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Home My WebLink About19950991 Ver 2_DWQ Response to Comments - 2-9-14_20240209FIA111 ��7 Civil & Environmental Consultants, Inc. February 9, 2024 Ms. Sue Homewood 401 & Buffer Permitting Branch Division of Water Resources 1617 Mail Service Center, Raleigh, NC 27699-1617 Sue.Homewoodgdeq.nc. og_v Dear Ms. Homewood: Subject: Rockingham Quarry Mine Pit Expansion Response to Request for Additional Information DWR 9 1995099lv2 Richmond County CEC Project 304-408 On January 12, 2024, the Division of Water Resources (Division) requested additional information regarding CEC's application requesting a 401 Individual Water Quality Certification from the Division for the subject project. Below in italics are your requests with our responses listed below. 1. If the USACE requests a response to any comments received as a result of the Public Notice, please provide the Division with a copy of your response to the USACE. A copy of any responses to comments will be sent to the Division at your attention as requested. 2. The application is incomplete as it only includes the application form and an alternatives analysis. Please provide a complete application that includes: a. a detailed site design plan(s) that includes the proposed grading limits for the expanded quarry area and includes the limits ofthe outer mostproposed disturbed area necessary to mine within the area, such as disturbances for associated activities such as access roads, berms, sediment/erosion control measures, safety features, etc.. The plans should clearly show any temporary or permanent sediment and erosion control measures or stormwater control measures. The plans should also clearly identify the limits of all stream and wetland impacts and the proposed buffer areas at a scale sufficient to clearly show all aspects of the project limits and proposed impacts. Detailed site plans that include the features requested have been attached as Attachment 1. b. a complete mitigation plan which will meet the requirements of 15A NCAC 2H.0506(c). The Division understands that you propose Permittee Responsible Mitigation (PRAT) at the Turkey Mitigation Site, however the application has provided no details regarding this proposal nor 3701 Arco Corporate Drive, Suite 400 1 Charlotte, NC 28273 1 p: 980-237-0373 f: 980-237-0372 1 www.cecinc.com Ms. Sue Homewood — Division of Water Resources CEC Project 304-408 Page 2 February 9, 2024 has that site been authorized separately. A full evaluation of the proposed mitigation plan will be required as part of your request for 401 Certification. As requested by the USACE, the Mitigation Plan will be included as an attachment to the Individual Permit (IP) Application for Vulcan's mine expansion (SAW-2020-0807), rather than as a separate submittal The updated Turkey PRM Plan was sent via email on Friday, February 2, 2024, by Davey Resource Group and can be accessed at the link below: Link:hlt 2s://restorationsystems.sharefile.com/public/share/web- s39a149701838427b905997d3182a96ac Inclusions: - Revised Turkey PRM Site, Mitigation Plan - Design Plan Sheets (standalone .PDF due to file size) - Response to USACE/DWR Comments c. Please provide documentation such as DWR Stream Identification Forms for all intermittent stream channels. Please provide a map that shows locations for any forms provided. The requested DWR Stream Identification Forms and associated mapping for Vulcan's TIAA property have been provided in Attachment 2. 3. Please clarify if operation of the mine expansion will require the construction of any new haul roads that would impact any additional stream or wetland impacts. As shown on the design plans in Attachment 1, no new haul roads will be constructed that would impact any additional streams or wetlands beyond those shown as impacted inside of the proposed disturbed area. The limits of disturbance shown on the design plans include all the access roads, safety berms, screening berms, and sediment/erosion control measures. 4. Will the expansion ofthe mine require additional dewatering activities and ifso, please explain where the water will be discharged. The expansion of the mine will not require additional dewatering activities beyond those discussed in Item 5 below. 5. Pursuant to 15A NCAC 02H.0506(b) "a 401 Water Quality Certification may only be issued upon determining that the proposed activity will comply with state water quality standards which includes designated uses, numeric criteria, narrative criteria and the state's antidegradation policy, as defined in rules of 15A NCAC 02B . 0200... In assessing whether the proposed activity will comply with water quality standards, the Division shall evaluate if the proposed activity: (2) would cause or contribute to a violation of water quality standards; (3) would result in secondary or cumulative impacts that cause or contribute to, or will cause or contribute to, a violation of water quality standards; " The project proposes to leave small Civil & Environmental Consultants, Inc. Ms. Sue Homewood — Division of Water Resources CEC Project 304-408 Page 3 February 9, 2024 portions of Stream Channel 4, 6, 7 and 12 beyond the footprint of the impacts, however in each case it appears that the entire watershed for these channels will be impacted and surface flow and any expected infiltration/shallow subsurface flow will be rerouted. Since surface flow and shallow subsurface flow are the two main sources offlow in headwater stream channels in the piedmont, it appears that the remaining portions of these channels will no longer have sufficient hydrology to support a functional use. Please include these portions of stream channels, including offsite portions of channels, down to an unimpacted watershed/hydrology source, as indirect impacts within the proposed application or provide a detailed hydrologic analysis/modeling to document the features will retain their existing functions. Stream Channels 4, 6, 7, and 12 beyond the footprint of the direct impacts will continue to have sufficient hydrology and surface flow post -construction with proposed intermittent pumping/dewatering of the mine pit. Proposed discharge locations are shown on a Figures I and 2 in Attachment 3. Pre -construction runoff volume and proposed pump rate calculations, as well as pump volume data from the current operations at Rockingham Quarry and other Vulcan sites are also included in Attachment 3. As requested, Vulcan agrees to conduct a pre- and post -construction assessment to verify that pre -construction flow regimes for Streams S6 and S4 will be maintained. These assessments will be conducted below POI-1 for S6 and below POI-2 for S4 as indicated on Figures 1 and 2 in Attachment 3. The NC DWQ Stream Identification Form Version 4.11, coupled with the Army Corps Antecedent Precipitation Tool (APT) and photo logs will be utilized to document pre- and post -construction flow regimes at the two assessment locations. The assessments will include 2 seasons of post construction assessment for a total of 4 assessments (pre- and post -construction, plus 2 annual assessments) with Summary Letter Reports to be provided to the Division and USACE. As requested, Figure 2 in Attachment 3 depicts how stream S7 will be routed to stream S6 to maintain hydrology. Figure 2 in Attachment 3 also shows the fill placement over S 12, including a note that S 12 includes an underdrain system. 6. The Division is concerned that indirect hydrologic impacts will also occur in adjacent wetland 2 and stream 11 as a result of mining activities. Please provide a detailed hydrologic analysis/modeling of mining activities, including pit dewatering, on the adjacent features. As shown on the design plans in Attachment 1, the currently permitted mine activities in this area include overburden stockpile and the limits of disturbance do not directly impact adjacent wetland 2 and stream 11. Permitted and approved erosion/sediment and stormwater measures in this area include diversion ditches, silt fences, and sediment channels. The permitted and approved sediment channel outlet structures discharge flow Civil & Environmental Consultants, Inc. Ms. Sue Homewood — Division of Water Resources CEC Project 304-408 Page 4 February 9, 2024 into both adjacent wetland 2 and stream 11 and maintain the preconstruction drainage area and volume of discharge over time. Please let us know if you need any additional information in support of this review. Sincerely, CIVIL & ENVIRONMENTAL CONSULTANTS, INC. _-I/ 4L� Nathan Bivins, P.E. Dan Feltman Project Manager Attachments Project Manager Civil & Environmental Consultants, Inc. 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NOTES: INSPECTION & MAINTENANCE: 1. STABILIZED CONSTRUCTION ENTRANCES SHOULD BE USED AT ALL POINTS WHERE TRAFFIC WILL EGRESS/INGRESS A CONSTRUCTION SITE ONTO A PUBLIC ROAD OR ANY IMPERVIOUS SURFACES, SUCH AS PARKING LOTS. 2. INSTALL A NON -WOVEN GEOTEXTILE FABRIC PRIOR TO PLACING ANY STONE. 3. INSTALL A CULVERT PIPE ACROSS THE ENTRANCE WHEN NEEDED TO PROVIDE POSITIVE DRAINAGE. 4. THE ENTRANCE SHALL CONSIST OF 2-INCH TO 3-INCH D50 STONE PLACED AT A MINIMUM DEPTH OF 6-INCHES. 5. MINIMUM DIMENSIONS OF THE ENTRANCE SHALL BE 12-FEET WIDE BY 50-FEET LONG, AND MAY BE MODIFIED AS NECESSARY TO ACCOMMODATE SITE CONSTRAINTS. 6. THE EDGES OF THE ENTRANCE SHALL BE TAPERED OUT TOWARDS THE ROAD TO PREVENT TRACKING AT THE EDGE OF THE ENTRANCE. 7. DIVERT ALL SURFACE RUNOFF AND DRAINAGE FROM THE STONE PAD TO A SEDIMENT TRAP OR BASIN OR OTHER SEDIMENT TRAPPING STRUCTURE. 8. LIMESTONE MAY NOT BE USED FOR THE STONE PAD. 9. REFERENCE NCDEQ EROSION AND SEDIMENT CONTROL PLANNING AND DESIGN MANUAL, SECTION 6.06. 5' S- (MIN. a 1. THE KEY TO FUNCTIONAL CONSTRUCTION ENTRANCES IS WEEKLY INSPECTIONS, ROUTINE MAINTENANCE, AND REGULAR SEDIMENT REMOVAL. 2. REGULAR INSPECTIONS OF CONSTRUCTION ENTRANCES SHALL BE CONDUCTED ONCE EVERY CALENDAR WEEK AND, AS RECOMMENDED, WITHIN 24-HOURS AFTER EACH RAINFALL EVEN THAT PRODUCES 1/2-INCH OR MORE OF PRECIPITATION. 3. DURING REGULAR INSPECTIONS, CHECK FOR MUD AND SEDIMENT BUILDUP AND PAD INTEGRITY. INSPECTION FREQUENCIES MAY NEED TO BE MORE FREQUENT DURING LONG PERIODS OF WET WEATHER. 4. RESHAPE THE STONE PAD AS NECESSARY FOR DRAINAGE AND RUNOFF CONTROL. 5. WASH OR REPLACE STONES AS NEEDED AND AS DIRECTED BY SITE INSPECTOR. THE STONE IN THE ENTRANCE SHOULD BE WASHED OR REPLACED WHENEVER THE ENTRANCE FAILS TO REDUCE THE AMOUNT OF MUD BEING CARRIED OFF -SITE BY VEHICLES. FREQUENT WASHING WILL EXTEND THE USEFUL LIFE OF STONE PAD. 6. IMMEDIATELY REMOVE MUD AND SEDIMENT TRACKED OR WASHED ONTO ADJACENT IMPERVIOUS SURFACES BY BRUSHING OR SWEEPING. FLUSHING SHOULD ONLY BE USED WHEN THE WATER CAN BE DISCHARGED TO A SEDIMENT TRAP OR BASIN. 7. DURING MAINTENANCE ACTIVITIES, ANY BROKEN PAVEMENT SHOULD BE REPAIRED IMMEDIATELY. 8. CONSTRUCTION ENTRANCES SHOULD BE REMOVED AFTER THE SITE HAS REACHED FINAL STABILIZATION. PERMANENT VEGETATION SHOULD REPLACE AREAS FROM WHICH CONSTRUCTION ENTRANCES HAVE BEEN REMOVED, UNLESS AREA WILL BE CONVERTED TO AN IMPERVIOUS SURFACE TO SERVE POST -CONSTRUCTION. TEMPORARY CONSTRUCTION ENTRANCE N.T.S. 8' MAX. STANDARD STRENGTH FABRIC WITH WIRE FENCE (MIN. 14 GAUGE 6"X6" WIRE) 6' MAX EXTRA STRENGTH FABRIC WITHOUT WIRE FENCE WIRE SECTION VIEW FENCE FILTER STEEL FABRIC POST BACKFILL TRENCH EXISTING AND COMPACT GROUND THOROUGHLY �\ 4 MIN UPSLOPE �� z (DISTURBED AREA) CIO SLOPE SLOPE LENGTH (FT) MAX. AREA (SQFT) <2% 100 10,000 2 TO 5% 75 7,500 5 TO 10% 50 1 5,000 10 TO 20% 25 2,500 >20% 15 1,500 EROSION CONTROL MATTING INSTALLATION: 1. PREPARE SOIL BEFORE INSTALLING ROLLED EROSION CONTROL PRODUCTS (RECPS), INCLUDING ANY NECESSARY APPLICATION OF LIME, FERTILIZER, AND SEED. 2. BEGIN AT THE TOP OF THE SLOPE BY ANCHORING THE RECPS IN A 6"(15CM) DEEP X 6"(15CM) WIDE TRENCH WITH APPROXIMATELY 12" (30CM) OF RECPS EXTENDED BEYOND THE UP -SLOPE PORTION OF THE TRENCH. ANCHOR THE RECPS WITH A ROW OF STAPLES/STAKES APPROXIMATELY 12" (30CM) APART IN THE BOTTOM OF THE TRENCH. BACKFILL AND COMPACT THE TRENCH AFTER STAPLING. APPLY SEED TO THE COMPACTED SOIL AND FOLD THE REMAINING 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. 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 APPROPRIATE LOCATIONS AS SHOWN IN THE STAPLE PATTERN GUIDE. 4. THE EDGES OF PARALLEL RECPS MUST BE STAPLED WITH APPROXIMATELY 2" - 5" (5-12.5CM) OVERLAP DEPENDING ON THE RECPS TYPE. 5. CONSECUTIVE RECPS SPLICED DOWN THE SLOPE MUST BE END OVER END (SHINGLE STYLE) WITH AN APPROXIMATE 3"(7.5CM) OVERLAP. STAPLE THROUGH OVERLAPPED AREA, APPROXIMATELY 12"(30CM) APART ACROSS ENTIRE RECPS WIDTH. NOTES: 1. IN LOOSE SOIL CONDITIONS, THE USE OF STAPLE OR STAKE LENGTHS GREATER THAN 6"(15CM) MAY BE NECESSARY TO PROPERLY SECURE THE RECP'S. 2. ALL SLOPES WITH SLOPE GREATER THAN 3:1 THAT CONSTRUCTION ACTIVITIES HAVE PERMANENTLY OR TEMPORARILY CEASED SHALL BE STABILIZED WITH SHORT-TERM BIODEGRADABLE DOUBLE -NET STRAW BLANKET MATTING PER. 3. REFERENCE NCDEQ EROSION AND SEDIMENT CONTROL PLANNING AND DESIGN MANUAL, SECTION 6.17. 0 2 EROSION CONTROL MATTING C903 N.T.S. POST STANDARD HARDWARE RIP RAP FACED WITH #57 WASHED CLOTH - EXTEND 12" STONE - 6" THK MIN. BELOW GRADE NOTE: CARRY RIP -RAP THOUGH TO BREAK IN BERM xi TO BREAK IN BERM N GROUND OPTIONAL 5' X 10' X 2' DEEP _ _ N SEDIMENT PIT --EXCAVATE 8"X12" TRENCH UPSLOPE ALONG LINE IG OF POSTS EXTEND HARDWARE CLOTH INTO TRENCH, SECTION BACKFILL TRENCH AND COMPACT SOIL 8'-0" MAX ADDITIONAL HORIZONTAL n BRACE OPENING 4' O. C NOTES: 1. FILTER BARRIERS SHALL BE INSPECTED IMMEDIATELY AFTER EACH RAINFALL AND DAILY DURING PROLONGED RAINFALL. REPAIR SHALL BE MADE AS NECESSARY. 2. FABRIC SHALL BE REPLACED PROMPTLY IF FOUND TO BE IN DISREPAIR. 3. SEDIMENT DEPOSITS SHALL BE REMOVED AFTER EACH STORM EVENT AND WHEN DEPOSITS REACH APPROXIMATELY 1/3 HEIGHT OF BARRIER. 4. REFERENCE NCDEQ EROSION AND SEDIMENT CONTROL PLANNING AND DESIGN MANUAL, SECTION 6.62. ATTACH HARDWARE CLOTH TO POST SECURELY WITH TIES STANDARD HARDWARE CLOTH - EXTEND 12" SILT FENCE OUTLET TO BE BELOW GRADE LOCATED AT LOWPOINT IN ELEVATION SILT FENCE OR AS SPECIFIED NOTES: 1. FILTER BARRIERS SHALL BE INSPECTED IMMEDIATELY AFTER EACH RAINFALL AND DAILY DURING PROLONGED RAINFALL. REPAIR SHALL BE MADE AS NECESSARY. 2. FABRIC SHALL BE REPLACED PROMPTLY IF FOUND TO BE IN DISREPAIR. 3. SEDIMENT DEPOSITS SHALL BE REMOVED AFTER EACH STORM EVENT AND WHEN DEPOSITS REACH APPROXIMATELY 1/3 HEIGHT OF BARRIER. 4. SILT FENCE OUTLETS SHALL BE LOCATED AT LOW POINTS IN CONTINUOUS RUN OF SILT. 5 TEMPORARY SILT FENCE OUTLET C903 N.T.S. DOZER TREADS CREATE CLEAT IMPRINTS PARALLEL TO THE SLOPE CONTOUR SHOULD BE SEEDED AND STABILIZED IMMEDIATELY. TRACKING NOTES: 1. TRACKING IS DEFINED AS DRIVING TRACKED MACHINERY UP AND DOWN SLOPES, LEAVING THE CLEAT IMPRINTS PARALLEL TO THE SLOPE CONTOUR. 2. PERFORM TRACKING AS SOON AS POSSIBLE AFTER THE VEGETATION HAS BEEN REMOVED FROM THE SLOPE. USE TRACKING WITH TEMPORARY SEEDING AND TEMPORARY MULCHING TO STABILIZE AN AREA. PERFORM TRACKING IMMEDIATELY AFTER GRADING ACTIVITIES HAVE CEASED (TEMPORARILY OR PERMANENTLY) IN AN AREA. 6 SLOPE TRACKING C903 N.T.S. z B � a J o L a ROLLED EROSION CONTROL MATTING AS PER SPECIFICATIONS O 0 VARIES ■� VARIES L 0 W STORMWATER DIVERSION DITCH - INSPECTION AND MAINTENANCE 1. FERTILIZE SEEDED AREAS, RESEED, AND APPLY STRAW COVER ACCORDING TO SPECIFICATIONS. 2. REPAIR DIVERSION DITCH AS NECESSARY TO MAINTAIN A BARRIER AND PROVIDE ADEQUATE STORM WATER FLOW. PROMPTLY REMOVE ERODED SOIL DEPOSITS FROM ROADWAYS, DITCHES, AND WATER COURSES. 3. INSPECT TEMPORARY DITCHES WEEKLY AND AFTER SIGNIFICANT G INCH OR GREATER) RAINFALL EVENTS TO SEE IF ANY EROSION AROUND OR BELOW RIPRAP HAS TAKEN PLACE, OR IF STONES HAVE BEEN DISLODGED. 3 STORMWATER DITCH C903 N.T.S. W2 END OF FLARED SECTION NATURAL GRADE ELEVATION VIEW BIII III I III IIILIII W1 I_ END OF APRON _ I PLAN VIEW NOTES: 1. CLASS OR MEDIAN SIZE OF RIPRAP AN LENGTH, WIDTH AND DEPTH OF APRON TO BE DESIGNED BY THE ENGINEER AND ARE SUMMARIZED IN THE TABLE BELOW. 2. RIPRAP SHOULD BE EXTENDED UP BOTH SIDES OF THE APRON AND AROUND THE END OF THE PIPE OR CULVERT AT THE DISCHARGE OUTLET AT A MAXIMUM SLOPE OF 2:1 AND A HEIGHT NOT LESS THAN TWO THIRDS THE PIPE DIAMETER OR CULVERT HEIGHT. 3. THERE SHALL BE NO OVERFLOW FROM THE END OF THE APRON TO THE LAYER OF FILTER FABRIC SECTION B-B SURFACE OF THE RECEIVING CHANNEL. THE AREA TO BE PAVED OR RIPRAPPED SHALL BE UNDERCUT SO THAT THE INVERT OF THE APRON SHALL BE THE SAME GRADE (FLUSH) WITH THE SURFACE OF THE RECEIVING CHANNEL. THE APRON SHALL HAVE A CUTOFF OR TOE WALL AT THE DOWNSTREAM END. 4. THE WIDTH OF THE END OF THE APRON SHALL BE EQUAL TO THE BOTTOM WIDTH OF THE RECEIVING CHANNEL. MAXIMUM TAPER TO RECEIVING CHANNEL 5:1. 5. ALL SUBGRADE FOR STRUCTURE TO BE COMPACTED TO 95% OR GREATER. 7 RIPRAP APRON C903 N.T.S. FILTER FABRIC LAP AS NEEDED RIP RAP IF IF T (THICKNESS) 6. THE PLACING OF FILL, EITHER LOOSE OR COMPACTED IN THE RECEIVING CHANNEL SHALL NOT BE ALLOWED. 7. NO BENDS OR CURVES IN THE HORIZONTAL ALIGNMENT OF THE APRON WILL BE PERMITTED. 8. FILTER FABRIC SHALL BE INSTALLED ON COMPACTED SUBGRADE PRIOR TO PLACEMENT OF RIPRAP. 9. ANY DISTURBED AREA FROM THE END OF APRON TO RECEIVING CHANNEL MUST BE STABILIZED. BEFORE YOU UIO! CALL 1-800-632-4949 N.C. ONE -CALL CENTER IT'S THE LAW! NORTH CAROLINA BOARD OF EXAMINERS FOR ENGINEERS AND SURVEYORS LICENSE NO. C-3035 0 c� � o irl 1 U F co O 1 tlI M n N N Uj cm co x 1 O LU 2 O M Z . c- 1 c LL o 1 .N a F 6. 0 ~ M U ^� cc 9 U U U N Z O coU � •ry r 1 a n M 0 c� x a w Q z w z 4 O C1 v vw w ;:4 z Z 4 TEMPORARY SILT FENCE C903 N.T.S. SHEET NUMBER C903 a PROPOSED ACCESS HAUL ROAD 70' (ALONG STRAIGHT —A —WAYS) / 80' (ALONG CURVES) ACCESS HAUL ROAD PHASE 2 C904 N.T.S. 2 TYPICAL SEDIMENT CHANNEL SECTION WITH PERIMETER ROAD C904 N.T.S. N 5: 7 40' 2' TOP TOP OF CHANNEL IJLP I 1\II 1\( l 3 TYPICAL SEDIMENT CHANNEL ROCK DAM C904 N.T.S. 50' 71' 18"—THICK CLASS 1 RIPRAP— UNDERLAIN WITH FILTER CLOTH 4 TYPICAL SEDIMENT CHANNEL OUTFALL SPILLWAY C904 N.T.S. 1 FILL VOILDS IN RIPRAP WITH NO. 57 STONE TO PROVIDE DRIVING SURFACE AND BIND RIPRAP EXISTING GROUND 4° _i 1.0' MIN. COVER COMPACTED 18" RCP CLASS IV 00 00 UNCLASSIFIED co00000o 0 FILL (D+2') (MIN.) 6" THICK (MIN.) UNCLASSIFIED PIPE BEDDING SECTION A —A 20' 'ISE UNDISTURBED SOIL CULVERT SCHEDULE CULVERT INLET LOCATION OUTLET PEAK DISCHARGE DIAMETER NO. LENGTH SLOPE NO. LOCATION (CFS) (IN) BARRELS (FT) M 1 TEMPORARY DITCH PIT 4.84 18 1 101 2.47 ALTERNATE WALL CONFIGURATION — I I I I 5 CULVERT C904 N.T.S. PLAN END VIEW am w 4 I-- --------�— SCOPE + I I Q in PL SECTION SEE OUTLET PROTECTION DETAIL TABLE OF DIMENSIONS D T A B C E L WT. 12" 2-1/4" 4" 2'-0" 4'-1" 2'-0" 6'-1" 730 15" 2-1/4" 6" 2'-3" 3'-10" 2'-0" 6'-1" 730 18" 2-1/2" 9" 2'-3" 3'-10" 3'-0" 6'-1" 1190 24" 3" 10" 3'-8" 2'-6" 4'-0" 6'-2" 1770 30" 3-1/2" 1'-O" 4'-6" V-8" 5'-0" 6'-2" 2380 36" 4" V-3" 5'-3" 2'-11" 6'-0" 8'-2" 5320 42" 4-1/2" V-9" 5'-3" 2'-11" 6'-6" 8'-2" 5920 48" 5" 2'-0" 6'-0" 2'-2,• 7'-0" 8'-2" 7470 54" 5-1/2" 2'-3" 5'-6" 2'-10" 7'-6" 8'-4" 8810 60" 6" 2'-6•, 5'-0" 3'-3•, 81-01, 8'-3" 11180 66" 6-1/2" 3'-0" 6'-0" 2'-3" 8'-6" 8'-3" 12530 72" 7" 3'-0" V-6" V-9„ 9'-01, 8'-3" 13980 GENERAL NOTES: 1. REINFORCEMENT SHALL CONFORM TO THE REQUIREMENTS OF REINFORCED CONCRETE PIPE OF LIKE DIAMETER PER AASHTO M170, TABLE 2, WALL B. 2. ALL CONCRETE TO BE 4,000 P.S.I. COMPRESSIVE STRENGTH. 3. PROVIDE TONGUE OR SPIGOT JOINT AT INLET END SECTION. 4. PROVIDE GROOVE OR BELL JOINT AT OUTLET END SECTION. 5. THE DIMENSIONS FOR END SECTIONS SHALL SUBSTANTIALLY AGREE ON THE MANUFACTURER'S STANDARD FORMS AND TEMPLATES. TYPICAL SCREENING BERM C904 N.T.S. s FLARED END SECTION C904 N.T.S. BEFORE YOU UIO! CALL 1-800-632-4949 N.C. ONE —CALL CENTER IT'S THE LAW! NORTH CAROLINA BOARD OF EXAMINERS FOR ENGINEERS AND SURVEYORS LICENSE NO. C-3035 i o �y irl a 1 U n iL M 1 tlI M n N N Lu cm co E U O M Z X �c 11 .N aF -o ~ M U cn 44 ^4 9 1 U 0U Z U 1 Nco U m 0 a .y r1 a n 0 c� C4 a w Q z w H z 00 4 4 O W �1 �1 Ca v W� U vw U w P z Ed 0 z z 0 Q z 0 z SHEET NUMBER C904 INTERIOR OF LOT DISTANCE VARIES WITH 2:1 SLOPE i 10' i 60' DISTANCE VARIES 10' 1 60' 1 10' 1 WITH 2:1 SLOPE 12" CPP PERMANENT SLOPE DRAIN 2 o 1 SLOPE BENCH TO BE AT 10:1 r7 18" CPP PERMANENT SLOPE DRAIN NOTES: 1. SLOPE TOP OF BERM 6" TOWARDS INTERIOR OF LOT. 2. PROVIDE DIVERSION DITCH TO PERMANENT SLOPE DRAINS. 3. SLOPE DRAINS TO BE INSTALLED EVERY 1000' ALONG BERM. 4. MAX. SIDE SLOPE TO BE 2:1. TYPICAL STOCKPILE WITH BENCH Lo N N.T.S 18" CPP PERMANENT SLOPE DRAIN G� o �y irl a 1 U F M O 1 tlI M I� N N 1 O D U O M Z X .0 11 aF LL .o \ ~ M U 000 ^� p _ 2,7 U a Z 0 N O co a, F..4 a 18" TEE W/ INLET PIPES •ry a 2 LF OF 18" HDPE �> M 45' BEND W/ BLOCKING 1.7 MIN. COVER PIPE 7 13.1 LF OF 22.5` BEND W/ BLOCKING 18" HDPE ® 7.1 % 22.5` BEND W/ GRAVITY BLOCKING 10.1 SLOPE 6 \ 4:1 SLOPE \$ N (TYP.) pQ� S\- 1.7' MIN. COVER 21 PiPE 5 18"x18" WYE N 18.4 LF OF 22.5` BEND W/ BLOCKING 18" HDPE @ 7.1 % 22.5` BEND W/ GRAVITY BLOCKING 3 LF OF 18" HDPE FOR INLET PIPE EACH SIDE STANDARD TEE SECTION (PLAN VIEW) 15' 12' � P\P� F OF p'31. NOTES: b \ 0 ALL PIPE IS TO BE DUAL 1. ALL PIPES SHALL BE 18" ADS HDPE N-12 PIPE OR EQUAL. ALL CONNECTIONS SHALL BE MADE WALL, SMOOTH CORE 18" WITH SOIL TIGHT CONNECTIONS. 1a HDPE. SEE NOTES FOR 2• ALL FITTINGS SHALL BE 18" ADS HDPE N-12 FITTINGS OR EQUAL. ALL CONNECTIONS SHALL BE PIPE DESCRIPTION MADE WITH SOIL TIGHT CONNECTIONS WITH A GASKET. 2 DEPRESSED INLET (TYP.) 3. THE LENGTHS OF PIPES #2 AND #6 ARE TO BE ADJUSTED IN THE FIELD BASED ON THE HEIGHT 1 OF THE FILL SLOPE. 4. FOR FILL AREAS WITH A HEIGHT OF LESS THAN 50 FEET, DELETE PIPES #3, #4, #5, AND THE 1.7' MIN. COVER p!pE 3 18"x18" WYE ASSOCIATED FITTINGS. 18.4 LF OF 22.5` BEND W/ BLOCKING 5. FOR FILL AREAS WITH A HEIGHT OF GREATER THAN 75 FEET, INSTALL ADDITIONAL SEGMENTS OF 18" HDPE @ 7.1% PIPES #3 AND #4 AND THE ASSOCIATED FITTINGS. 6. FILL MATERIAL AND BACKFILL SHALL BE COMPACTED TO 95% STANDARD PROCTOR. ICIQ> 22.5` BEND W/ GRAVITY BLOCKING 7 OR SHALLA LPE CONSTRUCTEDWITH A GRADE STEEPER B PROVIDESPACED NCANCHORSSHALL R TE ANCHORS 16 EON TOAN E AP ( 16' MAXIMUM), 2 8. SLOPE DRAINS ARE TO BE INSTALLED IN THE OVERBURDEN STORAGE AREAS AS NEEDED, BASED ON OF'0 `� CONCRETE ANCHOR (TYP.) SITE CONDITIONS. THE SLOPE DRAIN SHALL BE USED IN AREAS WHERE UPPER INLET HAS LESS \ O THAN 3.6 ACRES OF DRAINAGE AND THE OVERALL DRAINAGE INTO THE SYSTEM, INCLUDING SLOPE Epp AREA, IS LESS THAN 10.2 ACRES. INSTALL ADDITIONAL DRAINS AND DIVERSION CHANNELS IF THE DRAINAGE AREA EXCEEDS THE CAPACITY OF THE SYSTEM. 22.5` BEND W/ BLOCKING PIPE 1 4.0 LF OF 18" HDPE ® 7.1 % OUTLET PROTECTION LA=22'; W=24' USE 18" CLASS II RIPRAP WITH MIRAFI 60OX FILTER FABRIC OR EQUAL PERMANENT HPDE SLOPE DRAIN N.T.S. 3/4" GALVANIZE[ STEEL RODS GRAVITY Bl GRAVITY BLOCK SIZE = 2'x2'x2' EARTH Cl 3( C( I .JX I .J x I .J UCCY' THRUST BLOCKING BEFORE YOU UIO! CALL 1-800-632-4949 N.C. ONE -CALL CENTER IT'S THE LAW! NORTH CAROLINA BOARD OF EXAMINERS FOR ENGINEERS AND SURVEYORS LICENSE NO. C-3035 0 Pa a w Q z w z 4 0 W P4 Q v x w U w P4 z Ed 0 0 z z 0 z 0 Ed SHEET NUMBER C905 Ni N N O\i C4 GROUND STABILIZATION AND MATERIALS HANDLING PRACTICES FOR COMPLIANCE WITH THE NCGO1 CONSTRUCTION GENERAL PERMIT Implementing the details and specifications on this plan sheet will result in the construction activity being considered compliant with the Ground Stabilization and Materials Handling sections of the NCGO1 Construction General Permit (Sections E and F, respectively). The permittee shall comply with the Erosion and Sediment Control plan approved by the delegated authority having jurisdiction. All details and specifications shown on this sheet may not apply depending on site conditions and the delegated authority having jurisdiction. SECTION E: GROUND STABILIZATION Required Ground Stabilization Timeframes Stabilize within this Site Area Description many calendar Timeframe variations days after ceasing land disturbance a Perimeter dikes () swales, ditches, and 7 None perimeter slopes (b) High Quality Water 7 None (HOW) Zones (c) Slopes steeper than If slopes are 10' or less in length and are 3:1 7 not steeper than 2:1, 14 days are allowed -7 days for slopes greater than 50' in length and with slopes steeper than 4:1 -7 days for perimeter dikes, swales, (d) Slopes 3:1 to 4:1 14 ditches, perimeter slopes and HQW Zones -10 days for Falls Lake Watershed days for perimeter dikes, swales, (e) Areas with slopes 7ditches, perimeter slopes and HQW Zones flatter than 4:1 140 days for Falls Lake Watershed unless ere is zero slope Note: After the permanent cessation of construction activities, any areas with temporary ground stabilization shall be converted to permanent ground stabilization as soon as practicable but in no case longer than 90 calendar days after the last land disturbing activity. Temporary ground stabilization shall be maintained in a manner to render the surface stable against accelerated erosion until permanent ground stabilization is achieved. GROUND STABILIZATION SPECIFICATION Stabilize the ground sufficiently so that rain will not dislodge the soil. Use one of the techniques in the table below: Temporary Stabilization Permanent Stabilization • Temporary grass seed covered with straw or • Permanent grass seed covered with straw or other mulches and tackifiers other mulches and tackifiers • Hydroseeding • Geotextile fabrics such as permanent soil • Rolled erosion control products with or reinforcement matting without temporary grass seed • Hydroseeding • Appropriately applied straw or other mulch • Shrubs or other permanent plantings covered • Plastic sheeting with mulch • Uniform and evenly distributed ground cover sufficient to restrain erosion • Structural methods such as concrete, asphalt or retaining walls • Rolled erosion control products with grass seed DLYACRYLAMIDES (PAMS) AND FLOCCULANTS 1. Select flocculants that are appropriate for the soils being exposed during construction, selecting from the NC DWR List of Approved PAMS/Flocculants. 2. Apply Flocculants at or before the inlets to Erosion and Sediment Control Measures. 3. Apply Flocculants at the concentrations specified in the NC DWR List of Approved PAMS/Flocculants and in accordance with the manufacturer's instructions. 4. Provide pending area for containment of treated Stormwater before discharging offsite. 5. Store Flocculants in leak -proof containers that are kept under storm -resistant cover or surrounded by secondary containment structures. EQUIPMENT AND VEHICLE MAINTENANCE 1. Maintain vehicles and equipment to prevent discharge of fluids. 2. Provide drip pans under any stored equipment. 3. Identify leaks and repair as soon as feasible, or remove leaking equipment from the project. 4. Collect all spent fluids, store in separate containers and properly dispose as hazardous waste (recycle when possible). 5. Remove leaking vehicles and construction equipment from service until the problem has been corrected. 6. Bring used fuels, lubricants, coolants, hydraulic fluids and other petroleum products to a recycling or disposal center that handles these materials. 1. Never bury or burn waste. Place litter and debris in approved waste containers. 2. Provide a sufficient number and size of waste containers (e.g dumpster, trash receptacle) on site to contain construction and domestic wastes. 3. Locate waste containers at least 50 feet away from storm drain inlets and surface waters unless no other alternatives are reasonably available. 4. Locate waste containers on areas that do not receive substantial amounts of runoff from upland areas and does not drain directly to a storm drain, stream or wetland. 5. Cover waste containers at the end of each workday and before storm events or provide secondary containment. Repair or replace damaged waste containers. 6. Anchor all lightweight items in waste containers during times of high winds. 7. Empty waste containers as needed to prevent overflow. Clean up immediately if containers overflow. 8. Dispose waste off -site at an approved disposal facility. 9. On business days, clean up and dispose of waste in designated waste containers. PAINT AND OTHER LIQUID WASTE 1. Do not dump paint and other liquid waste into storm drains, streams or wetlands. 2. Locate paint washouts at least 50 feet away from storm drain inlets and surface waters unless no other alternatives are reasonably available. 3. Contain liquid wastes in a controlled area. 4. Containment must be labeled, sized and placed appropriately for the needs of site. 5. Prevent the discharge of soaps, solvents, detergents and other liquid wastes from construction sites. PORTABLE TOILETS 1. Install portable toilets on level ground, at least 50 feet away from storm drains, streams or wetlands unless there is no alternative reasonably available. If 50 foot offset is not attainable, provide relocation of portable toilet behind silt fence or place on a gravel pad and surround with sand bags. 2. Provide staking or anchoring of portable toilets during periods of high winds or in high foot traffic areas. 3. Monitor portable toilets for leaking and properly dispose of any leaked material. Utilize a licensed sanitary waste hauler to remove leaking portable toilets and replace with properly operating unit. EARTHEN STOCKPILE MANAGEMENT 1. Show stockpile locations on plans. Locate earthen -material stockpile areas at least 50 feet away from storm drain inlets, sediment basins, perimeter sediment controls and surface waters unless it can be shown no other alternatives are reasonably available. 2. Protect stockpile with silt fence installed along toe of slope with a minimum offset of five feet from the toe of stockpile. 3. Provide stable stone access point when feasible. 4. Stabilize stockpile within the timeframes provided on this sheet and in accordance with the approved plan and any additional requirements. Soil stabilization is defined as vegetative, physical or chemical coverage techniques that will restrain accelerated erosion on disturbed soils for temporary or permanent control needs. 112w .� l sy NORTH CAROLINA Environmental Quality DNSITE CONCRETE WASHOUT STRUCTURE WITH LINER 0m o »a _ 0 0 T 0 0 s �a $ Oo .)� sccraia-�1 a •.tea : : • :r.r a arm aw �.. r eis& ��,....••� .•.•• elm xa» BELOW GRABS 46MLJT�, ABnyE�GRABE 46MIlTrTSSTRUCTURE CONCRETE WASHOUTS 1. Do not discharge concrete or cement slurry from the site. 2. Dispose of, or recycle settled, hardened concrete residue in accordance with local and state solid waste regulations and at an approved facility. 3. Manage washout from mortar mixers in accordance with the above item and in addition place the mixer and associated materials on impervious barrier and within lot perimeter silt fence. 4. Install temporary concrete washouts per local requirements, where applicable. If an alternate method or product is to be used, contact your approval authority for review and approval. If local standard details are not available, use one of the two types of temporary concrete washouts provided on this detail. 5. Do not use concrete washouts for dewatering or storing defective curb or sidewalk sections. Stormwater accumulated within the washout may not be pumped into or discharged to the storm drain system or receiving surface waters. Liquid waste must be pumped out and removed from project. 6. Locate washouts at least 50 feet from storm drain inlets and surface waters unless it can be shown that no other alternatives are reasonably available. At a minimum, install protection of storm drain inlet(s) closest to the washout which could receive spills or overflow. 7. Locate washouts in an easily accessible area, on level ground and install a stone entrance pad in front of the washout. Additional controls may be required by the approving authority. 8. Install at least one sign directing concrete trucks to the washout within the project limits. Post signage on the washout itself to identify this location. 9. Remove leavings from the washout when at approximately 75% capacity to limit overflow events. Replace the tarp, sand bags or other temporary structural components when no longer functional. When utilizing alternative or proprietary products, follow manufacturer's instructions. 10. At the completion of the concrete work, remove remaining leavings and dispose of in an approved disposal facility. Fill pit, if applicable, and stabilize any disturbance caused by removal of washout. HERBICIDES, PESTICIDES AND RODENTICIDES 1. Store and apply herbicides, pesticides and rodenticides in accordance with label restrictions. 2. Store herbicides, pesticides and rodenticides in their original containers with the label, which lists directions for use, ingredients and first aid steps in case of accidental poisoning. 3. Do not store herbicides, pesticides and rodenticides in areas where flooding is possible or where they may spill or leak into wells, stormwater drains, ground water or surface water. If a spill occurs, clean area immediately. 4. Do not stockpile these materials onsite. HAZARDOUS AND TOXIC WASTE 1. Create designated hazardous waste collection areas on -site. 2. Place hazardous waste containers under cover or in secondary containment. 3. Do not store hazardous chemicals, drums or bagged materials directly on the ground. NCG01 GROUND STABILIZATION AND MATERIALS HANDLING I EFFECTIVE: 04/01/19 PART III SELF -INSPECTION, RECORDKEEPING AND REPORTING SECTION A: SELF -INSPECTION Self -inspections are required during normal business hours in accordance with the table below. When adverse weather or site conditions would cause the safety of the inspection personnel to be in jeopardy, the inspection may be delayed until the next business day on which it is safe to perform the inspection. In addition, when a storm event of equal to or greater than 1.0 inch occurs outside of normal business hours, the self -inspection shall be performed upon the commencement of the next business day. Any time when inspections were delayed shall be noted in the Inspection Record. Frequency Inspect (during normal Inspection records must include: business hou rs) (1) Rain gauge Daily Daily rainfall amounts. maintained in If no daily rain gauge observations are made during weekend o good working holiday periods, and no individual -day rainfall information is order available, record the cumulative rain measurement for those un- attended days (anc this will determine if a site inspection is needed). Days on which no rainfall occurred shall be recorded as "zero." The permittee may use another rain -monitoring device approved by the Division. (2) E&SC At least once per 1. Identification of the measures inspected, Measures 7 calendar days 2. Date and time of the inspection, and within 24 3. Name of the person performing the Inspection, hours of a rain 4. Indication of whether the measures were operating event > 1.0 inch in properly, 24 hours 5. Description of maintenance needs for the measure, 6. Description, evidence, and date of corrective actions taken. (3) Stormwater At least once per 1. Identification of the discharge outfalls inspected, discharge 7 calendar days 2. Date and time of the inspection, outfalls (SDCs) and within 24 3. Name of the person performing the inspection, hours of a rain 4. Evidence of indicators of Stormwater pollution such as oil event > 1.0 Inch In sheen, floating or suspended solids or discoloration, 24 hours 5. Indication of visible sediment leaving the site, 6. Description, evidence, and date of corrective actions taken. (4) Perimeter of At least once per If visible sedimentation Is found outside site limits, then a record site 7 calendar days of the following shall be made: and within 24 1. Actions taken to cleanup or stabilize the sediment that has left hours of a rain the site limits, event > 1.0 inch in 2. Description, evidence, and date of corrective actions taken, and 24 hours 3. An explanation as to the actions taken to control future releases. 5 Streams or (I At least once per If the stream or wetland has increased visible sedimentation or a wetlands onsite 7 calendar days stream has visible increased turbidity from the construction or offsite and within 24 activity, then a record of the following shall be made: (where hours of a rain 1. Description, evidence and date of corrective actions taken, and accessible) event> 1.0 Inch In 2. Records of the required reports to the appropriate DIWslon 24 hours Regional Office per Part III, Section C, Item (2)(a)l of this permit. (6) Ground After each phase 1. The phase of grading (Installation of perimeter E&SC stabilization of grading measures, clearing and grubbing, installation of storm measures drainage facilities, completion of all land -disturbing activity, construction or redevelopment, permanent ground cover). 2. Documentation that the required ground stabilization measures have been provided within the required timeframe or an assurance that they will be provided as soon as possible. NOTE: The rain inspection resets the required 7 calendar day inspection requirement. PART III SELF -INSPECTION, RECORDKEEPING AND REPORTING SECTION B: RECORDKEEPING 1. E&SC Plan Documentation The approved E&SC Ian as well as an approved deviation shall be kept on the site. The PP P Y PP P approved E&SC plan must be kept up-to-date throughout the coverage under this permit. The following items pertaining to the E&SC plan shall be kept on site and available for inspection at all times during normal business hours. Item to Document Documentation Requirements (a) Each E&SC measure has been installed Initial and date each E&SC measure on a copy and does not significantly deviate from the of the approved E&SC plan or complete, date locations, dimensions and relative elevations and sign an inspection report that lists each shown on the approved E&SC plan. E&SC measure shown on the approved E&SC plan. This documentation is required upon the initial installation of the E&SC measures or if the E&SC measures are modified after initial installation. (b) A phase of grading has been completed. Initial and date a copy of the approved E&SC plan or complete, date and sign an Inspection report to indicate completion of the construction phase. (c) Ground cover is located and installed Initial and date a copy of the approved E&SC in accordance with the approved E&SC plan or complete, date and sign an inspection plan. report to indicate compliance with approved ground cover specifications. (d) The maintenance and repair Complete, date and sign an inspection report. requirements for all E&SC measures have been performed. e Corrective actions have been taken ( ) Initial and date a co of the approved E&SC PY PP to E&SC measures. plan or complete, date and sign an inspection report to indicate the completion of the corrective action. 2. Additional Documentation to be Kept on Site In addition to the E&SC plan documents above, the following items shall be kept on the site and available for inspectors at all times during normal business hours, unless the Division provides a site -specific exemption based on unique site conditions that make this requirement not practical: (a) This General Permit as well as the Certificate of Coverage, after it is received. (b) Records of inspections made during the previous twelve months. The permittee shall record the required observations on the Inspection Record Form provided by the Division or a similar inspection form that includes all the required elements. Use of electronically -available records in lieu of the required paper copies will be allowed if shown to provide equal access and utility as the hard -copy records. 3. Documentation to be Retained for Three Years All data used to complete the a-NO1 and all inspection records shall be maintained for a period of three years after project completion and made available upon request. [40 CFR 122.411 PART II, SECTION G, ITEM (4) DRAW DOWN OF SEDIMENT BASINS FOR MAINTENANCE OR CLOSE OUT 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 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). Non -surface withdrawals from sediment basins shall be allowed only when all of the following criteria have been met: (a) 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 shall not commence until the E&SC plan authority has approved these items, (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, (c) 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 properly sited, designed and maintained dewatering tanks, weir tanks, and filtration systems, (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, (e) Velocity dissipation devices such as check dams, sediment traps, and riprap are provided at the discharge points of all dewatering devices, and (f) 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. PART III SELF -INSPECTION, RECORDKEEPING AND REPORTING ccrrinni r. DconDTlhrr 1. Occurrences that Must be Reported Permittees shall report the following occurrences: (a) Visible sediment deposition in a stream or wetland. (b) Oil spills if: • They are 25 gallons or more, • They are less than 25 gallons but cannot be cleaned up within 24 hours, They cause sheen on surface waters (regardless of volume), or • They are within 100 feet of surface waters (regardless of volume). (c) Releases of hazardous substances in excess of reportable quantities under Section 311 of the Clean Water Act (Ref: 40 CFR 110.3 and 40 CFR 117.3) or Section 102 of CERCLA (Ref: 40 CFR 302.4) or G.S. 143-215.85. (d) Anticipated bypasses and unanticipated bypasses. (e) Noncompliance with the conditions of this permit that may endanger health or the environment. 2. Reporting Timeframes and Other Requirements After a permittee becomes aware of an occurrence that must be reported, he shall contact the appropriate Division regional office within the timeframes and in accordance with the other requirements listed below. Occurrences outside normal business hours may also be reported to the Department's Environmental Emergency Center personnel at (800) 858-0368. Occurrence Reporting Timeframes (After Discovery) and Other Requirements (a) Visible sediment • Within 24 hours, an oral or electronic notification. deposition in a • Within 7 calendar days, a report that contains a description of the stream or wetland sediment and actions taken to address the cause of the deposition. Division staff may waive the requirement for a written report on a case -by -case basis. • If the stream is named on the NC 303(d) list as impaired for sediment - related causes, the permittee may be required to perform additional monitoring, inspections or apply more stringent practices if staff determine that additional requirements are needed to assure compliance with the federal or state impaired -waters conditions. (b) Oil spills and • Within 24 hours, an Dral or electronic notification. The notification release of shall include information about the date, time, nature, volume and hazardous location of the spill or release. substances per Item 1(b)-(c) above (c) Anticipated • A report at least ten days before the date of the bypass, if possible. bypasses [40 CFR The report shall include an evaluation of the anticipated quality and 122.41(m)(3)] effect of the bypass. (d) Unanticipated • Within 24 hours, an oral or electronic notification. bypasses [40 CFR • Within 7 calendar days, a report that includes an evaluation of the 122.41(m)(3)] quality and effect of the bypass. e () Noncompliance Within 24 hours, an oral or electronic notification. with the conditions • Within7mlendardays, a report that contains a description of the of this permit that noncompliance, and its causes; the period of noncompliance, may endanger including exact dates and times, and if the noncompliance has not health or the been corrected, the anticipated time noncompliance is expected to environmem[40 continue; and steps taken or planned to reduce, eliminate, and CFR 122.41(I)(7)] prevent reoccurrence of the noncompliance. (40 CFR 122.41(I)(6). • Division staff may waive the requirement for a written report on a case -by -case basis. NORTH CAROLINA ! Environmental Quality NCG01 SELF -INSPECTION, RECORDKEEPING AND REPORTING I EFFECTIVE: 04/01/19I Water Resources Environmental Quality ROY COOPER Governor MICHAEL S. REGAN Secretary S. JAY ZIMMERMAN Director North Carolina DWR List of Approved PAMS/Flocculants Updated 4/01/2017 Company Product Maximum Recommended Concentration Applied Polymer System APS 712 59.3 ppm Applied Polymer System APS 730 5.6 ppm Applied Polymer System APS 740 5.2 ppm Applied Polymer System APS 703d ** Applied Polymer System APS 703d#3 ** Applied Polymer System APS 706b ** Applied Polymer System APS 705 27.7 ppm Aquamark, Inc AQ100 Land surface application only at 39.7 ppm Aquamark, Inc AQ109 Land surface application only at 0.180 /I Ashland Hercules Water Tech Ashland Charge Pac 55 10 m /L Ashland Hercules Water Tech Ashland Zalta MC 9500 10 m /L Cape Fear Consulting PAX-CFC39A 5 ppm Cape Fear Consulting CFC-4330 4.5 ppm Carolina H drolo ics HYDROLOC PAM Land surface application only at 3.0 m /I Carolina H drolo ics Floc Roll/Line/Flat 50 m /L Chemical Solutions, Inc. CS-1234 and/or CS-1234D 500 m /L per 18% solids *(see below)* Chemical Solutions, Inc MK7154DP 10 m /L Green Techniques Soil Defender Land surface application only at 0.008% HaloSource, Inc. GelFloc 2.56 m /L HaloSource, Inc. LBP-2101 500 m /L Hanes Geo Components TerraGuard Granular PAM 3.25m /L Innovative Turf Solutions EnviroPam 200 mg/L Innovative Turf Solutions Erosion Guard Powder, Erosion Guard Logs/Erosion Guard Flats 200 mg/L Innovative Turf Solutions FLOC 650 mg/L Leaner Meaner Greener, Inc L.M.G. Dust Magnet 281 Solution 0.05% Leaner Meaner Greener, Inc L.M.G. Dust Magnet 163 powder 0.5 m /L Leaner Meaner Greener, Inc DBP-2100 28.125 mg/L Nalco Nalco 8187 100 ppm NTU GeoScrub 10, 13, 20, 23, 34 10 mg/L NTU GeoScrub Bubbles 1 mg/L Paschal Associates Sales PFR P251 25 ppm Southeastern Laboratories SEL FLOC 6026 7.5 ppm Storm Klear 3% Liqui-Floc 9.4 mg/L Terra Novo EarthGuard .000625 mL/L s L A All these products should be used per the manufacturer's instruction and with Best Management Practices. Additional information for specific products: • For use and toxicity guidance regarding CS-1234 and/or CS-1234D, please contact Cindy Moore with the DWR Aquatic Toxicology Branch at (;91,9). 7,4i3e§442. or at cindy.a.moore(a�ncdenr.gov State of North Carolina I Environmental Quality / Water Sciences Section 1621 Mail Service Center I Raleigh, North Carolina 27699-1621 919-743-8400 DEMLR Monitoring Form Rev. 08012013 Page 2 of 2 PART 2A: EROSION AND SEDIMENTATION CONTROL MEASURES: Measures must be inspected at least ONCE PER 7 CALENDAR DAYS AND WITHIN 24 HOURS OF A RAINFALL EVENT GREATER THAN 0.5 INCH PER 24 HOUR PERIOD. Erosion and Sedimentation Control Measures Inspected Inspection Date Describe Actions Needed Corrective actions should be performed as soon Date Corrected Measure ID or Location and Description OperatingAn Properly? (Y/N) Repair y p or Maintenance Needed? (Y/N) New Measures Installed as possible and before the next storm event Proposed Actual Dimensions Significant Dimensions Deviation from ) lU Plan? (YIN) *New erosion and sedimentation control measures installed since the last inspection should be documented here or by initialing and dating each measure or practice shown on a copy of the approved erosion and sedimentation control plan. List Dimensions of Measures such as Sediment Basins and Riprap Aprons PART 213: STORMWATER DISCHARGE OUTFALLS (SDOs): SDOs must be inspected at least ONCE PER 7 CALENDAR DAYS AND WITHIN 24 HOURS OF A RAINFALL EVENT GREATER THAN 0.5 INCH PER 24 HOUR PERIOD. Stormwater Discharge Outfalls Inspected Inspection Report Visible Sedimentation to streams or wetlands to P Date Any Visible Any Increase Any Stormwater Sedimentation in Stream Visible Any visible oil Date Land Quality within 24 Hours Corrected Discharge Outfall in Streams, Turbidity Erosion sheen, floating or http://portal.ncdenr.org/web/ir/division-contacts ID or Wetlands or from below suspended solids or Describe Actions Needed Location Outside Site Discharge? SDO? discoloration? (Y/N) Corrective actions should be performed as soon as possible and before the next storm event Limits? (Y/N) (Y/N) (Y/N) PART 2C: GROUND STABILIZATION Must be recorded after each Phase of Gradina Areas Where Land Disturbance Has Been Completed or Temporarily Stopped Time Limit for Ground Cover 7 days or 14 Is Ground Cover Sufficient to Restrain Erosion? (Y/N) Inspection Date Describe Actions Needed Date Corrected -days BEFORE YOU IDIO! CALL 1-800-632-4949 N.C. ONE -CALL CENTER IT'S THE LAW! NORTH CAROLINA BOARD OF EXAMINERS FOR ENGINEERS AND SURVEYORS LICENSE NO. C-3035 r-I o irl 1 U F M o 1 laaaalpa In n N co 04 co E 1 O I� U O M Z cc . c- 1 LL oz 1 • 1�.1 r� [•V a F 8 cc ~ M o C) ICI 3 0 W a J M 3m 1 0< 0 3 z U U N 1 C) r U m a •ry r 1 �./ 0 o 1� • I„ I n M O N r~' C4 a w Q z w z 4 M O �W W Ca C4 Ca C1 U x U w Ca U EZ ti p4 w O z w SHEET NUMBER C906 ATTACHMENT 2 Civil & Environmental Consultants, Inc. I It . Match to Sheet 2 of 2z DP-10 • • DP-9 • DP-1 Potential Non -Wetland Waters of the US Perennial Stream S-4 (DP-9) ±8381f r DP-4 Potential Non -Wetland Waters of the US Perennial Stream S-1 (DP-1) ±1,087If DP-2 • DP-3 Potential Wetland Waters of the US Wetland 1 (DP-2) +3.2 ac • DP-13 DP-14 DP-11 DP-15 DP-12 Potential Non -Wetland Waters of the US Intermittent Non-RPW Stream S-5 (DP-10/13) +890 if ------------------------------ Potential Non -Wetland Waters of the US Perennial Stream S-10 (DP-25/29) ±4,711 if DP-26 DP-23 DP-24 Potential Non -Wetland Waters of the US Intermittent RPW Stream S-12 (DP-24) ±571 if Potential Non -Wetland Waters of the US Intermittent �{ RPNA' Stream S-3A 07 i_ t , (DP-8) ±571 if I Potential Non -Wetland DP-6 Waters of the US DP-5 • Intermittent • DP-8 Non-RPW Stream S-2 DP-5) ±112 if LEGEND • DP-7 �. Potential Non -Wetland Wal Waters of the US qj Perennial Stream S-3 (DP-7) ±3581f DP-25 i-► Potential Wetland Waters of the US Wetlan W-2 (DP-30 ±89 if Potential Non -Wetland i Waters of the US •� Intermittent Non-RPW Stream S-7 (DP-17) ±356 if A A DP-30 • DP-32 4 DP-31 • .-. Potential Non -Wetland -Z, Potential Non -Wetland Waters of the US Waters of the US Intermittent Review Area Boundary DP-22 Potential Non -Wetland RPW Stream S-11 DP-28 ' Waters of the US (DP-30) ±1,301 if s Intermittent AL Upland Data Point• • Non-RPW Stream S-9 a � � 1!► • Wetland/Strearn Data Point DP-17 DP-21 (DP-21) ±179 if Potential Non -Wetland • Waters of the US y DP-16 • DP-18 • DP-20 Perennial Stream S-10 DP-19 (DP-25/29) ±4,711 if Potential Non -Wetland 4 Waters of the US Potential Non -Wetland Intermittent V Waters of the US RPW Stream S-8 Perennial Stream S-6 (DP-30) ±728 if i DP-27 Match to Sheet 1 of 2 _ (DP-16) ±328 if s ' •------------- N1 -a---------------------------------------$------------------------------- r r r r r�r Mats h ofS�he t 2,of 2 H7.- `_ 300h Potential Non -Wetland DP-lo - . _ Waters of the US Perennial Strew-1 Q, (DP-25/29) ±4,l11 IS DP-9 DP- 13- DP-14 }} e $ }} — DP-11� iii --_ - DP26 Potential -Wetland �. f ~r. ' Waters of the S da DP-15 p Perennial Strea -4� Dj2- - " ° (DP-9) ±8381f DP_ 1�, SEE ry y � p � Potential Non-Wet�and ry Waters of the USA o ` Intermittent Non-RPW Stream S-5. DP-4 Potential Non -Wetland (DP-10/13) ±890 if `Potential Non-Wetlan'& Waters of the US Waters of the US Perennial Stream S-1 �..oa .� ` Intermittenf� b DP-1 ±1,0871f ",Be i' RPW Streani S-12 ( ) ] DP-2 AL (DP-24) ±571 if 1 � � _- „ �. \ DP-3 + Potential Non -Wetland I� . Potential Wetland Waters of the IDSWaters of the US_ f• l Wetland 1 (DP-2) �� ntennittentW Stream S-3A }r• ±3.2 ac (D 8) ±571 if Prepared by: 254 1 ems`_, _' Craig R. Wyant RLA/SWS i A Fine Line Design P.O. Box 163 I 111 -- 1' 220 _�% N ^� _ N � Potential Non -Wetland DP-6 High Shoals, NC 28077 p Waters of the U A 704-240-0793 DP-5 -_� , � Intermittent craig.wyant@charter.net ion-RPW Stream S-2 DP_g -5) ±112 if Potential Non -Wetland '•� LEGEND Preliminary 7D Field Sketch Waters of the us Potential wetland Vulcan Materials Company Perennial Stream S- waters of the US VMC RocQuarry ham (DP 7) ±3.5 North Q riY summary of Findings L aT -- - 3zfl Potential Non -wetland Richmond County, NC i- - Waters of the US Approximate Total Review Area: 275.4 ac Approximate Total RPW Trib: 10,493 if .�. i �" S sheet Approximate Total Non-RPW Trib: 1,5371f Review Area Boundary 1 of 2 Scale: F-300' Approx. Total Wetlands: 3.62 ac NORTH (Printed at 11"x17") Approx Total Area of Uplands: 270.38 ac AL Upland Data Point 0 Wetland/Stream Data Point April 20, 2020 Preliminary JD Field Sketch Vulcan Materials Company VMC Rockingham Quarry North Richmond County, NC Sheet 2 of 2 Scale: 1"=300' NORTH (Printed at 11"x17") April 20, 2020 LEGEND Potential Wetland ( Waters of the US Potential Non -Wetland Waters of the US Review Area Boundary Upland Data Point p Wetland/Stream Data Point Potential Wetland Waters of the US Wetland W-2 tDP-30) @8901 1 Potential Non Wetland Waters of the S Intermittent Non-RPW Stre m S-7 (I) ± f Summary of Findings ti Approximate Total Review Area: 275.4 ac X �I Approximate Total RPW Trib: 10,493 if a ha Approximate Total Non-RPW Trib: 1,537 If o 'its Approx. Total Wetlands: 3.62 ac Approx Total Area of Uplands: 270.38 ac Ij Prepared by: DP-30 Craig R. Wyant RLA/SWS P-29` A Fine Line Design ° 7 P.O. Box 163 DP-32 A High Shoals, NC 28077 704-240-0793 craig.wyant@charter.net - DP-31 r - Potential Non -Wetland Waters of the US Intermittent Potential Non -Wetland RPW Stream S-I I 1 � Waters of the US (DP-30) ±1,301 Intermittent Non-RPW Stream %9 ��• (DP-21) ±179 if � Potential Non -Wetland DP-20 Waters of the US wwn�r 1 rm DP-19 Perennial Stream S-10 - (DP-25/29) ±4,711 if Potential Non -Wetland o Waters o f xhe US I f otAtial on-Wetlan Intermi ent � Waters of the US�� RPW S eam S-8 ' } Perennial Stream S-6 (DP-3 ±728 1• DP-27 : � (DP-16) ±328 if Match to Sheet 1 of A �= �� -/ � _ 1 / � ------------------------------------- --- /�' �t Pry$ - 1 a DP-17 D-21 w � DP-16 DP-1S DP-15 AL - - - - - - - --�- - -- v N v v 0 0 no N( , I:11'VQ Stream Identifiication Form Version 4.11 DP-1 Date ProjectfSlte: VMC TIAA Latitude: 10-15-19 Rockingham 34.9437 Evaluator: Craig R. Wyant RLA/SWS County: Richmond Longitude-, -79.8166 Total Points: Stream Defenninatlon (clfcle on Other Simarn is at �eaaf inferryMeni 32.0 ephemeral Intemlltte Pr3r rtlif3! e.g. Q�adNarr�e! If? In orpemnflial if? 304 A. Geomorphology (Subtotal =_ 15.5) Absent Weak Moderate Strong 1", Continuity of channel bed and bank 2. SinuosJty of channel along thaiweg C 1 2 0 _ 1 3 3. In -channel structure: ex. riffle-pooJ. step -pool. ripple -pool sequence 0 1 O 3 4. PaMCle size of stream substrate 0 1 - 3 S. Activomlict floodplaln Z 3 6. Depositiorial bars or oer=es 0 1 3 7- Recent alluvial deposits 0 1 ? 3 3 B. Headcuts 0 1 2 9. Grade contmi 0 0.5 1 1.5 10. Mature! valley 0 0.5 1 1.5 No = 0 < es __ 11 ;second or greater order channel arllflcial ditches are not rated: see dlscusslons In manual B. Hvdroloav (Subtotal = 7.5 12_ Presence of Beseflow 0 1 2 Q 13_ Iron oxld¢ing bacteria 0 1 2 3 14. Deaf litter 1.5 1 0 15. Sedfmerit on plants or debris 0 5 1 1.5. 16. Organic debrJs lines ar piles 0 1 1.5. 17- Soil -based evidence of high water table? No = 0 1 es = C. Bioloov (Subtotal = 13.0 1 1B. Fibrous roots In streambed 9) 2 1 0 19. Rooted upland plants In streambed 3 2 _1 i 2 0 20. Macrobenthos (note dlverstty andabundmce) 0 3 21. Aquatic Mollusks 0 1 3 22_ Fish 0 0.5 1 1.5 23_ Crayfish 0 n 1 1 5 24. Amphibians 0 .5 1 1.6 25. Algae 0 .5 1 1.5 6_ Welland plants in streambed FACVV = 0.76. 0 B L = 1.5 ether __ f) -perennNI streams mey zIso be Identified using other methods, See p, 35 of manual. Notes: Sketch: 19' 137 5' 7' 0"-6" water in channel 57 1' �� - - . I� �'#: �Y,I '� • '�'-`_ r.?� g ram$ a. Perennial Stream S- I at DP- I Looking Upstream -; , �f ��•r ^�'`�,yt r� �.-�1- �� 1 -d r��i 1. +• � - r r r fi - f �• A � � - � 4 1 � - 'rl!�r' .fir. ��§�i.� ,.F r �� ;�•`•� - AW T'- . WETLAND DETERMINATION DATA SHEET — Eastern Mountains and Piedmont Region Project/Site: VMC Rockingham Quarry TIAA City/County: Richmond Sampling Date: 10-18-19 Applicant/Owner: Vulcan Materials Company State: NC Sampling Point: DP-2 Investigator(s): Craig R. Wyant RLA/SWS Section, Township, Range: Landform (hillside, terrace, etc.): Beaver Pond Local relief (concave, convex, none): none Slope (%): 0% Subregion (LRR or MLRA): LRR P, MLRA 136 Lat: 34.9407 Long:-79.8168 Datum: Soil Map Unit Name: PaD - Pacolet Gravelly Sandy Loam, 15-35 % NWI classification: Upland Are climatic / hydrologic conditions on the site typical for this time of year? Yes No x (If no, explain in Remarks.) Are Vegetation x , Soil x , or Hydrology x significantly disturbed? Are "Normal Circumstances" present? Yes X No Are Vegetation , Soil , or Hydrology naturally problematic? (If needed, explain any answers in Remarks.) SUMMARY OF FINDINGS — Attach site map showing sampling point locations, transects, important features, etc. Hydrophytic Vegetation Present? Yes x No Is the Sampled Area Hydric Soil Present? Yes x No within a Wetland? Yes x No Wetland Hydrology Present? Yes x No Remarks: Beaver pond. Partially Inundated. Flag W-1.39 HYDROLOGY Wetland Hydrology Indicators: Secondary Indicators (minimum of two required) Primary Indicators (minimum of one is required: check all that apply) —Surface Soil Cracks (136) x Surface Water (Al) x True Aquatic Plants (1314) x Sparsely Vegetated Concave Surface (138) x High Water Table (A2) —Hydrogen Sulfide Odor (Cl) x Drainage Patterns (1310) x Saturation (A3) x Oxidized Rhizospheres on Living Roots (C3) —Moss Trim Lines (1316) x Water Marks (131) —Presence of Reduced Iron (C4) x Dry -Season Water Table (C2) —Sediment Deposits (132) —Recent Iron Reduction in Tilled Soils (C6) x Crayfish Burrows (C8) x Drift Deposits (133) _Thin Muck Surface (C7) x Saturation Visible on Aerial Imagery (C9) _Algal Mat or Crust (134) _Other (Explain in Remarks) _Stunted or Stressed Plants (D1) _ Iron Deposits (135) —Geomorphic Position (D2) x Inundation Visible on Aerial Imagery (137) —Shallow Aquitard (D3) x Water -Stained Leaves (139) x Microtopographic Relief (D4) x Aquatic Fauna (1313) X FAC-Neutral Test (D5) Field Observations: Surface Water Present? Yes x No Depth (inches): 4 Water Table Present? Yes x No Depth (inches): 12 Saturation Present? Yes x No Depth (inches): 6 Wetland Hydrology Present? Yes X No (includes capillary fringe) Describe Recorded Data (stream gauge, monitoring well, aerial photos, previous inspections), if available: Remarks: Beaver pond. Partially inundated. US Army Corps of Engineers Eastern Mountains and Piedmont - Version 2.0 VEGETATION (Five Strata) - Use scientific names of plants. Sampling Point: DP-2 Tree Stratum (Plot size: 30' 1. Betula nigra 2. Acer rubrum 3. 4. 5. 6. 50% of total cover Sapling Stratum (Plot size: 15' 1. Salix nigra 2. Acer rubrum 3. 4. 5. 6. 50% of total cover Shrub Stratum (Plot size: 15' ) 1. Alnus serrulata 2. 3. 4. 5. 6. % Cover Species? 10 Yes 10 Yes 20 =Total Cover 10 20% of total cover: 10 Yes 10 Yes Status Dominance Test worksheet: FACW Number of Dominant Species FAC That Are OBL, FACW, or FAC: 8 (A) Total Number of Dominant Species Across All Strata: 9 (B) Percent of Dominant Species That Are OBL, FACW, or FAC: 88.9% (A/B) Prevalence Index worksheet: 4 OBL FAC 20 =Total Cover 10 20% of total cover: 4 10 Yes OBL Total % Cover of: Multiply by: OBL species 45 x 1 = 45 FACW species 50 x 2 = 100 FAC species 20 x 3 = 60 FACU species 20 x 4 = 80 UPL species 25 x 5 = 125 Column Totals: 160 (A) 410 (B) Prevalence Index = B/A = 2.56 Hydrophytic Vegetation Indicators: 1 - Rapid Test for Hydrophytic Vegetation X 2 - Dominance Test is >50% X 3 - Prevalence Index is <-3.0' _4 - Morphological Adaptations' (Provide supporting data in Remarks or on a separate sheet) _ Problematic Hydrophytic Vegetation' (Explain) 'Indicators of hydric soil and wetland hydrology must be present, unless disturbed or problematic. 10 =Total Cover Definitions of Five Vegetation Strata: 50% of total cover: 5 20% of total cover: 2 Tree - Woody plants, excluding woody vines, Herb Stratum (Plot size: 5' ) approximately 20 ft (6 m) or more in height and 3 in. 1. Alternanthera philoxeroides 25 Yes OBL (7.6 cm) or larger in diameter at breast height (DBH). 2. Polygonum cespitosum 25 Yes UPL Sapling - Woody plants, excluding woody vines, 3. Diodia virginiana 20 Yes FACW approximately 20 ft (6 m) or more in height and less 4. Juncus effusus 20 Yes FACW than 3 in. (7.6 cm) DBH. 5. Setaria italica 10 No FACU Shrub - Woody Plants, excluding woody vines, 6. Erigeron annuus 10 No FACU approximately 3 to 20 ft (1 to 6 m) in height. 7• Herb - All herbaceous (non -woody) plants, including 8. herbaceous vines, regardless of size, and woody 9. plants, except woody vines, less than approximately 3 ft (1 m) in height. 10. 11. Woody Vine - All woody vines, regardless of height. 50% of total cover: _ Woody Vine Stratum (Plot size: ) 1. 2. 3. 4. 5. 110 =Total Cover 55 20% of total cover: 22 =Total Cover 50% of total cover: 20% of total cover: Remarks: (Include photo numbers here or on a separate sheet.) Hydrophytic Vegetation Present? Yes X No US Army Corps of Engineers Eastern Mountains and Piedmont - Version 2.0 SOIL Sampling Point: DP-2 Profile Description: (Describe to the depth needed to document the indicator or confirm the absence of indicators.) Depth Matrix Redox Features (inches) Color (moist) % Color (moist) % Type Loc Texture Remarks 0-3 7.5YR 3/2 100 Loamy/Clayey 3-9 7.5YR 4/1 60 7.5YR 4/6 40 Loamy/Clayey 9-16 7.5YR 4/1 100 Sandy 'Type: C=Concentration, D=Depletion, RM=Reduced Matrix, MS=Masked Sand Grains. 2Location: PL=Pore Lining, M=Matrix. Hydric Soil Indicators: Indicators for Problematic Hydric Soils3: Histosol (Al) _ Polyvalue Below Surface (S8) (MLRA 147, 148) _ 2 cm Muck (A10) (MLRA 147) _Histic Epipedon (A2) _Thin Dark Surface (S9) (MLRA 147, 148) _Coast Prairie Redox (A16) Black Histic (A3) _ Loamy Mucky Mineral (F1) (MLRA 136) (MLRA 147, 148) Hydrogen Sulfide (A4) _ Loamy Gleyed Matrix (F2) —Piedmont Floodplain Soils (F19) Stratified Layers (A5) x Depleted Matrix (F3) (MLRA 136, 147) _ 2 cm Muck (A10) (LRR N) x Redox Dark Surface (F6) _ Red Parent Material (F21) Depleted Below Dark Surface (A11) x Depleted Dark Surface (F7) (outside MLRA 127, 147, 148) _ x Thick Dark Surface (Al2) Redox Depressions (F8) Shallow Dark Surface (F22) —Sandy Mucky Mineral (S1) _ _ Iron -Manganese Masses (F12) (LRR N, —Very —Other (Explain in Remarks) Gleyed Matrix (S4) MLRA 136) —Sandy —Sandy Redox (S5) _ Umbric Surface (F13) (MLRA 122, 136) 3Indicators of hydrophytic vegetation and —Stripped Matrix (S6) —Piedmont Floodplain Soils (F19) (MLRA 148) wetland hydrology must be present, Dark Surface (S7) Red Parent Material (F21) (MLRA 127, 147, 148) unless disturbed or problematic. Restrictive Layer (if observed): Type: Depth (inches): Hydric Soil Present? Yes X No Remarks: This data sheet is revised from Eastern Mountains and Piedmont Regional Supplement Version 2.0 to include the NRCS Field Indicators of Hydric Soils, Version 8.0, 2016. US Army Corps of Engineers Eastern Mountains and Piedmont - Version 2.0 1y t 4 Xl ti N. ly :.r 77 Vegetation Community at Wetland DP-2 Vegetation Community at Wetland DP-2 VMC Rockingham North Pit 2/TIAA Wetlands Sample Plot DP-2 Richmond County, NC Beaver Pond Wetland ��c7ce Ziree USIGN • P.O. Box 163 • high Shoals • NC • 28077 • (704) 240-0793 �' yr• },,�` � � .'` }.�y�``1 .. �[_r, ry � � �� •try ` , • .• �,�� ,� � y +4R_ 1. .} JW lo" .4" '-•F1y� �Ti w:R - WI Vegetation Community at Wetland DP-2 LKI N W' DP-2 018-0 Vegetation Community at Wetland DP-2 VMC Rockingham North Pit 2/TIAA Wetlands Sample Plot DP-2 Richmond County, NC Beaver Pond Wetland ��c7ce Ziree / DESIGN • P.O. Box 163 • High Shoals • NC • 28077 • (704) 240-0793 Vegetation Community at Wetland DP-2 Vegetation Community at Wetland DP-2 VMC Rockingham North Pit 2/TIAA Wetlands Sample Plot DP-2 Richmond County, NC Beaver Pond Wetland ��c7ce Ziree USIGN • P.O. Box 163 • high Shoals • NC • 28077 • (704) 240-0793 • , Lail �paq; 1 A • •S-. y�. ��,;.�Ta.t�� -� .5;,i; +�.. - +, .+I.l �11L74�f712 f'-4" 3. ��' __ �"1 ,j�' ''d[r.�^.+ydg[+?«,� ny'A�; •. v�'�v `-;�''...y, - �V•�O�I / _ PI ..•._ate ;' :i:'' . -: n' `j, Vegetation Community at Wetland DP-2 Vegetation Community at Wetland DP-2 VMC Rockingham North Pit 2/TIAA Wetlands Sample Plot DP-2 Richmond County, NC Beaver Pond Wetland ��c7ce Ziree USIGN • P.O. Box 163 • high Shoals • NC • 28077 • (704) 240-0793 Vegetation Community at Wetland DP-2 Vegetation Community at Wetland DP-2 VMC Rockingham North Pit 2/TIAA Wetlands Sample Plot DP-2 Richmond County, NC Beaver Pond Wetland ��c7ce Ziree DESIGN • P.O. Box 163 • high Shoals • NC • 28077 • (704) 240-0793 °pf,l(i NWH.A1 Vegetation Community at Wetland DP-2 Vegetation Community at Wetland DP-2 VMC Rockingham North Pit 2/TIAA Wetlands Sample Plot DP-2 Richmond County, NC Beaver Pond Wetland ��c7ce Ziree / DESIGN • P.O. Box 163 • High Shoals • NC • 28077 • (704) 240-0793 WETLAND DETERMINATION DATA SHEET — Eastern Mountains and Piedmont Region Project/Site: VMC Rockingham Quarry TIAA City/County: Richmond Sampling Date: 10-18-19 Applicant/Owner: Vulcan Materials Company State: NC Sampling Point: DP-3 Investigator(s): Craig R. Wyant RLA/SWS Section, Township, Range: Landform (hillside, terrace, etc.): hillside Local relief (concave, convex, none): convex Slope (%): 20% Subregion (LRR or MLRA): LRR P, MLRA 136 Lat: 34.9407 Long:-79.8170 Datum: Soil Map Unit Name: PaD - Pacolet Gravelly Sandy Loam, 15-35 % NWI classification: Upland Are climatic / hydrologic conditions on the site typical for this time of year? Yes x No (If no, explain in Remarks.) Are Vegetation Soil or Hydrology significantly disturbed? Are "Normal Circumstances" present? Yes X No Are Vegetation Soil or Hydrology naturally problematic? (If needed, explain any answers in Remarks.) SUMMARY OF FINDINGS — Attach site map showing sampling point locations, transects, important features, etc. Hydrophytic Vegetation Present? Yes No X Is the Sampled Area Hydric Soil Present? Yes No X within a Wetland? Yes No X Wetland Hydrology Present? Yes No X Remarks: Flag W-1.40 HYDROLOGY Wetland Hydrology Indicators: Secondary Indicators (minimum of two required) Primary Indicators (minimum of one is required: check all that apply) —Surface Soil Cracks (136) _Surface Water (Al) _True Aquatic Plants (1314) _Sparsely Vegetated Concave Surface (B8) High Water Table (A2) —Hydrogen Sulfide Odor (Cl) —Drainage Patterns (B10) —Saturation (A3) —Oxidized Rhizospheres on Living Roots (C3) —Moss Trim Lines (B16) —Water Marks (131) —Presence of Reduced Iron (C4) _ Dry -Season Water Table (C2) —Sediment Deposits (B2) —Recent Iron Reduction in Tilled Soils (C6) —Crayfish Burrows (C8) _ Drift Deposits (B3) —Thin Muck Surface (C7) —Saturation Visible on Aerial Imagery (C9) _Algal Mat or Crust (B4) _Other (Explain in Remarks) _Stunted or Stressed Plants (D1) _ Iron Deposits (B5) _ Geomorphic Position (D2) _ Inundation Visible on Aerial Imagery (B7) —Shallow Aquitard (D3) —Water-Stained Leaves (B9) _ Microtopographic Relief (D4) _Aquatic Fauna (B13) FAC-Neutral Test (D5) Field Observations: Surface Water Present? Yes No x Depth (inches): Water Table Present? Yes No x Depth (inches): Saturation Present? Yes No x Depth (inches): Wetland Hydrology Present? Yes No X (includes capillary fringe) Describe Recorded Data (stream gauge, monitoring well, aerial photos, previous inspections), if available: Remarks: US Army Corps of Engineers Eastern Mountains and Piedmont - Version 2.0 VEGETATION (Five Strata) - Use scientific names of plants. Sampling Point: DP-3 Tree Stratum (Plot size: 30' 1. Fagus grandifolia 2. Acer rubrum 3. Quercus alba 4. Pinus taeda 5. Liquidambar styraciflua 6. Cornus florida 50% of total cover: 53 Sapling Stratum (Plot size: 15' ) 1. Prunus serotina 2. Ilex opaca 3. Carpinus caroliniana 4. Fagus grandifolia 5. Carya cordiformis 6. Liquidambar styraciflua 50% of total cover: 38 Shrub Stratum (Plot size: 15' ) 1. Ilex opaca 2. 3. 4. 5. ;. 50% of total cover: 5 Herb Stratum (Plot size: 5' ) 1. Vitis rotundifolia 2. Polystichum acrostichoides 3. Quercus alba 4. 5. 6. 7. 8. 9. 10. 11. % Cover Species? Status Dominance Test worksheet: 20 Yes FACU Number of Dominant Species 20 Yes FAC That Are OBL, FACW, or FAC: 4 (A) 20 Yes FACU Total Number of Dominant 20 Yes FAC Species Across All Strata: 11 (B) 15 No FAC Percent of Dominant Species 10 No FACU That Are OBL, FACW, or FAC: 36.4% (A/B) 105 =Total Cover Prevalence Index worksheet: _ 20% of total cover: 21 Total % Cover of: Multiply by: OBL species 0 x 1 = 0 15 Yes FACU FACW species 0 x 2 = 0 15 Yes FACU FAC species 105 x 3 = 315 15 Yes FAC FACU species 155 x 4 = 620 10 No FACU UPL species 0 x 5 = 0 10 No FACU Column Totals: 260 (A) 935 (B) 10 No FAC Prevalence Index = B/A = 3.60 75 =Total Cover Hydrophytic Vegetation Indicators: 20% of total cover: 15 _ 1 - Rapid Test for Hydrophytic Vegetation _2 - Dominance Test is >50% 10 Yes FACU 3 - Prevalence Index is <-3.0' 4 - Morphological Adaptations' (Provide supporting data in Remarks or on a separate sheet) _ Problematic Hydrophytic Vegetation' (Explain) 'Indicators of hydric soil and wetland hydrology must be present, unless disturbed or problematic. Definitions of Five Vegetation Strata: 10 =Total Cover 20% of total cover: 2 Tree - Woody plants, excluding woody vines, approximately 20 ft (6 m) or more in height and 3 in. 25 Yes FAC (7.6 cm) or larger in diameter at breast height (DBH). 25 Yes FACU Sapling - Woody plants, excluding woody vines, 20 Yes FACU approximately 20 ft (6 m) or more in height and less than 3 in. (7.6 cm) DBH. Shrub - Woody Plants, excluding woody vines, approximately 3 to 20 ft (1 to 6 m) in height. Herb - All herbaceous (non -woody) plants, including herbaceous vines, regardless of size, and woody plants, except woody vines, less than approximately 3 ft (1 m) in height. Woody Vine - All woody vines, regardless of height. 70 =Total Cover 50% of total cover: 35 20% of total cover: Woody Vine Stratum (Plot size: ) 1. 2. 3. 4. 5. =Total Cover 50% of total cover: 20% of total cover: Remarks: (Include photo numbers here or on a separate sheet.) 14 Hydrophytic Vegetation Present? Yes No X US Army Corps of Engineers Eastern Mountains and Piedmont - Version 2.0 SOIL Sampling Point: DP-3 Profile Description: (Describe to the depth needed to document the indicator or confirm the absence of indicators.) Depth Matrix Redox Features (inches) Color (moist) % Color (moist) % Type Loc Texture Remarks 0-1 7.5YR 3/3 100 Loamy/Clayey 1-3 7.5YR 4/4 100 Loamy/Clayey 3-10 5YR 4/6 100 Loamy/Clayey 10-16 5YR 4/6 100 Loamy/Clayey 'Type: C=Concentration, D=Depletion, RM=Reduced Matrix, MS=Masked Sand Grains. 2Location: PL=Pore Lining, M=Matrix. Hydric Soil Indicators: Indicators for Problematic Hydric Soils3: Histosol (Al) _ Polyvalue Below Surface (S8) (MLRA 147, 148) _ 2 cm Muck (A10) (MLRA 147) _Histic Epipedon (A2) _Thin Dark Surface (S9) (MLRA 147, 148) _Coast Prairie Redox (A16) Black Histic (A3) _ Loamy Mucky Mineral (F1) (MLRA 136) (MLRA 147, 148) Hydrogen Sulfide (A4) _ Loamy Gleyed Matrix (F2) —Piedmont Floodplain Soils (F19) Stratified Layers (A5) _ Depleted Matrix (F3) (MLRA 136, 147) _ 2 cm Muck (A10) (LRR N) _ Redox Dark Surface (F6) _ Red Parent Material (F21) _ Depleted Below Dark Surface (A11) _ Depleted Dark Surface (F7) (outside MLRA 127, 147, 148) —Thick Dark Surface (Al 2) _ Redox Depressions (F8) —Very Shallow Dark Surface (F22) —Sandy Mucky Mineral (S1) _ Iron -Manganese Masses (F12) (LRR N, —Other (Explain in Remarks) Gleyed Matrix (S4) MLRA 136) —Sandy —Sandy Redox (S5) _ Umbric Surface (F13) (MLRA 122, 136) 3Indicators of hydrophytic vegetation and —Stripped Matrix (S6) —Piedmont Floodplain Soils (F19) (MLRA 148) wetland hydrology must be present, Dark Surface (S7) Red Parent Material (F21) (MLRA 127, 147, 148) unless disturbed or problematic. Restrictive Layer (if observed): Type: Depth (inches): Hydric Soil Present? Yes No X Remarks: This data sheet is revised from Eastern Mountains and Piedmont Regional Supplement Version 2.0 to include the NRCS Field Indicators of Hydric Soils, Version 8.0, 2016. US Army Corps of Engineers Eastern Mountains and Piedmont - Version 2.0 Test Pit at Upland DP-3 Soil Profile at Upland DP-3 VMC Rockingham North Pit 2/TIAA Wetlands Richmond County, NC Sample Plot DP-3 Upland ��c7ce Ziree USIGN • P.O. Box 163 • high Shoals • NC • 28077 • (704) 240-0793 !- ;'3i7� e+•�� SYS ,. ,Y N i� ,1■ w 79�y h.. �:`�.- .F��±J�i.. 3`ti ,� „Y j Aa k.4 ' 7 F - � } .f�• 1 �i� if• 1 r . w St r .. tolk ��' �j i e• 3- �, ,�'}'107, � � s" •'.�,� a''t"_ _fir Ic 11Af1 7' ' •"�` i Y E: '�� , -y1'' :T' �i ! f- .fix. 41, 054 Y a ` � I ti•v j{�J/Y{1j, ''1 1�^4- �r•. .. ,'i �111 �� I �� L.1}� ys, ' ' _ } •�• Y - 1 �,• .its. �, �i' [[Pr ! � � 4 .- rVA . 4k ILT 40 pp oA 47�1 Al WETLAND DETERMINATION DATA SHEET — Eastern Mountains and Piedmont Region Project/Site: VMC Rockingham Quarry TIAA City/County: Richmond Sampling Date: 10-21-19 Applicant/Owner: Vulcan Materials Company State: NC Sampling Point: DP-4 Investigator(s): Craig R. Wyant RLA/SWS Section, Township, Range: Landform (hillside, terrace, etc.): valley Local relief (concave, convex, none): none Slope (%): 0-2% Subregion (LRR or MLRA): LRR P, MLRA 136 Lat: 34.9407 Long:-79.8170 Datum: Soil Map Unit Name: PaD - Pacolet Gravelly Sandy Loam, 15-35 % NWI classification: Upland Are climatic / hydrologic conditions on the site typical for this time of year? Yes x No (If no, explain in Remarks.) Are Vegetation Soil or Hydrology significantly disturbed? Are "Normal Circumstances" present? Yes X No Are Vegetation Soil or Hydrology naturally problematic? (If needed, explain any answers in Remarks.) SUMMARY OF FINDINGS — Attach site map showing sampling point locations, transects, important features, etc. Hydrophytic Vegetation Present? Yes No Is the Sampled Area Hydric Soil Present? Yes No X within a Wetland? Yes No X Wetland Hydrology Present? Yes No X Remarks: Flag W-1.40 HYDROLOGY Wetland Hydrology Indicators: Secondary Indicators (minimum of two required) Primary Indicators (minimum of one is required: check all that apply) —Surface Soil Cracks (136) _Surface Water (Al) _True Aquatic Plants (1314) _Sparsely Vegetated Concave Surface (B8) High Water Table (A2) —Hydrogen Sulfide Odor (Cl) —Drainage Patterns (B10) —Saturation (A3) —Oxidized Rhizospheres on Living Roots (C3) —Moss Trim Lines (B16) —Water Marks (131) —Presence of Reduced Iron (C4) _ Dry -Season Water Table (C2) —Sediment Deposits (B2) —Recent Iron Reduction in Tilled Soils (C6) —Crayfish Burrows (C8) _ Drift Deposits (B3) —Thin Muck Surface (C7) —Saturation Visible on Aerial Imagery (C9) _Algal Mat or Crust (B4) _Other (Explain in Remarks) _Stunted or Stressed Plants (D1) _ Iron Deposits (B5) _ Geomorphic Position (D2) _ Inundation Visible on Aerial Imagery (B7) —Shallow Aquitard (D3) —Water-Stained Leaves (B9) _ Microtopographic Relief (D4) _Aquatic Fauna (B13) FAC-Neutral Test (D5) Field Observations: Surface Water Present? Yes No x Depth (inches): Water Table Present? Yes No x Depth (inches): Saturation Present? Yes No x Depth (inches): Wetland Hydrology Present? Yes No X (includes capillary fringe) Describe Recorded Data (stream gauge, monitoring well, aerial photos, previous inspections), if available: Remarks: US Army Corps of Engineers Eastern Mountains and Piedmont - Version 2.0 VEGETATION (Five Strata) - Use scientific names of plants. Sampling Point: DP-4 MUJUIUIC UUII III ICII I II IUIUCIIUI Tree Stratum (Plot size: 30' ) % Cover Species? Status Dominance Test worksheet: 1. Liquidambarstyraciflua 25 Yes FAC Number of Dominant Species 2. Pinus taeda 20 Yes FAC That Are OBL, FACW, or FAC: 6 (A) 3. Total Number of Dominant 4. Species Across All Strata: 10 (B) 5. Percent of Dominant Species 6. That Are OBL, FACW, or FAC: 60.0% (A/B) 45 =Total Cover Prevalence Index worksheet: 50% of total cover: 23 20% of total cover: 9 Total % Cover of: Multiply by: Sapling Stratum (Plot size: 15' ) OBL species 0 x 1 = 0 1. Carpinus caroliniana 15 Yes FAC FACW species 0 x 2 = 0 2. Carya ovata 15 Yes FACU FAC species 90 x 3 = 270 3. Liquidambarstyraciflua 15 Yes FAC FACU species 105 x 4 = 420 4. Ilex opaca 10 No FACU UPL species 10 x 5 = 50 5. Column Totals: 205 (A) 740 (B) 6. Prevalence Index = B/A = 3.61 55 =Total Cover Hydrophytic Vegetation Indicators: 50% of total cover: 28 20% of total cover: 11 _ 1 - Rapid Test for Hydrophytic Vegetation Shrub Stratum (Plot size: 15' ) X 2 - Dominance Test is >50% 1. Ligustrum sinense 60 Yes FACU 3 - Prevalence Index is <-3.0' 2. Nandina domestica 10 No UPL 4 - Morphological Adaptations' (Provide supporting 3 data in Remarks or on a separate sheet) 4. _ Problematic Hydrophytic Vegetation' (Explain) 5. 'Indicators of hydric soil and wetland hydrology must 6. be present, unless disturbed or problematic. Definitions of Five Vegetation Strata: 70 =Total Cover 50% of total cover: 35 20% of total cover: 14 Tree - Woody plants, excluding woody vines, Herb Stratum (Plot size: 5' ) approximately 20 ft (6 m) or more in height and 3 in. 1. Lonicera japonica 15 Yes FACU (7.6 cm) or larger in diameter at breast height (DBH). 2. Toxicodendron radicans 10 Yes FAC Sapling - Woody plants, excluding woody vines, 3. approximately 20 ft (6 m) or more in height and less 4 than 3 in. (7.6 cm) DBH. 5. Shrub - Woody Plants, excluding woody vines, g approximately 3 to 20 ft (1 to 6 m) in height. 7. Herb - All herbaceous (non -woody) plants, including 8. herbaceous vines, regardless of size, and woody g plants, except woody vines, less than approximately 10. 3 ft (1 m) in height. 11. Woody Vine - All woody vines, regardless of height. 25 =Total Cover 50% of total cover: 13 20% of total cover: 5 Woody Vine Stratum (Plot size: ) 1. Vitis rotundifolia 5 Yes FAC 2. Lonicera japonica 5 Yes FACU 3. 4. 5' Hydrophytic 10 =Total Cover Vegetation 50% of total cover: 5 20% of total cover: 2 Present? Yes X No Remarks: (Include photo numbers here or on a separate sheet.) US Army Corps of Engineers Eastern Mountains and Piedmont - Version 2.0 SOIL Sampling Point: DP-4 Profile Description: (Describe to the depth needed to document the indicator or confirm the absence of indicators.) Depth Matrix Redox Features (inches) Color (moist) % Color (moist) % Type Loc Texture Remarks 0-3 7.5YR 3/3 100 Sandy 3-10 7.5YR 4/4 100 Loamy/Clayey 10-16 7.5YR 4/4 60 7.5YR 4/3 40 Loamy/Clayey 'Type: C=Concentration, D=Depletion, RM=Reduced Matrix, MS=Masked Sand Grains. 2Location: PL=Pore Lining, M=Matrix. Hydric Soil Indicators: Indicators for Problematic Hydric Soils3: Histosol (Al) _ Polyvalue Below Surface (S8) (MLRA 147, 148) _ 2 cm Muck (A10) (MLRA 147) _Histic Epipedon (A2) _Thin Dark Surface (S9) (MLRA 147, 148) _Coast Prairie Redox (A16) Black Histic (A3) _ Loamy Mucky Mineral (F1) (MLRA 136) (MLRA 147, 148) Hydrogen Sulfide (A4) _ Loamy Gleyed Matrix (F2) —Piedmont Floodplain Soils (F19) Stratified Layers (A5) _ Depleted Matrix (F3) (MLRA 136, 147) _ 2 cm Muck (A10) (LRR N) _ Redox Dark Surface (F6) _ Red Parent Material (F21) _ Depleted Below Dark Surface (A11) _ Depleted Dark Surface (F7) (outside MLRA 127, 147, 148) —Thick Dark Surface (Al 2) _ Redox Depressions (F8) —Very Shallow Dark Surface (F22) —Sandy Mucky Mineral (S1) _ Iron -Manganese Masses (F12) (LRR N, —Other (Explain in Remarks) Gleyed Matrix (S4) MLRA 136) —Sandy —Sandy Redox (S5) _ Umbric Surface (F13) (MLRA 122, 136) 3Indicators of hydrophytic vegetation and —Stripped Matrix (S6) —Piedmont Floodplain Soils (F19) (MLRA 148) wetland hydrology must be present, Dark Surface (S7) Red Parent Material (F21) (MLRA 127, 147, 148) unless disturbed or problematic. Restrictive Layer (if observed): Type: Depth (inches): Hydric Soil Present? Yes No X Remarks: This data sheet is revised from Eastern Mountains and Piedmont Regional Supplement Version 2.0 to include the NRCS Field Indicators of Hydric Soils, Version 8.0, 2016. US Army Corps of Engineers Eastern Mountains and Piedmont - Version 2.0 m I I I;f Ji v li 51 Pr r 4%L 4 Rp! - s`` • ' • '�:�.� s"' + � . ' { �, -fir •rt i #. � y� y '.]P- `rc - :•'. 'Jy,r= � � Al - INS { � . ic�•.��.� 'rrA•' Y'� .. -3 i � a S i �k OfN n �� - '� F � �• ^• �-��g' � . '.. rr ' �,. ,�.1,1-mil : _ - ,� - -ram• �. _ -r •y:'.� I _ •r;a •//�S � � - - i Ilk + F N I xNVQ Stre aim Identification Form Version 4.11 DP-5 Date ProjectfSlte: VMC TIAA Latitude: 10-23-19 Rockingham 34.9394 Evaluator: Craig R. Wyant RLA/SWS County: Richmond I-ongitude,-79.8131 Total Points: Stream Deter (circle one) Other Simarrrisat�eaafinferrfWfeni 26.0 ephemera Intermittent Perennial e.g. Q�adJ�lame! If? In orpemnflial if? 304 A. Geomorphology (Subtotal =_ 17.0) Absent Weak Moderate Strong 1", Continuity of channel bed and bank 2. SinuosJty of channel along thaiwag 0 1 _ 1 2 _ 3 3 0 3. In -channel structure: ex. rfffle-pool. step -pool. ripple -pool sequence 0 1 3 4. PaMCle size of stream substrate 0 1 2 3 S. Activomlict floodplaln 2 3 6. Depositional bars or oenches 0 1 2 3 7- Recent alluvial deposits 0 1 2 3 B. Headcuts 0 1 3 9. Grade contmi D 0.5 1 1.5 10. Mature! valley 0 0_5 CD 1.5 o = 0 Yes = 3 11 ;second or greater order channel arllflcial dIIches are not rated; see dlscusslons In manual B. Hvdroloav (Subtotal = 4.0 12_ Presence of Beseflow ® 1 2 3 13_ Iron oxtd¢ing bacteria 0 1 .2 3 14. Deaf fitter 1.5 1 0.5 0 15. Sed1ment on plants or debris 0 5 1 1.5. 16. Organic debrJs lines ar piles 0 1 1.5 17- Soil -based evidence of high water table? No = 0 i es = C. Bioloov (Subtotal = 13.0 1 15. Fibrous roots In streambed 3 1 0 19. Rooted upland plants In stream bed 3 2 1 0 20. Macrobenthos (note dlverstty andabundanee) 1 2 3 21. Aquatic Mollusks 0 1 3 22_ Fish D 0.5 1 1.5 23_ Crayfish D 0.5 1 1 5 24. Amphibians 2.5. Algae L} r, 0.5 1 1,5 0.5 1 1.5 6_ M112rid plants in streambed FAGW = 0.76. QBL = 1.5 )ther = 0 -perennMI streams mey zIso be Identified using other methods, See p, 35 of manual, Notes: Sketch: 12' 5' 57 1 7 2' 37 No Flow No Pools Saturated Stream Substrate N I xNVQ Stre aim Identification Form Version 4.11 DP-6 Date ProjectlSlte: VMC TIAA Latitude: 10-23-19 Rockingham 34.9394 Evaluator: Craig R. Wyant RLA/SWS County: Richmond I-ongitude,-79.8131 Total Points: oStream Determination (circle one) Other !f? In r srr�ea�rrDe ererreaaf �r�lerr,�r�eerrtrlial if ? 30' 10.5 Phemera ntermlttent Perennial e.g. QLIad Name,- A. Geamorphology (Subtotal = 7.5 _] Absent Weak Moderate Strong 1", Continuity of channel bed and bank 2. SinuosJty of channel along thaiwag 0 1 2 0 1 a 3 3. In -channel structure: ex. riffle-pooJ. step -pool. ripple -pool sequence 0 O 3 4. Particle size of stream substrate G 1 2 3 S. Activomelict floodplaln 0 1 2 3 6. Depositional bars or oenches 0 1 2 3 7- Recent alluvial deposits 0 1 2 3 B. Headcuts 0 2 3 9. Grade contmi D U 1 1.5 10. Mature! valley 0 0.5 Cp 1.5 11 Second or greater order channel O = 0 Yes = 3 arilflcial ditches are not rated; see dlscusslons In manual B. Hvdroloav (Subtotal = 0.0 1 12_ Presence of Beseflow ® 1 2 3 13_ Iron oxld¢ing bacteria 0 1 .2 3 14. Deaf litter 1.5 1 0. 0 15. Sedfmerit on plants or debris 0 0,15 1 1.5. 1G_ Organic debrJs lines ar piles 0 ui 1 1.5. 1. 17- Soil -based evidence of high water table? QLO = Yes = '3 C. Bioloov (Subtotal = 3.0 1 15. Fibrous roots In streambed 3 2 1 0 19. Rooted upland plants In stream bed 3 2 1 0 20. Macrobenthos (note dlverstty andabundanee) 0 1 2 I 3 21. Aquatic Mollusks 0 1 2 3 22_ Fish D 0.5 1 1.5 23_ Crayfish D 0.5 1 1 5 24. Amphibians 25. Algae L} 0 0.5 1 1,5 0.5 1 1 1.5 6_ M112nd plants in stmambed FAGW = 0.76. OBL = 1.5 ether = 0 -perennMI streams mey zIso be Identified using other methods, See P. 35 of manual, Notes: Sketch: 2 10, No Flow 2No Pools 37 Not Saturated No Stream Substrate View of Test Pit at DP-6 VMC Rockingham North Pit 2/TIAA Wetlands Sample Plot DP-6 Richmond County, NC Upland/Ephemeral/Erosion Channel ��c7ce Ziree USIGN • P.O. K. 163 • 1 ligl, Shoals • NC • 28077 • (704) 240-0793 N I xNVQ Stre aim Identification Form Version 4.11 DP-7 Date ProjectfSlte: VMC TIAA Latitude: 10-23-19 Rockingham 34.9437 Evaluator: Craig R. Wyant RLA/SWS County: Richmond Longitude-, -79.8166 Total Points: Stream Defenninatlon (clfcle on Other Simarn is at �eaaf inferryMeni 35.5 ephemeral Intemlltte Pr3r rtlif3! e.g. Q�adNarr�e! If? In orpemnflial if? 304 A. Geomorphology (Subtotal =_ 19.0) Absent Weak Moderate Strong 1", Continuity of channel bed and bank 2. SinuosJty of channel along thaiweg C 1 2 3 0 _ 1 3. In -channel structure: ex. rfffle-pooJ. step -pool. ripple -pool sequence 0 1 O 3 4. PaMCle size of stream substrate 0 1 2 3 S. Activomlict floodplaln 0 1 2 3 6. Depositional bars or oenches 0 1 2 3 7- Recent alluvial deposits 0 1 2 1 2 3 B. Headcuts 0 3 9. Grade contmi 0 0.5 1 1.5 10. Natural valley 0 0.5 1 1.5 No = 0 < es = 11 ;second or greater order channal arllflcial ditches are not rated: see dlscusslons In manual B. Hvdroloav (Subtotal = 8.5 12_ Presence of Beseflow 0 1 ? Q 13_ Iron oxld¢ing bacteria 0 1 2 3 14. Deaf litter 1.5 1 0.5 0 15. Sedfmerit on plants or debris 0 5 1 1.5. 16. Organic debrJs lines ar piles 0 0.5 1 1.5. 17- Soil -based evidence of high water table? No = 0 es = C. Bioloov (Subtotal = 8.0 1 1B. Fibrous roots In streambed 9) 2 1 1 0 19. Rooted upland plants In stream bed 3 2 1 0 20. Macrobenthos (note dlverstty andabundmce) 0 1 2 I 3 21. Aquatic Mollusks 0 1 2 3 22_ Fish D 0.5 1 1.5 23_ Crayfish 0 1 1 5 24. Amphibians CO) 1 0.5 1 1,5 2.5. Algae 0 .5 1 1.5 6_ Welland plants in streambed FACVV = 0.76. 0 B L = 1.5 )ther = 0 -perennNI streams mey zIso be Identified using other methods, See p, 35 of manual, Notes: Sketch; 12' 3' 6' 27 \\=== 1' 3' 0"-6" water in channel NC QWQ Stream Identifiication Form Version 4.11 DP-8 Date: ProjectlSlte: VMC TIAA Latitude: 10-24-19 Rockingham 34.9401 Evaluator: Craig R. Wyant RLA/SWS County: Richmond Longitude-, -79.8114 Total Points: Stream Deterrn circle one) Other srmarrrDe nererrr�ial �f ? 3'�' eaaf ir�terr,�r�eerrt o !f? In r 27.5 Ephemeral ntermlttent arennlal e.g. QLoadName! A. Geomorphology (Subtotal =_ 13.0) Absent Weak Moderate Strong 1", Continuity of channel bed and bank 2. SinuosJty of channel along thaiweg C 1 2 3 3 0 1 3. In -channel structure: ex. rfffle-pooJ. step -pool. ripple -pool sequence 0 1 O 3 4. PaMCle size of stream substrate 0 1 3 S. Activomlict floodplaln 0 1 2 3 6. Depositiorial bars or oenches 0 1 2 3 7- Recent alluvial deposits 0 12 3 B. Headcuts 0 12 3 9. Grade contmi 0 0. 1 1.5 10. Mature! valley 0 0.5 1 .5 11 Second or greater order channal <577 0 Yes = 3 arllflcial ditches are not rated; see dlscusslons In manual B. Hvdroloav (Subtotal = 8.5 12_ Presence of Beseflow 0 1 2 Q 13_ Iron oxld¢ing bacteria 0 1 .2 3 14. Deaf litter 1.5 1 0.5 0 15. Sedfmerit on plants or debris 0 ,s 1 1.5. 1l;_ Organic debrJs lines ar piles 0 0.5 1 1.5. 17- Soil -based evidence of high water table? No = 0 es = C. Bioloov (Subtotal = 6.0 1 15. Fibrous roots In strearnbed 9) 2 1 1 0 19. Rooted upland plants In streambed 3 2 1 0 20. Macrobenthos (note dlverstty andabundanee) (7) 1 2 I 3 21. Aquatic Mollusks 0 1 3 22_ Fish 0 0.5 1 1.5 23_ Crayfish 0 0.5 1 1 5 24. Amphibians CO) 0.5 1 1.5 25. Algae Co 0.5 1 1.5 6_ M112rid plants in streambed FAGW = 0.76. OBL = 1.5 ether = 0 -perennNI streams mey zIso be Identified using other methods, See p, 35 of manual. Notes: Sketch: 4' 18' 10' 4' 3' 3' 1' 0"-4" water in channel Flauc S-3 7.9 and S-3 17.9 � 4� _��'S �i`it • - < - �'� � "ter +�. a" F �' - _ Y -` 7 � � Vi Ail Mil IL Intermittent I .. at DP-8 1 -. All •-- w 1 �yy: '�� .•ter. . -y Y.: r-� j i - ' .� - _r � or 3 y F -pia .* AN. 1. +j,. • .l't ~�� S•" ' �� ` /��„� � I Data Points DP-9 through DP-32 will be sent as a separate attachment NC Q WQ Stream Identifiication Form Version 4.11 Date: ProjectlSlte: VMC TIAA 10-25-19 Rockingham Evaluator: Craig R. Wyant RLA/SWS County: Richmond Total Points: p Stream Determination Wfcie on simarrrisat�eaaf If? In orpemnflial if? 304 �r�terrru� v,; 30.0 ephemeral InrermltteiPerertn Latitude: 34.9436 Longitude-, -79.8129 Oath e r e.g. OLlad Name, A. Geomorphology (Subtotal =_ 19.5 Absent Weak Moderate Strong 1", Continuity of channel bed and bank 2. SInuosJty of channel along thaiweg C 1 2 3 0 3. In -channel structure: ex. riffle-pooJ. step -pool. ripple -pool sequence 0 1 Q 3 4. PaMCle size of stream substrate 0 1 3 S. Activelrelict floodplaln 0 1 2 3 6. Depositional bars or oer=es 0 1 3 7_ Recent alluvial deposits 0 1 2 3 B. Headcuts 0 1 2 3 9. Grade controi 0 0.5 1 1.5 10. Natural valley 0 0.5 1 .5 11 Second or greater order channel No = 0 e = 3 arllflcial dIIches are not rated; see discussions In manual B. Hvdroloav (Subtotal = 10.5 12_ Presence of Beseflow 0 1 2 Q 13_ Iron oxtd¢ing bacteria 0 1 2 3 14. Leaf fitter 1.5 1 0.5 0 15. Sedfinerit on plants or debris 0 5 1 1.5. 16. Organic debrJs lines ar piles 0 &5 1 1.5- 17- Soil -based evidence of high water table? No = 0 es = C. Bioloov (Subtotal = 8.0 1 1B. Fibrous roots In streambed 9 2 i 1 0 19. Rooted upland plants In streambed 3 2 1 0 3 20. Macrobenthos (note dlverstty andabundanee) 1 2 21. Aquatic Mollusks 0 1 3 22_ Fish 0 U 1 23_ Crayfish D 1 -1.5 1 5 24. Amphibians 0 0. 1 1,5 25. Algae 0 0.5 1 1.5 26_ M112nd plants in streambed FACVV = 0.75; QBL = 1.5 )ther = 0 -perennNI streams mey zIso be Identified using other methods, See p, 35 of manual, Notes: Sketch; 3' WQ = 80 12' 7' fT 1' 3 0"-4" water in channel Flags S-4.20 and S-4.21 End Perennial 34.9436 -1 J.V ICJJ M A r View of Perennial RPW Stream at DP-9 Looking Upstream +'"� �; �� ti ;'• k F _ F - - _ - i— _ .'fir,; yr*, -t . y r p a ��'„-'"'�`' - � �`; �' �a:t- -' - , �.'r'. ' gut ; �� •� r • ,a - • .rrN r�. ref., �r rt .. �•' �- --.�'•�.�%}.� _.`� � �'' •�- wig+ �— i �.:.rw - -. , ' � ♦..• . i' ` •' ram' ' � ! � i l �A*� _`` Esc ` .�,' .�_, � _ .r _ - � .�: _. _+i►.:� t ��` �,t + '.�1[ya. }.•�, ...i'.• �i� .J� +r ~ ,yam- y�jy.+�.rA' ~ •A_ .✓.}r •-•i-�.-T^' - wi.I .1.J J ��7 !'r�r-` 1 J •Al.r i t. '� s�"-S_y• �n V �. �L.. ' a � ITS - •r is � 2 - y ..- � w �'b. ` •+��f` •�- A'•%big'�F�•� t` - �. 1ti rj .4 r M- • r - - �1CS .i J• : ; ?k y t r, r ` View of Perennial RPW Stream at DP-9 Looking Upstream View of Perennial RPW Stream at DP-9 Looking Downstream VMC Rockingham North Pit 2/TIAA Wetlands Sample Plot DP-9 Richmond County, NC Perennial RPW ��cne Ziree IJtYGN • P.C. K. 163 0 1 ligl, .SLA 9 NC 9 28077 0 (7("4) 240-0793 NC DWQ Stream Identifiication Form Version 4.11 DP-10 Date: 10-25-19 ProjectlSlte: VMC TIAA Rockingham Latitude: 34.9436 Evaluator: Craig R. Wyant RLA/SWS County: Richmond Longitude-, -79.8129 Total Points: Stream Deterrn circle one) Other � risa��eaaf�r�lerrru�25.0 Ephemeral nt arennlal termltten e.g. Q,oadName! If ? Inor ief}fi�$l if ? 3'�4 A. Geomorphology (Subtotal =_ 16.5 Absent Weak Moderate Strong 1a. Continuity of channel bed and bank 2. SInuosJty of channel along thaiwag C 1 2 3 3 0 1 3. In -channel structure: ex. riffle-pooJ. step -pool. ripple -pool sequence 0 1 Q 3 4. PaMCle size of stream substrate 0 1 3 S. Activelrelict floodplaln 0 1 2 3 6. Depositiorial bars or oenches 0 1 2 3 7- Recent alluvial deposits 0 1 2 3 B. Headcuts 0 1 2 3 9. Grade controi 0 0.5 10. Natural valley 0 0.5 1 .5 No = 0 Yes = 11 Second or greater order channel a arlMain I ditches are not rated; see dlscusslons In manual B. Hydrology (Subtotal = _ 4.5 ) 12_ Presence of Beseflow ® 1 2 3 13_ Iron oxld¢ing bacteria 0 1 2 3 14. Deaf litter 1.5 1 0 15. Sedfinerit on plants or debris 0 5 1 1.5. 1G_ Orgenic debrJs lines ar piles 0 0. 1 1.5. 1. 17- Soil -based evidence of high water table? No = 0 1 es = . Biology (Subtotal = 4.0 ) 18. Fibrous roots In strearnbed 3 CD 1 0 19. Rooted upland plants In stream bed 3 2 1 0 20. Macrobenthos (note dlverstty andabundanee) 1 2 3 21. Aquatic Mollusks 0 1 3 22_ Fish 0 0.5 1 1.5 23_ Crayfish 0 0.5 1 1 5 24. Amphibians CO) 0.5 1 1,5 25. Algae Co 0.5 1 1.5 6_ M112rid plants in streambed FAGW = 0.76. OBL = 1.5 )ther = 0 -perennMI streams mey zIso be Identified using other methods, See p, 35 of manual, Notes: Sketch: 9' 3' 5' 3' 3' 1 No Flow No Pools No Saturation Stream Substrate Flags S-5 5 and S-5 I M •ice � �" \"�' -__ '��+�' y' .rs7 r , � � *? _ � . �.'- •-. ��. - �'TS' . - ��: _ _ .'mil r��y Al r .•` S ._. - _. . Y., ! LAB /. �.�.4 FL "+-Cr- •�. '1� ' l �* .y ,`� �1 . • ,,;. � � . � ,'�_ .,,.,';;rys1S �t,;� �', �;�,r.`":r`�'P�; .fir.:. - � _ ,y lowi1it y J zMeo-t-, J 114 NC DWQ Stream Identifiication Form Version 4.11 DP-11 Date: 10-23-19 ProjectfSlte: VMC TIAA Rockin ham Latitude: 34.9445 Evaluator: Craig R. Wyant RLA/SWS County: Richmond Longitude-, -79.8133 Total Points: Stream Determination (circle one) Other Simarn is at �eaaf inferryMeni 16.0 Phemera ntermittent Perennial e.g. QLIadName,- If ? In or mnfl& if ? 30' A. Geamorphology (Subtotal =_ 13.5 Absent Weak Moderate Strong 1a. Continuity of channel bed and bank 2. SInuosJty of channel along thaiwag 0 2 _ 3 0 --1 1 3. In -channel structure: ex. riffle-pooJ. step -pool. ripple -pool sequence 0 0 G 3 4. Particle size of stream substrate G 1 2 3 S. Activelrelict floodplaln 0 1 2 3 6. Depositional bars or oenches U 1 2 3 7- Recent alluvial deposits 0 1 3 B. Headcuts 0 1 3 9. Grade contmi D 0.5 1 10. Natural valley 0 0.5 1 1.5 11 Second or greater order channel o = 0 Yes = a a arlMain I ditches are not rated; see dlscusslons In manual B. Hydrology (Subtotal = _ 0.5 ) 12_ Presence of Beseflow ® 1 2 3 13_ Iron oxld¢ing bacteria 0 1 .2 3 14. Deaf litter 1.5 1 0-5 0 15. Sed1ment on plants or debris 0 0.5 1 1.5. 1G_ Organic debrJs lines ar piles 0 1 1 1.5- 17- Soil -based evidence of high water table? o = Yes = '3 . Biology (Subtotal = 2.0 ) 1B. Fibrous roots In streambed 3 2 1 0 19. Rooted upland plants In stream bed 3 2 1 0 20. Macrobenthos (note dlverstty andabundanee) i 3 21. Aquatic Mollusks 0 1 3 22_ Fish D 0.5 1 1.5 23_ Crayfish D 0.5 1 1 5 24. Amphibians 25. Algae L} r, 0.5 1 1.5 0.5 1 1.5 6_ M112nd plants in streambed FAGW = 0.76. OBL = 1.5 ether = 0 -perennMI streams mey zIso be Identified using other methods, See p, 35 of manual. Notes: Sketch: 4 11' No Flow 4 No Pools 2' Not Saturated No Stream Substrate E '-x). 31�' 1� VMC Rockingham North Pit 2/TIAA Wetlands Richmond County, NC ��cne Ziree / DESIGN • P.O. E— Test Pit in Bed of DP- I Sample Plot DP-11 Upland/Ephemeral/Erosion Channel 163 0 1 i9l, 0 NC 0 28077 0 (7("4) 240-0793 WETLAND DETERMINATION DATA SHEET - Eastern Mountains and Piedmont Region Project/Site: VMC Rockingham Quarry TIAA City/County: Richmond Sampling Date: 10-25-19 Applicant/Owner: Vulcan Materials Company State: NC Sampling Point: DP-12 Investigator(s): Craig R. Wyant RLA/SWS Section, Township, Range: Landform (hillside, terrace, etc.): valley Local relief (concave, convex, none): none Slope (%): 8-15% Subregion (LRR or MLRA): LRR P, MLRA 136 Lat: 34.9345 Long:-79.8128 Datum: Soil Map Unit Name: AcC - Ailey Loamy Sand, 8-15 % NWI classification: Upland Are climatic / hydrologic conditions on the site typical for this time of year? Yes x No (If no, explain in Remarks.) Are Vegetation Soil or Hydrology significantly disturbed? Are "Normal Circumstances" present? Yes X No Are Vegetation Soil or Hydrology naturally problematic? (If needed, explain any answers in Remarks.) SUMMARY OF FINDINGS - Attach site map showing sampling point locations, transects, important features, etc. Hydrophytic Vegetation Present? Yes No X Is the Sampled Area Hydric Soil Present? Yes No X within a Wetland? Yes No X Wetland Hydrology Present? Yes No X Remarks: Flag W-1.40 HYDROLOGY Wetland Hydrology Indicators: Secondary Indicators (minimum of two required) Primary Indicators (minimum of one is required: check all that apply) —Surface Soil Cracks (136) _Surface Water (Al) _True Aquatic Plants (1314) _Sparsely Vegetated Concave Surface (B8) High Water Table (A2) —Hydrogen Sulfide Odor (Cl) —Drainage Patterns (B10) —Saturation (A3) —Oxidized Rhizospheres on Living Roots (C3) —Moss Trim Lines (B16) —Water Marks (B1) —Presence of Reduced Iron (C4) _ Dry -Season Water Table (C2) —Sediment Deposits (B2) —Recent Iron Reduction in Tilled Soils (C6) —Crayfish Burrows (C8) _ Drift Deposits (B3) —Thin Muck Surface (C7) —Saturation Visible on Aerial Imagery (C9) _Algal Mat or Crust (B4) _Other (Explain in Remarks) _Stunted or Stressed Plants (D1) _ Iron Deposits (B5) _ Geomorphic Position (D2) _ Inundation Visible on Aerial Imagery (B7) —Shallow Aquitard (D3) —Water-Stained Leaves (B9) _ Microtopographic Relief (D4) _Aquatic Fauna (1313) FAC-Neutral Test (D5) Field Observations: Surface Water Present? Yes No x Depth (inches): Water Table Present? Yes No x Depth (inches): Saturation Present? Yes No x Depth (inches): Wetland Hydrology Present? Yes No X (includes capillary fringe) Describe Recorded Data (stream gauge, monitoring well, aerial photos, previous inspections), if available: Remarks: US Army Corps of Engineers Eastern Mountains and Piedmont - Version 2.0 VEGETATION (Five Strata) - Use scientific names of plants. Sampling Point: DP-12 Tree Stratum (Plot size: 30' ) % Cover Species? Status Dominance Test worksheet: 1. Liriodendron tulipifera 25 Yes FACU Number of Dominant Species 2. Pinus taeda 20 Yes FAC That Are OBL, FACW, or FAC: 6 (A) 3. Liquidambarstyraciflua 15 Yes FAC Total Number of Dominant 4. Quercus velutina 15 Yes UPL Species Across All Strata: 16 (B) 5. Prunus serotina 15 Yes FACU Percent of Dominant Species 6. Quercus alba 15 Yes FACU That Are OBL, FACW, or FAC: 37.5% (A/B) 105 =Total Cover Prevalence Index worksheet: 50% of total cover: 53 20% of total cover: 21 Total % Cover of: Multiply by: Sapling Stratum (Plot size: 15' ) OBL species 0 x 1 = 0 1. Liquidambarstyraciflua 20 Yes FAC FACW species 0 x 2 = 0 2. Quercus alba 20 Yes FACU FAC species 100 x 3 = 300 3. Juniperus virginiana 10 Yes FACU FACU species 160 x 4 = 640 4. UPL species 15 x 5 = 75 5. Column Totals: 275 (A) 1015 (B) 6. Prevalence Index = B/A = 3.69 50 =Total Cover Hydrophytic Vegetation Indicators: 50% of total cover: 25 20% of total cover: 10 _ 1 - Rapid Test for Hydrophytic Vegetation Shrub Stratum (Plot size: 15' ) _ 2 - Dominance Test is >50% 1. Liqustrum sinense 30 Yes FACU 3 - Prevalence Index is <-3.0' 2. Rubus arqutus 10 Yes FACU 4 - Morphological Adaptations' (Provide supporting 3. Smilax rotundifolia 10 Yes FAC data in Remarks or on a separate sheet) 4. _ Problematic Hydrophytic Vegetation' (Explain) 5• 'Indicators of hydric soil and wetland hydrology must 6. be present, unless disturbed or problematic. Definitions of Five Vegetation Strata: 50 =Total Cover 50% of total cover: 25 20% of total cover: 10 Tree - Woody plants, excluding woody vines, Herb Stratum (Plot size: 5' ) approximately 20 ft (6 m) or more in height and 3 in. 1. Lonicerajaponica 20 Yes FACU (7.6 cm) or larger in diameter at breast height (DBH). 2. Toxicodendron radicans 10 No FAC Sapling - Woody plants, excluding woody vines, 3. Vitis rotundifolia 20 Yes FAC approximately 20 ft (6 m) or more in height and less 4. Rubus arqutus 10 No FACU than 3 in. (7.6 cm) DBH. 5. Shrub - Woody Plants, excluding woody vines, g approximately 3 to 20 ft (1 to 6 m) in height. 7 Herb - All herbaceous (non -woody) plants, including 8. herbaceous vines, regardless of size, and woody g plants, except woody vines, less than approximately 10. 3 ft (1 m) in height. 11. Woody Vine - All woody vines, regardless of height. 60 =Total Cover 50% of total cover: 30 20% of total cover: 12 Woody Vine Stratum (Plot size: ) 1. Vitis rotundifolia 5 Yes FAC 2. Lonicera japonica 5 Yes FACU 3. 4. 5' Hydrophytic 10 =Total Cover Vegetation 50% of total cover: 5 20% of total cover: 2 Present? Yes No X Remarks: (Include photo numbers here or on a separate sheet.) US Army Corps of Engineers Eastern Mountains and Piedmont - Version 2.0 SOIL Sampling Point: DP-12 Profile Description: (Describe to the depth needed to document the indicator or confirm the absence of indicators.) Depth Matrix Redox Features (inches) Color (moist) % Color (moist) % Type Loc Texture Remarks 0-3 7.5YR 3/2 100 Sandy 3-10 7.5YR 4/4 100 Sandy 10-16 7.5YR 4/6 100 Sandy 'Type: C=Concentration, D=Depletion, RM=Reduced Matrix, MS=Masked Sand Grains. 2Location: PL=Pore Lining, M=Matrix. Hydric Soil Indicators: Indicators for Problematic Hydric SoilS3: Histosol (Al) _ Polyvalue Below Surface (S8) (MLRA 147, 148) _ 2 cm Muck (A10) (MLRA 147) _Histic Epipedon (A2) _Thin Dark Surface (S9) (MLRA 147, 148) _Coast Prairie Redox (A16) Black Histic (A3) _ Loamy Mucky Mineral (F1) (MLRA 136) (MLRA 147, 148) Hydrogen Sulfide (A4) _ Loamy Gleyed Matrix (F2) —Piedmont Floodplain Soils (F19) Stratified Layers (A5) _ Depleted Matrix (F3) (MLRA 136, 147) _ 2 cm Muck (A10) (LRR N) _ Redox Dark Surface (F6) _ Red Parent Material (F21) Depleted Below Dark Surface (A11) _ Depleted Dark Surface (F7) (outside MLRA 127, 147, 148) —Thick Dark Surface (Al 2) _ Redox Depressions (F8) —Very Shallow Dark Surface (F22) —Sandy Mucky Mineral (S1) _ Iron -Manganese Masses (F12) (LRR N, —Other (Explain in Remarks) Gleyed Matrix (S4) MLRA 136) —Sandy —Sandy Redox (S5) _ Umbric Surface (F13) (MLRA 122, 136) 3Indicators of hydrophytic vegetation and —Stripped Matrix (S6) —Piedmont Floodplain Soils (F19) (MLRA 148) wetland hydrology must be present, Dark Surface (S7) Red Parent Material (F21) (MLRA 127, 147, 148) unless disturbed or problematic. Restrictive Layer (if observed): Type: Depth (inches): Hydric Soil Present? Yes No X Remarks: This data sheet is revised from Eastern Mountains and Piedmont Regional Supplement Version 2.0 to include the NRCS Field Indicators of Hydric Soils, Version 8.0, 2016. US Army Corps of Engineers Eastern Mountains and Piedmont - Version 2.0 Test Pit at Upland DP-12 Soil Profile at Upland DP-12 VMC Rockingham North Pit 2/TIAA Wetlands Richmond County, NC Sample Plot DP-12 Upland ��cne Ziree / DESIGN • P.O. K. 163 • 1 Ii96 Shoals • NC • 28077 • (7("4) 240-0793 *. �.1%' :r[ �j • ` +�,y f � r Ohl . j, 1��a �s � . �•� r �'1 i . ' ; � 1 `-`L`-. .-.ter _ { •_ , VN _ a�• Vegetation Community at Upland DP-12 Vegetation Community at Upland DP-12 VMC Rockingham North Pit 2/TIAA Wetlands Sample Plot DP-12 Richmond County, NC Upland ��cne Ziree / DESIGN • P.O. Fix 163 • 1 Ii96 Shoals • NC • 28077 • (7("4) 240-0793 • i. , .. .. - 71 Vegetation Community at Upland DP-12 Vegetation Community at Upland DP-12 VMC Rockingham North Pit 2/TIAA Wetlands Sample Plot DP-12 Richmond County, NC Upland ��cne Ziree / DESIGN • P.O. Box 163 • 1 Ii96 Shoals • NC • 28077 • (704) 240-0793 NC DWQ Stream Identifiication Form Version 4.11 DP-13 Date: 10-28-19 ProjectlSlte: VMC TIAA Rockin ham Latitude: 34.9445 Evaluator: Craig R. Wyant RLA/SWS County: Richmond Longitude-, -79.8133 Total Points: Stream Men on (clr le one) Other srr�ea�rreaaf � pe r�terr,�r�eerrt 19.5 o ff? �� r ief}fi�$l �f ? 3'�' Ephemeral of Itten erennfal e.g. QLoadName! A. Geomorphology (Subtotal =_ 12.0 Absent Weak Moderate Strong 1a. Continuity of channel bed and bank 2. SInuosJty of channel along thaiwag 0 2 0 --1 1 Cp 3 3. In -channel structure: ex. riffle-pooJ. step -pool. ripple -pool sequence 0 O 2 3 4. Panicle size of stream substrate G 1 2 3 S. Activelmelict floodplaln 0 1 2 3 6. Depositiorial bars or oer=es D CD 2 3 7- Recent alluvial deposits 0 1 2 3 B. Headcuts 0 1 2 3 9. Grade controi 0 0.5 1 1.5 10. Natural valley 0 0.5 1 1.5 No = 0 es = , 11 Second or greater order channel a arilflcial ditches are not rated; see dlscusslons In manual B. H dr010gy �Subtotal = _ 4.5 ) 12_ Presence of Beseflow ® 1 2 3 13_ Iron oxld¢ing bacteria 0 1 2 3 14. Deaf litter 1.5 1 0 15. Sedfinerit on plants or ctebris 0 .s 1 1.5. 1 G_ Organic debrJs lines ar pllas 0 0. +, 1 1.5. 1. 17- Soil -based evidence of high water table? No = 0 1 es = . Biology (Subtotal = 3.0 ) 18. Fibrous roots In streambed 3 2 1 0 19. Rooted upland plants In streambed 3 2 1 0 20. Macrobenthos (note dlverstty andabundanee) 0 1 2 I 3 21. Aquatic Mollusks 0 1 2 3 22_ Fish D 0.5 1 1.5 23_ Crayfish D 0.5 1 1 5 24. Amphibians 25. Algae L} 0 0.5 1 1.5 0.5 1 1 1.5 26_ M112nd plants in stmeambed FAGW = 0.76. OBL = 1.5 ether = 0 -perennMI streams mey zIso be Identified using other methods, See p, 35 of manual. Notes: Sketch: 10' 2' 7' No Flow No Pools 2 ° Saturated Bed No Stream Substrate Intermittent Non-RPW End S-5 @ S-5.35 34.9444-79.8105 4 14 .l - . W-7 .-I' View of Intermittent Non-RPW Stream at DP-13 Looking Downstream - - - - 4--w. View of Test Pit in Bed of Intermittent Non-RPW Stream at DP-13 VMC Rockingham North Pit 2/TIAA Wetlands Sample Plot DP-13 Richmond County, NC Intermittent Non-RPW ��c7ce Ziree USIGN • P.O. Box 163 • high Shoals • NC • 28077 • (704) 240-0793 NC DWQ Stream Identifiication Form Version 4.11 DP-14 Date: 10-28-19 ProjectfSlte: VMC TIAA Rockin ham Latitude: 34.9444 Evaluator: Craig R. Wyant RLA/SWS County: Richmond Longitude,-79.8104 Total Points: mination (circle one) Other simarnisat�eaafinferminerr 8.5 If? In or mnfl& if ? 304 termlttent Perennial dSF e.g. Q,IadJuame! A. Geamorphology (Subtotal = 5.0 1 Absent Weak Moderate Strong 1a. Continuity of channel bed and bank 2. SInuosJty of channel along thaiwag 0 1 2 G _ 1 2 3 3. In -channel structure: ex. riffle-pooJ. step -pool. ripple -pool sequence 0 1 3 4. Panicle size of stream substrate 0 1 2 3 S. Activelmelict floodplaln 0 1 2 3 6. Depositional bars or oer=es U) 1 2 3 7- Recent alluvial deposits 0 1 2 3 B. Headcuts 0 1 2 3 9. Grade controi 0 s 1 1.5 10. Natural valley 0 .5 1 1.5 11 Second or greater order channel o = 0 Yes = a a arilflcial ditches are not rated; see dlscusslons In manual B. H dr010gy5Subtotal = _ 0.5 ) 12_ Presence of Beseflow ® 1 2 3 13_ Iron oxld¢ing bacteria 0 1 .2 3 14. Deaf litter 1.5 1 0.5 0 15. Sedfinerit on plants or ctebris 0 0.5 1 1.5. 1 G_ Organic debrJs lines ar pllas 0 1 1.5. 1. 17- Soil -based evidence of high water table? o = 1 Yes = '3 . Biology (Subtotal = 3.0 ) 15. Fibrous roots In streambed 3 2 1 0 19. Rooted upland plants In stream bed 3 2 1 0 20. Macrobenthos (note dlverstty andabundance) 0 1 2 I 3 21. Aquatic Mollusks 0 1 2 3 22_ Fish D 0.5 1 1.5 23_ Crayfish D 0.5 1 1 5 24. Amphibians 25. Algae L} 0 0.5 1 1.5 0.5 1 1 1.5 6_ M112nd plants in stmeambed FAGW = 0.76. OBL = 1.5 ether = 0 -perennMI streams mey zIso be Identified using other methods, See p, 35 of manual. Notes: Sketch: 10' 2 3' Upland Straight 2 No Flow No Pools Not Saturated No Stream Substrate 0. IA -71 16 2 co _ •� i Y r ' lA. M -7-j. K ' • `� Fzn"', 1 f �.- �! � r .�:-�.►� "i, -.r►�' fir+ T. VMC Rockingham North Pit 2/TIAA Wetlands Richmond County, NC Test Pit in Bed of DP-14 Sample Plot DP-14 Upland/Ephemeral/Erosion Channel Lax 163 28077 • (704) 240-0793 WETLAND DETERMINATION DATA SHEET - Eastern Mountains and Piedmont Region Project/Site: VMC Rockingham Quarry TIAA City/County: Richmond Sampling Date: 10-28-19 Applicant/Owner: Vulcan Materials Company State: NC Sampling Point: DP-15 Investigator(s): Craig R. Wyant RLA/SWS Section, Township, Range: Landform (hillside, terrace, etc.): valley Local relief (concave, convex, none): none Slope (%): 8-15% Subregion (LRR or MLRA): LRR P, MLRA 136 Lat: 34.9443 Long:-79.8095 Datum: Soil Map Unit Name: AcC - Ailey Loamy Sand, 8-15 % NWI classification: Upland Are climatic / hydrologic conditions on the site typical for this time of year? Yes x No (If no, explain in Remarks.) Are Vegetation Soil or Hydrology significantly disturbed? Are "Normal Circumstances" present? Yes X No Are Vegetation Soil or Hydrology naturally problematic? (If needed, explain any answers in Remarks.) SUMMARY OF FINDINGS - Attach site map showing sampling point locations, transects, important features, etc. Hydrophytic Vegetation Present? Yes No X Is the Sampled Area Hydric Soil Present? Yes No X within a Wetland? Yes No X Wetland Hydrology Present? Yes No X Remarks: Flag W-1.40 HYDROLOGY Wetland Hydrology Indicators: Secondary Indicators (minimum of two required) Primary Indicators (minimum of one is required: check all that apply) —Surface Soil Cracks (136) _Surface Water (Al) _True Aquatic Plants (1314) _Sparsely Vegetated Concave Surface (B8) High Water Table (A2) —Hydrogen Sulfide Odor (Cl) —Drainage Patterns (B10) —Saturation (A3) —Oxidized Rhizospheres on Living Roots (C3) —Moss Trim Lines (B16) —Water Marks (131) —Presence of Reduced Iron (C4) _ Dry -Season Water Table (C2) —Sediment Deposits (B2) —Recent Iron Reduction in Tilled Soils (C6) —Crayfish Burrows (C8) _ Drift Deposits (B3) —Thin Muck Surface (C7) —Saturation Visible on Aerial Imagery (C9) _Algal Mat or Crust (B4) _Other (Explain in Remarks) _Stunted or Stressed Plants (D1) _ Iron Deposits (B5) _ Geomorphic Position (D2) _ Inundation Visible on Aerial Imagery (B7) —Shallow Aquitard (D3) —Water-Stained Leaves (B9) _ Microtopographic Relief (D4) _Aquatic Fauna (1313) FAC-Neutral Test (D5) Field Observations: Surface Water Present? Yes No x Depth (inches): Water Table Present? Yes No x Depth (inches): Saturation Present? Yes No x Depth (inches): Wetland Hydrology Present? Yes No X (includes capillary fringe) Describe Recorded Data (stream gauge, monitoring well, aerial photos, previous inspections), if available: Remarks: US Army Corps of Engineers Eastern Mountains and Piedmont - Version 2.0 VEGETATION (Five Strata) - Use scientific names of plants. Sampling Point: DP-15 Tree Stratum (Plot size: 30' ) 1. Liriodendron tulipifera 2. Liquidambar styraciflua 3. flex opaca 4. Quercus velutina 5. Quercus nigra 6. Quercus alba 50% of total cover: 45 Sapling Stratum (Plot size: 15' ) 1. flex opaca 2. Oxydendrum arboreum 3. Liquidambar styraciflua 4. Quercus alba 5. Quercus phellos 6. Quercus nigra 50% of total cover: 45 Shrub Stratum (Plot size: 15' ) 1. flex opaca 2. Smilax rotundifolia 3. 4. 5. 6. % Cover Species? 20 Yes 20 Yes 15 Yes 10 No 10 No 15 Yes 90 =Total Cover 20% of total cover: 25 Yes 15 Yes 15 Yes 15 Yes 10 No 10 No 90 =Total Cover 20% of total cover: 25 Yes 15 Yes 40 =Total Cover 50% of total cover: 20 20% of total cover: Status FACU FAC FACU UPL FAC FACU 18 FACU UPL FAC FACU FAC FAC 18 FACU FAC 8 Herb Stratum (Plot size: 5' ) 1. Lonicerajaponica 25 Yes FACU 2. Lonicera sempervirens 15 Yes FACU 3. Vitis rotundifolia 15 Yes FAC 4. Smilax rotundifolia 10 No FAC 5. 6. 7. 8. 9. 10. If 50% of total cover: 33 Woody Vine Stratum (Plot size: ) 1. Vitis rotundifolia 2. 3. 4. 5. 65 =Total Cover 20% of total cover: 13 5 Yes FAC 5 =Total Cover 50% of total cover: 3 20% of total cover: 1 Remarks: (Include photo numbers here or on a separate sheet.) Dominance Test worksheet: Number of Dominant Species That Are OBL, FACW, or FAC: 5 (A) Total Number of Dominant Species Across All Strata: 14 (B) Percent of Dominant Species That Are OBL, FACW, or FAC: 35.7% (A/B) Prevalence Index worksheet: Total % Cover of: Multiply by: OBL species 0 x 1 = 0 FACW species 0 x 2 = 0 FAC species 110 x 3 = 330 FACU species 155 x 4 = 620 UPL species 25 x 5 = 125 Column Totals: 290 (A) 1075 (B) Prevalence Index = B/A = 3.71 Hyaropnyuc vegetation maicators: 1 - Rapid Test for Hydrophytic Vegetation _ 2 - Dominance Test is >50% _3- Prevalence Index is <-3.0' _4 - Morphological Adaptations' (Provide supporting data in Remarks or on a separate sheet) _ Problematic Hydrophytic Vegetation' (Explain) 'Indicators of hydric soil and wetland hydrology must be present, unless disturbed or problematic. Definitions of Five Vegetation Strata: Tree - Woody plants, excluding woody vines, approximately 20 ft (6 m) or more in height and 3 in. (7.6 cm) or larger in diameter at breast height (DBH) Sapling - Woody plants, excluding woody vines, approximately 20 ft (6 m) or more in height and less than 3 in. (7.6 cm) DBH. Shrub - Woody Plants, excluding woody vines, approximately 3 to 20 ft (1 to 6 m) in height. Herb - All herbaceous (non -woody) plants, including herbaceous vines, regardless of size, and woody plants, except woody vines, less than approximately 3 ft (1 m) in height. Woody Vine - All woody vines, regardless of height. Hydrophytic Vegetation Present? Yes No X US Army Corps of Engineers Eastern Mountains and Piedmont - Version 2.0 SOIL Sampling Point: DP-15 Profile Description: (Describe to the depth needed to document the indicator or confirm the absence of indicators.) Depth Matrix Redox Features (inches) Color (moist) % Color (moist) % Type Loc Texture Remarks 0-1 10YR 3/2 100 Sandy 1-3 10YR 4/3 100 Sandy 3-10 2.5Y 4/4 100 Sandy 10-16 10YR 4/4 'Type: C=Concentration, D=Depletion, RM=Reduced Matrix, MS=Masked Sand Grains. 2Location: PL=Pore Lining, M=Matrix. Hydric Soil Indicators: Indicators for Problematic Hydric SoilS3: Histosol (Al) _ Polyvalue Below Surface (S8) (MLRA 147, 148) _ 2 cm Muck (A10) (MLRA 147) _Histic Epipedon (A2) _Thin Dark Surface (S9) (MLRA 147, 148) _Coast Prairie Redox (A16) Black Histic (A3) _ Loamy Mucky Mineral (F1) (MLRA 136) (MLRA 147, 148) Hydrogen Sulfide (A4) _ Loamy Gleyed Matrix (F2) —Piedmont Floodplain Soils (F19) Stratified Layers (A5) _ Depleted Matrix (F3) (MLRA 136, 147) _ 2 cm Muck (A10) (LRR N) _ Redox Dark Surface (F6) _ Red Parent Material (F21) Depleted Below Dark Surface (A11) _ Depleted Dark Surface (F7) (outside MLRA 127, 147, 148) —Thick Dark Surface (Al 2) _ Redox Depressions (F8) —Very Shallow Dark Surface (F22) —Sandy Mucky Mineral (S1) _ Iron -Manganese Masses (F12) (LRR N, —Other (Explain in Remarks) Gleyed Matrix (S4) MLRA 136) —Sandy —Sandy Redox (S5) _ Umbric Surface (F13) (MLRA 122, 136) 3Indicators of hydrophytic vegetation and —Stripped Matrix (S6) —Piedmont Floodplain Soils (F19) (MLRA 148) wetland hydrology must be present, Dark Surface (S7) Red Parent Material (F21) (MLRA 127, 147, 148) unless disturbed or problematic. Restrictive Layer (if observed): Type: Depth (inches): Hydric Soil Present? Yes No X Remarks: This data sheet is revised from Eastern Mountains and Piedmont Regional Supplement Version 2.0 to include the NRCS Field Indicators of Hydric Soils, Version 8.0, 2016. US Army Corps of Engineers Eastern Mountains and Piedmont - Version 2.0 Test Pit at Upland DP-15 Soil Profile at Upland DP-15 VMC Rockingham North Pit 2/TIAA Wetlands Richmond County, NC ��cne Ziree / DESIGN • P.O. K. 163 '* Id Sample Plot DP-15 Upland • Higl, .SLA • NO • 28077 0 (704) 240-0793 W_ << + , l. '+,"— - iw ;. yr �ak Le Ate-• . dh— *. Y AIN Fie 4 WL .04 f -lam � •£-rr.a�~ �� -� K� - -- � 5 ± � .4 •�`�. .. _ M�6 �. fir`'... 'M1 .. a •. ' 3_. y � '. - - � wow;. �-.. -; - F••. }•- ._ -- S,. 1• �K. r.yy AR IL - _ - • :ti.._ - - - - ty" .'alp � - � _ ` �F.t _ •A mob'• �i �* �-�3� . � � � �' -T- NT r rRC:;`.' r • i ? _ �, alb", - II ate__ r 00 Ve !yam •'_._ ��=r-+... R r'V, r Vegetationity at Upland DP- f .` � ��+ 1 [,y i• ._ �1 ,�.' S �ISPrrY-i�, f -_ .l• 'r:7^' �� r s ■•. ■4i 1Y `t' voo jo r � + ..� •Ifl i,,.�r '.y;i fir. .4 F - ••_ J'n is +•'�.� 1 ' yam• ,� "',�.' • •+'--'•Ir'. s� • x� �y a�.1• `.�r1 k ti'.. .. T • 4 '' ; df 7 i r _-ow IL.r_ r4 '�i 4r. �f � ..�� _ .a ��•r- .fir .. rR. r. -cam - �".,M.l�' A.. I r .-Y - tip, �• Pel IN Iq +j. .•� 1 I � Y .S' r '• 1 " i NC Q WQ Stream Identifiication Form Version 4.11 DP-16 Date: ProjectlSlte: VMC TIAA 10-28-19 Rockingham Evaluator: Craig R. Wyant RLA/SWS County: Richmond Total Points: Stream Determination Wfcie on simarrrisat�eaa �r�lerrru� v,; 39.0 ephemeral InrermltteiPerertn If? In orpemnflial if? 304 Latitude: 34.9463 Longitude-, -79.8130 Oath e r e.g. OLlad Name, - A. Geomorphology (Subtotal =_ 21.5 Absent Weak Moderate Strong 1", Continuity of channel bed and bank 2. SInuosJty of channel along thaiwag C 1 _ 2 1 _ 3 0 3. In -channel structure: ex. riffle-pooJ. step -pool. ripple -pool sequence 0 1 O 3 4. PaMCle size of stream substrate 0 1 3 S. Activelrelict floodplaln Co 1 2 3 6. Depositional bars or oer=es 0 1 M 3 7_ Recent alluvial deposits 0 1 2 3 B. Headcuts 0 1 3 9. Grade controi 0 0.5 1 1.5 10. Natural valley 0 0.5 1 .5 11 Second or greater order channel No = 0 e = 3 arllflcial ditches are not rated; see dlscusslons In manual B. Hvdrolouv (Subtotal = 9.5 12_ Presence of Beseflow 0 1 2 Q 13_ Iron oxld¢ing bacteria 0 1 .2 3 14. Leaf litter 1.5 1 0.!5 0 15. Sedfinerit on plants or debris 0 G 1 1.5. 1G_ Organic debrJs lines ar piles 0 0.5 1 I.S. 1. 77- Soil -based evidence of high water table? No = 0 es = C. Bioloov (Subtotal = 8.0 1 1B. Fibrous roots In streambed 3 CD 1 1 0 19. Rooted upland plants In stream bed 3 2 1 0 20. Macrobenthos (note dlversfty andabundanee) 0 1 2 3 21. Aquatic Mollusks 0 1 2 3 22_ Fish 0 1 1.5 23_ Crayfish 0 1 1 5 4. Amphibians 0 0. 1 1.5 1.5 25. Algae 0 1 0.5 1 6_ M112nd plants in streambed FACVV = 0.75; QBL = 1.5 ether = 0 -perennNI streams mey zIso be Identified using other methods, See p, 35 of manual. Notes: Sketch: 12' 2' 8' Flags S-6.10 and S-6.110 6 3' 1' Flow Pools Stream Substrate Flags S-6.15' Confluence 34.9436 -1 J.V ICJJ od fiF4W yi 1 it �S ' •� � ~ ~_• .. 'f r h 1� # 1 + ay .- •-4.4Y.�-` :r, J fj .fir. r � �� •t r• y / r ��l r� , "`'r•-:"�/.I�r .:- a ��! (�' '/'• • � r . +ice{ _ _�y 1. �_�.111� ' i•-.• 30. el ' INC- - ice' � ` �-' "'�.` 1� �' • ��"• y` . 7� L .'vim _. +r✓^.� � f � • _ $q`.Mj 4 �'" 1 �� y- �• ✓.' TI•. -. •r F jam. r 1 yr. �: ." ��,� •i.-`• _`rl '. � ,+ � �`'� ,,� .� :. �� %' tires•-• !�' , � `\. j � 1 .• i. ,�'t;k 7. f `;-� ,, r1. ry {t V mi Awl y' NC Q WQ Stream Identifiication Form Version 4.11 DP-17 Date: ProjectlSlte: VMC TIAA Latitude: 10-29-19 Rockin ham 34.9477 Evaluator: Craig R. Wyant RLA/SWS County: Richmond Longitude-, -79.8115 Total Points: Stream aeterrn clrcle one) Other srmarrrDe nererrr�ial if ? 3'�' termltten eaaf o !f? �� r 20.0 Ephemeral nt arennlal e.g. OLoadName, A. Geomorphology (Subtotal =_ 12.0 Absent Weak Moderate Strong 1", Continuity of channel bed and bank 2. SinuosJty of channel along thaiweg C 1 2 3 3 0 1 3. In -channel structure: ex. riffle-pooJ. step -pool. ripple -pool sequence 0 1 Q 3 4. Panicle size of stream substrate 0 1 2 3 S. Activelrelict floodplaln 0 1 2 3 6. Depositiorial bars or oenches 0 1 2 3 7- Recent alluvial deposits 0 1 2 3 B. Headcuts 0 QD 2 3 9. Grade contfoi 0 0.5 1 1.5 10. Natural valley 0 0.5 1 1.5 <afE> Yes = 3 11 Second or greater order channel arllflcial ditches are not rated; see dlscusslons In manual B. Hvdroloav (Subtotal = 4.5 12_ Presence of Beseflow ® 1 2 3 13_ Iron oxld¢ing bacteria 0 1 2 3 14. Deaf litter 1.5 1 0.!5 15. Sedfinerit on plants or ctebris 0.5 1 1 1.5 16. Organic debrJs lines ar piles 0 0. 1 1.5 17- Soil -based evidence of high water table? No = 0 es = C. Bioloov (Subtotal = 3.5 1 15. Fibrous roots In streambed 3 2 1 0 19. Rooted upland plants In streambed 3 2 1 0 20. Macrobenthos (note dlverstty andabundanee) 1 2 I 3 21. Aquatic Mollusks 0 1 2 3 22_ Fish 0 0.5 1 1.5 23_ Crayfish 0 0.5 1 1 5 24. Amphibians Cp 0.5 1 1.5 25. Algae 0 co- 1.5 6_ M112nd plants in streambed FACVV = 0.76. 0 B L = 1. 5<rFther = 0 -perennMI streams mey zIso be Identified using other methods, See p, 35 of manual. Notes: S ketch � 11 ' 2' Intermittent Non-RPW 7' End S-7.18 and S-7.118 P.L. No Flow 2' Pools Saturation Stream Substrate Flags S-5 5 and S-5 1 M View of Intermittent Non-RPW Stream at DP-17 Looking Upstream View of Intermittent Non-RPW Stream at DP-17 Looking Downstream VMC Rockingham North Pit 2/TIAA Wetlands Sample Plot DP-17 Richmond County, NC Intermittent Non-RPW ��c7ce Z iree / 11,YGN • P.O. K. 163 0 1 ligk Sk-1, 0 NC 0 28077 0 (704) 240-0793 Ap .N,.�.= �� "�,, •,�� f , err. °� •;�.,;�,' �'+r�d f14;.Stie•�-;.�`� �''f �, p�+yr ,t.�:� ,_ � -,r, ~ 4y ,n 41 All View of Intermittent Non-RPW Stream at DP- 17 Looking Upstream =�1` � r�.- ... ry.Y � ~{. ! L ri•F1 �Yv�i; ..-J '� ��,,,yYYY'''f tir• .�.L i �.� � - k '�..ice!' "'• -. � �-� _ - Y�r - -..•fix:.' �� _ � ,f ` - 1� �,. •.• � 'ate S� � - � �.' r9 � /. ,�• ��Y - y f F i q�t. �7., r' _ 6 3A 11i(_' I NVQ Stream Identifiication Form Version 4.11 Date- 11-4-19 I ProjectlSlte: Evaluator: Craig R. Wyant RLA/SWS Total Points: srmarn is at �eaaf infem n? 2 7.5 If? 19 ornererr I& if?r M4 County: Richmond Stream Deterrn clrcle one) Ephemeral nter 111ent arennlal Latitude: 34.9471 Longitude-, -79.8137 Oath e r e.g. OLlad Name, DP-18 A. Geomorphology (Subtotal =_ 17.5 Absent Weak Moderate Strong 1", Continuity of channel bed and bank 2. SInuosJty of channel along thaiweg C 1 2 3 3 0 1 3. In -channel structure: ex. riffle-pooJ. step -pool. ripple -pool sequence 0 1 Q 3 4. PaMCle size of stream substrate 0 1 3 S. Activelrelict floodplaln 0 1 2 3 6. Depositiorial bars or Denches 0 1 2 3 7- Recent alluvial deposits 0 1 2 3 B. Headcuts 0 1 2 3 9. Grade controi D 0.5 CD 1.5 10. Natural valley 0 0.5 1 .5 N0 = 0 Yes = 11 Second or greater order channel arllflcial ditches are not rated; see dlscusslons In manual B. Hvdrolouv (Subtotal = 6.0 12_ Presence of Beseflow ® 1 2 3 13_ Iron oxld¢ing bacteria 0 1 2 3 14. Deaf litter 1.5 1 0 15. Sed1ment on plants or debris 0 ,5 1 1.5. 16. Organic debrJs lines ar piles 0 0.5 1 1.5. 17- Soil -based evidence of high water table? No = 0 es = C. Bioloov (Subtotal = 4.0 1 1B. Fibrous roots In strearnbed 3 2 1 0 19. Rooted upland plants In stream bed 3 2 1 0 20. Macrobenthos (note dlverstty andabundanee) 1 2 3 21. Aquatic Mollusks 0 1 2 3 22_ Fish D 0.5 1 1.5 23_ Crayfish 0 1 1 5 24. Amphibians CO) 0.5 1 1.5 25. Algae 0 0.5 1 1.5 6_ M112rid plants in streambed FACVV = 0.76'. QBL = 1.5 }ther = 0 -perennMI streams mey zIso be Identified using other methods, See p, 35 of manual. Notes: Sketch: 10' 4' 6' Intermittent RPW S-8.3 3' 5' 1 ° No Flow Pools Saturation Stream Substrate Flags S-5 5 and S-5 1 M View of Intermittent RPW Stream at DP-18 Looking Upstream View of Intermittent RPW Stream at DP-18 Looking Downstream VMC Rockingham North Pit 2/TIAA Wetlands Sample Plot DP-18 Richmond County, NC Intermittent RPW ��c7ce Ziree USIGN • P.O. Box 163 • high Shoals • NC • 28077 • (704) 240-0793 View of Intermittent RPW Stream at DP-18 Looking Upstream View of Intermittent RPW Stream at DP-18 Looking Downstream VMC Rockingham North Pit 2/TIAA Wetlands Sample Plot DP-18 Richmond County, NC Intermittent RPW �c7ce Zirce DESIGN • P.O. Box 163 • high Shoals • NC • 28077 • (704) 240-0793 11i(_' I NVQ Stream Identifiication Form Version 4.11 Date- 11-4-19 I ProjectlSlte: Evaluator: Craig R. Wyant RLA/SWS Total Points: srrearn is at �eaaf infem n? 2 3.5 If? 19 ornererr I& if?r M4 County: Richmond Stream Deterrn clrcle one) Ephemeral nter 111ent arennlal Latitude: 34.9470 Longitude;-79.8128 Oath e r e.g. OLlad Name, DP-19 A. Geomorphology (Subtotal =_ 16.5 Absent Weak Moderate Strong 1", Continuity of channel bed and bank 2. SInuosJty of channel along thaiwag C 1 2 3 3 0 1 3. In -channel structure: ex. riffle-pooJ. step -pool. ripple -pool sequence 0 1 Q 3 4. Panicle size of stream substrate 0 1 2 3 S. Activelrelict floodplaln 0 1 2 3 6. Depositional bars or Denches 0 1 2 3 7- Recent alluvial deposits 0 1 3 B. Headcuts 0 1 3 9. Grade contfoi 0 0.5 CD 1.5 10. Natural valley 0 0.5 1 do = 0 Yes = 3 11 SeCond or greater order channal arllflcial ditches are not rated; see dlscusslons In manual B. Hvdrolouv (Subtotal = 4.0 12_ Presence of Beseflow ® 1 2 3 13_ Iron oxld¢ing bacteria 0) 1 2 3 14. Deaf litter 1.5 1 n 0 15. Sedfinerit on plants or ctebris 0 G.5 1 1.5. 1 G_ Organic debrJs lines ar piles 0 0. 1 1.5. 1. 17- Soil -based evidence of high water table? No = 0 C. Bioloov (Subtotal = 3.0 1 15. Fibrous roots In streambed 3 2 1 0 19. Rooted upland plants In stream bed 3 2 1 0 20. Macrobenthos (note dlverstty andabundanee) 0) 1 2 I 3 21. Aquatic Mollusks 0 1 2 3 22_ Fish 0 0.5 1 1.5 23_ Crayfish 0 0.5 1 1 5 24. Amphibians 0 0.5 1 1.5 2.5. Algae Cop 0.5 1 1.5 26_ M112rid plants in streambed FAGW = 0.76. OBL = 1.5 }ther = 0 -perennMI streams mey zIso be Identified using other methods, See p, 35 of manual. Notes: Sketch: 11' 2' Intermittent Non-RPW 7' No Flow 2' Pools Saturation OHWM Flaps S-9 16 View of Intermittent Non-RPW Stream at DP-19 Looking Upstream View of Intermittent Non-RPW Stream at DP-19 Looking Downstream VMC Rockingham North Pit 2/TIAA Wetlands Sample Plot DP-19 Richmond County, NC Intermittent Non-RPW ��cne Ziree 11,YGN • P.C. Box 163 0 1 ligl, .Sko.1, 0 NC 0 28077 0 (704) 240-0793 View of Intermittent Non-RPW Stream at DP-19 Looking Upstream View of Intermittent Non-RPW Stream at DP-19 Looking Downstream VMC Rockingham North Pit 2/TIAA Wetlands Sample Plot DP-19 Richmond County, NC Intermittent Non-RPW ��cne Ziree DESIGN • P.O. Box 163 • 1 Ii96 Y-1, • NC • 28077 • (7('14) 240-0793 View of Bed of Intermittent Non-RPW Stream at DP-19 View of Bed of Intermittent Non-RPW Stream at DP-19 VMC Rockingham North Pit 2/TIAA Wetlands Sample Plot DP-19 Richmond County, NC Intermittent Non-RPW ��cne Ziree LLYGN • P.C. Box 163 0 1 ligl, .Sko.1, 0 NC 0 28077 0 (704) 240-0793