 56 PAYLOADS. DATE OF DATA COLLECTION:0REFERE REFERENCES.] 0 10 20 0 10 20 (,'KC- „ STREAMS SA6 AND SA7 M [SEE TIRE SHEET FOR COMPLETE LIST OF REFERENCES.] R 8 7 6 5 4 1 3 1 2 1 *SIGNATURE ON FILE 8 7 6 5 4 3 2 SUBMITTAL&REVISION RECORD NO I DATE DESCRIPTION VS._ D H H IS-11 REVISED y(M 1HE PUNS NAPE BEEN RCREATED MR NLL COLOR PLOTTING. INPORNATpN IMY BE LOST IN COPYING AND/OR PLOTTING IN GRAY SCNE. ANY DRAWING THAT IS NOT PLOTTED IN NLL COLOR SIW.L NOT BE CONSIDERED AOEGUATE MR CONSTRUCTON PURPOSES. CROSS SECTION LEGEND PROPOSED GRADE APPROXIMATE EXISTING GROUND SURFACE PROPOSED COMPACTED FILL >000000000<> PROPOSED EXCAVATION G G 510 510 z z 0 0 _J soo soo w w -30 -20 -10 0 10 20 30 STA 0+20(RIFFLE) F F 510 510 z z o — 0 500 500 w w -30 -20 -10 0 10 20 30 STA 0+46(RIFFLE) E E 510 510 z z 0 0 ------- 500 500 w w -30 -20 -10 0 10 20 30 STA 0+73(RIFFLE) D D 510 510 z z 0 _ o 1 500 500 w -30 -20 -10 0 10 20 30 w STA 0+85(RIFFLE) N C C RESTORATION e Civil&Environmental Consultants,Inc. g 700 Cherringlon Parkway-Moon Township,PA 15108 Ph:412.429.2324-800.365.2324-Fax:412.429.2114 www.cecinc.com RESTORATION SYSTEMS, LLC VMC ROCKINGHAM QUARRY W PRM SITE - STREAM RESTORATION - `,s;�N,CAgO••,,, WADESBORO, ANSON COUNTY g ;•o•p� N;.`ti NORTH CAROLINA _ •¢ DRAWN BY CCR/LKC CHECKED BY: CCR APPROVED BY: CMME o REFERENCE ' 'D— FEBRUARY 2024 DWG SCALE: AS SHOWN PROJECT NO: 324-404 N A 5991��/ Z 1.EXISTING TOPOGRAPHY PREPARED BY CIVIL&ENVIRONMENTAL CONSULTANTS, INC. (NO VERTICAL EXAGGERATION) 9 DRAWING NO.: A (CEC)FROM GEOMORPHIC SURVEY AND TOPOGRAPHIC DATA GATHERED BY SMALL SCALE IN HORIZONTAL FEET SCALE IN VERTICAL FEET UNMANNED AERIAL SYSTEMS(BOAS)WITH UDAR AND PHOTOGRAPHER SENSOR CROSS SECTIONS PAYLOADS. DATE OF DATA COLLECTION:0 023. 0 10 20 0 10 20 CKC- STREAM SAS 57 REFERENCES.] M [SEE TITLE SHEET FOR COMPLETE DST OF REFERENCES.] R 8 1 7 6 5 4 3 1 2 1 `SIGNATURE ON FILE 8 7 6 5 4 3 2 SUBMITTAL&REVISION RECORD N01 DATE DESCRIPTION ueroT— D 480 480 470 470 —N CLIENT H H ovoznou REVISED -- -- SM THE PUNS HAVE TIEEN RESUBMITTED FOR PER—ING FOR FULL COLOR PLOTTING. INFORHADON—W LOST IN COPYING AND/OR PLOTTING IN GRAY SCNE. ANY DRAWING THAT IS NOT PTOTIED IN NLL COLOR—NOT BE CONSIDERED ADEQUATE FOR WNSTRUCTON PURPOSES. p 470 470 p p 460 460 zz F F F H CROSS SECTION LEGEND w w w w OPSED D A PR PPRO OXIM GRA ATE EXIS E TING GROUND SURFACE 460 460 450 450 PROPOSED COMPACTED FILL —30 —20 —10 0 10 20 30 —30 —20 —10 0 10 20 30 PROPOSED EXCAVATION STA 0+27(RIFFLE) STA 3+40(RIFFLE) G G 480 480 470 470 tz L tz -- -- L p 470--__ 470 z p 460 460 LD z F F F 2 J J J J W W W W 460 1 1 1 1 1 460 450 1 1 1 1 1 450 F —30 —20 —10 0 10 20 30 —30 —20 —10 0 10 20 30 F STA 0+50(RIFFLE) STA 3+68(RIFFLE) 480 480 t p 470 -- 470 p E E J J W W 460 460 —30 —20 —10 0 10 20 30 STA 1+08(RIFFLE) 480 480 D L D 470 470 z0 J J W W N h 460 460 —30 —20 —10 0 10 20 30 STA 1+60(RIFFLE) s C C 470 470 O O Q 460 460 ------- - —30 —20 —10 0 10 20 30 RESTORATION STA 2+10(RIFFLE) AF j7ff B 470 470 Civil&Environmental Consultants,Inc. B z 700 Cherrington Parkway-Moon Township,PA 15108 O -- -- O Ph:412.429.2324-800.365:2324-Fax:412.429.2114 a a www.cecinc.com 460 a6o RESTORATION SYSTEMS LLC W —30 —zo —10 o 10 zo 30 STA 2+63(RIFFLE) W VMC ROCKINGHAM QUARRY � W PRM SITE - STREAM RESTORATON — `s;�N,Aq0••,,, WADESBORO, ANSON COUNTY NORTH CAROLINA _ • DRAWN BY. CCR/LKCj CHECKED BY: CCR APPROVEDBY: CMM� o REFERENCE ' z VATE: FEBRUARY 2024 DWG SCALE: AS SHOWN PROJECT NO: 324-404 A 1.EXISTING TOPOGRAPHY PREPARED BY CIVIL&ENVIRONMENTAL CONSULTANTS, INC. (NO VERTICAL EXAGGERATION) - 5991 DRAWING NO.: A (CEC)FROM GEOMORPHIC SURVEY AND TOPOGRAPHIC DATA GATHERED BY SMALL 99 w UNMANNED AERIAL SYSTEMS(sUAS)WITH UDAR AND PHOTOGRAPHER SENSOR SCALE IN HORIZONTAL FEET SCALE IN VERTICAL FEET i9j;. p•�? CROSS SECTIONS PAYLOADS. DATE OF DATA COLLECTION:02/18/2023. Q�C'��I_Mt`•P?.° STREAM SA9 �8 [SEE TITLE SHEET FOR COMPLETE UST OF REFERENCES.] 0 10 20 0 10 20 ,,,�(� ,.• R 8 7 6 5 4 3 2 1 WSION117URE ON FILE 8 7 6 5 4 3 2 1 1 SUBMITTAL&REVISION RECORD NO DATE DESCRIPTION 470 470 VS._ D H H IS-11 REVISED NmF.1HE PIANS HAVE BEEN RCRI-ED FOR PULL COLOR PLOTTING. INMI—N IMY BE LOST IN COPYING AND/OR PLOTTING RA IN GRAY SCNE. ANY DRAWING TRAT IS NOT PIDTIEO IN FULL COLOR SIW.L NOT BE CONSIDERED ADEQUATE FOR IN UCTON PURPOSES. 470 470 0 460 -- 460 0 460 460 _ g -- — o CROSS SECTION LEGEND LO PROPOSED GRADE z �� -- Z 4 ¢ APPROXIMATE EXISTING GROUND SURFACE O O , PROPOSED COMPACTED FILL 4 ¢ J 460 460 J 450 450 450 450 w —30 —20 —10 0 10 20 30 w —30 —20 —10 0 10 20 30 PROPOSED EXCAVATION w —30 —20 —10 0 10 20 30 W STA 0+44(RIFFLE) STA 2+92(RIFFLE) STA 0+22(RIFFLE) G G 470 470 460 460 Z — z 4 ¢ 470 470 0 460 -- 460 0 E L 450 450 w —30 —20 —10 0 10 20 30 W o o STA 0+73(RIFFLE) L -- �� L w LD 460 460 450 aso F W —30 —20 —10 0 10 20 30 w —30 —20 —10 0 10 20 30 P STA 0+90(RIFFLE) STA 3+38(RIFFLE) 460 460 SA3 SAID z z 470 470 450 450 w w —30 —20 —10 0 10 20 30 STA 1+15(RIFFLE) 470 470 0 460 460 0 E z z �J E o o w w 460 460 450 1 1 450 w w -30 -20 -10 0 10 20 30 -30 -20 -10 0 10 20 30 STA 1+40(RIFFLE) STA 3+90(RIFFLE) 470 470 470 470 QD L L L L D 0 460 460 0 460 -- 460 0 N > > J J J J � W W W W 456 450 456 451 —30 —20 —10 0 10 20 30 —30 —20 —10 0 10 20 30 STA 1+98(RIFFLE) STA 4+11 (RIFFLE) Z J 5 c c 470 470 0 460 460 0 RESTORATION h — J J W W 450 450 A —30 —20 —10 0 10 20 30 STA 2+430(RIFFLE) fAF A e Civil&Environmental Consultants,Inc. g STREAM SA10 700 Cherringlon Parkway Moon Township,PA 15108 CROSS SECTIONS Ph:412.429.2324 800.365.2324 Fax:412.429.2114 www.cecinc.com STREAM SA11 RESTORATION SYSTEMS, LLC CROSS SECTIONS VMC ROCKINGHAM QUARRY W PRM SITE - STREAM RESTORATION - `,s;�N,CAgO••,,, WADESBORO, ANSON COUNTY NORTH CAROLINA _ • DRAWN BY CCR/LICC CHECKED BV: CCR APPROVED BV: (,'MM� a REFERENCE ' DA FEBRUARY 20241 DWG SCALE: AS SHOWN PROJECT NO: 324404 8 1.EXISTING TOPOGRAPHY PREPARED BY CIVIL&ENVIRONMENTAL CONSULTANTS, INC. - 5991 L A (NO VERTICAL EXAGGERATION) DRAWING NO.: A (CEC)FROM GEOMORPHIC SURVEY AND TOPOGRAPHIC DATA GATHERED BY SMALL 99 w HORIZONTAL FEET SCALE IN VERTICAL FEET UNMANNED AERIAL SYSTEMS(SEAS)WITH UDAR AND PHOTOGRAPHER SENSOR SCALE IN i9j;. p•�? CROSS SECTIONS �� PAYLOADS. DATE OF DATA COLLECTION:02/18/2023. Q/C 0 10 20 0 10 20 K STREAMS SA10 AND SA11 [SEE TITLE SHEET FOR COMPLETE UST OF REFERENCES.] L, R 8 7 6 1 5 1 4 1 3 2 1 'SIGNATURE ON FILE 8 7 6 5 4 3 2 1 SUBMITTA L&REVISION RECORD NO I DATE DESCRIPTION LLC \ ssro+nszs Dsslo Rwry susmmED ro cusrvr H ' 645200703518 .. —1— ISSUED MR RERMDnNU SELECT GENETICS H❑ a svoznsu REVISEDnrvD REsusMmED FOR RERMnnrvD ` �1 ' \ NOS.1HE PIANS HAVE BEEN NO CREATED FOR NLL COLOR PLOTTING. INPOR BE LOBE IN COPYING NCO/OR PLOTTING CO' NSIRUC�TO PURPOSES.N'�TH4T IS NOT PLOTTED IN NLL COLOR BIU11 NOTT BE CONSIDERED AOE4UATE MR NORTH \ / TALLEY FARMS INC _ _' ssp 5T0 / LEGEND 645200705506 _____-_- —"-= / EXISTING PARCEL LINE EXISTING INDEX CONTOUR J EXISTING INTERMEDIATE CONTOUR EXISTING STRUCTURE _________________ EXIAD O STING UNPAVED ROAD _ G so —xxx— EXISTING FENCE G EN TING CULVERT /� / — -' _- ---_ -- o -- EXISTING DITCH / BAKER LANNY / -_` - — EXISTING STREAM CENTERLINE / \\\ 645200407215 / 13 '- STREAM SAS / - EXISTING STREAM CHANNEL,TO BE / 1 BACKFILLED / o STREAM FLOW DIRECTION EXISTING (RED)LIMITS OF DISTURBANCE(37.898 AC.) STREAM SA1 / PROPOSED STREAM CHANNEL AND CENTERUNE \ 530 / `rJp / 965 PROPOSED INDEX CONTOUR 966 PROPOSED INTERMEDIATE CONTOUR DETAIL NUMBER 0 / D7 F �T DETAIL DRAWING NUMBER EROSION CONTROL MATTING uMj / PROPOSED CSIR MATTING F S`'o STREAM AlS z I /+�11\\� PROPOSED CONSTRUCTION ENTRANCE PROPOSED ACCESS ROAD / // � I /�•, '�O — — PROPOSED CONSTRUCTION ACCESS / 8 TEMPORARY SILT FENCE / PROPOSED STAGING AREA PROPOSED BORROW AREA / 510 STREAM SA8 + / PROPOSED TEMPORARY STREAM CROSSING .A SF PROPOSED SILT FENCE STREAM SA2 STREAM SA6 / \ ✓ / �// / CONSTRUCTION ENTRANCE —— —— 645 I BURR DONALD D&DONNA M � 645100482220 / ND ' > / / D g O sip ec un / 'ry I STREAM SA3 E R I / STREAM SA9 S \ HUNTLEY RUBY RATLI F / \ 645100462806 0 � o / \ o STREAM SA11•` ` ------�-i T AN JAS JR 1 2 o _ _ TIMBER MAT STREAM CROSSING / FIAW i i '^ 7 B / STREAM SA10� � --I� / B // Civil&Environmental Consultants,Inc. V / lc 700 Cherring[On Parkway-Moon Township,PA 15108 O Ph:412.429.2324-800.365.2324-Fax:412.429.2114 W REFERENCE 0 o www.cecinc.com 1.EXISTING TOPOGRAPHY PREPARED BY CML&ENVIRONMENTAL CONSULTANTS,INC.(CEC)FROM GEOMORPHIC SURVEY AND TOPOGRAPHIC DATA GATHERED BY SMALL UNMANNED AERIAL SYSTEMS / RESTORATION SYSTEMS, LLC ($OAS)WITH UDAR AND PHOTOGRAPHER SENSOR PAYLOADS.DATE OF DATA COLLECTION: a 02/18/2023. / // VMC ROCKINGHAM QUARRY 2.THE WETLAND DEUNEATION SERVICES WERE PERFORMED BY CEO ON NOVEMBER 14,DECEMBER 1, / BE GENETICS LLC PRM SITE - STREAM RESTORATION DECEMBER 8,2022 AND JANUARY 5,2023. DEUNEATION HAS NOT BEEN VERIFIED BY THE 645100664833 UNITED ARMY CORPS OF ENGINEERS(USACE). Q / r+r�rlCAq" WADESBORO, ANSON COUNTY 3.PARCEL BOUNDARIES IMPORTED FROM GIS,DERIVED FROM NCONEMAP.GOV,LAST UPDATED AUGUST g 2022. t5// _o,Qp� N NORTH CAROLINA PLAN VIEW _ DRAWN CCR LKC CHECKED BY: CCR APPROVED BY: CMM* `o OPJGk� 'DATE FEBRUARY2024 DWG SCALE AS SHOWN PROJECT No: 324-404 A SCALE IN FEET - 5991 - DRAWING No.: A 0 200 400 -�.p�CNOIMt�p p1';°= EROSION AND SEDIMENT CONTROL PLAN 60 R 8 7 6 1 5 4 3 2 1 *SIGNATURE ON FILE 8 7 6 5 4 3 2 SUBMITTAL&REVISION RECORD NO I DATE DESCRIPTION VS._ D H H IS-11 REVISED y(M THE PUNS NAPE BEEN RCRI-ED FOR TILL COLOR PLOTTING. INFORNATpN NAY BE LOST IN COPYING AND/OR PLOTTING IN GRAY SCNE. ANY DRAWING THAT IS NOT PUCTIED IN TILL COLOR SHALL NOT BE CONSIDERED ADEQUATE FOR CONSTRUCTON PURPOSES. LOG (MIN 0.33'DIA.) CLASS'B' RIP RAP BASIN DEEP POOL (FOR PIPE OUTLET ONLY) _ `\ (MAX.DEPTH 2 FEET) DITCH OR PIPE INLET A G G _ya USE PINCH BOULDERS OR F �\ DUCKBILL ANCHORS TO SECURE DEBRIS IN PLACE O / Jss � 1i LARGE WOODY DEBRIS / O\ NOTES: AS OUTLET 1. LARGE WOOD DEBRIS SHALL ALSO BE PLACED OUTSIDE OF THE MARSH �) F TREATMENT AREA OUTLET. vw O F 2. LARGE WOOD DEBRIS SHALL BE ANCHORED TO THE GROUND SURFACE TO VVV \ 1f►„�^ a' Rsls `�. J• WITHSTAND FLOOD FLOWS.BOULDER OR DUCKBILL ANCHORS SHOULD BE USED O� — TO HOLD LARGE WOOD DEBRIS IN PLACE.THE UPSTREAM PORTION OF THE LOG SHALL BE BURIED A MINIMUM OF 1/3 THE LENGTH OF THE LOG TO DISCOURAGE MOVEMENT AT FLOOD FLOWS. .� `/V .V�\�. W 3. MINIMUM LOG LENGTH(INCLUDING ROOT WAD)IS 4.0 FEET. ` 4. MINIMUM LOG DIAMETER IS 4 INCHES. ,. TIE TO EXISTING GRADE GRADE BASE OF WETLAND AT 15 TO 1 5. LOG SHALL BE RELATIVELY STRAIGHT,HARDWOOD&.RECENTLY HARVESTED. 1 LARGE WOODY DEBRIS IIr — - 6. ALL MATERIALS ARE TO BE APPROVED BY THE ENGINEER OR CONSTRUCTION D1 STORMWATER STORMWATER QUALITY ASSURANCE AGENT. PLAN WETLAND 15 WETLAND �1 E eLARGE WOODY DEBRIS SECTION A-A D1 NOT TO SCALE E eMARSH TREATMENT AREA D1 NOT TO SCALE CHANNEL ALIGNMENT T0� BE VERIFIED BY THE I ENGINEER N THE FIELDVALLEY BOTTOM WIDTH VARIES D FLOODPLAIN MIROCTOPOGRAPHIC GRADING AND D DEPRESSIONS CREATED DURING CONSTRUCTION z BRAIDED TO BE LESS THAN 0.5—FT DEEP EPHEMERAL 1� FLOW PATH VALLEY WIDTH VARIES N 10 SJ'.�GrEDVALLEY ELEVATION (SEE ON GRADING PLANS) PR TO ROUGHING N — oW� VALLEY BOTTOM W I VARIES BRAIDED EPHEMERAL FLOW PATH / ENLARGED CROSS SECTION VIEW c c 4 / VALLEY CENTERLINE / D RESTORATION z f1A i o VI A AF7 u B BRAIDED EPHEMERAL FLOW PATH WIDTH= Civil&Environmental Consultants,Inc. B 2 TO 4 FT,DEPTH=APPROX.0.5 Fi 700 Cherring[On Parkway-Moon Township,PA 15108 i Ph:412.4292324-800.365.2324-Fax:412.429.2114 g PLAN VIEW OF MICROTOPOGRAPHIC PATTERN www.cecinc.com RESTORATION SYSTEMS, LLC VMC ROCKINGHAM QUARRY PRM SITE - STREAM RESTORATION e ISOMETRIC VIEW - r,•:�N CAfjO••,,1 WADESBORO, ANSON COUNTY P-FE63,o : NORTH CAROLINA g `O• r RAWN BV: CCR/LKC CHECKED BY: CCR g ROVED BY: CMME eBRAIDED EPHEMERAL FLOW PATH DETAIL 599� � - "AT': FEBIR 2024 DWG SCALE: AS SHOWN PROJECT NO: 324404 ti A D1 NOT TO SCALE - 2 DRAwwGNo.: A -•9�•p�cholNtta pdPs IN-STREAM STRUCTURE DETAILS D 1 KL.MC . R 8 7 6 5 4 1 3 2 1 *SIGNATURE ON FILE 8 7 6 5 4 3 2 1 1 SUBMITTAL&REVISION RECORD NO DATE DESCRIPTION uero�— N H H WATER SURFACE USE NAILS TO ATTACH O+g—+�u ISSUED RESUB rvB ELEVATION GEOTEXTILE FABRIC TO LOG SILL EwseN ArvN REsusmm MR R11 WWN Wbkf = SEE TABLE IN GRAY Y PIANS HAVE BEEN CRFATEI FOR FULL COLOR PLOTTING. INFORMATION NAY BE LOST IN COPYING AND/OR PLOTTING IN GRAY SCNE. ANY DRAWING THAT IS NOT PLDTIEO IN NLL COLOR SIU11 NOT BE CONSIOEREO AOEOUATE FOR �4"DROP MAX. CONSTRUCTON PURPOSES. LOG SILL 18"LOG CROSS VANE 1/'J wbM 1/3 wbkf 1/3 Wbk 4 o i A FILTER FABRIC 1111115 CLASS W RIP RAP/ LOG SILL KEYED IN GEOTEXTILE FABRIC NATIVE CHANNEL 4FT FROM BANKFULL TYPE 2 _ op MATERIAL (BOTH SIDES) 4•� _ _ P L FILTER FABRIC 18"CUSS"I"RIP RAP — 18"CLASS`I`RIP RAP HEADER LOG GEOTEXRLE FABRIC - ~--"��• - TYPE 2 •rw-7...k° - ..I .'r"'►. - s' s G SECTION A-A G HEADER LOG TOP OF BANK A EP BOULDERS,REBAR OR DUCK BILLS (BANKFULL) OL ARE REQUIRED AT ALL LOG OVERLAPS ' �. of •(,. - FLOW TO ANCHOR INTO GROUND CLASS"A"RIP RAP/ �/�� 4"DROP MAX. NATIVE CHANNEL MATERIAL C#57HA STONE/NATIVE CFIANNEL MATERIAL �AE �� `l"U � � '�� "�`'-� �,- 1•' � y- FILTER FABRIC A FLOODPLNN SILL •iylt ram' �,.y� _�^`t ( -a CROSS SECTION DIMENSIONS `x •_ - - STREAMBED ELEVATION PLAN VIEW _ ,.�.•^"�;�;� .-ti FOOTER LOGS CLASSIC`I'RIP RAP I - DISTANCE DROP STRUCTURE ENLARGEMENT `�'f� REACH Wbkf(ft.) BETWEEN DROPS F sA1 a.6o 31 STREAM PLAN LEGEND: ;� �d.� '. a� ' e F 4 i LOG DROP STRUCTURE D2 NOT TO SCALE MIN. 1'OF COVER OVER FLOODPLAIN CULVERTS E E PROPOSED ACCESS ROAD TO BE MAX 2(H):1(u) ROAD WIDTH=12' PROPOSED TIMBER MAT STONEDRESSED WITH 4"ABC (OR EQUIVALENT) 18"CATI HYDEON FLOODPLAINDETERMINED CULVERTS TO BE INCLUDED AS NEEDED. SIDE SLOPE LOCATION TO BE DETERMINED AT TIME OF CONSTRUCTION AND [Top PROPOSED GRADE BRIDGE WITH PRECAST APPROVED BY DESIGN ENGINEER. SPAN CONCRETE FOOTERS z IGNED BY OTHERS) WBKF ELEVATI :._- 4.4.• bT4c� f!� _ III III III-III-III DN� _ _ � •-•' ., ,., _ III I I FLO III III III—III .,III RECAST CONCRETE F T R 777 I P 00 E W NON-WOVEN GEOTEXTILE 4"BED 11 57 STONE —III III (DESIGNED BY OTHERS). CHANNEL PROFILE FABRIC TO BE PLACED EOOTER TO BE SET BACK MIN. r BENEATH ABC STONE 5'FROM TOP OF BANK. FOOTER To EXTEND MIN. 1' FOOTERS TO EXTEND MIN. PROPOSED TIMBER MAT(OR EQUIVALENT)BRIDGE WITH BELOW STREAM BED. 1'BELOW STREAM BED D. PRECAST coNCRETE FOOTERS(DESIGNED BY OTHERS). STREAM CHANNEL PROFILE VIEW p - ♦ �• `• --r_ CONTRACTOR TO DETERMINE BEST MEANS AND METHODS FOR ARMOR SIDE SLOPES AND yt ,A - _ CHANNEL BED WITH MIN.CLASS p SECURING BRIDGE DECK TO CONCRETE FOOTERS. LOW CHORD B RIP RAP OR STONE of ELEVATION OF BRIDGE SPECIFIED IN DIMENSION TABLE. EQUIVALENT SIZE. SECTION VIEW BRIDGE CROSSING DIMENSIONS 1. INSTALL PERMANENT CROSSING WHILE CONSTRUCTION LOCATION HAS BEEN DEWATERED. 3. ALL MATERIAL TO BE PLACED AND COMPACTED WITHIN ROAD EMBANKMENT SHALL BE LOW CHORD FREE FROM ROOTS,STUMPS,WOOD,STONES GREATER THAN 6".A FROZEN OR OTHER SN EMAAM SPAN(FT) ELEVATION OBJECTIONABLE MATERIAL (FT) - 4. ARMOR CHANNEL BED AND SIDE SLOPES BENEATH THE BRIDGE CROSSING WITH CLASS'B' �^ RIP RAP MATCHING THE PROPOSED GRADE. SAI 11 499 5. CONTRACTOR SHALL BE RESPONSIBLE FOR SECURING THE PROPOSED TIMBER MAT BRIDGE (OR EQUIVALENT)TO THE PRECAST CONCRETE FOOTERS(DESIGNED BY OTHERS). ry J;.,•�'�..•: q -+�'• -•� METHODS FOR SECURING THE BRIDGE DECK TO THE FOOTERS SHALL BE PRESENTED TO SA3 14 469 C - - - I TTHE HE 0—SITE SI INGCONSTRUCTION ADMINISTRATOR FOR APPROVAL PRIOR TO CONSTRUCTION OF C 6. CONTRACTOR TO PROVIDE RECOMMENDED TIMBER MAT SPECIFICATION FOR ENGINEER r3 APPROVAL PRIOR TO PURCHASE. s eBRIDGE CROSSING D2 NOT TO SCALE RESTORATION z RANDOM HUMMOCK OR MICROTOPOGRAPHY AREAAF a MAX DEPTH,SEE GENERAL NOTES f1AF R A B 7 Civil&Envi9ronmental Conoon sultants,Inc. B i WATER Ph:412.429.2324-800.365:2324-Fax:412.429.2114 $ LEVEL www.cecinc.com �T RESTORATION SYSTEMS, LLC VMC ROCKING HAM QUARRY GENERAL NOTES: PRM SITE - STREAM RESTORATON �,��,��.��..�� .��.��i��i cA WADESBORO ANSON COUNTY i 1. FOR A WETLAND CELL THE MAX WATER DEPTH IS 1 FT. a ,, 8"SOIL COMPACTED SUBGRADE NOTE: 2. FOR A VERNAL POOL,THE MAX WATER DEPTH IS 0.5 FT. ,`'Q`,'pEeSlO`</ ; g : Q N,.ti: NORTH CAROLINA 8 BAREROOTS TO BE LOCATED 4 FT.O.C. - RAWN BY: CCR/LKC CHECKED BY: CCR APPROVED BY: CMM* SECTION VIEW 599�OP( ( ATE FEBRUARY 2024 DWG SCALE: AS SHOWN PROJECT NO: 324-404 A DRAWING NO.: A eD23 WETLAND CELL AND VERNAL POOL Q�:�hOlNtta%p`As IN-STREAM STRUCTURE DETAILS D2 NOT TO SCALE „ ' �„� R 8 7 1 6 5 4 1 3 2 1 *SIGNATURE ON FILE 8 7 6 5 4 3 2 SUBMITTAL&REVISION RECORD NOTES' NO I DATE DESCRIPTION oeroTnox D H 1 HYDRAULIC EXCAVATOR,WITH A HYDRAULIC THUMB,SHALL BE USED 70 PLACE BOULDERS AN LOGS. ISSUEDPE-NGH o-11 REVISED 2. LOGS SHALL BE RELATIVELY STRAIGHT,HARDWOOD,AND RECENTLY HARVESTED AND EXTENDED INTO THE BANK 6 70 8-FT. BgNkF IN G Y�SCNE. ANY ORAWINGOl IIS NOT�PLDTTED IN NU_COLOR SHNL NOT SE CONSIDE ED ADDS ND/OR PU]T11NG (/(( CONSIRUCTON PURPOSES. 3 VANELOG AT ASMIN.L DEPTH OF 2/3 BANKFUL EXTEND FROM THE �ELEVATION.M OF THE BEHEADER AAND FOOTER LOGS SHALL BE TION TO THE HEAD OF HE0(-M FTIED LOW SECURELY INTO (AROUND THEM. IN SUCH A WAY THAT ELIMINATES THE POSSIBILITY OF STREAM qN�3 fNGrH) GROUP NO. VANE ARM LENGTH INVERT LENGTH VANE AN2GOLE DEG VANE SLOPE % HEIGHT TO BANKFULL SUBSTRATE RESTORATION �/<( 5.7 4. NON-WOVEN FILTER GEOTEXTILE FABRIC SHALL BE INSTALLED ON THE UPSTREAM SIDE OF THE B' eq'vKFU 2 7.3 1.2 20 5.7 0.7 ON UCTURE CENTER.THE FABRIC SHALL THE BE BURIED IN THE BOTTOM OF THECHANNELREATER TMAND iSHALL INCHES BE A (( B'9A/FU LOGS BURIED 3 7.4 1.2 20 5.7 0.8 PLACED THE ENTIRE LENGTH OF STRUCTURE EXTENDING A MINIMUM OF 6-FT UPSTREAM. << ER S MIN. HEADER TOP OF LOG AT 4 8.4 1.4 20 5.7 O.B UNDER STREAMBED MIN. 5-1 (v LOG INVERT ELEV. SILL PAST 5 10.1 1.7 20 5.2 0.9 5. BOULDERS SHALL BE PLACED ON TOP OF HEADER LOG FOR ANCHORING. 1 3 OF THE WAY LOGS BURIED 5-FT MIN. // TOP OF LOG AT V MIN. BANKFULL ACROSS THE CHANNEL FROM THE OUTSIDE BANK,THE HEADER ROCK SHALL BE PLACED AT Sig i ,. INVERT ELEV. DEPTH SILL THE CHANNEL INVERT ELEVATION.HEADER BOULDERS TO BE PLACED AS CLOSE TO TOGETHER ��' LOG ANCHOR BOULDERS STRUCTURE DIMENSION TABLE AS POSSIBLE WITH NO MORE THAN 0.25-FT GAP.GAPS SHALL BE FILLED IN WITH SMALLER 5-FT MIN. G ROCK MATERIALS. �'\ _ BANKFULL G 20. 6. BOULDERS WILL VARY IN SIZE DEPENDING ON GROUP RANGING FROM 2-4-FT X 2-3-FT X A� �� SUBSTRATE RESTORATION 0.8-1.0-FT. TWO FOOTER LOGS �, - NON-WOVEN GEOTEXNLE FILTER SLOPE , Q ��FABRIC 1�2% ( t ROCKS WILL VARY IN SIZE RANGING 7. NON-WOVEN GEOTEXTILE FILTER FABRIC SHALL BE INSTALLED ON THE UPSTREAM SIDE OF THE �� -\!-L "j )t --� ��\\ FROM 2-4-FT X 2-3-FT X ROCK J-HOOK FROM THE TOP OF THE ROCK. THE FILTER FABRIC SHALL BE BURIED IN THE _ \r` _ �_/�j<�`/ / 0.8-1.0-FT BOTTOM OF THE CHANNEL AND SHALL BE PLACED THE ENTIRE LENGTH OF STRUCTURE EXTENDING A MINIMUM OF 6-FT UPSTREAM. NON-WOVEN GEOTEXTILE FILTER FABRIC / - A' HEADER - \/,/i�\i\�\ 8. ROOT WAD SHALL BE PLACED BENEATH THE HEADER LOG AND PLACED SO THAT IT LOCKS LOG - (THIS DETAIL) ROOTER BOULDERS THE HEADER LOG INTO THE BANK. /•-•-. .di I ANC FOOTER LOG VANE TOP OF LOG AT MIN.3-FT. I� ANCHOR BOULDERS OR OR ROCK SECTION A-A'(SILL) LOG INVERT ELEV. SILL PAST 9. BACKFILL WITH SELECT MATERIAL SPECIFIED IN THE SUBSTRATE RESTORATION DETAIL. ANCHOR BOULDERS C' HOOK MIDPOINT OF CURVE DUCKBILL ANCHORS BANKFULL , 10.SOIL SHALL BE COMPACTED WELL AROUND BURIED PORTIONS OF LOG WHILE CREATING A OR DUCKBILL ANCHOR Y LOCO ANCHOR BOULDERS SMALL POCKET BETWEEN THE HEADER LOG AND THE OUTSIDE BANK. MIN. 5-FT. EXISTING GROUND 3-FT MIN. SILL PAST MIN 5-FT BANKFULL HEIGHT TO B . 5-FT. SEE TABLE INTO STREAM 11.ALL MATERIALS ARE TO BE APPROVED BY ENGINEER OR ENGINEER'S ON-SITE CONSTRUCTION B BED BANKFULL OBSERVER. ROOTER BOULDERS r F (THIS DETAIL) \ BANKFULL -TT1- F CLASS A&B RIPRAP i�� y 12.ITEMS QUANTITY THIS ATERIL ARE E.GRAPHICAL ILLUSTRATION AND DO NOT SPECIFY THE ACTUAL ANE ARM LEN SUBSTRATE i CONS OF MATERIALS(I.E.LOGS,BOULDERS,STONE,ETC.)TO BE USED FOR \\/ VARIES BY GROUP SEE TABLE / RESTORATION CONSTRUCTION. / -' 13.GRADING AND STRUCTURE LOCATIONS NEAR CONFLUENCES OF STREAMS MAY BE ADJUSTED PER DESIGN GRADING AT DISCRETON OF ENGINEER OR CONSTRUCTION QUALITY ASSURANCE HEADER LOGS SHALL (- AGENT. BE PLACED AT 1/2 POINT OF TANGENCY OF BANKFULL �� / `7��->_ \\\/ ROOTER BOULDERS yV�.!V!v �A/�l / HEADER AND ROOTER LOGS . /\/��\ \\� SECTION C-C(HOOK)' PLAN SHALL PLACED INTO THE EXISTING SUBSTRATE 5TItEAMBED SECTION B-B'(VANE ARM) E STREAM PLAN LEGEND: E MGRADE CONTROL LOG VANE&LOG J-HOOK CHANNEL D3 NOT TO SCALE BANKFULL �`k BOULDERS A ROOT WAD (THIS DETAIL) _' c A POINT BAR ' TREE TRUNK SHOULD BE AT LEAST 6-8 FT.LONG D ROCKS WILL VARY IN SIZE DEPENDING D ON GROUP RANGING FROM 2-4-FT X PROPOSED 2-3-FT X 0.8-1.0-FT LOW ROW CHANNEL IF TRANSPLANTS ARE NOT BEING PLAN N PROPOSED INSTALLED AT THE TOP OF BANK, NTOP OF BANK A 6'BERM SHALL BE INSTALLED N AT THE TOP OF BANK. IMPERVIOUS SELECT CLAW CHANNEL PWG NOTES MATERIAL PLUG. BANKFULL 2'WIDER THAN (SEE NOTE B) A. CLAY CHANNEL PLUGS ARE USED TO BLOCK ABANDONED SECTIONS OF q EXISTING CHANNEL CHANNEL WHEN A STREAM IS RE-ALIGNED AND THE NEW CHANNEL 1? titOy, COIR FIBER MATTING C o0o A(THIS SHEET) INTERSECTS THE EXISTING CHANNEL.THE CLAY CHANNEL PLUG ALSO N o PREVENTS SUBSURFACE FLOW LOSS TO THE EXISTING CHANNEL A POINT BAR ^ (l I� o.�°�° ROOT WAD TO BE INSTALLED \ ._...-..._ e °o o EXISTING B. PLACE IMPERVIOUS SELECT MATERIAL PLUG(CLAY,CRUSHED LIMESTONE, AT A SLIGHT DOWNWARD \ POINT BAR CHANNEL Na °O�°oc ETC.,AS SPECIFIED)TO MAXIMUM DEPTH OF PROPOSED CHANNEL AND ANGLE INTO THE STREAM o o„o,,.q$„ 0 1 �'4 COMPACT WITH EXCAVATOR BUCKET IN 6-INCH LIFTS. BANK HAVING A DIAMETER 2X N C ''9�J°Y"�`�' _-^� (OPTIONAL) INSTALL ROOT BANKFULL DEPTH WITH 50% \ C o ��(WAD OP BANK PROTECTION C. PLACE MINIMUM OF 4 INCHES OF TOPSOIL ON STREAM BANKS AND TILL OF THE RGTBALL BURIED \ L-� CHANNEL BOTTOM SOIL/ALLUVIAL FILL IN INTO SURFACE OF PLUG,SEED WITH TEMPORARY AND PERMANENT SEED BELOW THE CHANNEL BOTTOM. ABANDONED CHANNEL `( � (SEE NOTE F) MIXES,AND MULCH LIGHTLY WITH STRAW. INSTALL BAN \ -- {\ K PROTECTION(SEE NOTES D AND E) D. FOR SHORT-TERM BANK PROTECTION,MULCH SEEDED STREAM BANKS FOOTER BOULDERS LIGHTLY WITH STRAW AND INSTALL COIR EROSION CONTROL BLANKETS. TRENCH ROOT WAD 6-8 FT.LONG, E. FOR LONG-TERM BANK PROTECTION,INSTALL BANK STABILIZATION(VANE, EXCAVATION > 10-IN.DIA PLAN VIEW WOGDYTOE,GEOUFTS,AS SPECIFIED)AND PLANT WITH WOODY SECTION A-A RESTORATION ------ - o o VEGETATION(LIVE STAKES,BRUSH LAYERING,ROOTED PLANTS,ETC.,AS oj SPECIFIED). NOTES: z o� COIR EROSION CONTROL 4'MINIMUM TOP SOIL F. IF AVAILABLE AND AT DISCRETION OF ENGINEER OR CONSTRUCTION 1. EXCAVATE A TRENCH FOR THE LOG PORTION OF THE ROOT WAD AND FOOTER BOULDERS.THE FOOTER 10'MIN. 10 MIN. (SEE NOTE B) QUALITY ASSURANCE AGENT,ROOT WADS CAN BE INSTALLED AS BANK BOULDERS SHOULD BE INSTALLED UNDERNEATH THE ROOT WAD IN A TRENCH EXCAVATED PERPENDICULAR TO BLANKET,TYP.(SEE NOTE C) PROTECTION. THE FACE OF THE PLUG ENTERING THE STREAM AND THE BANK AND FAR ENOUGH BELOW THE STREAM BED TO ACCOMMODATE THE FOOTER BOULDERS AND ROOT 4'MINIMUM TOP SOIL - SOIL/ALLUVIAL FILL IN EXTEND AROUND THE MEANDER.FIFTY-PERCENT OF THE DIAMETER OF WAD LOG. rIAVIAW ,Am a (SEE NOTE B) o EXISTING o0 U ABANDONED CHANNEL THE ROOT BALL SHOULD BE INSTALLED BELOW THE STREAMBED WITH ff SOIL/ALLUVIAL FILL IN ° CHANNEL °o po8 � THE TOP ELEVATION REMAINING BELOW BANKFULL ELEVATION.THE ROOT 2. BOULDERS SHOULD BE PLACED ON EACH SIDE OF THE ROOT WAD TO PIN IT IN PLACE. THE BOULDERS WILL AV F ABANDONED CHANNEL '�0�° _ °o°�Oo°°o o°� WAD TRUNK SHOULD BE BETWEEN 6-8 FEET LONG WITH A MINIMUM VARY IN SIZE DEPENDING ON GROUP RANGING FROM 2-4-FT X 2-3-FT X 0.8-1.0-FT. F7 a B -� FLOW � Y11=1TrT�I �TT_ DIAMETER OF 3-FEEE. 17 pp 1 1 Inc. g 3. THE TOP OF THE ROOT WAD SHOULD BE AT THE SAME ELEVATION AS THE HEAD OF THE DOWNSTREAM RIFFLE. Civil&Environmental Consultants,I IMPERVIOUS SELECT IMPERVIOUS SELECT � MATERIAL PLUG. MATERIAL PLUG. 4. PLACE A BOULDER ON TOP OF THE LOG AND BACKFlLL ON TOP OF THE ROOT WAD AND BOULDERS TO 700 Cherring[on Parkway-Moon Township,PA 15108 PROPOSED BANKFULL Ph:412.429.2324-800.365:2324-Fax:412.429.2114 i (SEE NOTE A) CHANNEL (SEE NOTE A) (OPTIONAL) INSTALL ROOT 5. WOODY TOE SHALL BE USED IN PLACE OF ROOT WADS PER DIRECTION AND APPROVAL OF THE ENGINEER OR www.cecinc.com SECTION A-A WAD BANK PROTECTION CONSTRUCTION QUALITY ASSURANCE AGENT. RESTORATION SYSTEMS, LLC S (SEE NOTE VMC ROCKINGHAM QUARRY " 2 CLAY CHANNEL PLUG D3 NOT TO SCALE ROOT WAD(OPTIONAL) PERM SITE - STREAM RESTORATION e D3 NOT TO SCALE CARo•., WADESBORO, ANSON COUNTY NORTH CAROLINA -- DRAWN BY: CCR/LKC 1 CHECKED BY: C_CV R APPROVED BY: CAM* 0 S��OPI ATE FEBRUARY 2024 DWG SCALE: ASSHOWN PROJECT NO: 324-404 2 DRAWING NO.: A -•9�.Q�:�holNtta%p`As IN-STREAM STRUCTURE DETAILS D3 °CKL....... R 8 7 6 5 4 3 2 1 *SIGNATURE ON FILE 8 7 6 5 4 3 2 1 1 SUBMITTAL&REVISION RECORD NO DATE DESCRIPTION uero�— D H H 1v 1 REVISED y(M THE PUNS HAVE BEEN RCREATED MR NLL COLOR PLOTTING. INFOR 14 MAY BE LOST IN COPYING AND/OR PLOTTING IN GRAY SCNE. ANY DRAWING THAT IS NOT PUGTIED IN NLL COLOR SIU11 NOT BE CONSIDERED ADEQUATE FOR MINIMUM OF 6—FT CONSTRUCTON PURPOSES. WET MEADOW SEED _ _ MIX ERNMX-122 POINT OF CURVATURE OF APPLIED ON _ MINIMUM EXPOSED LIFT COIR FABRIC WRAP,PLACE ROCK (PC) TOINT ANGENCY(PT) OF 1-FT FREE SOIL INSIDE FABRIC WRAP k ROOT WAD LOGS 6"-10"DIA.& } " 6'-8 T'LONG)SPACED EVERY 4'-6' I 2WOODEN STAKE) A BANKFULL T WOOD STAKES NOTE: EDGE OF WATER FOR ANCHORING STAKES MAY BE MADE BY SAWING G w�: .-. AT NORMAL FLOW SPACED S A 2x4 DIAGONALLY IN HALF. G - - APART Flow —'/ COIR FABRIC LIFTS WOOD STAKE OR ECOSTAKE FLOODPLAIN SILL 18"MIN. RESTORE DISTURBED AREA WITH TOPSOIL,SEEDING,MULCHING AND PLANTING POOL �� 6 TO 8-FT UVE BRANCH CUTTINGS EXISTING GROUND (TOP OF BANK) - COIR FABRIC LIFTSii�Lpp +W1 I{ C - - 18-IN MIN.OVERHANG UVE STAKES(OPTIONAL) /COMBINATION OF UVE AND ROOT WADS,LARGE WOODY DEBRIS, ANCHOR ROCK .z .k AND/OR LIVE CUTTINGS 12 TO 18-IN F _- DEAD WOOD(SEE NOTE 2) / � I F DIA.AND 6 TO 8-FT LONG WITH MINIMAL J PROVIDE ROCK KEYS AT UPSTREAM A �RpOGOST WAD GAPS BETWEEN WOOD MATERIALS 2 AND DOWNSTREAM END OF TOE WOOD ANCHOR ROCK NORMAL FLOW EXTENDING UP TO BANK FULL.USE 36"BOULDERS STACKED. WATER SURFAC� • •' 24"TO RIPARIAN PLANTINGS AND LIVE STAKES PLAN COMBINATION OF LIVE AND/OR DEAD WOOD(SEE NOTE 2) ..I .J+. .: �. CHANNEL BOTTOM _ " � .. r "~ - NOTES: - - -- FOUNDATION LOGS(12"-18"DIA.MIN.) 1. IF AN APPROVED ON-SITE SOURCE IS AVAILABLE,SOD MAT LAYERS MAY BE USED INSTEAD OF REINFORCED EARTH. SOD MATS MAY ALSO BE OBTAINED FROM CLEARING AND EXCAVATION WORK ASSOCIATED WITH THE PROJECT. THE NUMBER OF LAYERS OF REINFORCED EARTH OR SOD MATS MAY VARY WITH THE BANK HEIGHT. +x... - _ 2. TOE WOOD CONSISTS OF A MIX OF LIVE AND/OR DEAD LOGS,BRANCHES,BRUSH,AND OTHER WOODY VEGETATION INSTALLED AT VARIOUS ANGLES,BUT NOT PARALLEL SECTION A-A TO THE FLOW. LAYER THE WOOD WITH LARGER MATERIAL ON THE BOTTOM AND A MAT OF BRANCHES AS THE TOP LAYER.ANGLE ROOT WADS SLIGHTLY UPSTREAM INTO THE FLOW. E E 3. THE TOP LAYER OF TOE WOOD SHALL BE AT THE ESTABLISHED NORMAL FLOW ELEVATION. 4. FILL BETWEEN ROOT WADS WITH A MIX OF WOODY DEBRIS PER NOTE 2. 5. LAYER REINFORCED EARTH AND LIVE CUTTINGS TO BANKFULL,AS WARRANTED.LAYERED REINFORCED EARTH MAY NOT BE REQUIRED IN ALL LOCATIONS. 6. ROOT WADS SHALL BE USED IN PLACE OF WOODY TOE PER DIRECTION AND APPROVAL OF THE ENGINEER OR CONSTRUCTION QUALITY ASSURANCE AGENT. ( i TOE WOOD WITH REINFORCED EARTH AND LIVE BRUSH LAYERING(OPTIONAL) D4 NOT TO SCALE D D x LOG ANGLED AS " SHOWN ON PLANS N BANKFULL WIDTH N BED ELEV. EXISTING GROUND BANKFULL ELEVATION CLASS A&B BACKFILL C I[POINT OF CURVATURE(PC) —0 _ BURIED INTO BANK A UNDER SUBSTRATE +� I - - f MINIMUM Of 6-FT RESTORATION ANCHOR LOGS 1�1 NOTES: N AT A MIN.6-FT. _ r 11 INTO THE BANK 111`1��11 j1�11= �1= 11=1�11=11=1 1 HEADER LOG 1 MULTPLEAIL LOG5TEpE USED FOR CONSTRUCTING A SINGLE LOG STEP POOL OR A SERIES OF A(THIS DETAIL) NON-WOVEN GEOTEXTILE FOOTER LOG OR ROCK ry FLOODPLAIN SILL FILTER FABRIC 2. LOG STEPS SHALL BE CONSTRUCTED WITH 1 FOOTER LOG OR ROCK AND 1 HEADER LOG. C SECTION A-A(PC) 3. NAIL NON-WOVEN GEOTEXTILE FILTER FABRIC ON TOP OF FOOTER LOG USING 3"10D C GALVANIZED COMMON NAIL ON 1'SPACING ALONG THE HEADER LOG. -- — BANKFULL WIDTH BED ELEV. 4. PLACE HEADER LOG SLIGHTLY UPSTREAM ON TOP OF THE FOOTER LOG OR ROCK.IF USING A 0• EXISTING ROCK FOOTERS,#57 CRUSHED STONE SHALL BE USED TO FILL IN GAPS AND TO PROVIDE i BANKFULL ELEVATION ANCHOR BOULDERS,TOE WOOD,OR GROUND A LEVEL FOUNDATION FOR THE HEADER LOG TO BE PLACED. � WOVEN GEOTEXTILE SCOUR p� ROOT WADS FOR BANK PROTECTION .. FILTER FABRIC B 0 POOL OQ ALONG STREAM BANKS AND IN SILL 5. PLACE LOGS AND BACKFILL WITH SELECT MATERIAL. p O TO ANCHOR LOG 1- 1-4X SLOPE � NON-WOVEN GEOTEXTILE FILTER FABRIC 6. FILTER FABRIC SHALL EXTEND FROM THE TOP OF THE HEADER LOG TO THE FINISHED RESTORATION pOO o BANKFULL FOOTER LOG OR ROCK r ,� __ I GRADE ELEVATION AND SHALL BE PLACED THE ENTIRE LENGTH OF THE STRUCTURE. OOpO `Il"11 ZI" 1"1 -1 � v 7. LOGS SHALL POINT TOWARDS CENTER OF RADIUS OF STREAM CHANNEL CURVE. LOG SECTION B-B(PI) 8. MAXIMUM DROP BETWEEN LOGS SHALL BE fi". ANCHOR LOGS B(THIS DETAIL) 9. ALL LOGS SHALL BE RELATIVELY STRAIGHT. o .1 flAVIA AF FIA7 AT A MIN.4 FT. AV INTO THE BANK SUBSTRATE RESTORATION 10.ALL MATERIALS ARE TO BE APPROVED BY ENGINEER OR ENGINEER'S ONSITE CONSTRUCTION i B ANCHOR BOULDERS OR ROOT COUR POOL 5' BED ELEV. OBSERVER. WADS FOR BANK PROTECTION FLOW� 11.BANK MATERIALS IN THE FORM OF BOULDERS(3/D5),ROOT WADS WD3),OR TOE WOOD Civil&Environmental Consultants,Inc. H ALONG STREAM BANKS AND IN POINT OF INTERSECTION(PI) L EAMBED EXISTING GROUND 1 D4 SHALL BE USED ON THE DOWNSTREAM END OF THE MOST UPSTREAM END OF THE 700 Cherrin ton Parkway Moon Township,PA 15108 SILL TO ANCHOR LOG / -1� HEADERLOG (/ ) 9 Y' P, 8 PLAN �� 1 ` /SO j �I SCOUR LOG VANE,AT THE DISCRETION OF THE ENGINEER OF CONSTRUCTION QUALITY ASSURANCE Ph:412.429.2324 800.365:2324w.cecinc.c Fax:412.429.2114 _ AGENT. C(THIS DETAIL) ql 11 Ir 11 wWw.CBCinC.COm " RESTORATION SYSTEMS, LLC P°°4, ;�It VMC ROCKINGHAM QUARRY CLASS A&B ROCK PLACED PRM SITE - STREAM RESTORATION" STREAM PLAN LEGEND: �� BEHIND FILTER FABRIC IC24"MIN. WOVEN GEOTEXTILE ,.�• "cA � WADESBORO ANSON COUNTY x FILTER FABRIC e NORTH CAROLINA 8 SECTION C-C `C'ap '� r" RAWN BY: CCR/LKC 1 CHECKED BY: CCR IAPPROVED BY: CMME ' 5�1 ATE: FEBRUARY 2024 DWG SCALE: AS SHOWN PROJECT No: 324-404 A eLOG STEP POOL(S) IN-STREAM STRUCTURE DETAILS DRAWING NO.: A D4 NOT TO SCALE "Q'�BlNtta% D4 R 8 7 6 5 4 3 2 1 "SIGNATURE ON FILE 8 7 6 5 4 3 2 BANKFULL WIDTH I�5'- 10'. SUBMITTAL&REVISION RECORD (TOP OF BANK) NO DATE DESCRIPTION LOW FLOW CHANNEL BANKFULL oeroTnozs DESIGN H (TOE OF BANK) N H .. uvo 1 REVISED AND RESUBMmED FOR PERMnnNG A 2'x4"x6-8°(MIN.) MM TE—NAYS BEEN CREATED mR FULL COLOR PLOTTING. INFORNATpN MAY BE LOST IN COPYING NO/OR PLOTTING O� RESTORE BANKS WITH EROSION WOODEN STAKE IN GRAY scut. ANY oRnvnNG THAT IS NOT PLDTIEO IN FULL COLOR SHALL NOT BE CONSIDERED ADEQUATE FOR J CONSTRUCTON PURPOSES. —HEAD OF RIFFLE CONTROL MATTING ND LIVE STAKES IF TRENCHING AT STREAM ADD RANDOM BURIED LARGE BANKFULL ELEV. BANK IS NOT FEASIBLE, _ WOODY DEBRIS AND/OR r „ir- �C TO SECURE K TOE CAN BMATTING 80ULDERS/COBBLES FOR l0 HABITAT DIVERSITY SoV°$o'J TOE OF BANK _ EROSION CONTROL MATTING SHOULD B R B _ BE PLACED BENEATH ROCKS SECTION B-B NOTES, 0 (HIS DEWL) I Q E a� ° -` H— °Ce°O °Bo �T OPTIONAL BOULDER 12"ROM.THICKNESS WELL GRADED 1. COIR FIBER EROSION CONTROL MATS PROVIDE TEMPORARY BANK T MIX OF ON-SITE ALLUVIUM. STABILIZATION FOLLOWING BANK GRADING, UNTIL PERMANENT VEGETATION CAN D BE ESTABLISHED. E �,- Jpp E SECTION B-B MATTING NO MATTING MATTING g 6: O C 2 COIRMETE FIBER EROSION CONTROL MATS SHALL BE 700 GRAMS PER SQUARE (a U °� o N COIR FIBER EROSION �A�A/��jA %� \ 3. BEFORE INSTALLING COIR BLANKETS,RAKE OR TILL THE UPPER THREE TO G N � ,$`, N DS MKS WITIH ERGS ONOREj�\�\��\\j\/�j\\\\\\\\\/\\/ OF BANK LAYERS,SEED UR INCHES OF THE SOIL WITH TEMPORARY THE AND COIR PERMNENT SEED MIXES, G °, Iig89� � JA CONTROL MATTING AND L RAKE SOIL LEVEL.AND ROLL OVER MATTING OR LAY ON BANK. LIVE STAKES12"NOM.THICKNESS WELL GRADED MIX SECTION A-A 4. LIVE STAKES EXTENDING 2-3 FT ARE INSTALLED FROM TOP OF BANK TO OF ON-SITE ALLUVIUM(IF AVAILABLE) TOE OF BANK AT A DENSITY OF 4-9 BRNCHES PER SQUARE FOOT ALONG OTHERWISE USE WELL GRADED MIX OF THE STREAM BANK. STONE AND GRAVEL. K 6� HEAD OF RIFFLE SEE DETAIL 1 ON DRAWING Dt. 5. PLACE COIR MATS PERPENDICULAR TO THE CHANNEL.WHERE MULTIPLE E f, DOWNSTREAM MAT WILL PANELS OF MATS ARE USED,PANELS SHALL BE OVERLAPPED A MINIMUM OF Q 0`� °G° I UO ,.�o(e UPSTREAM MAID BY THE SIX INCHES,IN A DOWNSTREAM AND DOWNSLOPE DIRECTION. E ,{,T 6"MIN.VERTICAL OVERLAP G CHANGE IN ELEVATIONooJ °,g p° 8 °"a� iF - CHANGE IN ELEVATION POINT 6. PULL MATS 5-10 FT BEYOND TOP OF BANK INTO THE FLOODPWN.MATTING POINT ° \ ° 50 og .^ ; 38° ) SHOULD BE CUT AROUND WETLANDS.PER NOTE 8, MATTING EDGES NEED \ A(THIS DETAIL) �o° BO TRENCHED AND STAKED. \ \ SNAGS OR LARGE WOODY DEBRIS of oso � L -- -------- -- -- ---- ------ TOP 7. PULL MATS TIGHT,BUT MAINTAIN CONTACT WITH THE SOIL.USE 2-INCH X \ \ ,° POOL 6"MIN. • • • y• e e e 4-INCH X 6 TO 8-INCH WOODEN STAKES ON THREE-FOOT CENTERS TO HORIZONTAL F SECURE COIR MATS POUNDING STAKES DOWN TO NEAR GROUND SURFACE. F PLAN VIEW PROFILE A-A OVERLAP ■ ■ ■ ❑ p ■ ■ 8. TRENCH MATTING 6-IN DEEP WITH STAKES ON ALL OUTWARD EDGES. F 10 k 9. MATTING IS SPECIFIED BY USING..D-Mat®70 FROM R0.. + ■ ■ ❑ ❑ ❑ ❑ ■ INTERNATIONAL(https://mianka.com/product/blod-mat-70/).ANY OTHER INSTALLATION NOTES: MATERIALS ARE TO BE APPROVED BY THE ENGINEER OR CONSTRUCTION QUALITY ASSURANCE AGENT. 1. DIG A TRENCH BELOW THE BED FOR THE INVERT INSTALLATION. • • • ❑ ❑ ❑ ■ BOTTOM UPSTREAM 2. FILL IN THE UPSTREAM SIDE OF THE STRUCTURE WITH ON-SITE ALLUVIUM (IF AVAILABLE)OTHERWISE USE WELL GRADED MIX OF MAT DOWNSTREAM CLASS A STONE(2"-6")TO THE INVERT ELEVATION OF THE CHANNEL. FLOW MAT 3. UNDERCUT APPROXIMATELY 1 FOOT DOWN STREAM OF TAIL OF RIFFLE.BACK FILL ALL UNDERCUT AREAS WITH A MIX OF ON-SITE ALLUVIUM AND/OR MIXED ON-SITE ALLUVIUM AND CLASS A STONE. MATTING,STAKING PLAN VIEW 4. INCORPORATE RANDOM BOULDERS WITHIN RIFFLES,ADD SNAGS AND/OR LARGE WOODY DEBRIS THROUGHOUT RIFFLE,ANCHORING IN SUBPAVEMENT LAYERS;AT DIRECTION OF ENGINEER OR CONSTRUCTION QUALITY ASSURANCE AGENT. eCOIR FIBER EROSION CONTROL MAT 5. RESTORE BANKS WITH EROSION CONTROL MATTING AND LIVE STAKES. D5 NOT TO SCALE E E eHABITAT ENHANCEMENT RIFFLE(OPTIONAL) D5 NOT TO SCALE NOTES _ ... 1. ROCK CONSTRUCTED RIFFLES ARE GRADE CONTROL AND HABITAT ENHANCEMENT MEASURES THAT ARE USED TO MAINTAIN GRADE OF UPSTREAM POOLS,OXYGENATE WATER,AND PROVIDE HABITAT FOR EPIFAUNA AND FISH. THESE STRUCTURES ARE TYPICALLY USED IN LOWER GRADIENT STREAMS WITH OVERALL SLOPES LESS THAN 2% 4y°, TOP OF BANK(BANKFULL) THIS DETAIL CAN BE USED FOR CONSTRUCTING RIFFLES USING NATURAL ALLUVIUM CONSISTING OF BOULDERS, COBBLES,AND GRAVEL OR SPECIFIED SELECT MATERIAL. �.CK 2. ROCK CONSTRUCTED RIFFLES SHOULD IS PLACED AT THE STATIONS,OFFSETS,ELEVATIONS,AND GEOMORPHICD AGGRE TE'57 STONE POSITIONS INDICATED ON THE PLAN,THIS DETAIL AND DATA TABLE,OR AS DIRECTED BY THE ENGINEER ORD AGGREGATE CONSTRUCTIONQUALITY ASSURANCE AGENT. - 3. ROCK CONSTRUCTED RIFFLES ARE PLACED IN THE STRAIGHT SECTIONS OF THE CHNNEL BETWEEN MEANDER HEADER BENDS(LE.,BETWEEN UPSTREAM POINT OF TANGENCY ND DOWNSTREAM POINT OF CURVATURE),AS INDICATED BOULDERS OSION CONTROL ON THE PLANS. MAT TO BE PLACED \% BANKFULL BENEATH ROCK 4. ALLUVIUM OR SELECT MATERIAL FOR ROCK CONSTRUCTED RIFFLES SHALL CONSIST OF COARSE SUBSTRATE° —... ..._.. .. LIMITS ION (GRAVEL,COBBLE,ND BOULDER). A MIXTURE AT SIZES OF ALLUVIUM OR SELECT MATERIALS,AS SPECIFIED LIMITS STRFAMBED SECTION B-B EX DATA TABLE,SHOULD TI USED FOR SUBSTRATE IN RIFFLE AND RUN HABITATS.COARSE ALLUVIUM EXCAVATED FROM THE EXISTING STREAM BED,WHICH MEETS THE SPECIFlED SIZE CLASSIFICATION,IS THE FLOODPLAIJSTR _ BE THE I ' \ 'i �� ///\ \\\ PREFERRED MATERIAL TO USE FOR SUBSTRATE. i DOWNSTRE i BANKFULL HEAD OF RIFFLE ROCK,6 TO 8-IN.DEPTH 5. CONSTRUCT ALLUVIAL RIFFLES BY: ADJACENTB - FOOTER Nr , .-"\\ /\ a. SHAPE THE CHANNEL AND Fi00DPLAIN TO THE SPECIFIED GRADES AND DIMENSIONS. c --TOE OF SLOPE /V\ \%V/= BOULDERS ° A\ DERb. EXCAVATE ENOUGH BED MATERIAL TO PLACE SUBGRADE MATERIAL,IF SPECIFlED,AND COARSE ALLUVIAM - OR SELECT MATERIAL FOR THE RIFFLE TO ACHIEVE THE SPECIFlED INVERT ELEVATIONS.IF THE CHANNEL NON-WOVEN GEOTEXTILE FABRIC ..— —...— IS DESIGNED WITH AN INNER BERM,KEY THE COARSE ALLUVIUM OR SELECT MATERIAL INTO THE BANKS (US 270NW OR SIMILAR) — POOL EXTENDING ENTIRELY UNDER THE INNER BERM.IF THE CHNNEL LACKS N INNER BERM,KEY THE ,� COARSE ALLUVIUM OR SELECT MATERIAL INTO THE BANKS EXTENDING TO HALF BANKFULL �A` SECTION A-A SECTION A-A . PLACE THE COARSE ALLUVIUM OR SELECT MATERIAL IN SIX-INCH LIFTS AND COMPACT EACH LIFT WITH C (THIS DETAIL)� THE BUCKET OF THE EXCAVATOR. 0 d. INSTALL THE ALLUVIAL RIFFLE AT THE INVERTS SPECIFlED IN THE PLANS AND THEN CHECK THEELEVATIONS OF THE INVERTS WITH SURVEY EQUIPMENT. + TOP OF BANK (BANKFULL)HERS I G. PLACE SOIL OVER THE TOP OF THE COARSE ALLUVIUM OR SELECT MATERIAL KEYED INTO THE INNER ^ CHANNEL(TOE) 2 BERM OR STREAM BANK AND GRADE THE INNER BERM/BANKS TO THE SPECIFIED ELEVATIONS. 11S ICOIR FIBER EROSIONj - DS CONTROL MATS�j 6. THE ROCK CONSTRUCTED RIFFLE MATERIAL SHALL BE FINISHED TO CREATE A SMOOTH PROFlLE,WITHOUT AN FOOTER i ABRUPT JUMP/TRANSITION BETWEEN THE UPSTREAM POOL-GLIDE AND THE RIFFLE,OR N ABRUPT BOULDERS I BANKFULL _,, _,, _,, _, _,_ _,_ ,_, ,,,_,,,_ IS DET ) DROP/TRANSRION BETWEEN THE RIFFLE AND THE DOWNSTREAM RUN-POOL.THE FINISHED CROSS SECTION OF B B(TH AIL THE RIFFLE MATERIAL SHALL GENERALLY MATCH THE SHAPE AND DIMENSIONS SHOWN ON THE RIFFLE TPICAL '`+ STREAMBED SECTIONWITH SOME VARIABILITY OF THE THALWEG LOCATION AS A RESULT OF PLACEMENT OF LARGER SUBSTRATE,SUCH AS BOULDERS. ROCK7. THE END OF RIFFLE CONTROL POINT MAY TIE IN TO A DRAINAGE STRUCTURE OR OTHER IN-STREAM (SEEDETAIL TABLE) STRUCTURE(E.G.:J-HOOK VANE,LOG OR BOULDER SILL,ETC.).AT A MINIMUM COIR FIBER ROLLS SHOULD BE CONSIDER TO PROTECT THE OUTER BEND DOWNSTREAM OF THE ROCK CONSTRUCTED RIFFLE. VIA AV FLOODPIAI B(THIS DETAIL) DOTER BOULDERS WILL BE PLACED INTO THE EXISTING 3 8. RE-DRESSING OF CHANNEL AND BANKFULL BENCH/FLOODPLAIN WILL LIKELY BE REQUIRED FOLLOWING oI o SUBSTRATE A MINIMUM OF 2 FEET INSTALLATION OF IN-STREAM STRUCTURES AND SHALL BE CONSIDERED INCIDENTAL TO CONSTRUCTION. 7 7 7 7 B PLAN VIEW SECTION B-B 9. ALL MATERIALS ARE TO BE APPROVED BY HE ENGINEER OR CONSTRUCTION QUALITY ASSURANCE AGENT. CIVIL&Environmental Consultants,Inc. B 700 Cherrington Parkway-Moon Township,PA 15108 NOTES ROCK CONSTRUCTED RIFFLE DATA TABLE Ph:412.429.2324-800.365.2324-Fax:412.429.2114 www.cecinc.com 1. ALL BOULDERS SHALL BE A MINIMUM DIAMETER OF 2 FT. 3. A DOUBLE FOOTER BOULDER SHALL BE UTILIZED IN SAND SUBGRADE MATERIAL SELECT MATERIAL RESTORATION SYSTEMS LLC "g BED MATERIAL WELL GRADED MIX OF ON-SITE ALLUVIUM CONSISTING OF GRAVEL(S 2.5-DIA), , W 2. GAPS BETWEEN BOULDERS SHALL BE MINIMIZED BY FIRING N/A COBBLE(2.5-10-DIA),AND SMALL BOULDERS(10-20`DIA) VMC ROCKINGHAM QUARRY d BOULDERS TOGETHER,PLUGGING GAPS WITH ROCK,LINING 4. ALL MATERIALS ARE TO BE APPROVED BY THE ENGINEER OR THE BACK FACE WITH NON-WOVEN GEOTEXTLE FABRIC,AND CONSTRUCTION QUNJII'ASSURANCE AGENT. PRM SITE - STREAM RESTORATION THE BACK NG THE STRUCTURE WITH GEOTO NO.57 STONE AGGREGATE. THE CONTRACTOR WILL BE REQUIRED TO FIT w BOULDERS TIGHTLY. A (THIS DETAIL) r,+;�N CAgO•.,,� WADESBORO, ANSON COUNTY ,Q•,•pEe3l0• �, g PLAN eROCK CONSTRUCTED RIFFLE(OPTIONAL) r'O,QPo Nr�•� NORTH CAROLINA D5 e NOT TO SCALE °- EMN BY: CCR/LKC CHECKED BY CCR APPROVED BY: CMM*BANK BOULDERS(OPTIONAL) �( ATE: FEBRUARY 2024 DWG SCALE: AS SHOWN PROJECT No: 324-404 s A - `5�� DRAWING NO.: A N D5 NOT TO SCALE �pp 2' /cholNttp P�°s IN-STREAM STRUCTURE DETAILS D5 „KL.MC , R 8 7 6 5 4 3 2 1 -SIGNATURE ON FlLE 8 7 6 5 4 3 2 1 1 SUBMITTAL&REVISION RECORD NO DA.TE DESCRIPTION VS - D H H 1v 1 REVISED MM THE PUNS HAVE BEEN RCRFAIED FOR FULL COLOR PLOTTING. INFORNA11014 NAY BE LOST IN COPYING AND/OR PLOTTING IN GRAY SCNE. ANY DRAWING THAT IS NOT PLDTIEO IN NLL COLOR SHALL NOT BE CONSIDERED ADEQUATE FOR BANKFULL CONETRUCTON PURPOSES. SILL BOULDERS HEIGHT TO BANKFULL,SEE TABLE SILL BOULDERS CONTROL POINT SURFACE BOULDERS INVEVANE SLOPE,SEE TABLE ELEVATION VANE SLOPE,SEE TABIP �� ,wAi✓�A\w�\�THATVA \// //�A r V/i/�A��A ��A��\ ✓��A\w� SILL \ '` ��,%��A\, A/v�/A\A �A A, ',�./A� SILL INSTALLATION NOTES: WEIR FOUNDATION BOULDERS 1. BOULDER CROSS VANES ARE HYDRAULIC AND GRADE CONTROL MEASURES THAT ARE USED TO DIRECT FLOW AWAY FROM THE CHANNEL BANK, G CONCENTRATE FLOWS INTO THE CENTER OF THE CHANNEL,AND ENHANCE HABITAT.THEY ARE COMMONLY USED FOR GRADE CONTROL AT THE G SECTION A-A UPSTREAM AND DOWNSTREAM EXTENT OF STREAM RESTORATION REACHES AND UPSTREAM OF PLANNED RIFFLES TO AID IN RIFFLE DEVELOPMENT HAND FILL ALL VOIDS ALONG THE UPSTREAM FACE AND MAINTENANCE. CONTROL POINT OF THE STRUCTURE WITH ROCK LARGE ENOUGH INVERT ELEVATION NOT TO SLIP THROUGH THE VOID. PACK 2. BOULDER CROSS VANES SHOULD BE PLACED AT THE STATIONS,OFFSETS,ELEVATIONS,AND CONFIGURATION INDICATED ON THE STREAM DATA AND SMALLER MATERIAL AROUND THE LARGER ROCK STRUCTURE TABLE,STREAM PLAN,AND THIS DETAIL,OR AS DIRECTED BY THE ENGINEER OR CONSTRUCTION QUALITY ASSURANCE AGENT. SURFACE TO PLUG GAPS. BANKFULL WIDTH 3. BOULDERS SHOWN ON THIS DETAIL ARE NOT TO SCALE NOR DO THEY REPRESENT THE NUMBER OF BOULDERS THAT WILL ULTIMATELY BE BOULDERS REQUIRED FOR THE STRUCTURE. THE NUMBER OF BOULDERS REQUIRED WILL BE A FUNCTION OF THE LENGTH OF THE STRUCTURE AND THE 1/3 BANKFULL 1/3 BANKFULL 1/3 BANKFULL AVERAGE LENGTH OF EACH BOULDER. (VANE ARM) (INVERT LENGTH) (VANE ARM) 4. BOULDERS SHALL BE DURABLE STONE RESISTANT TO DECOMPOSITION FROM FREEZE-THAW. IF PRESENT, BOULDERS FROM THE EXISTING STREAM MEETING THE SPECIFIED TYPE AND SIZE SHOULD BE USED IN THE RESTORED CHANNEL SEGMENT. INNER BERM OF R LOW FLOW L INNER BERM OF 5. FOUNDATION BOULDERS ARE PLACED TO PROVIDE A FOUNDATION FOR THE SURFACE BOULDERS IN EACH BOULDER CROSS VANE. TYPICALLY, UPSTREAM RIFFLE G CHANNEL E UPSTREAM RIFFLE FOUNDATION BOULDERS ARE BURIED IN THE CHANNEL BOTTOM AND NOT SEEN WHEN THE STRUCTURE IS COMPLETED. SURFACE BOULDERS FOR FOUNDATIOF STRUCTURES REQUIRE FOUNDATION BOULDERS UNLESS BEDROCK IS PRESENT DIRECTLY BELOW THE SURFACE BOULDER,THEN THE FOUNDATION BOULDERS N T--� y r-~�i BOULDER MAY BE OMITTED. SURFACE BOULDERS ARE THE TOP MOST COURSE OF BOULDERS USED IN EACH BOULDER CROSS VANE. SURFACE ELEVATION AT WEIR D 0 D BOULDERS CAN BE SEEN PROTRUDING FROM THE WATER SURFACE DURING LOW FLOWS. F S SUBSTRATE RESTORATION LLj S 6. A HYDRAULC EXCAVATOR,WITH A HYDRAULIC THUMB,SHALL BE USED TO PLACE BOULDERS AND LOGS. F E B CONTROL POINT;TOP OF E 7. THE INVERT OF THE BOULDER CROSS VANE IS TYPICALLY LOCATED IN THE CENTER THIRD OF THE STREAM CHANNEL,UNLESS THE STRUCTURE IS I WEIR BOULDERS AT N N DESIGNED WITH OFF-SET VANES TO CONFORM TO BENDS IN THE CHANNEL THE SURFACE BOULDERS COMPRISING THE WEIR ARE SET AT THE D NVERT ELEVATION D INVERTE D NON-WOVEN FILTER FABRIC SHALL I /. .� N C(THIS DETAIL) ELEVATION OF THE STRUCTURE. ONLY BE USED WHEN COVERING THE ROCK SECTION OF A STRUCTURE. G 8. THE VANE LENGTH IS THE STRAIGHT LINE PORTION OFLE CROSS VANE STRUCTURES MEASURED FROM THE STREAM BANK AT BANKFULL E ELEVATION TO CONTRACTOR SHALL USE US FABRICS THE CHANNEL BED. THE VANE ANGLE IS E THE SMALLEST ANGLE MEASURED BETWEEN A VANE AND A DNE TANGENT TO BANKFULL ELEVATION LINE SILL BOULDER / _ \ A AT THE POINT WHERE THE VANE INTERSECTS THE BANK. US205NW FABRIC OR EQUIVALENT. B - 1 rSURFACE BOULDER rAPPROX FINISHED GRADE N / K 9. A MIXTURE OF SELECT MATERIALS SHOULD BE USED FOR SUBSTRATE RESTORATION IN RIFFLE AND RUN HABITATS AND TO FILL GAPS IN THE VANE I I K / � Icy \ BOULDERS.COARSE ALLUVIUM EXCAVATED FROM THE EXISTING STREAM BED,WHICH MEETS THE SPECIFIED SIZE CLASSIFICATION,IS THE PREFERRED BANKFULL ELEV. PLUG WI7H SELECT MATERIAL TO / _i� FOUNDATIO N BOULDER(IF BEDROCK MATERIAL TO USE FOR SUBSTRATE RESTORATION. REFER i0 THE SUBSTRATE RESTORATION DETAIL FOR ADDITIONAL INFORMATION. FLOW A VANE SLOPE,S FORM A TIGHT-FTITING SEAL IS PRESENT DIRECTLY BELOW �� i m 10.CONSTRUCT BOULDER CROSS VANE STRUCTURES BY: ' SEE TABLE \ SURFACE BOULDER,FOUNDATION INNER BERM ELEV.© BOTTOM OF SURFACE BOULDER ��A, BOULDER WILL NOT BE NECESSARY) Q. FIRST SHAPE CHANNEL AND FLOODPWN TO THE SPECIFIED GRADE AND DIMENSIONS. _STREAM CHANNEL I� �� b. NEXT,EXCAVATE ENOUGH BED MATERIAL TO PLACE THE BOULDERS,NON-WOVEN GEOTEXTILE FABRIC(US FABRICS US205NW)AND SELECT VANE ANGLE 20' / i�• \ VANE ANGLE 20' MATERIAL FOR BACKFILL AND SUBSTRATE REPLACEMENT. /c+ D. PLACE FOUNDATION BOULDERS AND SURFACE BOULDERS AT THE CHANNEL INVERT AND THEN USE SURVEY EQUIPMENT TO CHECK THE CONTROL POINT BOULDER SILL i v= ¢O BOULDER SILL ELEVATIONS OF THE INVERTS IN ACCORDANCE WITH THE STREAM PLANS. E (MINIMUM LENGTH O \ (MINIMUM LENGTH o. ONCE THE INVERTS HAVE BEEN ESTABDSHED,THE REMAINDER OF THE FOUNDATION AND SURFACE BOULDERS SHALL BE PLACED,MINIMIZING E INVERT ELEVATION �'.F O O FOUNDATION BOULDER EQUAL TO ONE-FORTH c. EQUAL TO ONE-FORTH VOIDS. THE BANKFULL WIDTH) r Q Tn a \ THE BANKFULL WIDTH) e. EXTEND BOULDER SILLS INTO STREAM BANKS A MINIMUM LENGTH EQUAL TO ONE-FOURTH THE BANKFULL WIDTH. SECTION B-B 2 \ f. USE SMALLER ROCKS TO FILL THE VOIDS BETWEEN BOULDERS ON THE UPSTREAM SIDE OF THE STRUCTURE. A r,e. A(THIS DETAIL) 9. PLACE NON-WOVEN GEOTEXTILE FABRIC(US FABRICS US205NW)ALONG THE ENTIRE UPSTREAM FACE OF THE STRUCTURE,EXTENDING FROM THE TOP OF THE STRUCTURE TO THE BOTTOM OF THE FOUNDATION BOULDER AND EXTENDING BELOW THE SUBSTRATE A MINIMUM OF FIVE FEET UPSTREAM AND LATERALLY TO THE TOE OF THE STREAM BANK. h. BACKFILL STRUCTURE AND NON-WOVEN FILTER FABRIC WITH EXCAVATED ON-SITE STREAM ALLUVIUM(IF AVAILABLE),OTHERWISE USE THE - I D_1 -- - ----- MATERIAL SPECIFIED IN THE SUBSTRATE RESTORATION DETAIL SOIL SHALL BE COMPACTED WELL AROUND BURIED PORTIONS OF THE STRUCTURE.TRIM ANY EXPOSED NON-WOVEN FILTER FABRIC. SILL BOULDER B SILL BOULDER I. ONCE THE STRUCTURE IS INSTALLED,EXCAVATE SCOUR POOL AND PLACE SELECT MATERIAL AS REQUIRED. BANKFULL ELEV. ROCKS WILL VARY IN SIZE RANGING j. RE-DRESSING OF CHANNEL AND BANKFULL BENCH/FLOODPLAIN WILL LIKELY BE REQUIRED FOLLOWING INSTALLATION OF IN-STREAM SURFACE BOULDER TO FROM 2-4-FT X 2-3-FT X FOUNDATION BOULDER(STRUCTURE FOUNDATION STRUCTURES AND SHALL BE CONSIDERED INCIDENTAL TO CONSTRUCTION. OVERLAP FOUNDATION SURFACE /\��\\ 0.8-1.0-FT SHOULD BE EXCAVATED AND PLACED AT BOULDER 2/3 BOULDER BOULDER '7 BOULDER \� // BEDROCK OR 2 FT. BELOW SCOUR DEPTH.) 12.THE SURFACE OF CROSS VANES SHALL BE FINISHED TO A SMOOTH AND COMPACT SURFACE IN ACCORDANCE WITH THE LINES,GRADES AND WIDTH \ \/ CROSS-SECTIONS OR ELEVATIONS SHOWN ON THE PLANS.THE DEGREE OF FINISH FOR INVERT ELEVATIONS SHALL BE WITHIN 0.10 FOOT OF THE 1R SLOPE /�\/\\ FLOODPWN SILL GRADES AND ELEVATIONS INDICATED,OR AS DIRECTED BY THE ENGINEER.ALL GAPS OR VOIDS SHALL BE PLUGGED WITH SELECT MATERIAL TO PLAN FORM A TIGHT-FITTING SEAL. SUBSTRATE RESTORATION 13.ALL MATERIALS ARE TO BE APPROVED BY THE ENGINEER OR CONSTRUCTION QUALTY ASSURANCE AGENT. D D Q NON-WOVEN FILTER FABRIC SHALL ONLY BE USED WHEN COVERING THE ROCK SECTION OF A STRUCTURE. CONTRACTOR SHALL USE FOUNDATION EXTEND FABRIC io US FABRICS US205NW FABRIC OR GROUP NO. VANE ARM LENGTH INVERT LENGTH VANE ANGLE DEG VANE SLOPE % HEIGHT TO BANKFULL BOULDER EQUIVALENT. TOE OF STREAM BANK 1 7.2 1.2 20 5.7 0.6 N 2 7.3 1.2 20 5.7 0.7 3 7.6 1.2 20 5.7 0.7 SECTION C-C 4 6.4 1.4 2D 5.7 o.fi 5 10.1 1.7 20 h h C C 2 (;s RESTORATION flAVIA AF AV FIA7 I B s; "' Civil&Environmental Consultants,Inc. B r \ 700 Cherringlon Parkway-Moon Township,PA 15108 Ph:412.429.2324-800.365:2324-Fax:412.429.2114 www.cecinc.com RESTORATION SYSTEMS, LLC VMC ROCKINGHAM QUARRY " PRM SITE - STREAM RESTORATION STREAM PLAN LEGEND: .NCA WADESBORO ANSON COUNTY ,iP�oFE63,°°%' NORTH CAROLINA RAWN BY: CCR/LKC 1 CHECKED BY: CCR APPROVED BY: CMM. 1 BOULDER CROSS VANE(OPTIONAL) ATE: FEBRUARY 2024 DWG SCALE: AS SHOWN PROJECT NO: 324-404 ti A D6 NOT TO SCALE - p 599� 2 DRAWING NO.: A /cholNt. tpP IN-STREAM STRUCTURE DETAILS D6 „KL M.. R 8 7 1 6 5 4 3 2 1 *SIGNATURE ON FILE 8 7 6 5 4 3 2 1 1 SUBMITTAL&REVISION RECORD NO I DATE I DESCRIPTION eloTno DESIGN H H NQIE:THEz PLANS M BEEN BCREATED FOR NLL COLOR PLOTTING. INFORIMTION-BE LOST IN COPYING AND/OR PLOTTING IN GM SCALE. ANY DE-NG THAT IS NOT PLOTTED IN NLL COLOR SNALL NOT BE CONSIDERED ADEW W FOR CONSTRUCTON PURPOSES. Temporary Seed(Erosion and Sediment Control) PLANTING NOTES Species I Application Rate Application Date Notes 1. THE FOLLOWING SPECIFICATIONS SHALL BE MET AT THE TIME OF PLANTING: Secale cereale(Gaain Rye) 1130lbs.peracre IYear-round I Disturbed or stockpile areas 1.1. PLANT MATERIALS SHALL BE HEALTHY AND FREE OF DISEASE, PESTS, MECHANICAL INJURY, AND STRESS. PLANTS SHALL EXHIBIT NORMAL PHYSICAL AND GROWTH CHARACTERISTICS TYPICAL OF THE Urochloa ramose(Brown Top Millet) 11516s.per acre IMay-September I Near stream channels/banks SPECIES. 1.2. A COMBINATION OF BAREROOT SPECIES SHOULD BE PLANTED AS SPECIFIED IN PLANTING TABLES G LISTED ON THIS SHEET. G 1.3. PLANTS SHALL BE PROPERLY KEPT UNTIL DAY OF PLANTING. Permanent Seed Mix-Sitewide for Native Diversity,Pollinator Benefits,and Stabilization Proposed Planting Plan 1.4. PLANTS SHALL BE DIPPED IN AN ANTI-DESICAT (TERRA-SORB) OR SIMILAR PRODUCT PRIOR TO BEING PLANTED. Species* % Species* % Vegetation Association Piedmont/Low Mountain Dry-Mesic Oak-Hickory Stream-sideAssemdage** TOTAL Potential substitute species orspecies 1.5. PLANTS SHALL BE FULLY ROOTED IN THE POTTING MEDIUM (SOIL, PEAT POT, ETC.). Cornrnon Yarrow( fo )Achilleamille lium I Perennial Gaillardia(Blanketflower)(Gaillardia I15 Alluvial Forest* Forest* perennial) for adaptive management planting 1.6. NO PLANT SUBSTITUTIONS OTHER THAN THOSE SPECIFIED IN THE PLANTING PLAN TABLE SHALL BE Area(acres) 8.1 21.1 5.3 34.5 ALLOWED WITHOUT THE CONSENT OF THE ENGINEER OR CONSTRUCTION QUALITY ASSURANCE AGENT. Redtop(Agrostisgigantea) IS NarrowleafSunflower(He/ianthusangustifolius) US Indicator 1.7. IT IS RECOMMENDED THAT THE PLANT MATERIALS FOR THIS PROJECT BE GROWN/HARVESTED UNDER Winter Bentgrass(Agrostis hyemalis) 5 Oxeye Sunflower(Heliopsis helianthoides) 0.5 Species Status #panted* %oftotal #planted* %oftotal #planted** %oftotal #planted Species CONTRACT WITH A REGIONALLY-BASED NATIVE PLANT SUPPLIER TO BETTER ENSURE THE AVAILABILITY Autumn Bentgmss(Agrostisperennans) 5 CrimsoneyedRosemallow(Hibiscus moscheutos) 0.5 AND QUALITY OF THE SPECIFIED PLANT MATERIALS. River birch(Be[ula nigra) FACW 850 15.3 1600 ILL 2450 I Boxer (Acerne 2. PLANTS SHALL BE INSTALLED IN MOIST SOIL USING APPROPRIATE HAND TOOLS (SPADE, DIBBLE, AUGER, Creeping Bentgmss(Agrostis stolonifera) 5 Path Rush(Juncus tennis) 0.5 Hornbeam am(Carpinus us carp caroliniana) ETC.) TO PREVENT WILDLIFE BROWSING. Winged elm(Ulmus alata) FACW - - 1650 11.5 -- - 1650 Sugarbeny(Celtis occidentalis) F Blue False Indigo(Baptisia australis) 2 Roundhead Lespedeza(Lespedeza capitata) 0.5 F Hackberry(Celtislaevigata) FACW 850 15.3 -- -- - - 850 2Caeen ash(Frairmuspennsylvanica) 3. THE SEED MIX SHALL BE COMPRISED OF NATIVE SEDGES, RUSHES, AND FORBS. THE SPECIES ARE Fox Sedge(Carexvulpinoidea) 5 Marsh BlazingS[az(Liatrisspicata) 0.5 CHARACTERISTIC OF THOSE FOUND IN THE REGION AND POSSESS A GROWTH HABITAT THAT WILL MINIMIZE Red bud(Cerciscanadensis) FACU - - 750 5.2 - -- 750 RedMulbetry(Morusrubra)Partridge Pea(Chamaecristafasciculata) I Wild Bergamot(Monardafis[uJosa) 0.5 COMPETITION WITH TREE AND SHRUB PLANTINGS DURING THE INITIAL GROWTH YEARS. SEEDING SHOULD t BE APPLIED AT THE RATES LISTED ON THIS SHEET. Silky dogwood(Cornus amomum) FACW 850 15.3 - - 1650 114 2500 Eastern cottonwood(Populus Sensi[ivePea(Chamaecristanictitans) 1 BeakedPanicgmss(Panicumanceps) 0.5 Shagbark hickory(Carya ovata) FACU - -- 750 5.2 - -- 750 Willow oak(Quercusphellos) Oxeye Daisy(Leucanthemum Vulgate) 5 Deertongue,Tioga(Dichanthelium clandestinum) 5 Chestnut oak(Quercusprinus) 4. PLANTING PLAN SPECIFICATIONS SHALL FOLLOW GUIDELINES LISTED ON THIS SHEET. Persimmon(Diospyros virginuma) FAC - -- 1800 12.5 - -- 1800 Shasta Daisy(Leucanthemumsuperbum) 3 TaflWhite Beardtongue(Penstemondigitalis) I Shumazd oak(Quercusshumardti) American holly(BexOpaca) FACU 200 3.7 - - 800 -__ 1000 5. LIVE STAKES AS SPECIFIED ON THE PLANTING TABLE SHALL BE PLANTED ALONG ALL STREAM BANKS,LanceleafCoreopsis(Coreopsis lanceolata) 4 Clasping Coneflower(Dracopis amplexicaulis) I American Elm(Ulmusamericana) STAKES ARE PLANTED BELOW BANKFULL ELEVATION. Tulip poplaz(Liriodendron htliprfera) FACU - -- 1500 10.5 - - 1500 Slippery FJm(Ulmus rubra) 5.1. STAKES ARE TO BE PURCHASED AND PLANTED DURING THE DORMANT SEASON (NOVEMBER-MARCH). Plains Coreopsis(Coreopsis tinctoria) 4 Blackeyed Susan(Rudbeckia hirta) 3 Sycamore(P[atanus occidentalis) FACW 1000 IS - - 1600 ]].] 2600 Silky wiflow(Salix caroliniana)*** 5.2. STAKES SHOULD BE 3/4-2 INCHES IN DIAMETER AND AT LEAST 18" IN LENGTH WITH THE PRESENCE Showy Ticktrefoil(Desmodium canadense) 1 Wild Senna(Senna hebecarpa) US Silky dogwood(Cornus amomum)*** OF YOUNG BUDS ORIENTED UPWARD. Mockemut hickory(Carya 2 --- - 1300 Elderberry Sam ni a Purple Coneflower(Echinaceapurpurea) 5 Purple[op(Tridensflavus) 17 alba/tomentosa UPL - 1300 9. enY( bucus gr )** 5.3. STAKES SHALL BE KEPT IN MOIST, COOL AREAS BEFORE PLANTING AND SOAKED IN WATER PRIOR TO Ano E Vaginia Wildrye(Elymus virginicus) 4.5 Blue Vervain(Verbena hastata) I Wateroak(Quercus nigra) FAC 1200 21.6 2200 15.3 1600 11.1 5000 viburnum PLANTING. E dentntimituml 5.4. SPACING SHALL BE AT 2-3-FT APART ALONG ALL SECTIONS OF STREAM BANKS, BOTH USING A Boneset(Eupatoriumperfoliatuw) 0.5 1 White oak(Quercusalba) FACU 600 10.8 2200 15.3 - - 2800 TRIANGULAR PATTERN. Total=100% Red oak(Quercus rubra) FACU -- -- 2200 15.3 -- - 2200 6. UPLAND RIPARIAN PLANTING ZONE SHALL FOLLOW PLANTING DENSITIES AND COMPOSITIONS LISTED ON *This seed mix was applied at2lbs per acre sitewide. Black willow(Salixnigra)*** OBL -- -- -- -- 3600 24.9 3600 THIS SHEET. Button bush(Cephalanthus 7. PLANT HANDLING AND INSTALLATION SHOULD BE PERFORMED BY A CONTRACTOR WITH EXPERIENCE IN Permanent Seed Mix-Marsh Treatltlents,$tlYemsi(Ie,and Wetlands occidentalis*** OBIL 3600 24.9 3600 LANDSCAPING, PLANT PROPAGATION, PLANTING WETLAND MITIGATION SITES, REFORESTATION, AND/OR ECOLOGICAL RESTORATION WORK. Species* % Species* TOTAL 5 550 100 14.350 100 14,450 100 34,350 *Planted at a density of 680 stemstacre. (Planting for this species is capped at 10%of 8. PERMANENT SEEDING AND WOODY PLANTING WILL BE PERFORMED FROM NOVEMBER THROUGH MARCH, Switehgmss(Panicum rigidulum) 36 Virginia Wildrye(Elymus virginicus) 6 ••Planted at a densityof2720 stems/am. PROVIDED THAT THE GROUND IS NOT FROZEN OR SNOW-COVERED AND TREES AND SHRUBS ARE IN A the total percent stems. Bearded Beggarticks(Bidens aristosa) 20 Soft Rush(Juncus effusus) 5 ""Live Stakes DORMANT CONDITION IF PLANTED FROM NOVEMBER 5 THROUGH MARCH 8. PERMANENT SEED, HOWEVER, elianthusan usti lies 'Planting for this species is capped at 5%of SHALL BE MIXED WITH TEMPORARY SEED AND APPLIED ANY TIME OF YEAR. NatmwleafSunflower (H g fo ) 18 Common Hop Sedge(Carex lupulina) 5 the total percent stems. D �D a Caeenwhite sedge(Carex albolutescens) 8 Fox Sedge(Carex vulpinoidea) 2 Total=100 h *This seed mixwas applied at 5 His per acre in marsh treatment areas,pools,and seeps. h h TOP OF STREAMBANK C TOP OF STREAMBANK • • • • • • • • • • • • C • • • • • • • • • • • • STAKES • • • • • • • • • • • • CUT TOP OF STAKE SQUARE • • • • • • • • • • • • - R_0--o-7- ------ • • • • • • • • • • • • COIR FIBER MATTING TO BE I PLANT WITH 2 TO 5 BUDS RESTORATIO TOE OF SLOPE • • • • • • • • • • • EXTENDED TO TOE OF SLOPE ' SCARS ABOVE GROUND LEVEL PLANTING NOTES: 1. PLANT MATERIALS SHALL BE FROM NATIVE PLANT STOCK. 2. HARVEST AND PLANT STAKES DURING THE DORMANT SEASON. 3. USE HEALTHY,STRAIGHT AND LNE WOOD AT LEAST 1 YEAR OLD. TOP OF STREAMBANK �'& v 14. MAKE CLEAN CUTS AND DO NOT DAMAGE STAKES OR SPLIT ENDS DURING g TOP OF STREAMBANK TOP OF STRFAMBANK B 4o F TRIM BRANCHES CLOSE INSTALLATION;USE AN IRON BAR AND PILOT HOLE IN FIRM SOILS. B p;o �// I i� 5. SOAK CUTTINGS FOR AT LEAST 24 HOURS PRIOR TO INSTALLATION. SOAK Civil&Environmental Consultants,Inc. • • • • m 9 FOR 5-7 DAYS FOR BEST RESULTS. 700 Cherrington Parkway Moon Township,PA 15108 • • • I- -`� 3/4-2 IN. DIAMETER TOE OF SLOPE • • • • 3 % Ph:412.429.2324-800.365.2324-Fax:412.429.2114 6. TAMP THE SOIL AROUND THE STAKE. wvvw.cecinc.com • • • TO TOE OF BANK ADIAMONOF DSHAPED STAKES FROM TOPE� PLANTMAKE BUTT-ENDLED AT BUTT-END, RESTORATION SYSTEMS, LLC W • • • • STAGGERED PATTERN PLANT BUTT-END DOWN a • • • •• • • VMC ROCKINGHAM QUARRY TOE OF SLOPE • • • BOTTOM OF CHANNEL � PRM SITE - STREAM RESTORATON �N:'CARo•.. WADESBORO, ANSON COUNTY g :OQ`pOfEeSION.�, , NORTH CAROLINA Q RAWN BY: CCR/LKC I CHECKED BY: CCR APPROVED BY: CMM* A 50910P/lk/_ ATE: FEBRUARY 2024 DWG SCALE: AS SHOWN PROJECT NO: 324-404 eLIVE STAKE PLANTING pp pO22__ DRAWING NO.: A D7 NOT TO SCALE - NGIMEEa%p`�`s a PLANTING PLAN DETAILS AND NOTES D7 if C.NN;;.•" ti 8 7 6 1 5 4 1 3 2 1 1 *SIGNATURE ON FILE 8 7 6 5 4 3 2 SUBMITTAL&REVISION RECORD WIRE FENCE NO DATE DESCRIPTION 8'MAX.STANDARD STRENGTH FABRIC WITH WIRE FENCE sero�- D H (MIN.14 GAUGE 6"X6"WIRE) FILTER issueG MR ReRmDnrvG H FABRIC / 6'MAX EXTRA STRENGTH FABRIC WITHOUT STEEL .. svoznou REVISED AND REsuBNmED FOR RERNnnrv4 WIRE FENCE POST BACKFlLL TRENCH EXISTING MM THE PUNS HAVE BEEN CREATE)FOR TILL COLOR PLOTTING. INFOR 14 NAY BE LOST IN COPYING AND/OR PLOTTING AND COMPACT GROUND IN GRAY SCNE. ANY DRAWING THAT IS NOT PLDTIEO IN NU_COLOR SHALL NOT BE CONSIDERED ADEQUATE FOR THOROUGHLY CONSTRUCTON PURPOSES. 5'STEEL POST a"MIN �/ �/�j p9 / EDGES SHALL BE TAPERED OUT (MIN. 1.33 LB/LF) �� UPSLOPE G ep TOWARDS ROAD D PREVENT X�� z �� QJOJ O TRACKING OF MUD ON THE EDGES �� m (pISTUBBED AREA) RQ / m / OVO 3 N PLASTIC OR v \�� j POST RIP RAP FACED WITH 57 WASHED OQOOOOOOO ':: WIRE TIES j \�� STANDARD HARDWARE STONE-6"THK MIN OO s0 000 •• / / CLOTH-EXTEND 12" O 00 O 0(Q0) (O�Q)0(Q0_) o BELOW GRADE Q�OgO( OgOOOOOo WIRE / ,\ 1.FILTER BARRIERS SHALL BE INSPECTED NOTE: CARRY RIP-RAP THOUGH TO BREAK IN BERM IMMEDIATELY AFTER EACH RAINFALL AND O O OOr,O 00 O FENCE EXISTING DAILY DURING PROLONGED RAINFALL. G ^n f'r .(] O (�Op R GRADE REPAIR SHALL BE MADE AS NECESSARY. TO BREAK IN BERM G 12-INCH MIS. 2.FABRIC SHALL BE REPLACED PROMPTLY �OOOOOO SLOPE MAX.AREA IF FOUND TO BE IN DISREPAIR. GROUND f OPTIONAL 5'X 10'X 2' DEEP n� 0 -/ �0000000 \� \�\� \�\\�\ T\� \�\� SLOPE LENGTH(FT) (SOFT) 3.SEDIMENT DEPOSITS SHALL BE REMOVED * SEDIMENT PIT AVERAGE STONE DIAMETER OF 3n O /� �j/�j/��j 0/y�j0�/O <2R 100 10,000 AFTER EACH STORM EVENT AND WHEN 2 TO 3-INCHES WITH A �� - \�.\�.\��.��\��\\�.��.��.\:. 6-INCH MINIMUM DEPTH N,' 2 TO 5% 75 7,500 DEPOSITS REACH APPROXIMATELY 1/3 So' 8"DOWN&4"FORWARD EXISTING 5 TO 10% 50 5,000 HEIGHT OF BARRIER. UNDERLYING NONICWOVEN ALONG THE TRENCH GROUND GEOTEXTILE FABRIC 10 TO 20% 25 2,500 4.REFERENCE NCDEQ EROSION AND EXCAVATE 8"X12"TRENCH UPSLOPE ALONG LINE SEDIMENT CONTROL PLANNING AND OF POSTS EXTEND HARDWARE CLOTH INTO TRENCH, >20.°6 15 1,500 SACKFUL TRENCH AND COMPACT SOIL NOTES: INSPECTION & MAINTENANCE: SECTION VIEW DESIGN MANUAL.SECTION 6.62. SECTION 1. STABILIZED CONSTRUCTION ENTRANCES SHOULD BE USED 1. THE KEY TO FUNCTIONAL CONSTRUCTION ENTRANCES IS WEEKLY 8'-0"MAX AT ALL POINTS WHERE TRAFFIC WILL EGRESS/INGRESS A INSPECTIONS,ROUTINE MAINTENANCE,AND REGULAR SEDIMENT (a)TEMPORARY SILT FENCE ADDITIONAL HORIZONTAL CONSTRUCTION SITE ONTO A PUBLIC ROAD OR ANY REMOVAL Dg NOT TO SCALE 4'O C BRACE OPENING IMPERVIOUS SURFACES,SUCH AS PARKING LOTS. 2. REGULAR INSPECTIONS OF CONSTRUCTION ENTRANCES SHALL BE F 2. INSTALL A NON-WOVEN GEOTEXTILE FABRIC PRIOR TO CONDUCTED ONCE EVERY CALENDAR WEEK AND,AS RECOMMENDED, F PLACING ANY STONE. WITHIN 24-HOURS AFTER EACH RAINFALL EVEN THAT PRODUCES 3. INSTALL A CULVERT PIPE ACROSS THE ENTRANCE WHEN 1/2-INCH OR MORE OF PRECIPITATION. NEEDED TO PROVIDE POSITIVE DRAINAGE. 3, DURING REGULAR INSPECTIONS,CHECK FOR MUD AND SEDIMENT 4. THE ENTRANCE SHALL CONSIST OF 2-INCH TO 3-INCH D50 BUILDUP AND PAD INTEGRITY.INSPECTION FREQUENCIES MAY NEED STONE PLACED AT A MINIMUM DEPTH OF 6-INCHES. TO BE MORE FREQUENT DURING LONG PERIODS OF WET WEATHER. 5. MINIMUM DIMENSIONS OF THE ENTRANCE SHALL BE 4• RESHAPE THE STONE PAD AS NECESSARY FOR DRAINAGE AND 12-FEEF WIDE BY 50-FEET LONG,AND MAY BE MODIFIED RUNOFF CONTROL. AS NECESSARY TO ACCOMMODATE SITE CONSTRAINTS. 5.WASH OR REPLACE STONES AS NEEDED AND AS DIRECTED BY SITE INSPECTOR.THE STONE IN THE ENTRANCE SHOULD BE WASHED OR 6. THE EDGES OF THE ENTRANCE SHALL BE TAPERED OUT REPLACED WHENEVER THE ENTRANCE FAILS TO REDUCE THE AMOUNT ATTACH HARDWARE CLOTH TO TOWARDS THE ROAD TO PREVENT TRACKING AT THE EDGE OF MUD BEING CARRIED OFF-SITE BY VEHICLES.FREQUENT WASHING POST SECURELY WITH TIES OF THE ENTRANCE. WILL EXTEND THE USEFUL LIFE OF STONE PAD. STANDARD HARDWARE CLOTH- EXTEND 12" SILT FENCE OUTLET T BE 7. DIVERT ALL SURFACE RUNOFF AND DRAINAGE FROM THE 6. IMMEDIATELY REMOVE MUD AND SEDIMENT TRACKED OR WASHED BELOW GRADE LOCATED AT LOWPOINT IN STONE PAD TO A SEDIMENT TRAP OR BASIN OR OTHER ONTO ADJACENT IMPERVIOUS SURFACES BY BRUSHING OR SWEEPING. ELEVATION SILT FENCE OR AS SPECIFIED SEDIMENT TRAPPING STRUCTURE. FLUSHING SHOULD ONLY BE USED WHEN THE WATER CAN BE NOTES: E 8. LIMESTONE MAY NOT BE USED FOR THE STONE PAD. DISCHARGED TO A SEDIMENT TRAP OR BASIN. E 1. FILTER BARRIERS SHALL BE INSPECTED IMMEDIATELY AFTER EACH RAINFALL AND DAILY 9. REFERENCE NCDEQ EROSION AND SEDIMENT CONTROL 7• DURING MAINTENANCE ACTIVITIES,ANY BROKEN PAVEMENT SHOULD DURING PROLONGED RAINFALL.REPAIR SHALL BE MADE AS NECESSARY. PLANNING AND DESIGN MANUAL,SECT10N 6.06. BE REPAIRED IMMEDIATELY. 2. FABRIC SHALL BE REPLACED PROMPTLY IF FOUND TO BE IN DISREPAIR. 8. CONSTRUCTION ENTRANCES SHOULD BE REMOVED AFTER THE SITE HAS REACHED FINAL STABILIZATION.PERMANENT VEGETATION SHOULD INTAKE PIPE 3. SEDIMENT DEPOSITS SHALL REMOVED AFTER EACH STORM EVENT AND WHEN DEPOSITS H REPLACE AREAS FROM WHICH CONSTRUCTION ENTRANCES HAVE BEEN REACH APPROXIMATELY 1/3 HEIGHT OF BARRIER. REMOVED,UNLESS AREA WILL BE CONVERTED TO AN IMPERVIOUS SURFACE TO SERVE POST-CONSTRUCTION. NOTES' 4. SILT FENCE OUTLETS SHALL BE LOCATED AT LOW POINTS IN CONTINUOUS RUN OF SILT. 1 TEMPORARY CONSTRUCTION ENTRANCE TEMPORARY COFFER 1. INSTALL PUMP AND LINE TO PUMP FLOW AREA UPSTREAM OF TEMPORARY STREAM Dg E DETAIL 5 CROSSIN AREA DOWNSTREAM OF CONSTRUCTION AREA.BEGIN PUMPING AND NOT TO SCALE THUS SE K_31 TEMPORARY SILT FENCE OUTLET HEET CONTINUING PUMPING WHILE WORKING WITHIN STREAM. D8 NOT TO SCALE 2. INSTALL UPSTREAM COFFER DAM,FILTER FABRIC AND SANDBAGS. 3. INSTALL DOWNSTREAM COFFER DAM AND/OR ROCK FILTER AND FILTER FABRIC TO PREVENT BACK FLOW INTO CONSTRUCTION AREA. 4. INSTALL DEWATERING BASIN OR SILT BAG AT TOP OF BANK.DEWATER EROSION CONTROL MATTING INSTALLATION: CONSTRUCTION AREA BETWEEN COFFER DAMS USIN PUMP TO STILLING BASIN OR D SILT BAG. D (RECPS),INCLUDING ANY NECESSARY APPLICATION OF UME,FERTILIZER,AND TEMPORARY CREEK 1. PREPARE SOIL BEFORE INSTALLING ROLLED EROSION CONTROL PRODUCTS _ � / 5. CONDUCT LINE INSTALLATION. SEW. CROSSING-SEE PLAN 6. UPON CONSTRUCTION COMPLETION,STABILIZE STREAM WORK AREA,REMOVE Q 2. BEGIN AT THE TOP OF THE SLOPE BY ANCHORING THE RECPS IN A 6"(15CM) '"' DOWNSTREAM COFFER DAM,REMOVE UPSTREAM COFFER DAM AND REMOVE DEEP X 6"(15CM)WIDE TRENCH WITH APPROXIMATELY 12"(30CM)OF RECPS DISCHARGE PUMPING EQUIPMENT. EXTENDED BEYOND THE UP-SLOPE PORTION OF THE TRENCH. ANCHOR THE PIPE RECPS WITH A ROW OF STAPLES/STAKES APPROXIMATELY 12"(30CM)APART IN THE BOTTOM OF THE TRENCH, BACKFILL AND COMPACT THE TRENCH AFTER N STAPLING. APPLY SEED TO THE COMPACTED SOIL AND FOLD THE REMAINING N 12"(30CM)PORTION OF RECPS BACK OVER THE SEED AND COMPACTED SOIL. SECURE RECPS OVER COMPACTED SOIL WITH A ROW OF STAPLES STAKES SPACED APPROXIMATELY 12"(30CM)APART ACROSS THE WIDTH OF THE RECPS. 3B 3. ROLL THE RECPS(A)DOWN OR(B)HORIZONTALLY ACROSS THE SLOPE. RECPS WILL UNROLL WITH APPROPRIATE SIDE AGAINST THE SOIL SURFACE. ALL RECPS MUST BE SECURELY FASTENED TO SOIL SURFACE BY PLACING STAPLES/STAKES IN 12" p APPROPRIATE LOCATIONS AS SHOWN IN THE STAPLE PATTERN GUIDE. f C 4. THE EDGES OF PARALLEL RECPS MUST BE STAPLED WITH APPROXIMATELY 2"- + C rv5"(5-12.5CM)OVERLAP DEPENDING ON THE RECPS TYPE. PUMP 5. CONSECUTIVE RECPS SPLICED DOWN THE SLOPE MUST BE END OVER END ROCK FILTER (SHINGLE STYLE)WITH AN APPROXIMATE 3"(7.5CM)OVERLAP. STAPLE THROUGH OVERLAPPED AREA,APPROXIMATELY 12"(30CM)APART ACROSS ENTIRE RECPS EXISTING COFFER DAM WIDTH. STREA BANK TO -ITf7f� NOTES. O - 0 r., STREAM ll ll II�� HEIGHTTREA MIB K 0 ' 'AIT7 11 1-111 1 • •, • S 1. IN LOOSE SOIL CONDITIONS,THE USE 4 OF STAPLE OR STAKE LENGTHS - - FILTER BAGf-111� =1TI- -IL- GREATER THAN 6"(15CM)MAY BE NOTES: -III i 4'-MIN. III=�=I NECESSARY TO PROPERLY SECURE THE \\ - III-' _ o RECP'S. 1. TEMPORARY DAM SHALL CONSIST OF SANDBAGS OR OTHER NON-EROSIVE - , , , III- MATERIAL.EARTH FILL IS NOT PERMITTED. II" 2. ALL SLOPES WITH SLOPE \ \ -" - III-III= EX/S77NG STREAM BANK GREATER THAN 3:1 THAT III III 2. ROCK FILTER MAY BE REPLACED WITH IMPERVIOUS COFFERDAM TO PREVENT CONSTRUCTION ACTIVITIES _ a g BACKFLOW INTO THE WORK AREA. B x HAVE PERMANENRY OR NOTES: Civil&Environmental Consultants,Inc. TEMPORARILY CEASED SHALL -III-III W BE STABILIZED WITH 1 3. PUMP INTAKE SHALL BE MAINTAINED A SUFFICIENT DISTANCE FROM THE BOTTOM 1.CONTRACTOR TO PLACE IMPERMEABLE LINER ON THE UPSTREAM SIDE OF 700 Cherringlon Parkway-Moon Township,PA 15108 - -III OF THE STREAM TO PREVENT SEDIMENT FROM ENTERING THE SYSTEM.DO NOT o SHORT-TERM COFFER DAM. BIODEGRADABLE EXCAVATE A SUMP AREA WITHIN THE STREAM CHANNEL FOR THE PUMP INTAKE. Ph:412.429.2324-800.365:2324-Fax:412.429.2114 w DOUBLE-NET STRAW 4. CONTRACTOR TO CONDUCT ALL STREAM WORK"IN THE DRY". WWW.CBCITIC.COTI1 h BLANKET MATTING PER. ® III-III- RESTORATION SYSTEMS LLC W 3. REFERENCE NCDEQ EROSION III-III= PSPECTION AND MAINTENANCE: �6�TEMPORARY COFFER DAM CROSS-SECTION DETAIL g AND SEDIMENT CONTROL INSPECT EVERT 7 CALENDAR DAYS AND WITHIN 24-HOURS AFTER EACH RAINFALL D8 NOT TO SCALE VMC ROCKINGHAM QUARRY PLANNING AND DESIGN -III- EVENT THAT PRODUCES 1/2 INCHES OR MORE OF PRECIPITATION. S ACCUMULATION. MANUAL,SECTION 6.17. INSPECT ROCKINSPECT FOR S FILTER EDGES EDIMENT AND FORT EROSION AND REPAIR PROMPTLY AS REQUIRED. PRM SITE - STREAM RESTORATON 4 INSPECT TEMPORARY DAM FOR DAMAGE AFTER RAINFALL EVENT THAT PRODUCES r • EMOVE SEDIMENT WHEN FITPREACHESTION AND IEREPAIR PROMPTLY HEIGHT. AS REQUIRED. ••",. N"CAFjO•� WADESBORO, ANSON COUNTY •Q• FESSIO• ��': NORTH CAROLINA DRAWN BY. CCR/LKC 1 CHECKED BY: CCR APPROVED BY: CTy M. EROSION CONTROL MATTING r5�COFFER DAM AND PUMP BYPASS 5�'� /j�G'DATE FEBRUARY2024 DWG SCALE AS SHOWN PROJECT NO: 324404 s A 5 - DRAWING NO.: A pS NOT TO SCALE 0 D8 NOT TO SCALE =:�•. ',�•Q;CK IMtEQ%p�= EROSION AND SEDIMENT CONTROL DETAILS D8 R 8 7 1 6 1 5 4 3 2 1 *SIGNATURE ON FILE 8 7 6 5 4 3 2 1 1 SUBMITTAL&REVISION RECORD NO DATE DESCRIPTION oarotnozs D H H ovoznozx REVISED MM THE PL n H4vE BEEN RCRFAIED MR FULL WIDR PIDTRNG. INFDibacl ON WY BE Lflsf IN COPYING AND/OR P10111NG IN GRAY SC<lE. ANY DRAWING-T IS NOT PLDTIED IN NIL WILOR ShaLL NOT BE CONSIDERED ADEQUATE FOR CONSIRUCTON PURPOSES. PART III PART III PART III SELF-INSPECTION,RECORDKEEPING AND REPORTING SELF-INSPECTION,RECORDKEEPING AND REPORTING SELF-INSPECTION,RECORDKEEPING AND REPORTING SECTION A:SELF-INSPECTION SECTION B:RECORDKEEPING SECTION C:REPORTING Self-inspections are required during normal business hours in accordance with the table 1.E&SC Plan Documentation 1.Occurrences that Must be Reported below.When adverse weather or site conditions would cause the safety of the inspection The approved E&SC plan as well as any approved deviation shall be kept on the site.The Permittees shall report the following occurrences: personnel to be in jeopardy,the inspection may be delayed until the next business day on approved E&SC plan must be kept up-to-date throughout the coverage under this permit. which it is safe to perform the inspection.In addition,when a storm event of equal to or (a) Visible sediment deposition in a stream or wetland. The following items pertaining to the business plan shall be kept on site and available for greater than 1.0 inch occurs outside of normal business hours,the self-inspection shall be G inspection at all times during normal business hours. performed upon the commencement of the next business day.Any when inspections (b) Oil spills if: G were delayed shall be noted in the Inspection Record. Item to Document Documentation Requirements • They are 25 gallons or more, BUFFER ZONE IS NOT TO HAVE I:,-- (a)Each E&SC measure has been installed Initial and date each E&SC measure on a copy • They are less than 25 gallons but cannot be cleaned up within 24 hours, VEGETATION REMOVED.TREES ARE m.a.. Idvrma n.sl msaecb.rooms mum include: and does not significantly deviate from the of the approved E&SC plan or complete,data TO BE CUT FLUSH TO GRADE business hours locations,dimensions and relative elevztions and sign an inspectionreport re rtthat lists each • They cause sheen on surface waters(regardless of volume],or (REMOVE STUMPS ONLY IF SAFETY (q aam gauge Dolly Dairy ramranamounn shown on the approved E&SC plan. E&SC measure shown on the approved E&SC • They are within 100 feet of surface waters(regardless of volume). BECOMES A FACTOR.) malntalned in If no daily min gauge Ob.-I.I,are made during weekeM or plan.This documentation is required upon the good-.lot holiday penptlz,aM no mtlmtlual day ra nfall nhrmabon s initial installation of the E&SC measures or if / k,/h k,/ order available,record the cumulative rain measurement for tease un 12'FILTER SOCK ru w7 12"FILTER SOCK taendad days(an,this win detarmim if.ute mspecton I, the E&SC measures are modified after initial (c) Releases of hazardous substances in excess of reportable quantities under Section 311 needed) Days on Ouch no rainfall occurred shall be recorded as installation. of the Clean Water Act(Ref:40 CFR 110.3 and 40 CFR 117.3)or Section 102 of CERCLA * * * -mne- The perminee may use another rain-monitoring davo, b A hose of din has been completed. In t al and date a co f the a d E85C (Ref:40 CFR 302.4)or G.S.143-215.85. approved by the Dlyblon (1 P gradingpyo pprove (2)E&SC At leartorice per 1 Idendflwdon of the measures lnspecred, plan or complete,date and sign an inspection easures 7calendar days 2 Date and ti.of the lnspeth.n, report t0 indcate completion of the d Anticipated asses and unanticipated asses. /h antlwkM1ln24 3 Name 11,penonperformingMelnspettlOn, constructonphase () p bypasses p bypasses. GRAVEL ENTRANCE PAD IMBER SLABWOOD rw y y GRAVEL ENTRANCE PAD IMBER SLABWOOD hours of a rain 4 Ina cath.-hether Meme-mi.reopamting /T ,- /T eve n (c)Groursd cover s located and installed Initial and data acopy of the approved EBSC UNDERLINED WITH GEOTEXTILE UNDERLINED WITH GEOTEXTILE °'loi°`n i° nacmrdancewth the approved E&SC plan or complete,date and sign an inspection (e) Noncompliance with the conditions of this permit that may endanger health or the txk 24 Routs S.Descripton of maintenance needs far the meawre, 6.Descrptb,evden-,and date m cor.ert ve xU...taken. plan. report to Indicate compllame with a pproved environment. F - (3I St er Mleast coca per 1 dendf cat on of the discharge oudalk lnspemed, ground cover spec fret oils. F dluhergewa calendar days ;.Da antl time of cite inspecdpn' d The maintenance antlre 1 complete,date and inspection report.oudallS(SDC,) and within 2a meofthe Persanperfo,mbg-impech., () par mpee, sign an pee po 2.Reporting Ttmeframes and Other Requirements hours ofa rain 4.Evidence of indlcatnrs of stormwater pollution such asi it requirements fora ll E&SC measures 10'WIDE TIMBER MATS 8'x8' event>1.0 inch in sheen,flo.tbgor suspended:.ads o,discoloration, have been performed. After a permittee becomes aware of an occurrence that must be reported,he shall contact ` za Hours 6.Indication of msble sediment leaving the sire, the appropriate Division regional office within the timeframes and in accordance with the 6.Description,evidence,and date of corrective actions taken. le) Corrective actions have been taken Initial and date a copy of the approved E&SC other requirements listed below.Occurrences outside normal business hours may also be (4)Pealmsh"rif M least once per 6.If visible s[ion, tatbn is and data co sim rmchrVe s,Men aka.. t.E&SC measures, plan or cam plate,date and sign an inspection sloe 7,.Ienda,days of Me rnll ing shalme made: report to indicate the completion of the reported to the Department's EnvironmentalEmergency Center personnel at(S00) and'Rhin 24 1.Aolons taken to dean up or stabllNe thesedina-that has left car Iva action. 858-0368. hours If..,.In eh.,i,I limits,, 2.Additional Documentation to be Kept on Site occurrence Re 101nch In 1.Dexriptlo, loan,,one data of corective actlpn.taken,and P cording Tlnwhamm(After Discovery)and Other Requirements zit... 4 noun 3.An eapbnatlon as W the1 taken to control future In addition to the E&SC plan documents above,the following items shall be kept on the (a)Visible sediment • WhNn 24 hours,a in oral or electronic notfication release• site and available for inspectors at all times during normal business hours,unless the deposition Ina . Within 7 calendar days,a report that contains a description of the 12"FILTER SOCK v },- r 12"FlLTER SOCK (sl stmanoor At least once per Ntha nre.m or weuana its bcrc,aee mamlesedlmentetion or. Division provides a site-specific exemption based on unique site conditions that make stream or wetland sediment and actions taken to address the cause of the deposition. wetlandsonrhe )calendar days cam hasvislble ins ..ail turbidity from the-moruRlon Dhrlslon staff may ethe re [fora writtenre rtOna r or Rom and within 24 activity,then a record It following shin he made: this requirement not practical: ywav quremen po 25' MIN. (where hours&is.non 1.Description,evidence and date of corective actions liken,end Case-by-case basis. ttesdble) anent>1.0 inch In 2.Rxordsof eheregulred recom to the appropriate DIVNI,n • Ifthe stream is named on the NC3031d)listasimpalredforsediment- 25'MIN. i ] z r._ Re canal ogbe.r Pam uI,6ecion c,Item z s,ofthis rmle la) This General Permit as well as the Certificate of Coverage,after It is received. reiated causes,the permittee maybe required to Perform additional (6)Gntund Art.,each ph.. 1.Me phaseof grading(Imhulatlan of perlmeter E&SC b Records of inspections made Burin the previous months.The ermittee shall monitoring,Inspections or apply more stringent practices if staff blllmdon farading r ,IearhW end grubbin&installation ofstorm () P 6 P P determine that additional requirements are needed[o assure compliance E drainage facllltles,completion of all lanbdlnurblng record the required observations on the Inspection Record Form provided by the E acdvaq....tru,don or retlevebpment,Permanent Division or a similar inspection form that includes all the required elements.Use of wim cite federal ar staeis lit abed-waters conditions. UNDISTURBED VE'CETARON / UND/STUBBED yEGETAT/ON easures around roverl (b1011 spills and • Within 24 hours,an oral or electronic notification.The notification J/ electronically-avallable records in lieu of the required paper copies will be allowed If 2.Dacumentatbn that therequlred ground stabilization rb)01eof shall Include information about the date,time,nature,volume and TOP OF SWK TOP OF BANK measures have been provided wltnin the required shown to provide equal access and utility as the hard-copy records. hazardous location of the spill or release. timen,,eor an urance that theywlll be provldedas substances per Item soon as, , , lb,, 3.Documentation to be Retained for Three Years 1 b)-c above DIVERSION RIDGE DIVERSION RIDGE All data used to complete the a-NOI and all inspection records shall be maintained for a period (cb)-(c) bonepated . Arepost at letrst ten days before Me date oJthe bypass,IJposAble. ADD CRIBBING(IF NECESSARY) NOTE:The rain Inspection resets the required 7 calendar day Inspection requirement, of three years after project completion and made available upon request.140 CFR 122.41] bypasses[W CFR The report shall Include an evaluation of the anticipated quality and ENTRANCE PAD TO BE MADE BIfT MUST BE KEPT OUT OF 122.41(m)(3)] effect of the bypass. OF COURSE AGGREGATES NORMAL WATER HEIGHT (d)Unanticlpated • W/thin24hnurs,anoralorelectronicnotificadon. 4' 4' PART II,SECTION G,ITEM(4) . W/tMn 7 cNhmdor don a report that Includes an evaluation of the I----I (AASHTO N0. 1)OR TIMBER I----I bypasses[ad CFR SLABWOOD DRAW DOWN OF SEDIMENT BASINS FOR MAINTENANCE OR CLOSE OUT 122.41(mR3)] quality and effect ofehe b a TIMBER MATS Is)Noncompliance • WithM 24 hours,an oral or electronic notification. Sediment basins and traps that receive runoff from drainage areas of one acre or more shall use outlet structures that withdraw water from the surface when these devices need to be drawn down with the conditions WItMn 7ealendardays,a report that contains a description ofthe for maintenance or close out unless this Is Infeasible.The circumstances In which it Is not feasible to withdraw water from the surface shall be rare(for example,times with extended cold weather). of this permit[hat noncompliance,and its causes;the period of noncompliance, Non-surface withdrawals from sediment basins shall be allowed only when all of the following criteria have been met: may endanger Including exact dates and times,and Kthe noncompliame has not 1-III- health or the been corrected,ndstep,anticipated time noncompliance eliminate, expected to - -may- envimnment140 continue;and steps taken or plannedWreduce,eliminate,and D COMPACTED EARTH �_ - la) The E&SC plan authority has been provided with documentation of the non-surface withdrawal and the specific time periods or conditions In which It will occur.The non-surface withdrawal 1- COMPACTED EARTH Shall not commence until the E&SC Ian authority has approved these Items, CFR 122A1(111711 prevent reoccurrence of the noncompliance.a written 222.41(I on D OR STONE f-LI IfJll III ILfITILfITlf-1� I' OR STONE P Y PP • DNlslon staff may waive the requirement fora written report on a - - - - - - (b) The non-surface withdrawal has been reported as an anticipated bypass in accordance with Part III,Section C,Item(2)(c)and(d)of this permit, case-b-case basis. APPLY 1 LAYER(2 LAYERS Ic) Dewatering discharges are treated with controls to minimize discharges of pollutants from stormwater that is removed from the sediment basin.Examples of appropriate controls include 4 IN WET AREAS)OF GEO-TEXTILE UNDER properly sited,designed and maintained dewatering tanks,weir tanks,and filtration systems, ENTRANCE PADS (d) Vegetated,upland areas of the sites or a properly designed stone pad is used to the extent feasible at the outlet of the dewatering treatment devices described in Item(c)above, y ^ (e) Velocity dissipation devices such as check dams,sediment traps,and tiptop are provided at the discharge points of all dewatering devices,and 1 NORTH CAROLINA If) Sediment removed from the dewatering treatment devices described in Item(c)above is disposed of in a manner that does not cause deposition of sediment Into waters of the United States. vlf! Environmental Quality N N NOTES: 1.) ONLY CLEARING EQUIPMENT AND EQUIPMENT NECESSARY FOR INSTALLATION OF EQUIPMENT NCGO1 SELF-INSPECTION RECORDKEEPING AND REPORTING EFFECTIVE: 04/01/19 BRIDGES MAY CROSS WATERBODIES PRIOR TO BRIDGE INSTALLATION. LIMIT THE CROSSING Y OF EACH WATERBODY TO ONE PER PIECE OF CLEARING EQUIPMENT. 2.) INSTALL 12"FlLTER SOCK ACROSS THE DISTURBED AREA OF THE RIGHT-OF-WAY. 3.) APPLY GEO-TEXTILE UNDER ENTRANCE PADS. ' 4.) EXCESS MUD IS TO BE REMOVED FROM THE ENTRANCE PADS AND MATS DURING C CONSTRUCTION. C 5.) SECURE GEO-TEXTILE TO UNDERSIDE OF TIMBER MATS AND WRAP/SECURE TO SIDES TO Is SEDIMENT/MUD FROM MIGRATION THRU MATS TO PROTECTED AREA BELOW. 6.) DURING FINAL CLEAN UP WHEN MATS,CULVERT,CLEAN ROCK FILL,ETC.ARE REMOVED, INSTALL FILTER FENCE ACROSS THE ENTIRE RIGHT-OF-WAY ON BOTH SIDES OF STREAM. o RESTORATION s 1 TIMBER MAT STREAM CROSSING DETAIL Dg NOT TO SCALE i lAF �AV A e Civil&Environmental Consultants,Inc. B 3 700 Cherring[On Parkway Moon Township,PA 15108 Ph:412.429.2324-800.365.2324-Fax:412.429.2114 www.cecino.00m RESTORATION SYSTEMS, LLC s VMC ROCKINGHAM QUARRY PRM SITE - STREAM RESTORATION g �N:cARo•a,,� WADESBORO, ANSON COUNTY •Q• FE63lO• �� g =o•QD N;.`�, NORTH CAROLINA q DRAWN BY CCR/LKC CHECKED BY: CCR APPROVED BY: CMMa o ' er7��sgc/'DATE'. FEBRUARV 2024 DWG SCALE AS SHOWN PROJECT NO: 324-404 ti A - DRAWING NO.: A ',�•Q;CK IMtEQ!P�a EROSION AND SEDIMENT CONTROL DETAILS D9 R 8 7 6 5 4 3 2 1 *SIGNATURE ON FILE 8 7 6 5 4 3 2 SUBMITTAL&REVISION RECORD NO I DATE DESCRIPTION VS. u o H H avoznoe. REVISED R MES THE PS RAVE BEEN UN CRFAlEO FOR FULL COLOR PLOTTING. INFORHArch!IMY BE LUST IN COPYING AND/OR PLOTTING IN GRAY SCALE. ANY DRAWING 1H4T IS NOT PLOVED IN FULL COLOR SHALL NOT BE CONSIDERED ADEQUATE FOR WNSIRUcTION PURPOSES. EROSION&SEDIMENT CONTROL NOTES 1.GRADING AND EROSION CONTROL METHODS SHALL ADHERE TO THE NORTH EROSION & SEDIMENT CONTROL MAINTENANCE PLAN: CAROLINA DEPARTMENT OF ENVIRONMENTAL QUALITY (NC DEQ) DIVISION OF ENERGY, 1.QUALIFIED PERSONNEL, ON A DAILY BASIS WILL EVALUATE ALL TEMPORARY EROSION MINERAL, AND LAND RESOURCES (NC DEMLR) STANDARDS AND SPECIFICATIONS. AND SEDIMENT CONTROL PRACTICES FOR STABILITY AND OPERATION. GROUND STABILIZATION AND MAHIUAS HANDLING PRACTICES FOR COMPLIANCE WITH EQUIPMENT AN OVEHICLEMAINTENANCE DSTRE mxREtE vavnR THE NCGOI CONSTRUCTION GENERAL PERMIT STRUTTINE WIIN LPER 1. Provide drip pans and merino uipmedisdia eof fluids. 2.EROSION AND SEDIMENT CONTROL E & SC PERMIT AND A CERTIFICATE OF 2.INSPECT AND MAINTAIN ALL EROSION CONTROL MEASURES EVERY 7 DAYS AND Implementing the details and specifications on this elan sheet will result in the construction equip p � _ ( ) 2. Provide drip pans under any stored equipment. COVERAGE (COC) MUST BE OBTAINED BEFORE ANY LAND DISTURBANCE ACTIVITIES. AFTER EACH SIGNIFICANT RAINFALL (0.5" OR GREATER) AND DOCUMENT WITH activity being considered compliant with the Ground Stabilization and Materials Handling 3. Identify project and repair as soon as feasible,or remove leaking equipment from the INSPECTION REPORTS AND WRITTEN LOGS SHALL BE KEPT. section,,h,lof the Ncsolconrtru,Ei ienen S di,ntC,(Section ipi,n,pps ,bvth me pooled. pennittee shall comply with the Erosion and Sediment Control plan approved by the 3.WHEN PROJECT IS COMPLETE, THE PERMITEE SHALL VISIT DEQ.NC.GOV/NCG01 TO 4. Collect all Spent fluids,Store in separate containers and properly dispose as delegated authority having jurisdiction.All details and specifications shown on this sheet SUBMIT AN ELECTRONIC NOTICE OF TERMINATION (E-NOT). A $100 ANNUAL 3.A RAIN GAUGE WILL ALSO BE KEPT ON-SITE AND DAILY RAINFALL AMOUNTS WILL hazardous waste(recycle when possible). ( ) maynotapply depending on site conditions-cl the delegateda lumty havingjun aidion. _ 0- BE RECORDED. s. Remove leaking vehicles and construction equipment from service until the Problem •""� GENERAL FEE WILL BE CHARGED UNTIL THE E-NOT HAS BEEN FILLED OUT. ISL.�..®.... G SECTION E:GROUND STABILIZATION has been corrected. � �� M� G 4.E & SC DEVICES MUST BE INSTALLED AND INSPECTED PRIOR TO ANY GRADING ON *.ANY REPAIRS NEEDED WILL BE PERFORMED IMMEDIATELY TO MAINTAIN ALL 6. Bring used fuels,lubricants,coolants,hydraulic fluids and other petroleum products "•"""`"- �� PRACTICES AS DESIGNED. Required GroundStabOhationTrmeframes tnareYcbn dis ter that handles these materials. '® SITE. THE CONTRACTOR SHALL CALL FOR AN INSPECTION BY NC DEMLR ONCE StabiBzewithin this gGr pose cep °"` ,a,�..�.�..a °•` m .- INITIAL MEASURES ARE IN PLACE. 5.THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE MAINTENANCE OF TEMPORARY skeAmeoascrip6on many calendar Timefremevariations Saus 5.A COPY OF THE APPROVED EROSION CONTROL PLAN MUST BE ON FILE AT THE ON-SITE E & SC MEASURES. days after ceasing L117ER,BUILDING MATERIAL AND LAND CLEARING WASTE JOB SITE AT ALL TIMES. FAILURE TO FOLLOW THE APPROVED PLAN SEQUENCE AND 6.THE CONTRACTOR SHALL BE RESPONSIBLE FOR IMPLEMENTING AND FOLLOWING THE land disturbance 1. Never burya sufficienr burnt waste.Place litter clumpser,waste containers. (a) Gerimeterdies,es, 2. Provide le)on itetnuontain d strut on and domestic was dumpster,trash CONCRETE WASHOUTS DETAILS COULD SUBJECT THE CONTRACTOR TO FINES AND PENALTIES ISSUED BY APPROVED E & SC PLAN. swales,ditches,and 7 None receptacle)on site to contain cons[ruction and domestic wastes. 1. Do not discharge concrete or cement slurry from the site. DWR. 7.A COPY OF THE COMBINED SELF-INSPECTION MONITORING FORM CAN BE FOUND perimeter slopes 3. Locate waste containers at least 50 feet away from storm drain inlets and surface Z. Dispose of,or recycle settled,hardened concrete residue in accordance with local 6.CONSTRUCTION, MAINTENANCE, AND REMOVAL OF ALL EROSION CONTROL DEVICES ON THE NC DEMLR WEBSITE AT: (b) High Quality water 7 None waters unless no otheralternatives are reasonably available. and state solid waste regulatum-nd at an approved facility. ARE THE RESPONSIBILITY OF THE GRADING CONTRACTOR UNLESS OTHERWISE NOTED, HTTPS: DEQ.NC.GOV ABOUT DIVISIONS ENERGY-MINERAL-LAND-RESOURCES EROSION NQW)Zones 4. Locate wastecontainers on areas that do not receive substantial amounts of runoff 3. Manage washout from mortar miters in accordance with the above item and in // / / / / from upland areas and does not drain directly to a storm drain,stream or wetland. addition place the mixer and associated materials on impervious barrier and within (c) Slopes steeper than If nslopesareha orless in length and are 7.ANY GRADING BEYOND THE DENUDED LIMITS SHOWN ON THE PLAN IS A VIOLATION -SEDIMENT-CONTROL/FORMS/ 3i1 7 notrteeperhanz:l,la days are 5. Cover waste containers af the end of each workday and before Storm Events or lot perimeter silt fence. provide secondary containment.Repair or replace damaged waste containers. 4. Install temporary concrete washouts per local requirements,where applicable.If an OF THE APPROVED EROSION CONTROL PLAN AND IS SUBJECT TO A FINE BY THEallowed-7 days for slopes greater than Son, 6. Anchor all lightweight items in Waste containers during times of high winds. alternate method or product is to be used,contact your approval authority for NC DMLER. TEMPORARY SEEDING SCHEDULE- length and with slaves steeper than 4:1 7. Empty waste containers as needed to prevent overflow.Clean up immediately if andapproval.Iflocalstandarddetailsarenot available,use one of the two &DISTURBANCE OUTSIDE OF THE SITE PROPERTY LIMITS OR PUBLIC R/W SHALL ONLY - .7 days for perimeter dikes,swales, containers overflow. types of temporary concrete washouts provided on this detail. F BE ALLOWED BY SIGNED GRADING AGREEMENTS AND/OR EASEMENTS BETWEEN THE 1.REFER TO MITIGATION PLAN FOR SPECIES, APPLICATION RATES, AND APPLICATION (d) Slopes 3:1 to 4:1 14 ditches,perimeter slopes and HQW a. Dispose waste off-site at an approved disposal facility. 5. Do not use concrete washouts for dewatering or storing defedive curb or sidewalk F DATES FOR TEMPORARY SEED. Zones 9. On business days,cleanup and dispose ofwaste in designated waste containers. sections.St-Davater accumulated within the washout may not be pumped into or DEVELOPER AND OFFSITE PROPERTY OWNER. -10 days for Falls Lake watershed discharged to the storm drain system or receiving surface waters.Liquid waste must 2.TEMPORARY SEEDING SHALL BE APPLIED AS NEEDED DURING CONSTRUCTION TO be pumped out and removed from project. 9.THE CONTRACTOR IS RESPONSIBLE TO MAINTAIN SAFE OPEN ACCESS TO ALL -7 days for perimeter dikes,swales, PAINT AND OTHER LIQUID WASTE surface waters unless it PROPERTIES ALONG ADJACENT PROPERTIES DURING CONSTRUCTION PERIOD FOR STABILIZE BARE AR DISTURBED AREAS IT SOIL AND AT THE COMPLETION OR ALL 6. LocabeShownthatno washouts at ansofeeffToms---maraonabllylets andable.Aaminimum, ditches,perimeter slopes and HQW Zones 1. Do not dump paint and other liquid waste into storm drains,streams or wetlands. GRADING AND EARTHWORK ACTIVITIES WITHIN A PARTICULAR AREA OF THE SITE. le) Areas with slopes can be shownthatnGo[her alternatives are reasonably available.Ata minimum, IMPROVEMENTS. flatterthan4:1 14 -10 days for Falls Lake Watershed unless 2. Locate paint washouts atleast 50 feet away storm drain inlets and surface install protection of storm drain inlet(:)closest to the Washout which could receive PERMANENT SEED MAY BE DISTRIBUTED WITH TEMPORARY SEED UPON THE FINAL there is zero slope waters unless no other alternatives are reasonably available. spills or overflow. 10.STAGING AREAS, STOCKPILE AREAS, CONSTRUCTION ENTRANCES, AND ACCESS ROAD APPLICATION OF TEMPORARY SEED. Note:After the permanent of construction activities,an with temporary 3. Contain liquid wastes in a controlled area. group permanen y areas a porary 7. Locate washouts in front easily ashout Adda,on level d and install estone WILL BE IDENTIFIED AND LOCATED ACCORDING TO THE EROSION CONTROL PLANS Proundrtabiutinon shall begerthan 90 calndardysafte permanent dhelast land assoon as 4. Containment mustge of sciap,,Nand petedent,and othyforthe neetesds fro te. entrance padiority.of the washout Additional controls may be required by the AND LANDOWNER. VARIANCES WILL BE ALLOWED ASSUMING BOTH THE CONTRACTOR 3.EVENLY APPLY SEED USING A CYCLONE SEEDER, DRILL, CULOF LA R SEEDER, OR practicablebutin no case longer than 90 calendar days after the last land disturbing 5. Prevent the discharge of soaps,zohrents,deer tints and otherli liquid wastes from HYDROSEEDER. THIS MUST BE DONE WITHIN 48 HOURS OF LAND DISTURBING H 9 approving at last onesi AND THE ENGINEER VERBALLY AGREE. activity.Temporaryground stabilization shall bemaintained inamanneofo reneerthe onstmdion sites. B. Install P,,t,ionesign the shout iselftruckstothewacatio within the project ACTIVITIES. surface stabled ains[accelerated erosion until a pent round stabilization is achieved. c limits.Post zignage onthe washout itself to identify this location. 11.CONTRACTOR SHALL SEED AND STABILIZE ALL DISTURBED AREAS THAT SAME DAY 4.MULCH WITH CLEAN WHEAT STRAW. GROUND STABILIZATION SPECIFICATION PORTABLE TOILETS 9. Remove leavings from the washout when at approximately 75%capacity to limit ACCORDING TO THE TEMPORARY SEEDING SCHEDULE. 1. Install portable toilets on level ground,at least 50 feet away from storm drains, overflow events.Replace the tarp,sand bags or other temporary structural Stabilize he ground sufficiently so that rain will not dislodge the soil.Useoneofthe streams or wetlands unless there is no alternative reasonably available.If 50 foot 5.AFTER SEEDING, APPLY MULCH TO AREAS UNDER HARSH CONDITIONS SUCH AS components owmnufadum,'Sinonal.When utilizing alternative or proprietary 12.FOR ANY LAND DISTURBING ACTIVITY WHERE GRADING ACTIVITIES HAVE BEEN techniques in the table below: offset is not attainable,provide relocation of portable toilet behind silt fence or place tallow manufacturer's inrtrudions. AREAS THAT HAVE BEEN GRADED, OR THOSE WHICH WILL RECEIVE CONCENTRATED products, COMPLETED, TEMPORARY OR PERMANENT GROUND COVER SUFFICIENTTO RESTRAIN rem 9bbn cdwit Parrrianant9b,d.,n nadesta gravel pad or anchoring f with sandbags. S0.in an approved ofihe concrete coot,if applicable, Stabilize any disturban of ce FLOWS. AREAS CONSIDERED TO ET UNDER HARSH CONDITIONS WILL BE CONSIDERED .Tthe'rR lches sweacoverea comp snow or •omermulcle-nducr°.erect with straw or 2. Provide stakings.anchoring of portable toilets during periods of high winds or in high EROSION SHALL BE PROVIDED THAT SAME DAY AFTER COMPLETING THE WORK. napproved disposalfacility.Fill pit,itapplicable,and stabilize any disturbance E E THE AREAS GRADED FOR THE WETLAND VALLEY. amer mmhx one tarkiners «per malrhes aria tadaRers foot traffic areas. used by removal of washout. STABILIZATION IS THE BEST FORM OF EROSION CONTROL. TEMPORARY SEEDING IS .Hyaroseedirg •Geotextile fabricssuch as permanent Sol 3. Monitor portable toilets for leaking and properly dispose of any leaked material. NECESSARY TO ACHIEVE EROSION CONTROL ON LARGE DENUDED AREAS AND 6.RESEED AND MULCH AREAS WHERE SEEDLING EMERGENCE IS LESS THAN 80% •Rolk:aewsioncontrdproaucDwithor reinforcement matting Utilize a licensed sanitary waste hauler to remove leaking Portable toilets and replace ESPECIALLY WHEN SPECIFICALLY REQUIRED AS PART OF THE CONSTRUCTION COVERAGE, OR WHERE EROSION OCCURS, AS SOON AS POSSIBLE. DO NOT MOW. wiftinten,ponarigrxs-d •Hydroseeaing with properly operating unit. SEQUENCE ON THE PLAN. PROTECT FROM TRAFFIC AS MUCH AS POSSIBLE. •Appropriatelyappliedrtraworothermukh •Stubs oTamer permanent planning,covered HERBICIDES,PEsnaDES AND RODENTICIDES 7.TEMPORARY ANNUAL SEED SELECTION SHOULD BE BASED ON SEASON OF PROJECT •HassN sneeum •u mmilane eYeN aHmhatea am mYer EARTHEN STOCKPILE MANAGEMENT 1. Store and apply yherbicides,pesticides and rodenticides in accordance with label 13.THE EROSION CONTROL INSPECTOR MAY REQUIRE ADDITIONAL FIELD MEASURES AS r v° frictions. INSTALLATION. samcienttorxnainemno, 1. Show stockpile locations on plans.Locate earthen-material stockpile areas at least NECESSARY TO PROVIDE ADEQUATE PROTECTION FROM RECEIVING WATER COURSES. z. sure herbicides,directions rodentlddentsand first steps in •Strudug-lis ads wdixmncrete,xphaltor 50 feet away from storm drain betshownnent basins,perimets are reason controls acrid which lists directions for use,ingredients and first aid steps in case of 14.PROTECTION OF EXISTING VEGETATION: AT THE START OF GRADING INVOLVING THE B.IN SOME CASES WHERE SEASONS OVERLAP, A MIXTURE OF TWO OR MORE SPECIES retainirgwalls and surtaceWaters unless ifcanbesnownno other alteonafivesaoereasonably accidental poisoning. MAY BE NECESSARY. HOWEVER, APPLICATION RATES SHOULD NOT EXCEED THE •Rallederosianconoal odartswitn rxsseed available. STRIPPING OF TOPSOIL OR LOWERING OF EXISTING GRADE AROUND A TREE, A 3. Do not store herbicides,pesticides and rodenticides in areas where flooding is TOTAL RECOMMENDED RATE PER ACRE. z. Protect vefeeStockpile romthetoeofstocfence installed along t«of slope with a minimum offset of CLEAN, SHARP, VERTICAL CUT SHALL BE MADE AT THE EDGE OF THE TREE SAVE POLTACRyIAMIDES(PAMS)AND FLO[[UTANTS five feet from the toe of stockpile. possible or where they may spill or leak into wells,stormwaterdrains,ground water AREA AT THE SAME TIME AS OTHER EROSION CONTROL MEASURES ARE INSTALLED. 9.TEMPORARY SEED SHOULD BE MIXED AND APPLIED SIMULTANEOUSLY WITH THE 1. xlect floccvlants that area to for the soils bein davrin 3. Provide stable stone access point when feasible. orsurfacewater.Ifa spill occurs,clean area immediately. THE TREE PROTECTION FENCING SHALL BE INSTALLED ON THE SIDE OF THE CUT PERMANENT SEED MIX IF OPTIMAL PLANTING DATES ALLOW. construction,selecting from he NC DWR List fAGpmwd PAMS/Flocculanfs. 4. Do not stockpile these materials Gnsite. g 4. Stabilize stockpile within provided on this sheet and in accordance FARTHEST AWAY FROM THE TREE TRUNK AND SHALL REMAIN IN PLACE UNTIL ALL 2. Apply flocculants at or beforethe inletsto Erosion and Sediment Control Measures. with the approved plan and any additional requirements.Soil stabilization is defined CONSTRUCTION IN THE VICINITY OF THE TREES IS COMPLETE. NO STORAGE OF PERMANENT SEEDING SCHEDULE: 3. Apply flo«ulants at the concentrations specified in the NCDWR List of Approved asvegetative,physical or chemical coverage techniques that will restrain accelerated GAMS/Floccu/ants and in accordance with the manufacturer's instructions. on disturbed soils for temporary or permanent control needs. HAZARDOUS AND TOM WASTE MATERIALS, FILL, OR EQUIPMENT AND NO TRESPASSING SHALL BE ALLOWED WITHIN 1.REFER TO MITIGATION PLAN FOR SPECIES, APPLICATION RATES, AND APPLICATION 1. Create designated hazard ouswastecollectionareas Gn-site. D THE BOUNDARY OF THE PROTECTED AREA AND SHALL BE POSTED ON THE DATES FOR PERMANENT SEED. a. Provide porting area for containment of treated stormwafer before discharging _ cover in D offslte. 2. Place hazardous waste containers under co on secondary containment. PROTECTION FENCE. A PROTECTION FENCE CONSTRUCTED OF MATERIAL RESISTANT 2.IF OTHER SPECIES SUCH AS WILDFLOWERS ARE ADDED TO THE MIX, THEY SHOULD S. Store flocculants in leak-proof containers that are kept under storm-resistant cover '�" NORTH CAROLINA 3. Do not store hazardous chemicals,drums or bagged materials directly on the ground. TO DEGRADATION BY SUN, WIND, AND MOISTURE FOR THE DURATION OF THE NOT BE COUNTED IN THE MINIMUM SEEDING RATE. or Surrounded by secondary containmentrtrodures. EnvironmentalQuallty CONSTRUCTION, SHALL BE INSTALLED AT THE SAME TIME AS THE EROSION CONTROL MEASURES AND SHALL BE IN PLACE UNTIL ALL CONSTRUCTION IN THE VICINITY OF 3.DISTURBED SOILS WITHIN RIPARIAN AREAS MUST BE AMENDED TO PROVIDE AN THE TREES IS COMPLETE. OPTIMUM ENVIRONMENT FOR SEED GERMINATION AND SEEDLING GROWTH. NCGOI GROUND STABILIZATION AND MATERIALS HANDLING EFFECTIVE:04/01/19 a 15.A CONSTRUCTION SEQUENCE HAS BEEN PROVIDED (SEE SHEET C6.00 AND C6.01). 4-THE pH OF THE SOIL MUST BE SUCH THAT IT IS NOT TOXIC AND NUTRIENTS ARE h INSTALLATION OF ALL PROPOSED E & SC MEASURES IN THE SEQUENCE(S) AVAILABLE. g PROVIDED AND MAINTENANCE OF THOSE DEVICES IS REQUIRED. THE CONTRACTOR 5.SOIL ANALYSIS SHOULD BE PERFORMED TO DETERMINE NUTRIENT AND LIME NEEDS MAY BE ALLOWED, WITH PRIOR APPROVAL FROM THE OWNER, TO COORDINATE OF EACH SITE. CHANGES TO THE PLAN WITH THE ON-SITE E & SC INSPECTOR AND THE 6.APPROPRIATE pH LEVELS ARE BETWEEN 5 - 7. ENGINEER. 7.RIPARIAN BUFFERS REGULATED FOR NUTRIENT MANAGEMENT MAY BE LIMITED TO A 16.CONTRACTOR SHALL INSPECT AND REPAIR ALL EROSION CONTROL DEVICES AT SINGLE APPLICATION OF FERTILIZER. h LEAST ONCE PER WEEK AND AFTER EVERY SIGNIFICANT RAINFALL EVENT. EACH &SUITABLE MECHANICAL MEANS SUCH AS DISKING, RAKING, OR HARROWING MUST BE C DEVICE IS TO BE MAINTAINED OR REPLACED IF SEDIMENT ACCUMULATION HAS EMPLOYED TO LOOSEN COMPACTED SOIL PRIOR TO SEEDING. C N REACHED ONE HALF THE CAPACITY OF THE DEVICE. 17.CONTRACTOR WILL FIELD LOCATE ALL SILT FENCE OUTLETS AT LOW POINTS IN SILT 9.APPLY SEED UNIFORMLY WITH A CYCLONE SEEDER, DROP-TYPE SPREADER, DRILL, FENCE AND A MINIMUM OF EVERY 100 LINEAR FEET TO PROVIDE RELIEF FROM OR HYDROSEEDER ON A FIRM, FRIABLE SEEDBED. o CONCENTRATED FLOWS. SILT FENCE OUTLETS SHOWN ON THESE PLANS ARE BASED 10.IN FINE SOILS, SEEDS SHOULD BE DRILLED 0.25 - 0.5 INCHES. IN COARSE ON THE BEST TOPOGRAPHIC INFORMATION AVAILABLE AT THE TIME OF DESIGN. SANDY SOIK, SEEDS SHOULD BE PLANTED NO DEEPER THAN 0.7S INCHES. o CONTRACTOR TO FIELD VERIFY AND ADJUST LOCATIONS OF SILT FENCE OUTLETS 11.MULCH ALL PLANTINGS IMMEDIATELY AFTER SEEDING. AND/OR PLACE ADDITIONAL OUTLETS TO ENSURE THAT ALL LOW SPOTS ALONG THE 12.IF PLANTING ON STREAM BANKS STEEPER THAN 10% OR AREAS SUBJECT TO RESTORATION a SILT FENCE HAVE AN OUTLET. FLOODING, A BIODEGRADABLE ROLLED EROSION CONTROL PRODUCT IS h 18.WASHED STONE AND WIRE BACKING SHALL BE USED WITH SILT FENCE WHENEVER RECOMMENDED TO HOLD SEED AND SOIL IN PLACE. SILT FENCE IS PLACE AT THE TOE OF A SLOPE >W VERTICAL OR ALONG ANY 13.THE RECOMMENDED PERMANENT GRASS SPECIES MAY REQUIRE TWO YEARS FOR o CHANNEL OR WATER COURSE WHERE 50' OF BUFFER IS NOT PROVIDED. ESTABLISHMENT, DEPENDING ON SITE CONDITIONS. flAW A AF 19.ALL DIMENSIONS AND GRADES SHOWN ON THE PLANS SHALL BE FIELD VERIFIED 14.INSPECT SEEDED AREAS FOR FAILURE AND MAKE NECESSARY REPAIRS, SOIL BY THE CONTRACTOR PRIOR TO CONSTRUCTION. CONTRACTOR SHALL NOTIFY THE AMENDMENTS, AND RE-SEEDINGS. a C1V1I RL EIIV1TOnIllentAl CO11Sl1It8.ntS B OWNER IF ANY DISCREPANCIES EXIST PRIOR TO PROCEEDING WITH CONSTRUCTION e FOR NECESSARY PLAN OR GRADE CHANGES. NO EXTRA COMPENSATION SHALL BE 15.1E WEEDY EXOTIC SPECIES HAVE TAKEN OVER THE AREAS AFTER THE FIRST ,Inc. a PAID TO THE CONTRACTOR FOR ANY WORK DONE DUE TO DIMENSIONS OR GRADES GROWING SEASON, THE INVASIVE SPECIES MUST BE ERADICATED TO ALLOW NATIVE 700 Cherrington Parkway-Moon Township,PA 15108 SHOWN INCORRECTLY ON THESE PLANS IF SUCH NOTIFICATION HAS NOT BEEN SPECIES TO GROW. Ph:412.429.2324.800.365:2324-Fax:412.429.2114 w GIVEN. 16.MONITOR THE SITE UNTIL LONG-TERM STABILITY HAS BEEN ESTABLISHED. www.cecinc.com 20.NO DEBRIS SHALL BE TRACKED ONTO PUBLIC RIGHT OF WAY. IF THE SITUATION RESTORATION SYSTEMS, LLC 3 OCCURS WHERE MUD, ROCKS AND DEBRIS IS TRACKED ONTO PAVEMENT, THE VMC ROCKINGHAM QUARRY N CONTRACTOR SHALL CLEAN THE PAVEMENT AND INSTALL ADDITIONAL MEASURES TO PREVENT FUTURE OCCURRENCES. PRM SITE - STREAM RESTORATON 4 21.INSTALL SILT FENCE FOR ALL STAGING AND STOCKPILE AREAS (SEE DETAIL ON 11CANr WADESBORO ANSON COUNTY SHEET C6.14). ANY STOCKPILE AREAS SHALL USE TWO (2) ROWS OF SILT FENCE. ,•'4N----RO ''�, y °e ppEBBIQN<,:8 22.1E CONCRETE WASHOUTS ARE UTILIZED, THESE AREAS ARE T NORTH CAROLINA BE WITHIN THE O,qe Zj�� j� DRAWN BY. CCR/LKC CHECKED BY: CCR APPROVEDBY: CMM• - LIMITS OF DISTURBANCE AND SHOULD BE LOCATED AT LEAST 50O Fi. AWAY FROM - ; �"� STORM DRAIN INLETS AND SURFACE WATER. 5�'� / jc DATE FEBRUARY2024 DWG SCALE: AS SHOWN PROJECT NO: 324-404 ti A - DRAWING NO.: A $•� ',�•Q;CK INtEQ!Pa EROSION AND SEDIMENT CONTROL DETAILS D 10 R 8 7 6 1 5 4 3 2 1 *SIGNATURE ON FILE