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Home My WebLink About20180785 Ver 1_HipBoneCreek_100059_MY3_2023_20240227 MY03 MONITORING REPORT Hip Bone Creek Restoration Site Chatham County Cape Fear River Basin - 3030003 DMS Project #100059 DMS Contract #7528 DMS RFP #16-007331 USACE AID #: SAW 2018-01160 DWR #: 2018-0785 Monitoring Data Collected: 2023 Prepared for: NC Department of Environmental Quality Division of Mitigation Services 1652 Mail Service Center Raleigh, NC 27699 Hip Bone Creek Restoration Site KCI Associates of NC, PA DMS Project #100059 MY-03 Monitoring Report Monitoring and Design Firm Prepared by: KCI Associates of North Carolina, PA 4505 Falls of Neuse Road Suite 400 Raleigh, NC 27609 (919) 783-9214 Project Contact: Adam Spiller Email: adam.spiller@kci.com KCI ASSOCIATES OF N ORTH C AROLINA, P.A. www.kci.com Employee-Owned Since 1988 MEMORANDUM Date: February 26, 2024 To: Jeremiah Dow, DMS Project Manager From: Adam Spiller, Project Manager KCI Associates of North Carolina, PA Subject: MY-02 Monitoring Report Comments Hip Bone Creek DMS#100059, Contract 007528 Cape Fear River Basin CU 03040101 Chatham County, North Carolina Please find below our responses in italics to the MY-03 Monitoring Report comments from NCDMS received on February 9, 2024, for the Hip Bone Creek Restoration Site. 1. On the CCPV, recommend changing the wetland re-establishment color from red to a different, contrasting color. If a veg plot or GW gauge fail to meet success, it would be very difficult to see. KCI Response: This change has been made. 2. Please include the invasive treatment area on Table 5 since it appears to exceed the 0.1 acre minimum mapping threshold. KCI Response: This change has been made. 3. Appendix C a. Recommend removing BHR from pool cross section plots and geomorphology tables. KCI Response: This change has been made b. Please verify that the dark blue bankfull lines on the plots are based on MY0 cross sectional area and not MY0 bankfull elevation. KCI Response: That is correct, the dark blue line represents the bankfull based on baseline cross-sectional area. c. Cross section 13 – please check the bankfull & LTOB lines on the graph. The location of the lines appears suspect and the reported change from a LTOB cross sectional area of 3 ft2 to 1.1 ft2 is questionable since the plot does not indicate aggradation to that degree. KCI Response: The error with this cross section has been corrected and the morphology tables have been updated accordingly. 4. For Table 13, recommend color coding the text or cells red and blue to match the CCPV based on meeting success or not (see the MY2 final report). This makes it much easier to quickly assess trends over the course of monitoring. KCI Response: This change has been made. 5. Table 14 – please add a “3” to current monitoring year row so it reads “Year 3 Monitoring.” KCI Response: This error has been corrected. E NGINEERS  S CIENTISTS  S URVEYORS  C ONSTRUCTION M ANAGERS 4505 Falls of Neuse Road Suite 400 Raleigh, NC 27609 (919) 783-9214 (919) 783-9266 Fax KCI ASSOCIATES OF N ORTH C AROLINA, P.A. www.kci.com Employee-Owned Since 1988 6. DMS was informed at the site visit that there was a minor encroachment where some cattle were observed in the easement last spring. Please briefly describe the encroachment and corrective actions taken in the report. KCI Response: A section about the encroachment has been added to the report. Please contact me if you have any questions or would like clarification concerning these responses. Sincerely, Adam Spiller Project Manager Hip Bone Creek Restoration Site KCI Associates of NC, PA DMS Project #100059 MY-03 Monitoring Report TABLE OF CONTENTS Project Summary ........................................................................................................................................... 1 Table 1. Project Mitigation Quantities and Credits ....................................................................................... 1 Current Conditions Planview ........................................................................................................................ 2 Table 2. Goals, Performance, and Results .................................................................................................... 5 Table 3. Project Attributes Table .................................................................................................................. 6 Monitoring Results ........................................................................................................................................ 7 References ..................................................................................................................................................... 8 Appendix A – Visual Assessment Data Table 4. Visual Stream Stability Assesment ............................................................................................... 10 Table 5. Visual Vegetation Assessment ...................................................................................................... 11 Photo Reference Points ............................................................................................................................... 12 Vegetation Plot Photos ................................................................................................................................ 16 Appendix B – Vegetation Plot Data Table 6. Vegetation Performance Standards Summary Table .................................................................... 22 Table 7. Vegetation Plot Data ..................................................................................................................... 23 Appendix C – Stream Geomorphology Data Cross-section Plots ...................................................................................................................................... 27 Table 8. Baseline Stream Data Summary ................................................................................................... 43 Table 9. Cross-section Morphology Monitoring Summary ........................................................................ 44 Appendix D – Hydrologic Data 30th/70th Percentile Graph............................................................................................................................ 48 Table 10. Rainfall Summary ....................................................................................................................... 49 Table 11. Overbank Events ......................................................................................................................... 49 Table 12. Stream Flow Success Criteria Attainment .................................................................................. 49 Table 13. Wetland Hydrology Criteria Attainment ..................................................................................... 49 Surface Water Hydrographs ........................................................................................................................ 50 Stream Flow Hydrographs .......................................................................................................................... 52 Wetland Hydrographs ................................................................................................................................. 54 Appendix E – Project Timeline and Contact Info Table 14. Project Activity and Reporting History ...................................................................................... 63 Table 15. Project Contacts .......................................................................................................................... 64 Hip Bone Creek Restoration Site KCI Associates of NC, PA DMS Project #100059 1 MY-03 Monitoring Report PROJECT SUMMARY The Hip Bone Creek Restoration Site (HBCRS) is a full delivery project for the North Carolina Division of Mitigation Services (DMS). The site restored and enhanced a total of 4,026 linear feet of stream and 6.023 acres of riparian wetland. The HBCRS is a riparian system in the Cape Fear River Basin (03030003 8-digit cataloging unit) in Chatham County, North Carolina. The site’s natural hydrologic regime had been substantially modified by relocation and straightening, impacts from cattle, installation of field ditches, and other anthropogenic impacts. This site restored impacted agricultural lands to a stable stream and wetland ecosystem with a functional riparian buffer, floodplain access, and riparian wetlands. Project planting and construction were completed in April 2021 and the monitoring components were installed in May 2021. Table 1. Hip Bone Creek Restoration Site (ID-100059) Project Mitigation Quantities and Credits Project Segment Original Mitigation Plan Ft/Ac As- Built Ft/ Ac Original Mitigation Category Original Restoration Level Original Mitigation Ratio (X:1) Credits Comments Stream T1 Reach 1 780 745 Warm R 1.00000 750.000 30' exception STA 13+12 to 13+42 T1 Reach 2 906 890 Warm R 1.00000 906.000 T1 Reach 3 269 208 Warm R 1.00000 209.000 60' exception STA 27+77 to 28+37 T1 Reach 4 295 295 Warm EII 2.50000 118.000 T1 Reach 5 452 447 Warm R 1.00000 452.000 T3 Reach 1 310 280 Warm EII 2.50000 112.000 30' exception STA 301+57 to 301+87 T3 Reach 2 591 590 Warm EII 2.50000 236.400 T3 Reach 3 573 545 Warm R 1.00000 543.000 30' exception STA 317+98 to 318+28 Total: 3,326.400 Wetland Riparian Enhancement 1.495 1.473 R E 2.50000 0.598 Riparian Re-establishment 3.040 3.04 R REE 1.00000 3.040 Riparian Rehabilitation 1.488 1.471 R RH 1.50000 0.992 Total: 4.630 Project Credits Restoration Level Stream Riparian Wetland Non-Riparian Wetland Coastal Marsh Warm Cool Cold Restoration 2,860.000 Re-establishment 3.040 Rehabilitation 0.992 Enhancement 0.598 Enhancement I Enhancement II 466.400 Creation Preservation Total 3,326.400 4.630 !F ! F !F !F !F !F !F !F !F ! F z|E z|E z|E z|E z|E z|Ez|E z|E ! ! !( !( ( ( T1 Reach 1 T1 Reach 2 T1 Reach 3 T3 Reach 3 T1 Reach 4 T1 Reach 5 T3 Reach 2 T3 Reach 1 T2 Reach 1 Page 2 Page 1 1 5 9 3 7 4 8 6 2 10 R2 R7 R6 R8 R3 R5 R4 R1 Source: Esri, Maxar, Earthstar Geographics, and the GIS User Community Project Easement (18.68 acres) Invasive Treatment (2023) Stream Mitigat ion Restor ation Enhancement II No Credit Riparian Wetland Mitigation Re-establishment Rehabilitation Enhancement !F Photo Points Cross-sections !(Bankfull Gauge !Flow Gauge (Flow Camera Wet land Gauges z|E Successful z|E Not Successful Vegetation Plots Success, Diversity >320 stems/ acre, 4 species >320 stems/ acre, <4 species <320 stems/ acre, 4 species <320 stems/ acre, <4 species ±0 400200Fe et CURRE NT CON DITIONS P LANVIE W PAG EHIP BONE CREEK RESTORATION SITECHATHAM COUNTY, NC Image Source: Esri, Maxar, Earthstar Geographics, USDA FSA, USGS, Aerogrid, IGN, IGP, and theGIS User Community !F ! F !F !F !F !F z|E z|E z|E z|E z|E ! ! ( ( T1 Reach 1 T1 Reach 2 T3 Reach 2 T3 Reach 1 T2 Reach 1 18+00 17+00 16+00 15+00 14+00 13+00 12+00 11+00 10+00 315 +00 3 1 4 +0 0 313+00 312+00 3 1 1 +0 0 3 1 0 +0 0 3 0 9 +0 0 3 0 8 +0 0 307+00 306+00 3 0 5 +0 0 304+00 303+00 3 0 2 +0 0 3 0 1 +0 0 300+00 PP3 WM7 WM6 WM2 WM1 XS1 X S 4 PP8 PP7 PP1 1 7 8 6 2 10 R2 R7 R6R3 R1 XS3 X S 2 PP9 PP3 PP2 Source: Esri, Maxar, Earthstar Geographics, and the GIS User Community Project Easement (18.68 acres) Invasive Treatment (2023) Stream Mitigat ion Restor ation Enhancement II No Credit Riparian Wetland Mitigation Re-establishment Rehabilitation Enhancement !F Photo Points Cross-sections !(Bankfull Gauge !Flow Gauge (Flow Camera Wet land Gauges z|E Successful z|E Not Successful Vegetation Plots >320 stems/ acre, 4 species >320 stems/ acre, <4 species <320 stems/ acre, 4 species <320 stems/ acre, <4 species ±0 200100Fe et CURRE NT CON DITIONS P LANVIE W PAG EHIP BONE CREEK RESTORATION SITECHATHAM COUNTY, NC Image Source: Esri, Maxar, Earthstar Geographics, USDA FSA, USGS, Aerogrid, IGN, IGP, and theGIS User Community !F !F !F !F !F ! F z|E z|E z|E z|E z|E !( !( T1 Reach 2 T1 Reach 3 T3 Reach 3 T1 Reach 4 T1 Reach 5 T3 Reach 2 T2 Reach 1 37+00 3 6 + 0 0 3 5 + 0 0 34+00 3 3 + 0 032+00 31+00 3 0 + 0 0 2 9 + 0 028 + 00 2 7 + 0 0 26+00 24+00 23+00 2 2 +0 0 2 1 +0 0 20+00 1 9 +0 0 18+00 17+00 16+00 15+00 25+00 322+00 321+00320+00 319 +00 3 1 8 +0 0 317+00 3 1 6 +0 0 315 +00 3 1 4 +0 0 313+00 312+00 PP3 PP10 WM5 WM8 WM7 WM3 WM4 X S 1 1 X S 9 X S 4 X S 1 5 5 9 3 4 8 R6 R8 R3 R5 R4 X S 5 XS3 X S 1 2 XS7 XS6 XS8 XS16 X S 1 0 X S 1 3 X S 1 4 PP6 PP5 PP4 PP9 PP3 PP10 Source: Esri, Maxar, Earthstar Geographics, and the GIS User Community Project Easement (18.68 acres) Invasive Treatment (2023) Stream Mitigat ion Restor ation Enhancement II No Credit Riparian Wetland Mitigation Re-establishment Rehabilitation Enhancement !F Photo Points Cross-sections !(Bankfull Gauge !Flow Gauge (Flow Camera Wet land Gauges z|E Successful z|E Not Successful Vegetation Plots >320 stems/ acre, 4 species >320 stems/ acre, <4 species <320 stems/ acre, 4 species <320 stems/ acre, <4 species ±0 200100Fe et CURRE NT CON DITIONS P LANVIE W PAG EHIP BONE CREEK RESTORATION SITECHATHAM COUNTY, NC Image Source: Esri, Maxar, Earthstar Geographics, USDA FSA, USGS, Aerogrid, IGN, IGP, and theGIS User Community Hip Bone Creek Restoration Site KCI Associates of NC, PA DMS Project #100059 5 MY-03 Monitoring Report Table 2. Hip Bone Creek Restoration Site (ID-100059) Goals, Performance and Results Goal Objective/Treatment Likely Functional Uplift Performance Criteria Measurement Cumulative Monitoring Results Restore a channelized stream to a meandering C-type channel with a floodplain -Relocate channelized streams to historic landscape positions Dispersion of high flows on the floodplain, increase in biogeochemical cycling within the system, and recharging of riparian wetlands. BHR<1.2, ER>2.2, and no change >10% in BHR or ER between monitoring events; 4 bankfull events; continuous flow for at least 30 days each year 16 cross-section surveys, 4 pressure transducer stream gauges (measuring bankfull events on T1-5 and T3-3 and stream flow on T1- 1 and T3-1), annual visual inspection All 16 XS have BHR<1.2 and ER>2.2; 10 BKF event in 2023; T1- 1 flow for 231 consecutive days, T3-1 flow for 317 consecutive days -Install a bankfull-sized channel cross-section - Install bedform diversity with pools, riffles, and habitat strucures Buffer and reduce sediment impacts to the project stream Demarcate the project easement boundaries and fence out livestock Reduction in sediment, nutrient, and fecal coliform inputs to. Fence intact around entire easement, adequate signage present around easement boundary Annual visual inspection Fencing installation completed 10/4/21, fence and signs are in good condition Restore a forested riparian community Plant the site with native trees and shrubs and a herbaceous seed mix Reduction in floodplain sediment inputs from runoff, increased bank stability, increased LWD and organic material in streams. Survival rate of 320 stems per acre at MY3, 260 planted stems per acre at MY5, and 210 stems per acre at MY7; at least 4 native hardwood species in each plot 18 vegetation plots All veg plots >320 stems/acre; 17 veg plots >4 native hardwood species Restore a wetland hydroperiod to drained and/or livestock- impacted land Reconnect streams to floodplain; redevelop wetland microtopography to slow the flow of surface and subsurface drainage Increase in wetland hydroperiod and biogeochemical cycling within the system, decrease in sediment and nutrient inputs to streams. Continuous saturation within 12" of the soil surface for 12% of the growing season (26 days) 8 pressure transducer gauges 7/8 gauges >12% continuous saturation in 2023 Hip Bone Creek Restoration Site KCI Associates of NC, PA DMS Project #100059 6 MY-03 Monitoring Report Table 3. Hip Bone Creek Restoration Site (ID-100059) Project Attribute Table Project Name Hip Bone Creek Restoration Site County Chatham County Project Area (acres) 18.68 Project Coordinates (latitude and longitude decimal degrees) 35.6804 N, -79.4018 W Project Watershed Summary Information Physiographic Province Piedmont River Basin Cape Fear USGS Hydrologic Unit 8-digit 3030003 DWR Sub-basin 03-06-12 Project Drainage Area (acres) 158 Project Drainage Area Percentage of Impervious Area 1% Land Use Classification Pasture/Farmland (85%), Forest (9%), Open Water (5%), and Rural Development (1%) Reach Summary Information Parameters Reach 1 Reach 3 Pre-project length (feet) 2,439 1,403 Post-project (feet) 2,702 1,474 Valley confinement (Confined, moderately confined, unconfined) Unconfined Unconfined Drainage area (acres) 158 43 Perennial, Intermittent, Ephemeral Intermittent Intermittent NCDWR Water Quality Classification C C Dominant Stream Classification (existing) G4 G4 Dominant Stream Classification (proposed) C4/C4b C4 Dominant Evolutionary class (Simon) if applicable Channelized, Stage III Channelized, Stage III Wetland Summary Information Parameters WA and WE WB, WC, WD, WF, and WG Pre-project (acres) 2.52 0.99 Post-project (acres) 2.78 2.67 Wetland Type (non-riparian, riparian) Riparian Riparian Mapped Soil Series Georgeville Chewacla/Wehadkee Soil Hydric Status Non-hydric Hydric Regulatory Considerations Parameters Applicable? Resolved? Supporting Docs? Water of the United States - Section 404 Yes Yes SAW-2018-01160 Water of the United States - Section 401 Yes Yes DWR# 18-0785 Endangered Species Act Yes Yes USFWS Historic Preservation Act No N/A NCSHPO Coastal Zone Management Act (CZMA or CAMA) No N/A N/A Essential Fisheries Habitat No N/A N/A Hip Bone Creek Restoration Site KCI Associates of NC, PA DMS Project #100059 7 MY-03 Monitoring Report MONITORING RESULTS The third year of vegetation monitoring was conducted June 14, 2023. During the site’s third growing season all 18 vegetation monitoring plots achieved the success criteria of 320 stems/acre and only one plot (Plot 7F, 3 species) had less than 4 woody species. Across all of the plots the site average 949 planted stems/acre. Areas of Chinese privet growing in and around the wetland enhancement areas along T1 and T3 were treated on June 19, 2023. Treatment consisted of cutting down living stems and spraying the stumps with herbicide. This was the second treatment of invasive species within the site, and as of December 8, 2023, no large stems of Chinese privet were noted within the site. KCI will continue to monitor the site for invasive species and will treat them as needed. Overall the site is well vegetated with many planted and volunteer woody stems throughout the easement and a robust and diverse herbaceous layer. The MY03 cross-section survey was completed on July 17, 2023. The MY03 survey found that the stream was functioning as designed with no problem areas identified. All 16 cross-sections had bank height ratios less than 1.2 and entrenchment ratios greater than 2.2. Based on the WETS table for Siler City 2 N Station in Siler City, NC, the growing season for the site extends from April 2 until November 5 (218 days). The daily rainfall data was obtained from an on-site rain gauge. In 2023, the months of January, February, March, July, August, September, October and November experienced average rainfall. May experienced below average rainfall while April and June recorded above average rainfall. Overall the site experienced average rainfall during 2023. During the site’s third growing season, 7 of the 8 gauges achieved the success criteria of 12% continuous saturation (26 days). The gauge that did not achieve the success criteria (Gauge 2) has not achieved the success criteria in any of the monitoring years so far. This gauge is located near the fringe of the wetlands around T2 and although it has not achieved the success criteria, it has had greater than 5% continuous saturation in all three monitoring years. KCI does not believe that the failure of this gauge to achieve the success criteria is indicative of a larger issue with the site, but is rather the natural variability that exists in any natural system, especially around the fringes of that system. KCI is planning on installing a supplemental wetland gauge in the vicinity of Gauge 2 before the start of the 2024 growing season. Both of the stream flow gauges recorded greater than 30 consecutive days of flow. This data was further backed up by the flow cameras which also both showed greater than 30 consecutive days of flow despite being obscured by vegetation for a large portion of the summer. Five bankfull events were recorded on T1 and 10 bankfull events were recorded on T3 in 2023. On June 19, 2023, while KCI was on site for the invasive treatment, it was noted that several cows had entered the easement through an open gate on the northern side of the upstream crossing on T1. The landowner was immediately notified, and he arrived on site and removed the cows from the easement shortly after. The area that the cows had access to was assessed for damage but there was no evidence that they had significantly impacted the vegetation or the project streams. The site boundaries were inspected on December 8, 2023 and no issues were noted. All of the fencing is intact around the boundary and there were no signs of encroachment into the easement. Hip Bone Creek Restoration Site KCI Associates of NC, PA DMS Project #100059 8 MY-03 Monitoring Report REFERENCES NCDENR, Ecosystem Enhancement Program. 2009. Cape Fear River Basin Restoration Priorities 2009. Raleigh, NC. https://files.nc.gov/ncdeq/Mitigation%20Services/Watershed_Planning/Cape_Fear_Riv er_Basin/RBRP%20CapeFear%202009%20Revised%20032013.pdf NCDEQ, Division of Mitigation Services. June 2017. “As-built Baseline Monitoring Report Format, Data and Content Requirement.” https://files.nc.gov/ncdeq/Mitigation%20Services/Document%20Management%20Libra ry/Guidance%20and%20Template%20Documents/6_AB_Baseline__Rep_Templ_June %202017.pdf NCIRT. October 24, 2016. “Wilmington District Stream and Wetland Compensatory Mitigation Update.” https://saw-reg.usace.army.mil/PN/2016/Wilmington-District-Mitigation- Update.pdf USACE, Sprecher, S. W.; Warne, A. G. 2000. “Accessing and Using Meteorological Data to Evaluate Wetland Hydrology.” https://ntrl.ntis.gov/NTRL/dashboard/searchResults/titleDetail/ADA378910.xhtml USACE, Deters, J. C. 2021. “Antecedent Precipitation Tool.” https://github.com/jDeters- USACE/Antecedent-Precipitation-Tool/releases/tag/v1.0.19 Hip Bone Creek Restoration Site KCI Associates of NC, PA DMS Project #100059 9 MY-03 Monitoring Report APPENDIX A Visual Assessment Data Hip Bone Creek Restoration Site KCI Associates of NC, PA DMS Project #100059 10 MY-03 Monitoring Report Table 4. Hip Bone Creek Resotration Site (ID-100059) Visual Stream Stability Assessment Reach T1 Assessed Stream Length 2702 Assessed Bank Length 5404 Assessment Date: 12/8/2023 Bank Surface Scour/Bare Bank Bank lacking vegetative cover resulting simply from poor growth and/or surface scour 0100% Toe Erosion Bank toe eroding to the extent that bank failure appears likely. Does NOT include undercuts that are modest, appear sustainable and are providing habitat. 0100% Bank Failure Fluvial and geotechnical - rotational, slumping, calving, or collapse 0 100% 0100% Structure Grade Control Grade control structures exhibiting maintenance of grade across the sill. 16 16 100% Bank Protection Bank erosion within the structures extent of influence does not exceed 15%. (See guidance for this table in DMS monitoring guidance document) 16 16 100% Reach T3 Assessed Stream Length 1,474 Assessed Bank Length 2,948 Assessment Date: 12/8/2023 Bank Surface Scour/Bare Bank Bank lacking vegetative cover resulting simply from poor growth and/or surface scour 0100% Toe Erosion Bank toe eroding to the extent that bank failure appears likely. Does NOT include undercuts that are modest, appear sustainable and are providing habitat. 0100% Bank Failure Fluvial and geotechnical - rotational, slumping, calving, or collapse 0 100% 0100% Structure Grade Control Grade control structures exhibiting maintenance of grade across the sill. 7 7 100% Bank Protection Bank erosion within the structures extent of influence does not exceed 15%. (See guidance for this table in DMS monitoring guidance document) 7 7 100% Number Stable, Performing as Intended Total Number in As-built Amount of Unstable Footage % Stable, Performing as Intended Major Channel Category Metric Number Stable, Performing as Intended Total Number in As-built Amount of Unstable Footage % Stable, Performing as Intended Totals Totals Major Channel Category Metric Hip Bone Creek Restoration Site KCI Associates of NC, PA DMS Project #100059 11 MY-03 Monitoring Report Table 5. Hip Bone Creek Restoration Site (ID-100059) Visual Vegetation Assessment Planted acreage 17.4 Assessment Date:12/8/2023 Bare Areas Very limited cover of both woody and herbaceous material.0.10 acres 0.00 0.0% Low Stem Density Areas Woody stem densities clearly below target levels based on current MY stem count criteria.0.10acres 0.00 0.0% 0.00 0.0% Areas of Poor Growth Rates Planted areas where average height is not meeting current MY Performance Standard.0.10 acres 0.00 0.0% 0.00 0.0% Easement Acreage 18.7 Assessment Date:12/8/2023 Invasive Areas of Concern Invasives may occur outside of planted areas and within the easement and will therefore be calculated against the total easement acreage. Include species with the potential to directly outcompete native, young, woody stems in the short-term or community structure for existing communities. Species included in summation above should be identified in report summary. 0.10 acres 0.00 0.0% Easement Encroachment Areas Encroachment may be point, line, or polygon. Encroachment to be mapped consists of any violation of restrictions specified in the conservation easement. Common encroachments are mowing, cattle access, vehicular access. Encroachment has no threshold value as will need to be addressed regardless of impact area. none Invasvie Treatment Area Area where invasive species have been treated with mechanical cutting and/or herbicide spraying.0.10 acres1.62 8.6% Vegetation Category Definitions Mapping Threshold Combined Acreage % of Planted Acreage Total 0 Cumulative Total Vegetation Category Definitions Mapping Threshold Combined Acreage % of Easement Acreage Hip Bone Creek Restoration Site KCI Associates of NC, PA DMS Project #100059 12 MY-03 Monitoring Report Photo Reference Photos PP1 – MY-00 – 5/24/21 PP1 – MY-03 – 12/8/23 PP2 – MY-00 – 5/24/21 PP2 – MY-03 – 12/8/23 PP3 – MY-00 – 5/24/21 PP3 – MY-03 – 12/8/23 Hip Bone Creek Restoration Site KCI Associates of NC, PA DMS Project #100059 13 MY-03 Monitoring Report PP4 – MY-00 – 5/24/21 PP4 – MY-03 – 12/8/23 PP5 – MY-00 – 5/24/21 PP5 – MY-03 – 12/8/23 PP6 – MY-00 – 5/24/21 PP6 – MY-03 – 12/8/23 Hip Bone Creek Restoration Site KCI Associates of NC, PA DMS Project #100059 14 MY-03 Monitoring Report PP7 – MY-00 – 5/24/21 PP7 – MY-03 – 12/8/23 PP8 – MY-00 – 5/24/21 PP8 – MY-03 – 12/8/23 PP9 – MY-00 – 5/24/21 PP9 – MY-03 – 12/8/23 Hip Bone Creek Restoration Site KCI Associates of NC, PA DMS Project #100059 15 MY-03 Monitoring Report PP10 – MY-00 – 5/24/21 PP10 – MY-03 – 12/8/23 Hip Bone Creek Restoration Site KCI Associates of NC, PA DMS Project #100059 16 MY-03 Monitoring Report Vegetation Monitoring Plot Photos Vegetation Plot 1 – MY-00 – 5/14/21 Vegetation Plot 1 – MY-03 – 6/15/23 Vegetation Plot 2 – MY-00 – 5/13/21 Vegetation Plot 2 – MY-03 – 6/15/23 Vegetation Plot 3 – MY-00 – 5/13/21 Vegetation Plot 3 – MY-03 – 6/15/23 Hip Bone Creek Restoration Site KCI Associates of NC, PA DMS Project #100059 17 MY-03 Monitoring Report Vegetation Plot 4 – MY-00 – 5/13/21 Vegetation Plot 4 – MY-03 – 6/15/23 Vegetation Plot 5 – MY-00 – 5/13/21 Vegetation Plot 5 – MY-03 – 6/15/23 Vegetation Plot 6 – MY-00 – 5/14/21 Vegetation Plot 6 – MY-03 – 6/15/23 Hip Bone Creek Restoration Site KCI Associates of NC, PA DMS Project #100059 18 MY-03 Monitoring Report Vegetation Plot 7 – MY-00 – 5/13/21 Vegetation Plot 7 – MY-03 – 6/15/23 Vegetation Plot 8 – MY-00 – 5/13/21 Vegetation Plot 8 – MY-03 – 6/15/23 Vegetation Plot 9 – MY-00 – 5/13/21 Vegetation Plot 9 – MY-03 – 6/15/23 Hip Bone Creek Restoration Site KCI Associates of NC, PA DMS Project #100059 19 MY-03 Monitoring Report Vegetation Plot 10 – MY-00 – 5/13/21 Vegetation Plot 10 – MY-03 – 6/15/23 Vegetation Plot R1 – MY-03 – 6/15/23 Vegetation Plot R2 – MY-03 – 6/15/23 Vegetation Plot R3 – MY-03 – 6/15/23 Vegetation Plot R4 – MY-03 - 6/15/23 Hip Bone Creek Restoration Site KCI Associates of NC, PA DMS Project #100059 20 MY-03 Monitoring Report Vegetation Plot R5 – MY-03 - 6/15/23 Vegetation Plot R6 – MY-03 - 6/15/23 Vegetation Plot R7 – MY-03 - 6/15/23 Vegetation Plot R8 – MY-03 - 6/15/23 Hip Bone Creek Restoration Site KCI Associates of NC, PA DMS Project #100059 21 MY-03 Monitoring Report APPENDIX B Vegetation Plot Data Hip Bone Creek Restoration Site KCI Associates of NC, PA DMS Project #100059 22 MY-03 Monitoring Report Stems/ Ac. Av. Ht. (ft)# Species % Invasives Stems/ Ac. Av. Ht. (ft)# Species % Invasives Stems/ Ac. Av. Ht. (ft)# Species % Invasives 1174 3 8 0 931 4 5 0 1052 2 6 0 1093 3 8 0 972 3 4 0 810 2 6 0 1052 2 8 0 931 2 4 0 729 2 6 0 1093 1 8 0 1174 2 5 0 688 2 6 0 Stems/Ac.Av. Ht. (ft)# Species % Invasives Stems/Ac. Av. Ht. (ft)# Species % Invasives Stems/Ac.Av. Ht. (ft)# Species % Invasives 850 3 6 0 1012 3 4 0 850 4 5 0 850 2 6 0 1012 2 4 0 1012 3 5 0 850 2 6 0 891 2 4 0 810 2 5 0 769 1 5 0 1012 1 4 0 810 2 5 0 Stems/Ac.Av. Ht. (ft)# Species % Invasives Stems/Ac. Av. Ht. (ft)# Species % Invasives Stems/Ac.Av. Ht. (ft)# Species % Invasives 1052 2 3 0 850 5 4 0 1174 3 5 0 1133 2 3 0 850 3 4 0 1214 2 5 0 1133 1 3 0 850 2 4 0 1093 2 4 0 1174 2 3 0 850 1 4 0 1174 1 5 0 Stems/Ac.Av. Ht. (ft)# Species % Invasives Stems/Ac. Av. Ht. (ft)# Species % Invasives Stems/Ac.Av. Ht. (ft)# Species % Invasives 1174 4 5 0 1093 5 6 0 891 5 7 0 1214 2 4 0 1255 2 5 0 1498 2 7 0 Stems/Ac.Av. Ht. (ft)# Species % Invasives Stems/Ac. Av. Ht. (ft)# Species % Invasives Stems/Ac.Av. Ht. (ft)# Species % Invasives 688 2 7 0 526 6 5 0 810 3 4 0 Stems/Ac.Av. Ht. (ft)# Species % Invasives Stems/Ac. Av. Ht. (ft)# Species % Invasives Stems/Ac.Av. Ht. (ft)# Species % Invasives 972 4 6 0 1133 3 8 0 850 3 6 0 Monitoring Year 0 Table 6. Vegetation Performance Standards Summary Table Veg Plot Group 8 R Monitoring Year 7 Monitoring Year 5 Monitoring Year 3 Monitoring Year 2 Monitoring Year 1 Monitoring Year 2 Monitoring Year 1 Monitoring Year 0 Veg Plot Group 6 R Veg Plot Group 7 R Veg Plot Group 3 R Veg Plot Group 4 R Veg Plot Group 5 R Monitoring Year 7 Monitoring Year 5 Monitoring Year 3 Monitoring Year 5 Monitoring Year 3 Monitoring Year 2 Monitoring Year 1 Monitoring Year 0 Monitoring Year 0 Veg Plot 10 F Veg Plot Group 1 R Veg Plot Group 2 R Monitoring Year 7 Veg Plot 9 F Monitoring Year 7 Monitoring Year 5 Monitoring Year 3 Monitoring Year 2 Monitoring Year 1 Monitoring Year 2 Monitoring Year 1 Monitoring Year 0 Veg Plot 7 F Veg Plot 8 F Veg Plot 4 F Veg Plot 5 F Veg Plot 6 F Monitoring Year 7 Monitoring Year 5 Monitoring Year 3 Monitoring Year 5 Monitoring Year 3 Monitoring Year 2 Monitoring Year 1 Monitoring Year 0 Hip Bone Creek Restoration Site (ID-100059) Veg Plot 1 F Veg Plot 2 F Veg Plot 3 F Monitoring Year 7 Hip Bone Creek Restoration Site KCI Associates of NC, PA DMS Project #100059 23 MY-03 Monitoring Report Planted Total Planted Total Planted Total Planted Total Planted Total Betula nigra river birch Tree FACW 11 11 6 6 3 8 551414 Cornus amomum silky dogwood Shrub FACW Diospyros virginiana common persimmon TreeFAC11112222 Platanus occidentalis American sycamore TreeFACW771313556688 Quercus falcata southern red oakTreeFACU11 332211 Quercus michauxii swamp chestnut oak TreeFACW22 11 Quercus palustris pin oakTreeFACW222255 Quercus phellos willow oak Tree FACW 1 1 1 2 335533 Salix nigra black willow Tree OBL 1 4 Sum Performance Standard 26 29 23 24 21 26 21 21 26 26 Acer rubrum red maple Tree FAC 13 Baccharis halimifolia eastern baccharis Tree FAC Cephalanthus occidentalis common buttonbush Shrub OBL Juglans nigra black walnut Tree UPL Liquidambar styraciflua sweetgum Tree FAC 11 Liriodendron tulipifera tuliptree Tree FACU 3 Pinus taeda loblolly pine Tree FAC 2 Rhus copallinum winged sumac Tree UPL Ulmus americana American elm Tree FAC Sum Proposed Standard 26 29 23 24 21 26 21 21 26 26 29 24 26 21 26 1174 931 1052 850 1012 85664 38 54 29 27 54 34233 00000 Stems/Acre Species Count Dominant Species Composition (%) Average Plot Height (ft.) % Invasives Indicator Status Veg Plot 1 FVeg Plot 2 FVeg Plot 3 FVeg Plot 4 FVeg Plot 5 FScientific Name Common Name Tree/Shrub Species Included in Approved Mitigation Plan Post Mitigation Plan Species Mitigation Plan Performanc e Standard Current Year Stem Count Table 7. Vegetation Plot Data Hip Bone Creek Restoration Site (ID-100059) 1). Bolded species are proposed for the current monitoring year, italicized species are not approved, and a regular font indicates that the species has been approved. 2). The "Species Included in Approved Mitigation Plan" section contains only those species that were included in the original approved mitigation plan. The "Post Mitigation Plan Species" section includes species that are being proposed through a mitigation plan addendum for the current monitoring year (bolded) , species that have been approved in prior monitoring years through a mitigation plan addendum (regular font), and species that are not approved (italicized). 3). The "Mitigation Plan Performance Standard" section is derived only from stems included in the original mitigation plan, whereas the "Post Mitigation Plan Performance Standard" includes data from mitigation plan approved, post mitigation plan approved, and proposed stems. Hip Bone Creek Restoration Site KCI Associates of NC, PA DMS Project #100059 24 MY-03 Monitoring Report Planted Total Planted Total Planted Total Planted Total Planted Total Betula nigra river birchTreeFACW551122221616 Cornus amomum silky dogwood Shrub FACW Diospyros virginiana common persimmon Tree FAC 1 1 1 1 1 1 Platanus occidentalis American sycamore Tree FACW 14 16 1212225599 Quercus falcata southern red oak Tree FACU 2244 Quercus michauxii swamp chestnut oak Tree FACW Quercus palustris pin oak Tree FACW 1 1 4 4 2 2 Quercus phellos willow oakTreeFACW11131311661313 Salix nigra black willow Tree OBL Sum Performance Standard 22 24 26 26 29 29 30 30 29 29 Acer rubrum red maple Tree FAC 2 Baccharis halimifolia eastern baccharis Tree FAC 11 Cephalanthus occidentalis common buttonbush Shrub OBL Juglans nigra black walnut Tree UPL Liquidambar styraciflua sweetgum Tree FAC Liriodendron tulipifera tuliptree Tree FACU Pinus taeda loblolly pine Tree FAC Rhus copallinum winged sumac Tree UPL Ulmus americana American elm Tree FAC Sum Proposed Standard 22 24 26 26 29 29 30 30 29 29 24 26 29 30 29 850 1052 850 1174 1174 53455 62 50 76 53 32 42534 00000 Stems/Acre Species Count Dominant Species Composition (%) Average Plot Height (ft.) % Invasives Table 7. Vegetation Plot Data Hip Bone Creek Restoration Site (ID-100059) Scientific Name Common Name Tree/Shrub Species Included in Approved Mitigation Plan Post Mitigation Plan Species Mitigation Plan Performanc e Standard Current Year Stem Count Indicator Status Veg Plot 6 FVeg Plot 7 FVeg Plot 8 FVeg Plot 9 FVeg Plot 10 F 1). Bolded species are proposed for the current monitoring year, italicized species are not approved, and a regular font indicates that the species has been approved. 2). The "Species Included in Approved Mitigation Plan" section contains only those species that were included in the original approved mitigation plan. The "Post Mitigation Plan Species" section includes species that are being proposed through a mitigation plan addendum for the current monitoring year (bolded) , species that have been approved in prior monitoring years through a mitigation plan addendum (regular font), and species that are not approved (italicized). 3). The "Mitigation Plan Performance Standard" section is derived only from stems included in the original mitigation plan, whereas the "Post Mitigation Plan Performance Standard" includes data from mitigation plan approved, post mitigation plan approved, and proposed stems. Hip Bone Creek Restoration Site KCI Associates of NC, PA DMS Project #100059 25 MY-03 Monitoring Report Veg Plot 1 R Veg Plot 2 R Veg Plot 3 R Veg Plot 4 R Veg Plot 5 R Veg Plot 6 R Veg Plot 7 R Veg Plot 8 R Total Total Total Total Total Total Total Total Betula nigra river birch Tree FACW 6 4 3 10 10321 Cornus amomum silky dogwood Shrub FACW 1 Diospyros virginiana common persimmon Tree FAC 1 3 5232 Platanus occidentalis American sycamore Tree FACW 13 6 2 1 9 3 4 Quercus falcata southern red oakTreeFACU11114 43 Quercus michauxii swamp chestnut oak Tree FACW 4 1 Quercus palustris pin oak Tree FACW 3 11 2 3 Quercus phellos willow oak Tree FACW 2 6 62 4 6 7 Salix nigra black willow Tree OBL 1 1 1 4 64 Sum Performance Standard 27 22 17 15 20 24 28 21 Acer rubrum red maple Tree FAC Baccharis halimifolia eastern baccharis Tree FAC 1 25 1 Cephalanthus occidentalis common buttonbush Shrub OBL 12 2 Juglans nigra black walnut Tree UPL 1 Liquidambar styraciflua sweetgum Tree FAC 2 Liriodendron tulipifera tuliptree Tree FACU Pinus taeda loblolly pine Tree FAC Rhus copallinum winged sumac Tree UPL 2 1 1 Ulmus americana American elm Tree FAC 4 Sum Proposed Standard 27 22 17 15 20 24 28 21 27 22 17 15 20 24 28 21 1093 891 688 526 810 972 1133 850 67754686 45 25 27 59 38 36 47 29 55263433 00000000 Current Year Stem Count Stems/Acre Species Count Dominant Species Composition (%) Average Plot Height (ft.) % Invasives Indicator StatusScientific Name Common Name Tree/Shrub Species Included in Approved Mitigation Plan Post Mitigation Plan Species Mitigation Plan Performanc e Standard Table 7. Vegetation Plot Data Hip Bone Creek Restoration Site (ID-100059) 1). Bolded species are proposed for the current monitoring year, italicized species are not approved, and a regular font indicates that the species has been approved. 2). The "Species Included in Approved Mitigation Plan" section contains only those species that were included in the original approved mitigation plan. The "Post Mitigation Plan Species" section includes species that are being proposed through a mitigation plan addendum for the current monitoring year (bolded) , species that have been approved in prior monitoring years through a mitigation plan addendum (regular font), and species that are not approved (italicized). 3). The "Mitigation Plan Performance Standard" section is derived only from stems included in the original mitigation plan, whereas the "Post Mitigation Plan Performance Standard" includes data from mitigation plan approved, post mitigation plan approved, and proposed stems. Hip Bone Creek Restoration Site KCI Associates of NC, PA DMS Project #100059 26 MY-03 Monitoring Report APPENDIX C Stream Geomorphology Data Cross-Section Plots Station Elevation 0.0 566.73 566.39 0.1 566.29 2.1 8.2 566.02 2.9 17.2 566.21 5.7 22.2 566.40 567.04 26.1 566.56 53 27.3 566.24 0.7 28.5 566.02 0.4 29.2 565.85 15.4 29.9 565.74 9.3 30.2 565.78 1.2 30.7 565.85 565.74 31.9 566.14 32.7 566.53 34.9 566.53 41.2 566.46 47.0 566.64 53.1 567.06 55.1 567.26 57.5 567.75 59.4 568.13 60.0 568.13 60.1 568.51 River Basin:Cape Fear River Site:Hip Bone Creek Restoration Site XS ID XS1 Drainage Area (sq mi):0.06 Date:7/17/2023 Field Crew:TS, CK, KB, ET W / D Ratio (ft/ft): SUMMARY DATA Bankfull Elevation (ft) - Based on AB-Bankfull Area Bankfull Cross-Sectional Area (sq ft): Bankfull Width (ft): Flood Prone Area Elevation (ft): Flood Prone Width (ft): Max Depth at Bankfull (ft): Mean Depth at Bankfull (ft): LTOB Cross-Sectional Area (sq ft): Entrenchment Ratio (ft/ft): Bank Height Ratio (ft/ft): Thalweg Elevation (ft): 565 566 567 568 569 0 102030405060 El e v a t i o n ( f e e t ) Station (feet) Hip Bone Creek Restoration Site, XS1, Riffle, T1-1 LTOB Bankfull Flood Prone Area MY00 MY01 MY02 MY03 Cross-Section Plots Station Elevation 0.0 566.52 565.73 0.1 566.13 10.9 7.8 565.81 10.4 13.5 565.76 11.0 18.9 565.68 --- 24.4 565.67 --- 25.2 565.68 1.9 26.8 565.26 1.0 27.9 564.98 --- 29.1 564.73 --- 29.8 564.40 --- 30.6 563.99 563.80 31.1 563.99 31.9 563.80 32.8 563.94 33.7 564.44 34.7 565.13 36.2 565.75 36.3 565.75 39.2 565.76 40.1 565.62 41.0 565.16 42.7 565.56 46.3 566.09 49.7 566.90 53.5 566.68 56.2 566.80 57.6 567.00 57.6 567.34 Bankfull Cross-Sectional Area (sq ft): LTOB Cross-Sectional Area (sq ft): Bankfull Width (ft): Flood Prone Area Elevation (ft): Flood Prone Width (ft): Max Depth at Bankfull (ft): Mean Depth at Bankfull (ft): W / D Ratio (ft/ft): Entrenchment Ratio (ft/ft): Bank Height Ratio (ft/ft): Thalweg Elevation (ft): SUMMARY DATA Bankfull Elevation (ft) - Based on AB-Bankfull Area Date:7/17/2023 Field Crew:TS, CK, KB, ET Drainage Area (sq mi):0.06 River Basin:Cape Fear River Site:Hip Bone Creek Restoration Site XS ID XS2 563 564 564 565 565 566 566 567 567 568 568 0 1020304050 El e v a t i o n ( f e e t ) Station (feet) Hip Bone Creek Restoration Site, XS2, Pool, T1-1 LTOB Bankfull MY00 MY01 MY02 MY03 Cross-Section Plots Station Elevation 0.0 557.60 555.80 0.0 557.22 3.9 4.5 556.58 3.0 8.7 555.84 7.0 13.7 555.36 556.74 24.1 555.69 56 27.5 555.67 0.9 29.1 555.18 0.5 29.8 554.86 12.7 30.1 554.87 8.0 30.6 554.92 0.9 31.9 555.14 554.86 33.2 555.37 34.7 555.85 40.8 555.78 46.1 555.72 53.3 556.04 58.8 556.69 63.0 557.58 66.6 558.08 68.7 558.15 68.8 558.50 Bankfull Cross-Sectional Area (sq ft): LTOB Cross-Sectional Area (sq ft): Bankfull Width (ft): Flood Prone Area Elevation (ft): Flood Prone Width (ft): Max Depth at Bankfull (ft): Mean Depth at Bankfull (ft): W / D Ratio (ft/ft): Entrenchment Ratio (ft/ft): Bank Height Ratio (ft/ft): Thalweg Elevation (ft): SUMMARY DATA Bankfull Elevation (ft) - Based on AB-Bankfull Area Date:7/17/2023 Field Crew:TS, CK, KB, ET Drainage Area (sq mi):0.08 River Basin:Cape Fear River Site:Hip Bone Creek Restoration Site XS ID XS3 554 555 555 556 556 557 557 558 558 559 559 0 102030405060 El e v a t i o n ( f e e t ) Station (feet) Hip Bone Creek Restoration Site, XS3, Riffle, T1-1 LTOB Bankfull Flood Prone Area MY00 MY01 MY02 MY03 Cross-Section Plots Station Elevation 0.0 557.64 555.07 0.1 557.11 8.1 2.9 556.55 7.6 7.2 555.80 10.0 12.2 554.97 --- 21.8 555.26 --- 27.8 555.33 1.3 29.2 555.23 0.8 30.9 554.76 --- 32.1 554.32 --- 33.0 554.05 --- 34.1 553.82 553.74 35.2 553.87 36.0 553.74 37.1 553.92 37.9 554.17 38.7 554.69 39.8 555.02 42.2 555.16 43.7 555.24 45.4 555.73 47.4 556.20 49.6 556.87 52.0 557.08 54.3 557.19 56.4 557.29 56.4 557.59 Bankfull Cross-Sectional Area (sq ft): LTOB Cross-Sectional Area (sq ft): Bankfull Width (ft): Flood Prone Area Elevation (ft): Flood Prone Width (ft): Max Depth at Bankfull (ft): Mean Depth at Bankfull (ft): W / D Ratio (ft/ft): Entrenchment Ratio (ft/ft): Bank Height Ratio (ft/ft): Thalweg Elevation (ft): SUMMARY DATA Bankfull Elevation (ft) - Based on AB-Bankfull Area Date:7/17/2023 Field Crew:TS, CK, KB, ET Drainage Area (sq mi):0.08 River Basin:Cape Fear River Site:Hip Bone Creek Restoration Site XS ID XS4 553 554 555 556 557 558 559 0 1020304050 El e v a t i o n ( f e e t ) Station (feet) Hip Bone Creek Restoration Site, XS4, Pool, T1-1 LTOB Bankfull MY00 MY01 MY02 MY03 Cross-Section Plots Station Elevation 0.0 552.00 550.28 0.1 552.03 5.4 0.0 551.50 5.0 4.8 551.18 8.0 6.9 550.63 551.41 8.9 550.07 57 11.1 549.88 1.1 14.3 550.04 0.7 21.5 550.08 11.9 25.4 550.23 7.2 26.1 550.28 1.0 27.7 549.42 549.14 28.7 549.14 29.4 549.22 29.9 549.25 30.3 549.46 32.2 549.54 33.0 549.96 34.1 550.23 39.0 550.49 45.4 550.74 53.1 550.86 57.5 551.09 60.5 551.82 64.5 552.58 68.2 553.07 71.1 553.14 71.1 553.56 Bankfull Cross-Sectional Area (sq ft): LTOB Cross-Sectional Area (sq ft): Bankfull Width (ft): Flood Prone Area Elevation (ft): Flood Prone Width (ft): Max Depth at Bankfull (ft): Mean Depth at Bankfull (ft): W / D Ratio (ft/ft): Entrenchment Ratio (ft/ft): Bank Height Ratio (ft/ft): Thalweg Elevation (ft): SUMMARY DATA Bankfull Elevation (ft) - Based on AB-Bankfull Area Date:7/17/2023 Field Crew:TS, CK, KB, ET Drainage Area (sq mi):0.13 River Basin:Cape Fear River Site:Hip Bone Creek Restoration Site XS ID XS5 549 550 551 552 553 554 0 10203040506070 El e v a t i o n ( f e e t ) Station (feet) Hip Bone Creek Restoration Site, XS5, Riffle, T1-2 LTOB Bankfull Flood Prone Area MY00 MY01 MY02 MY03 Cross-Section Plots Station Elevation 0.0 551.47 549.81 0.0 551.08 14.0 2.7 550.84 15.2 4.5 550.41 11.6 6.6 550.01 --- 8.8 549.79 --- 12.2 549.89 2.2 18.8 549.35 1.2 25.7 549.91 --- 28.8 549.91 --- 30.5 549.57 --- 32.2 548.66 547.59 34.0 548.08 35.2 547.60 36.0 547.75 36.5 547.59 37.1 548.01 37.9 548.32 38.7 548.57 39.9 549.22 41.2 549.95 41.3 549.95 45.2 550.03 47.5 550.14 50.2 550.68 52.9 551.51 55.4 552.16 58.1 552.60 60.7 552.43 60.7 552.74 Bankfull Cross-Sectional Area (sq ft): LTOB Cross-Sectional Area (sq ft): Bankfull Width (ft): Flood Prone Area Elevation (ft): Flood Prone Width (ft): Max Depth at Bankfull (ft): Mean Depth at Bankfull (ft): W / D Ratio (ft/ft): Entrenchment Ratio (ft/ft): Bank Height Ratio (ft/ft): Thalweg Elevation (ft): SUMMARY DATA Bankfull Elevation (ft) - Based on AB-Bankfull Area Date:7/17/2023 Field Crew:TS, CK, KB, ET Drainage Area (sq mi):0.13 River Basin:Cape Fear River Site:Hip Bone Creek Restoration Site XS ID XS6 547 548 549 550 551 552 553 0 102030405060 El e v a t i o n ( f e e t ) Station (feet) Hip Bone Creek Restoration Site, XS6, Pool, T1-2 LTOB Bankfull MY00 MY01 MY02 MY03 Cross-Section Plots Station Elevation 0.0 542.84 542.78 0.0 542.67 4.6 9.4 542.53 4.4 17.1 542.77 7.5 19.5 542.67 543.65 21.4 542.75 56 22.8 542.22 0.9 23.4 542.04 0.6 24.1 541.91 12.4 24.7 541.93 7.4 25.4 541.93 1.0 26.0 541.96 541.91 27.0 542.00 27.5 542.02 28.1 542.54 29.0 542.80 31.1 542.90 33.2 542.95 38.8 542.98 45.2 542.98 50.2 543.22 53.2 543.16 56.1 543.71 58.3 544.24 60.5 544.91 63.2 545.70 65.3 546.17 67.1 546.36 67.2 546.68 Bankfull Cross-Sectional Area (sq ft): LTOB Cross-Sectional Area (sq ft): Bankfull Width (ft): Flood Prone Area Elevation (ft): Flood Prone Width (ft): Max Depth at Bankfull (ft): Mean Depth at Bankfull (ft): W / D Ratio (ft/ft): Entrenchment Ratio (ft/ft): Bank Height Ratio (ft/ft): Thalweg Elevation (ft): SUMMARY DATA Bankfull Elevation (ft) - Based on AB-Bankfull Area Date:7/17/2023 Field Crew:TS, CK, KB, ET Drainage Area (sq mi):0.14 River Basin:Cape Fear River Site:Hip Bone Creek Restoration Site XS ID XS7 541 542 543 544 545 546 547 0 102030405060 El e v a t i o n ( f e e t ) Station (feet) Hip Bone Creek Restoration Site, XS7, Riffle, T1-2 LTOB Bankfull Flood Prone Area MY00 MY01 MY02 MY03 Cross-Section Plots Station Elevation 0.0 542.93 542.66 0.0 542.59 16.7 9.0 542.46 13.7 16.3 542.64 13.9 22.7 542.38 --- 25.1 542.44 --- 26.5 542.49 2.2 28.3 541.93 1.2 30.1 541.61 --- 31.3 541.08 --- 32.4 540.66 --- 33.3 540.68 540.44 35.3 540.76 35.9 540.44 36.5 540.77 37.5 541.41 37.8 542.01 38.3 542.26 39.0 542.62 41.0 542.67 44.2 542.83 45.6 543.09 47.3 543.56 48.7 543.95 50.1 544.29 51.7 544.64 54.2 544.92 54.3 544.92 Bankfull Cross-Sectional Area (sq ft): LTOB Cross-Sectional Area (sq ft): Bankfull Width (ft): Flood Prone Area Elevation (ft): Flood Prone Width (ft): Max Depth at Bankfull (ft): Mean Depth at Bankfull (ft): W / D Ratio (ft/ft): Entrenchment Ratio (ft/ft): Bank Height Ratio (ft/ft): Thalweg Elevation (ft): SUMMARY DATA Bankfull Elevation (ft) - Based on AB-Bankfull Area Date:7/17/2023 Field Crew:TS, CK, KB, ET Drainage Area (sq mi):0.14 River Basin:Cape Fear River Site:Hip Bone Creek Restoration Site XS ID XS8 540 541 542 543 544 545 546 0 1020304050 El e v a t i o n ( f e e t ) Station (feet) Hip Bone Creek Restoration Site, XS8, Pool, T1-2 LTOB Bankfull MY00 MY01 MY02 MY03 Cross-Section Plots Station Elevation 0.0 540.62 536.63 0.2 540.13 7.2 3.9 540.05 8.1 6.4 539.44 9.5 8.7 538.44 537.87 11.1 537.47 48 13.2 537.01 1.2 22.0 536.88 0.8 30.9 536.76 12.5 32.1 536.78 5.0 33.4 536.41 1.1 35.1 535.75 535.39 36.0 535.39 36.7 535.42 37.6 535.42 38.4 535.47 40.7 536.16 41.6 536.35 42.2 536.72 46.4 536.59 52.7 536.51 55.0 537.07 57.6 537.75 60.3 539.02 63.2 539.61 66.0 539.74 66.1 540.00 Bankfull Cross-Sectional Area (sq ft): LTOB Cross-Sectional Area (sq ft): Bankfull Width (ft): Flood Prone Area Elevation (ft): Flood Prone Width (ft): Max Depth at Bankfull (ft): Mean Depth at Bankfull (ft): W / D Ratio (ft/ft): Entrenchment Ratio (ft/ft): Bank Height Ratio (ft/ft): Thalweg Elevation (ft): SUMMARY DATA Bankfull Elevation (ft) - Based on AB-Bankfull Area Date:7/17/2023 Field Crew:TS, CK, KB, ET Drainage Area (sq mi):0.19 River Basin:Cape Fear River Site:Hip Bone Creek Restoration Site XS ID XS9 534 535 536 537 538 539 540 541 0 10203040506070 El e v a t i o n ( f e e t ) Station (feet) Hip Bone Creek Restoration Site, XS9, Riffle, T1-3 LTOB Bankfull Flood Prone Area MY00 MY01 MY02 MY03 Cross-Section Plots Station Elevation 0.0 540.07 536.42 0.0 539.73 20.0 2.5 539.46 18.3 4.6 539.07 11.0 6.6 538.34 --- 8.9 537.41 --- 11.7 536.63 2.7 15.8 536.46 1.8 22.8 536.52 --- 28.0 536.31 --- 32.5 536.28 --- 33.9 536.26 533.76 35.7 535.73 36.9 535.10 37.2 535.00 38.5 534.01 39.5 534.00 42.9 533.76 43.5 534.15 44.2 534.65 45.0 535.11 46.4 535.88 46.9 536.36 51.5 536.41 54.3 536.68 56.1 537.34 58.7 538.32 60.4 539.30 62.6 539.58 63.7 539.61 64.0 539.80 Bankfull Cross-Sectional Area (sq ft): LTOB Cross-Sectional Area (sq ft): Bankfull Width (ft): Flood Prone Area Elevation (ft): Flood Prone Width (ft): Max Depth at Bankfull (ft): Mean Depth at Bankfull (ft): W / D Ratio (ft/ft): Entrenchment Ratio (ft/ft): Bank Height Ratio (ft/ft): Thalweg Elevation (ft): SUMMARY DATA Bankfull Elevation (ft) - Based on AB-Bankfull Area Date:7/17/2023 Field Crew:TS, CK, KB, ET Drainage Area (sq mi):0.19 River Basin:Cape Fear River Site:Hip Bone Creek Restoration Site XS ID XS10 533 534 535 536 537 538 539 540 0 102030405060 El e v a t i o n ( f e e t ) Station (feet) Hip Bone Creek Restoration Site, XS10, Pool, T1-3 LTOB Bankfull MY00 MY01 MY02 MY03 Cross-Section Plots Station Elevation 0.0 534.58 531.42 0.3 534.26 7.3 2.7 533.90 7.1 4.0 533.60 10.0 6.6 532.69 532.69 9.3 532.14 77 13.6 531.62 1.3 22.2 531.42 0.7 31.0 531.41 13.8 34.9 531.55 7.7 39.1 531.38 1.0 42.3 531.48 530.14 42.9 531.42 45.0 530.89 45.3 530.44 46.2 530.17 46.1 530.16 47.0 530.14 48.8 530.39 50.2 530.61 51.0 530.84 52.9 531.40 57.5 531.44 65.4 531.62 71.6 531.58 79.3 531.75 82.6 532.49 85.2 532.87 87.4 533.38 89.4 533.97 90.6 534.01 90.8 534.42 River Basin:Cape Fear River Site:Hip Bone Creek Restoration Site XS ID XS11 Drainage Area (sq mi):0.25 Date:7/17/2023 Field Crew:TS, CK, KB, ET Mean Depth at Bankfull (ft): SUMMARY DATA Bankfull Elevation (ft) - Based on AB-Bankfull Area Bankfull Cross-Sectional Area (sq ft): LTOB Cross-Sectional Area (sq ft): Bankfull Width (ft): Flood Prone Area Elevation (ft): Flood Prone Width (ft): Max Depth at Bankfull (ft): W / D Ratio (ft/ft): Entrenchment Ratio (ft/ft): Bank Height Ratio (ft/ft): Thalweg Elevation (ft): 530 531 532 533 534 535 0 102030405060708090 El e v a t i o n ( f e e t ) Station (feet) Hip Bone Creek Restoration Site, XS11, Riffle, T1-5 LTOB Bankfull Flood Prone Area MY00 MY01 MY02 MY03 Cross-Section Plots Station Elevation 0.0 534.48 531.17 0.1 534.39 20.8 1.8 533.84 22.8 3.3 533.32 15.6 5.4 532.99 --- 8.5 532.21 --- 11.1 531.72 2.1 12.7 531.15 1.3 20.0 531.17 --- 26.4 531.28 --- 31.3 531.29 --- 37.3 531.09 529.03 42.6 531.16 46.6 531.30 48.3 530.72 50.3 530.11 51.9 529.73 53.2 529.41 57.4 529.03 58.9 529.06 60.3 529.94 61.6 530.84 62.3 531.29 66.3 531.35 69.8 531.45 72.0 531.97 75.2 532.71 80.3 533.28 83.7 533.39 86.3 533.38 86.9 533.83 River Basin:Cape Fear River Site:Hip Bone Creek Restoration Site XS ID XS12 Drainage Area (sq mi):0.25 Date:7/17/2023 Field Crew:TS, CK, KB, ET Mean Depth at Bankfull (ft): SUMMARY DATA Bankfull Elevation (ft) - Based on AB-Bankfull Area Bankfull Cross-Sectional Area (sq ft): LTOB Cross-Sectional Area (sq ft): Bankfull Width (ft): Flood Prone Area Elevation (ft): Flood Prone Width (ft): Max Depth at Bankfull (ft): W / D Ratio (ft/ft): Entrenchment Ratio (ft/ft): Bank Height Ratio (ft/ft): Thalweg Elevation (ft): 528 529 530 531 532 533 534 535 0 1020304050607080 El e v a t i o n ( f e e t ) Station (feet) Hip Bone Creek Restoration Site, XS12, Pool, T1-5 LTOB Bankfull MY00 MY01 MY02 MY03 Cross-Section Plots Station Elevation 0.0 551.02 548.84 0.0 550.60 3.4 2.5 550.38 3.6 4.4 549.87 6.4 5.8 549.61 549.78 9.2 549.07 47 13.3 548.50 0.9 18.4 548.54 0.5 21.9 548.55 12.0 24.7 548.74 7.3 26.3 548.68 1.0 27.2 548.38 547.90 27.6 547.68 28.9 547.40 30.0 547.50 31.9 548.26 33.0 548.36 37.6 548.49 44.5 548.52 48.8 548.79 49.2 548.87 51.9 549.35 55.8 549.92 57.6 550.23 58.5 550.20 58.5 550.70 River Basin:Cape Fear River Site:Hip Bone Creek Restoration Site XS ID XS13 Drainage Area (sq mi):0.05 Date:7/17/2023 Field Crew:TS, CK, KB, ET Mean Depth at Bankfull (ft): SUMMARY DATA Bankfull Elevation (ft) - Based on AB-Bankfull Area Bankfull Cross-Sectional Area (sq ft): LTOB Cross-Sectional Area (sq ft): Bankfull Width (ft): Flood Prone Area Elevation (ft): Flood Prone Width (ft): Max Depth at Bankfull (ft): W / D Ratio (ft/ft): Entrenchment Ratio (ft/ft): Bank Height Ratio (ft/ft): Thalweg Elevation (ft): 547 548 549 550 551 552 0 1020304050 El e v a t i o n ( f e e t ) Station (feet) Hip Bone Creek Restoration Site, XS13, Riffle, T3-3 LTOB Bankfull Flood Prone Area MY00 MY01 MY02 MY03 Cross-Section Plots Station Elevation 0.0 550.00 548.39 0.4 549.45 4.3 2.3 549.61 4.1 5.1 549.31 6.8 9.7 548.14 --- 12.6 548.05 --- 17.6 547.97 547.9 23.7 547.65 0.6 30.5 547.77 --- 32.7 547.85 --- 33.6 547.86 --- 35.0 547.41 0.50 35.9 547.00 36.9 546.68 37.8 546.98 38.7 547.23 40.4 547.87 44.3 547.96 47.6 548.38 49.0 548.96 51.9 549.33 54.4 549.37 54.9 549.60 River Basin:Cape Fear River Site:Hip Bone Creek Restoration Site XS ID XS14 Drainage Area (sq mi):0.05 Date:7/17/2023 Field Crew:TS, CK, KB, ET Mean Depth at Bankfull (ft): SUMMARY DATA Bankfull Elevation (ft) - Based on AB-Bankfull Area Bankfull Cross-Sectional Area (sq ft): LTOB Cross-Sectional Area (sq ft): Bankfull Width (ft): Flood Prone Area Elevation (ft): Flood Prone Width (ft): Max Depth at Bankfull (ft): W / D Ratio (ft/ft): Entrenchment Ratio (ft/ft): Bank Height Ratio (ft/ft): Thalweg Elevation (ft): 546 547 548 549 550 551 0 1020304050 El e v a t i o n ( f e e t ) Station (feet) Hip Bone Creek Restoration Site, XS14, Pool, T3-3 LTOB Bankfull MY00 MY01 MY02 MY03 Cross-Section Plots Station Elevation 0.0 546.56 544.84 0.2 546.28 3.9 2.5 545.96 3.0 5.8 545.26 6.2 13.1 544.99 545.80 19.7 544.91 50 23.2 544.86 1.0 24.1 544.85 0.6 25.4 544.26 10.0 26.3 544.01 8.0 27.3 543.88 0.9 27.9 543.96 543.88 28.6 543.98 29.3 544.31 29.7 544.50 30.3 544.71 31.9 544.66 39.5 544.52 45.9 544.50 49.0 544.91 53.5 545.94 56.7 546.12 56.6 546.53 River Basin:Cape Fear River Site:Hip Bone Creek Restoration Site XS ID XS15 Drainage Area (sq mi):0.06 Date:7/17/2023 Field Crew:TS, CK, KB, ET Mean Depth at Bankfull (ft): SUMMARY DATA Bankfull Elevation (ft) - Based on AB-Bankfull Area Bankfull Cross-Sectional Area (sq ft): LTOB Cross-Sectional Area (sq ft): Bankfull Width (ft): Flood Prone Area Elevation (ft): Flood Prone Width (ft): Max Depth at Bankfull (ft): W / D Ratio (ft/ft): Entrenchment Ratio (ft/ft): Bank Height Ratio (ft/ft): Thalweg Elevation (ft): 543 544 545 546 547 0 1020304050 El e v a t i o n ( f e e t ) Station (feet) Hip Bone Creek Restoration Site, XS15, Riffle, T3-3 LTOB Bankfull Flood Prone Area MY00 MY01 MY02 MY03 Cross-Section Plots Station Elevation 0.0 545.89 544.18 0.3 545.46 8.6 4.3 545.46 9.2 11.3 545.05 9.7 15.6 545.29 --- 17.9 544.83 --- 20.1 544.39 1.5 22.6 544.26 0.9 23.5 544.25 --- 24.7 543.70 --- 25.7 543.12 --- 26.9 542.85 542.65 27.8 542.65 29.3 542.86 30.8 543.31 31.9 543.70 33.0 544.08 34.0 544.34 36.1 544.46 42.7 544.45 49.8 544.21 57.0 544.55 60.6 544.90 64.3 545.54 66.5 545.94 66.5 546.37 River Basin:Cape Fear River Site:Hip Bone Creek Restoration Site XS ID XS16 Drainage Area (sq mi):0.06 Date:7/17/2023 Field Crew:TS, CK, KB, ET Mean Depth at Bankfull (ft): SUMMARY DATA Bankfull Elevation (ft) - Based on AB-Bankfull Area Bankfull Cross-Sectional Area (sq ft): LTOB Cross-Sectional Area (sq ft): Bankfull Width (ft): Flood Prone Area Elevation (ft): Flood Prone Width (ft): Max Depth at Bankfull (ft): W / D Ratio (ft/ft): Entrenchment Ratio (ft/ft): Bank Height Ratio (ft/ft): Thalweg Elevation (ft): 542 543 544 545 546 547 0 102030405060 El e v a t i o n ( f e e t ) Station (feet) Hip Bone Creek Restoration Site, XS16, Pool, T3-3 LTOB Bankfull MY00 MY01 MY02 MY03 Hip Bone Creek Restoration Site KCI Associates of NC, PA DMS Project #100059 43 MY-03 Monitoring Report Parameter Riffle Only Min Mean Med Max n Min Max Min Max n Bankfull Width (ft) 5.2 6.3 6.3 7.3 2 5.4 5.5 6.4 2 Floodprone Width (ft) 12 13.4 13.4 14.8 2 35 42 54.8 54.9 2 Bankfull Mean Depth (ft) 0.3 0.4 0.4 0.5 2 0.4 0.4 0.6 2 Bankfull Max Depth (ft) 0.9 1.1 1.1 1.3 2 0.7 0.8 1.1 2 Bankfull Cross Sectional Area (ft2)2.4 2.5 2.5 2.5 2 2.2 2.1 3.9 2 Width/Depth Ratio 11 16.4 16.4 21.8 2 13 10.7 14.5 2 Entrenchment Ratio 1.6 2.3 2.3 2.9 2 6.5 7.8 8.5 9.9 2 Bank Height Ratio 1 1.1 1.1 1.2 2 1 1 1 2 Max part size (mm) mobilized at bankfull Rosgen Classification Bankfull Discharge (cfs) Sinuosity (ft) Water Surface Slope (Channel) (ft/ft) Other Table 8a. Baseline Stream Data Summary, Hip Bone Creek (ID-100059), Reach T1-1 Pre-Existing Condition Design Monitoring Baseline (MY0) 30 29 42 G4c/G4 C4b C4b 8.1 – 8.6 8 5.6 – 13.5 11.21.2 0.003 – 0.025 0.024 0.0249 Parameter Riffle Only Min Mean Med Max n Min Max Min Max n Bankfull Width (ft) 4.4 7.3 7.3 10.2 2 7 6.5 7.9 1 Floodprone Width (ft) 12.6 20.4 20.4 28.2 2 42 56 56.7 57.2 1 Bankfull Mean Depth (ft) 0.4 0.7 0.7 1 2 0.6 0.7 0.7 1 Bankfull Max Depth (ft) 1.4 1.4 1.4 1.5 2 0.9 1.1 1.1 1 Bankfull Cross Sectional Area (ft2)4.2 4.2 4.2 4.2 2 4 4.6 5.4 1 Width/Depth Ratio 4.5 14.7 14.7 24.8 2 12.2 9.3 11.7 1 Entrenchment Ratio 2.8 2.8 2.8 2.9 2 6 8 7.1 8.7 1 Bank Height Ratio 1 1 1121 111 Max part size (mm) mobilized at bankfull Rosgen Classification Bankfull Discharge (cfs) Sinuosity (ft) Water Surface Slope (Channel) (ft/ft) Other Table 8b. Baseline Stream Data Summary, Hip Bone Creek (ID-100059), Reach T1-2 Pre-Existing Condition Design Monitoring Baseline (MY0) 33 25 29 G4c/G4 C4 C4 14.1 – 14.6 13.6 13.7 – 15.6 11.21.2 0.003 – 0.025 0.015 0.014 Hip Bone Creek Restoration Site KCI Associates of NC, PA DMS Project #100059 44 MY-03 Monitoring Report Parameter Riffle Only Min Mean Med Max n Min Max Min Max n Bankfull Width (ft) 4.6 11.8 11.6 19.3 4 8.6 9.3 9.4 1 Floodprone Width (ft) 12.5 28.3 25.4 49.9 4 30 58 47.8 77.5 1 Bankfull Mean Depth (ft) 0.4 0.7 0.6 1.3 4 0.7 0.8 0.8 1 Bankfull Max Depth (ft) 1.1 1.7 1.8 1.9 4 1.1 1.2 1.4 1 Bankfull Cross Sectional Area (ft2)5.8 6.6 6 8.8 4 6 7.2 7.3 1 Width/Depth Ratio 3.6 24.2 25.6 42.1 4 12.4 11.8 12.3 1 Entrenchment Ratio 2 2.5 2.6 2.7 4 3.5 6.7 5.1 8.3 1 Bank Height Ratio 1 1.1 1 1.5 4 1 1 1 1 Max part size (mm) mobilized at bankfull Rosgen Classification Bankfull Discharge (cfs) Sinuosity (ft) Water Surface Slope (Channel) (ft/ft) Other 1 1.14 1.14 0.003 – 0.025 0.0082 0.0101 G4c/G4 C4 C4 15.3 – 22.7 19.8 19.3 – 20.0 Table 8c. Baseline Stream Data Summary, Hip Bone Creek (ID-100059), Reach T1-3 and 5 Pre-Existing Condition Design Monitoring Baseline (MY0) 18 17 23 Parameter Riffle Only Min Mean Med Max n Min Max Min Max n Bankfull Width (ft) 4.6 11.8 11.6 19.3 3 5.8 6.5 7.2 2 Floodprone Width (ft) 12.5 28.3 25.4 49.9 3 30 40 45.2 50.3 2 Bankfull Mean Depth (ft) 0.4 0.7 0.6 1.3 3 0.5 0.5 0.5 2 Bankfull Max Depth (ft) 1.1 1.7 1.8 1.9 3 0.7 0.8 0.9 2 Bankfull Cross Sectional Area (ft2)5.8 6.6 6 8.8 3 2.7 3.4 3.9 2 Width/Depth Ratio 3.6 24.2 25.6 42.1 3 12.7 12.3 13.3 2 Entrenchment Ratio 2 2.5 2.6 2.7 3 5.2 6.9 7 7 2 Bank Height Ratio 1 1.1 1 1.5 3 1 1 1 2 Max part size (mm) mobilized at bankfull Rosgen Classification Bankfull Discharge (cfs) Sinuosity (ft) Water Surface Slope (Channel) (ft/ft) Other 1 1.13 1.13 0.02 – 0.039 0.017 0.0183 G4 C4 C4 2.7 – 9.0 8.7 9.7 – 11.1 Table 8d. Baseline Stream Data Summary, Hip Bone Creek (ID-100059), Reach T3 Pre-Existing Condition Design Monitoring Baseline (MY0) 39 23 29 Hip Bone Creek Restoration Site KCI Associates of NC, PA DMS Project #100059 45 MY-03 Monitoring Report Dimension and Substrate MY00 MY01 MY02 MY03 MY05 MY07 MY00 MY01 MY02 MY03 MY05 MY07 MY00 MY01 MY02 MY03 MY05 MY07 Bankfull Elevation (ft) - Based on AB-Bankfull1 Area 566.3 566.4 566.3 566.4 565.6 565.6 565.6 565.7 555.7 555.7 555.8 555.8 Bank Height Ratio_Based on AB Bankfull1 Area 1.0 1.2 1.1 1.2 - - - - 1.0 1.0 1.0 0.9 Thalweg Elevation 565.5 565.7 565.5 565.7 563.7 563.8 563.8 563.8 554.6 554.7 554.8 554.9 LTOB Elevation 566.3 566.5 566.5 566.5 565.6 565.6 565.5 565.7 555.7 555.6 555.7 555.7 LTOB Max Depth (ft) 0.8 0.8 0.9 0.8 1.9 1.7 1.7 1.9 1.1 0.9 0.9 0.8 LTOB Cross Sectional Area (ft2) 2.1 2.1 2.8 2.9 10.9 10.9 9.9 10.4 3.9 3.9 3.6 3.0 MY00 MY01 MY02 MY03 MY05 MY07 MY00 MY01 MY02 MY03 MY05 MY07 MY00 MY01 MY02 MY03 MY05 MY07 Bankfull Elevation (ft) - Based on AB-Bankfull1 Area 555.0 555.0 555.1 555.1 550.3 550.2 550.2 550.3 549.7 549.7 549.7 549.8 Bank Height Ratio_Based on AB Bankfull1 Area - - - - 1.0 0.9 1.0 1.0 - - - - Thalweg Elevation 553.5 553.7 553.7 553.7 549.1 549.2 549.1 549.1 547.6 547.6 547.6 547.6 LTOB Elevation 555.0 555.0 555.1 555.0 550.3 550.1 550.2 550.2 549.7 549.6 549.8 549.9 LTOB Max Depth (ft) 1.5 1.4 1.4 1.3 1.1 0.9 1.1 1.1 2.1 2.1 2.2 2.3 LTOB Cross Sectional Area (ft2) 8.1 8.1 8.5 7.6 5.4 5.4 5.5 5.0 14.0 14.0 14.9 15.2 MY00 MY01 MY02 MY03 MY05 MY07 MY00 MY01 MY02 MY03 MY05 MY07 MY00 MY01 MY02 MY03 MY05 MY07 Bankfull Elevation (ft) - Based on AB-Bankfull1 Area 542.6 542.6 542.7 542.8 542.5 542.4 542.5 542.7 536.6 536.6 536.6 536.6 Bank Height Ratio_Based on AB Bankfull1 Area 1.0 1.0 1.0 1.0 - - - - 1.0 0.9 1.0 1.1 Thalweg Elevation 541.6 541.5 541.6 541.9 540.2 540.3 540.3 540.4 535.3 535.3 535.3 535.4 LTOB Elevation 542.6 542.6 542.7 542.8 542.5 542.3 542.4 542.4 536.6 536.4 536.6 536.7 LTOB Max Depth (ft) 1.1 1.1 1.2 0.8 2.2 2.0 2.1 2.0 1.4 1.1 1.3 1.3 LTOB Cross Sectional Area (ft2) 4.6 4.6 4.9 4.4 16.7 16.7 15.2 13.7 7.2 7.2 7.0 8.1 MY00 MY01 MY02 MY03 MY05 MY07 MY00 MY01 MY02 MY03 MY05 MY07 MY00 MY01 MY02 MY03 MY05 MY07 Bankfull Elevation (ft) - Based on AB-Bankfull1 Area 536.3 536.3 536.4 536.4 531.5 531.4 531.3 531.4 531.3 531.3 531.2 531.2 Bank Height Ratio_Based on AB Bankfull1 Area - - - - 1.0 0.9 1.1 1.0 - - - - Thalweg Elevation 533.7 533.7 533.9 533.8 530.2 530.3 530.0 530.1 529.0 528.9 528.8 529.0 LTOB Elevation 536.3 536.1 536.4 536.3 531.5 531.3 531.4 531.4 531.3 531.2 531.2 531.3 LTOB Max Depth (ft) 2.6 2.4 2.5 2.5 1.2 1.0 1.4 1.3 2.4 2.3 2.4 2.3 LTOB Cross Sectional Area (ft2) 20.0 20.0 20.2 18.3 7.3 7.3 7.9 7.1 20.8 20.8 19.7 22.8 Cross-Section 7 (Riffle) Station 24+62, T1-2 Cross-Section 8 (Pool) Sation 25+00, T1-2 Cross-Section 9 Riffle) Station 28+75, T1-4 Cross-Section 10 (Pool) Station 29+00, T1-4 Cross-Section 11 (Riffle) Station 34+00, T1-4 Cross-Section 12 (Pool) Station 34+37, T1-4 Table 9. Cross Section Dimensional Morphology Summary Hip Bone Creek Restoration Site (ID-100059) Cross-Section 1 (Riffle) Station 12+00, T1-1 Cross-Section 2 (Pool) Station 12+25, T1-1 Cross-Section 3 (Riffle) Station 16+25, T1-1 Cross-Section 4 (Pool) Station 16+37, T1-1 Cross-Section 5 (Riffle) 19+37 Station, T1-2 Cross-Section 6 (Pool) Station 19+62, T1-2 Hip Bone Creek Restoration Site KCI Associates of NC, PA DMS Project #100059 46 MY-03 Monitoring Report Dimension and Substrate MY00 MY01 MY02 MY03 MY05 MY07 MY00 MY01 MY02 MY03 MY05 MY07 MY00 MY01 MY02 MY03 MY05 MY07 Bankfull Elevation (ft) - Based on AB-Bankfull1 Area 548.8 548.8 548.8 548.8 548.3 548.4 548.4 548.4 544.7 544.7 544.8 544.8 Bank Height Ratio_Based on AB Bankfull1 Area 1.0 0.9 0.9 1.0 - - - - 1.0 1.0 0.9 0.9 Thalweg Elevation 548.0 547.9 547.9 547.9 547.2 547.2 547.2 0.5 544 543.8 543.9 543.9 LTOB Elevation 548.8 548.8 548.8 548.9 548.3 548.2 548.4 548.4 544.7 544.7 544.7 544.7 LTOB Max Depth (ft) 0.8 0.8 0.8 1.0 1.1 1.0 1.2 547.9 0.9 0.9 0.9 0.8 LTOB Cross Sectional Area (ft2) 3.4 3.4 3.0 3.6 4.3 4.3 4.5 4.1 3.9 3.9 3.3 3.0 MY00 MY01 MY02 MY03 MY05 MY07 Bankfull Elevation (ft) - Based on AB-Bankfull1 Area 544.2 544.1 544.1 544.2 Bank Height Ratio_Based on AB Bankfull1 Area - - - - Thalweg Elevation 542.7 542.7 542.7 542.6 LTOB Elevation 544.2 544.2 544.2 544.2 LTOB Max Depth (ft) 1.4 1.5 1.5 1.6 LTOB Cross Sectional Area (ft2) 8.6 8.6 9.3 9.2 Table 9. Cross Section Dimensional Morphology Summary Hip Bone Creek Restoration Site (ID-100059) Cross-Section 13 (Riffle) Station 317+37, T3-3 Cross-Section 14 (Pool) Station 317+50, T3-3 Cross-Section 15 (Riffle) Station 319+62, T3-3 Cross-Section 16 (Pool) Station 319+87, T3-3 Hip Bone Creek Restoration Site KCI Associates of NC, PA DMS Project #100059 47 MY-03 Monitoring Report APPENDIX D Hydrologic Data 0.0 1.0 2.0 3.0 4.0 5.0 6.0 7.0 8.0 9.0 No v - 2 2 De c - 2 2 Ja n - 2 3 Fe b - 2 3 Ma r - 2 3 Ap r - 2 3 Ma y - 2 3 Ju n - 2 3 Ju l - 2 3 Au g - 2 3 Se p - 2 3 Oc t - 2 3 No v - 2 3 Ra i n f a l l ( i n ) Date Hip Bone Creek Restoration Site 30-70 Percentile Graph WETS Station Name: Siler City 2N 2022 Rainfall 2023 Rainfall 30% Less Than 30% Greater Than Hip Bone Creek Restoration Site KCI Associates of NC, PA DMS Project #100059 49 MY-03 Monitoring Report MY1 MY2 MY3 MY4 MY5 MY6 MY7 2021 2022 2023 2024 2025 2026 2027 Annual Precip Total 38.49 21.76 38.71 WETS 30th Percentile 29.73 29.73 29.73 WETS 70th Percentile 53.88 53.88 53.88 Normal YNY Table 10. Rainfall Summary, Hip Bone Creek Restoration Site (ID-100059) MY1MY2MY3MY4MY5MY6MY7 2021 2022 2023 2024 2025 2026 2027 T1-5 none 3 5 T3-3 none 5 10 Table 11. Overbank Events , Hip Bone Creek Restoration Site (ID-100059) Gage ID MY1MY2MY3MY4MY5MY6MY7 2021 2022 2023 2024 2025 2026 2027 T1-1 (Gauge) T1-1 (Camera) Yes/90 Yes/69 Yes/199 T3-1 (Gauge) T3-1 (Camera) Yes/317Yes/205 Yes/242 Yes/39 Yes/108 Yes/30 Table 12. Stream Flow Criteria Attainment, Hip Bone Creek Restoration Site (ID-100059) Greater than 30 Days of Flow/Max Consecutive Days Reach Yes/105 Yes/218 Yes/231 Performance Standard: 12 % WETS Station: Siler City 2N Growing Season: 4/2 to 11/5 (217 days) MY1 MY2 MY3 MY4 MY5 MY6 MY7 2021 2022 2023 2024 2025 2026 2027 WM-1 5.5%22.9% 25.2% WM-2 6.0% 6.4% 8.3% WM-3 30.9% 38.5% 56.0% WM-4 5.1%12.4% 17.4% WM-5 3.2%23.4% 28.9% WM-6 19.8% 38.5% 55.5% WM-7 28.1%9.6%18.3% WM-8 2.3%22.9% 24.8% Max. Consecutive Hydroperiod (%) Monitoring Gauge Table 13. Wetland Hydrology Criteria Attainment, Hip Bone Creek Restoration Site (ID-100059) 0.0 1.0 2.0 3.0 4.0 528 529 530 531 532 533 16 - N o v - 2 2 25 - N o v - 2 2 4- D e c - 2 2 13 - D e c - 2 2 22 - D e c - 2 2 31 - D e c - 2 2 9- J a n - 2 3 18 - J a n - 2 3 27 - J a n - 2 3 5- F e b - 2 3 14 - F e b - 2 3 23 - F e b - 2 3 4- M a r - 2 3 13 - M a r - 2 3 22 - M a r - 2 3 31 - M a r - 2 3 9- A p r - 2 3 18 - A p r - 2 3 27 - A p r - 2 3 6- M a y - 2 3 15 - M a y - 2 3 24 - M a y - 2 3 2- J u n - 2 3 11 - J u n - 2 3 20 - J u n - 2 3 29 - J u n - 2 3 8- J u l - 2 3 17 - J u l - 2 3 26 - J u l - 2 3 4- A u g - 2 3 13 - A u g - 2 3 22 - A u g - 2 3 31 - A u g - 2 3 9- S e p - 2 3 18 - S e p - 2 3 27 - S e p - 2 3 6- O c t - 2 3 15 - O c t - 2 3 24 - O c t - 2 3 2- N o v - 2 3 11 - N o v - 2 3 20 - N o v - 2 3 29 - N o v - 2 3 8- D e c - 2 3 17 - D e c - 2 3 26 - D e c - 2 3 Ra i n f a l l ( i n ) St r e a m S t a g e E l e v a t i o n ( f t ) Date Hip Bone CreekRestoration Site Hydrograph Stream Gauge T1-5 Rainfall Stream Bed Elevation Stream Stage Elevation Bankfull Elevation Sensor Depth 0.0 1.0 2.0 3.0 4.0 543 544 545 16 - N o v - 2 2 25 - N o v - 2 2 4- D e c - 2 2 13 - D e c - 2 2 22 - D e c - 2 2 31 - D e c - 2 2 9- J a n - 2 3 18 - J a n - 2 3 27 - J a n - 2 3 5- F e b - 2 3 14 - F e b - 2 3 23 - F e b - 2 3 4- M a r - 2 3 13 - M a r - 2 3 22 - M a r - 2 3 31 - M a r - 2 3 9- A p r - 2 3 18 - A p r - 2 3 27 - A p r - 2 3 6- M a y - 2 3 15 - M a y - 2 3 24 - M a y - 2 3 2- J u n - 2 3 11 - J u n - 2 3 20 - J u n - 2 3 29 - J u n - 2 3 8- J u l - 2 3 17 - J u l - 2 3 26 - J u l - 2 3 4- A u g - 2 3 13 - A u g - 2 3 22 - A u g - 2 3 31 - A u g - 2 3 9- S e p - 2 3 18 - S e p - 2 3 27 - S e p - 2 3 6- O c t - 2 3 15 - O c t - 2 3 24 - O c t - 2 3 2- N o v - 2 3 11 - N o v - 2 3 20 - N o v - 2 3 29 - N o v - 2 3 8- D e c - 2 3 17 - D e c - 2 3 26 - D e c - 2 3 Ra i n f a l l ( i n ) St r e a m S t a g e E l e v a t i o n ( f t ) Date Hip Bone CreekRestoration Site Hydrograph Stream Gauge T3-3 Rainfall Sensor Depth Stream Bed Elevation Stream Stage Elevation Bankfull Elevation 0.0 1.0 2.0 3.0 4.0 566 567 568 569 570 16 - N o v - 2 2 25 - N o v - 2 2 4- D e c - 2 2 13 - D e c - 2 2 22 - D e c - 2 2 31 - D e c - 2 2 9- J a n - 2 3 18 - J a n - 2 3 27 - J a n - 2 3 5- F e b - 2 3 14 - F e b - 2 3 23 - F e b - 2 3 4- M a r - 2 3 13 - M a r - 2 3 22 - M a r - 2 3 31 - M a r - 2 3 9- A p r - 2 3 18 - A p r - 2 3 27 - A p r - 2 3 6- M a y - 2 3 15 - M a y - 2 3 24 - M a y - 2 3 2- J u n - 2 3 11 - J u n - 2 3 20 - J u n - 2 3 29 - J u n - 2 3 8- J u l - 2 3 17 - J u l - 2 3 26 - J u l - 2 3 4- A u g - 2 3 13 - A u g - 2 3 22 - A u g - 2 3 31 - A u g - 2 3 9- S e p - 2 3 18 - S e p - 2 3 27 - S e p - 2 3 6- O c t - 2 3 15 - O c t - 2 3 24 - O c t - 2 3 2- N o v - 2 3 11 - N o v - 2 3 20 - N o v - 2 3 29 - N o v - 2 3 8- D e c - 2 3 17 - D e c - 2 3 26 - D e c - 2 3 Ra i n f a l l St r e a m S t a g e E l e v a t i o n ( f t ) Date Hip Bone Creek Restoration Site Hydrograph T1-1 Stream Flow Gauge Rainfall Stream Stage Elevation Stream Bed Elevation Sensor Depth Flow Elevation Stream Flow (Camera) 57 Days Camera obscured 231 Days January 1 Camera malfunction 0.0 1.0 2.0 3.0 4.0 590 591 592 593 594 16 - N o v - 2 2 25 - N o v - 2 2 4- D e c - 2 2 13 - D e c - 2 2 22 - D e c - 2 2 31 - D e c - 2 2 9- J a n - 2 3 18 - J a n - 2 3 27 - J a n - 2 3 5- F e b - 2 3 14 - F e b - 2 3 23 - F e b - 2 3 4- M a r - 2 3 13 - M a r - 2 3 22 - M a r - 2 3 31 - M a r - 2 3 9- A p r - 2 3 18 - A p r - 2 3 27 - A p r - 2 3 6- M a y - 2 3 15 - M a y - 2 3 24 - M a y - 2 3 2- J u n - 2 3 11 - J u n - 2 3 20 - J u n - 2 3 29 - J u n - 2 3 8- J u l - 2 3 17 - J u l - 2 3 26 - J u l - 2 3 4- A u g - 2 3 13 - A u g - 2 3 22 - A u g - 2 3 31 - A u g - 2 3 9- S e p - 2 3 18 - S e p - 2 3 27 - S e p - 2 3 6- O c t - 2 3 15 - O c t - 2 3 24 - O c t - 2 3 2- N o v - 2 3 11 - N o v - 2 3 20 - N o v - 2 3 29 - N o v - 2 3 8- D e c - 2 3 17 - D e c - 2 3 26 - D e c - 2 3 Ra i n f a l l ( i n ) St r e a m S t a g e E l e v a t i o n ( f t ) Date Hip Bone Creek Restoration Site Hydrograph T3-1 Stream Flow Gauge Rainfall Sensor Depth Stream Stage Elevation Stream Bed Elevation Flow Elevation Stream Flow (Camera) 317 Days January 1 Camera obscured 0.0 1.0 2.0 3.0 4.0 -4 -3 -2 -1 0 1 2 16 - N o v - 2 2 25 - N o v - 2 2 4- D e c - 2 2 13 - D e c - 2 2 22 - D e c - 2 2 31 - D e c - 2 2 9- J a n - 2 3 18 - J a n - 2 3 27 - J a n - 2 3 5- F e b - 2 3 14 - F e b - 2 3 23 - F e b - 2 3 4- M a r - 2 3 13 - M a r - 2 3 22 - M a r - 2 3 31 - M a r - 2 3 9- A p r - 2 3 18 - A p r - 2 3 27 - A p r - 2 3 6- M a y - 2 3 15 - M a y - 2 3 24 - M a y - 2 3 2- J u n - 2 3 11 - J u n - 2 3 20 - J u n - 2 3 29 - J u n - 2 3 8- J u l - 2 3 17 - J u l - 2 3 26 - J u l - 2 3 4- A u g - 2 3 13 - A u g - 2 3 22 - A u g - 2 3 31 - A u g - 2 3 9- S e p - 2 3 18 - S e p - 2 3 27 - S e p - 2 3 6- O c t - 2 3 15 - O c t - 2 3 24 - O c t - 2 3 2- N o v - 2 3 11 - N o v - 2 3 20 - N o v - 2 3 29 - N o v - 2 3 8- D e c - 2 3 17 - D e c - 2 3 26 - D e c - 2 3 Ra i n f a l l ( i n ) Re l a t i v e G r o u n d w a t e r E l e v a t i o n ( f t ) Date Hip Bone Creek Restoration Site Hydrograph Wetland Gauge 1 Rainfall Groundwater Depth Ground Surface 12 Inches Below Ground Surface Sensor Depth Begin Growing Season April 2 End Growing Season November 5 55 Days (25.2%) 0.0 1.0 2.0 3.0 4.0 -4 -3 -2 -1 0 1 2 16 - N o v - 2 2 25 - N o v - 2 2 4- D e c - 2 2 13 - D e c - 2 2 22 - D e c - 2 2 31 - D e c - 2 2 9- J a n - 2 3 18 - J a n - 2 3 27 - J a n - 2 3 5- F e b - 2 3 14 - F e b - 2 3 23 - F e b - 2 3 4- M a r - 2 3 13 - M a r - 2 3 22 - M a r - 2 3 31 - M a r - 2 3 9- A p r - 2 3 18 - A p r - 2 3 27 - A p r - 2 3 6- M a y - 2 3 15 - M a y - 2 3 24 - M a y - 2 3 2- J u n - 2 3 11 - J u n - 2 3 20 - J u n - 2 3 29 - J u n - 2 3 8- J u l - 2 3 17 - J u l - 2 3 26 - J u l - 2 3 4- A u g - 2 3 13 - A u g - 2 3 22 - A u g - 2 3 31 - A u g - 2 3 9- S e p - 2 3 18 - S e p - 2 3 27 - S e p - 2 3 6- O c t - 2 3 15 - O c t - 2 3 24 - O c t - 2 3 2- N o v - 2 3 11 - N o v - 2 3 20 - N o v - 2 3 29 - N o v - 2 3 8- D e c - 2 3 17 - D e c - 2 3 26 - D e c - 2 3 Ra i n f a l l ( i n ) Re l a t i v e G r o u n d w a t e r E l e v a t i o n ( f t ) Date Hip Bone Creek Restoration Site Hydrograph Wetland Gauge 2 Rainfall Groundwater Depth Ground Surface 12 Inches Below Ground Surface Sensor Depth Begin Growing Season April 2 End Growing Season November 5 18 Days (8.3%) 0.0 1.0 2.0 3.0 4.0 -4 -3 -2 -1 0 1 2 16 - N o v - 2 2 25 - N o v - 2 2 4- D e c - 2 2 13 - D e c - 2 2 22 - D e c - 2 2 31 - D e c - 2 2 9- J a n - 2 3 18 - J a n - 2 3 27 - J a n - 2 3 5- F e b - 2 3 14 - F e b - 2 3 23 - F e b - 2 3 4- M a r - 2 3 13 - M a r - 2 3 22 - M a r - 2 3 31 - M a r - 2 3 9- A p r - 2 3 18 - A p r - 2 3 27 - A p r - 2 3 6- M a y - 2 3 15 - M a y - 2 3 24 - M a y - 2 3 2- J u n - 2 3 11 - J u n - 2 3 20 - J u n - 2 3 29 - J u n - 2 3 8- J u l - 2 3 17 - J u l - 2 3 26 - J u l - 2 3 4- A u g - 2 3 13 - A u g - 2 3 22 - A u g - 2 3 31 - A u g - 2 3 9- S e p - 2 3 18 - S e p - 2 3 27 - S e p - 2 3 6- O c t - 2 3 15 - O c t - 2 3 24 - O c t - 2 3 2- N o v - 2 3 11 - N o v - 2 3 20 - N o v - 2 3 29 - N o v - 2 3 8- D e c - 2 3 17 - D e c - 2 3 26 - D e c - 2 3 Ra i n f a l l ( i n ) Re l a t i v e G r o u n d w a t e r E l e v a t i o n ( f t ) Date Hip Bone Creek Restoration Site Hydrograph Wetland Gauge 3 Rainfall Groundwater Depth Ground Surface 12 Inches Below Ground Surface Sensor Depth Begin Growing Season April 2 End Growing Season November 5 122 Days (56.0%) 0.0 1.0 2.0 3.0 4.0 -4 -3 -2 -1 0 1 2 16 - N o v - 2 2 25 - N o v - 2 2 4- D e c - 2 2 13 - D e c - 2 2 22 - D e c - 2 2 31 - D e c - 2 2 9- J a n - 2 3 18 - J a n - 2 3 27 - J a n - 2 3 5- F e b - 2 3 14 - F e b - 2 3 23 - F e b - 2 3 4- M a r - 2 3 13 - M a r - 2 3 22 - M a r - 2 3 31 - M a r - 2 3 9- A p r - 2 3 18 - A p r - 2 3 27 - A p r - 2 3 6- M a y - 2 3 15 - M a y - 2 3 24 - M a y - 2 3 2- J u n - 2 3 11 - J u n - 2 3 20 - J u n - 2 3 29 - J u n - 2 3 8- J u l - 2 3 17 - J u l - 2 3 26 - J u l - 2 3 4- A u g - 2 3 13 - A u g - 2 3 22 - A u g - 2 3 31 - A u g - 2 3 9- S e p - 2 3 18 - S e p - 2 3 27 - S e p - 2 3 6- O c t - 2 3 15 - O c t - 2 3 24 - O c t - 2 3 2- N o v - 2 3 11 - N o v - 2 3 20 - N o v - 2 3 29 - N o v - 2 3 8- D e c - 2 3 17 - D e c - 2 3 26 - D e c - 2 3 Ra i n f a l l ( i n ) Re l a t i v e G r o u n d w a t e r E l e v a t i o n ( f t ) Date Hip Bone Creek Restoration Site Hydrograph Wetland Gauge 4 Rainfall Sensor Depth Groundwater Depth Ground Surface 12 Inches Below Ground Surface Begin Growing Season April 2 End Growing Season November 5 38 Days (17.4%) 0.0 1.0 2.0 3.0 4.0 -4 -3 -2 -1 0 1 2 16 - N o v - 2 2 25 - N o v - 2 2 4- D e c - 2 2 13 - D e c - 2 2 22 - D e c - 2 2 31 - D e c - 2 2 9- J a n - 2 3 18 - J a n - 2 3 27 - J a n - 2 3 5- F e b - 2 3 14 - F e b - 2 3 23 - F e b - 2 3 4- M a r - 2 3 13 - M a r - 2 3 22 - M a r - 2 3 31 - M a r - 2 3 9- A p r - 2 3 18 - A p r - 2 3 27 - A p r - 2 3 6- M a y - 2 3 15 - M a y - 2 3 24 - M a y - 2 3 2- J u n - 2 3 11 - J u n - 2 3 20 - J u n - 2 3 29 - J u n - 2 3 8- J u l - 2 3 17 - J u l - 2 3 26 - J u l - 2 3 4- A u g - 2 3 13 - A u g - 2 3 22 - A u g - 2 3 31 - A u g - 2 3 9- S e p - 2 3 18 - S e p - 2 3 27 - S e p - 2 3 6- O c t - 2 3 15 - O c t - 2 3 24 - O c t - 2 3 2- N o v - 2 3 11 - N o v - 2 3 20 - N o v - 2 3 29 - N o v - 2 3 8- D e c - 2 3 17 - D e c - 2 3 26 - D e c - 2 3 Ra i n f a l l ( i n ) Re l a t i v e G r o u n d w a t e r E l e v a t i o n ( f t ) Date Hip Bone Creek Restoration Site Hydrograph Wetland Gauge 5 Rainfall Groundwater Depth Ground Surface 12 Inches Below Ground Surface Sensor Depth Begin Growing Season April 2 End Growing Season November 5 63 Days (28.9%) Gauge damaged by wildlife 0.0 1.0 2.0 3.0 4.0 -4 -3 -2 -1 0 1 2 16 - N o v - 2 2 25 - N o v - 2 2 4- D e c - 2 2 13 - D e c - 2 2 22 - D e c - 2 2 31 - D e c - 2 2 9- J a n - 2 3 18 - J a n - 2 3 27 - J a n - 2 3 5- F e b - 2 3 14 - F e b - 2 3 23 - F e b - 2 3 4- M a r - 2 3 13 - M a r - 2 3 22 - M a r - 2 3 31 - M a r - 2 3 9- A p r - 2 3 18 - A p r - 2 3 27 - A p r - 2 3 6- M a y - 2 3 15 - M a y - 2 3 24 - M a y - 2 3 2- J u n - 2 3 11 - J u n - 2 3 20 - J u n - 2 3 29 - J u n - 2 3 8- J u l - 2 3 17 - J u l - 2 3 26 - J u l - 2 3 4- A u g - 2 3 13 - A u g - 2 3 22 - A u g - 2 3 31 - A u g - 2 3 9- S e p - 2 3 18 - S e p - 2 3 27 - S e p - 2 3 6- O c t - 2 3 15 - O c t - 2 3 24 - O c t - 2 3 2- N o v - 2 3 11 - N o v - 2 3 20 - N o v - 2 3 29 - N o v - 2 3 8- D e c - 2 3 17 - D e c - 2 3 26 - D e c - 2 3 Ra i n f a l l ( i n ) Re l a t i v e G r o u n d w a t e r E l e v a t i o n ( f t ) Date Hip Bone Creek Restoration Site Hydrograph Wetland Gauge 6 Rainfall Sensor Depth Groundwater Depth Ground Surface 12 Inches Below Ground Surface Begin Growing Season April 2 End Growing Season November 5 121 Days (55.5%) 0.0 1.0 2.0 3.0 4.0 -4 -3 -2 -1 0 1 2 16 - N o v - 2 2 25 - N o v - 2 2 4- D e c - 2 2 13 - D e c - 2 2 22 - D e c - 2 2 31 - D e c - 2 2 9- J a n - 2 3 18 - J a n - 2 3 27 - J a n - 2 3 5- F e b - 2 3 14 - F e b - 2 3 23 - F e b - 2 3 4- M a r - 2 3 13 - M a r - 2 3 22 - M a r - 2 3 31 - M a r - 2 3 9- A p r - 2 3 18 - A p r - 2 3 27 - A p r - 2 3 6- M a y - 2 3 15 - M a y - 2 3 24 - M a y - 2 3 2- J u n - 2 3 11 - J u n - 2 3 20 - J u n - 2 3 29 - J u n - 2 3 8- J u l - 2 3 17 - J u l - 2 3 26 - J u l - 2 3 4- A u g - 2 3 13 - A u g - 2 3 22 - A u g - 2 3 31 - A u g - 2 3 9- S e p - 2 3 18 - S e p - 2 3 27 - S e p - 2 3 6- O c t - 2 3 15 - O c t - 2 3 24 - O c t - 2 3 2- N o v - 2 3 11 - N o v - 2 3 20 - N o v - 2 3 29 - N o v - 2 3 8- D e c - 2 3 17 - D e c - 2 3 26 - D e c - 2 3 Ra i n f a l l ( i n ) Re l a t i v e G r o u n d w a t e r E l e v a t i o n ( f t ) Date Hip Bone Creek Restoration Site Hydrograph Wetland Gauge 7 Rainfall Groundwater Depth Ground Surface 12 Inches Below Ground Surface Sensor Depth Begin Growing Season April 2 End Growing Season November 5 40 Days (18.3%) 27 Days (12.4%) 0.0 1.0 2.0 3.0 4.0 -4 -3 -2 -1 0 1 2 16 - N o v - 2 2 25 - N o v - 2 2 4- D e c - 2 2 13 - D e c - 2 2 22 - D e c - 2 2 31 - D e c - 2 2 9- J a n - 2 3 18 - J a n - 2 3 27 - J a n - 2 3 5- F e b - 2 3 14 - F e b - 2 3 23 - F e b - 2 3 4- M a r - 2 3 13 - M a r - 2 3 22 - M a r - 2 3 31 - M a r - 2 3 9- A p r - 2 3 18 - A p r - 2 3 27 - A p r - 2 3 6- M a y - 2 3 15 - M a y - 2 3 24 - M a y - 2 3 2- J u n - 2 3 11 - J u n - 2 3 20 - J u n - 2 3 29 - J u n - 2 3 8- J u l - 2 3 17 - J u l - 2 3 26 - J u l - 2 3 4- A u g - 2 3 13 - A u g - 2 3 22 - A u g - 2 3 31 - A u g - 2 3 9- S e p - 2 3 18 - S e p - 2 3 27 - S e p - 2 3 6- O c t - 2 3 15 - O c t - 2 3 24 - O c t - 2 3 2- N o v - 2 3 11 - N o v - 2 3 20 - N o v - 2 3 29 - N o v - 2 3 8- D e c - 2 3 17 - D e c - 2 3 26 - D e c - 2 3 Ra i n f a l l ( i n ) Re l a t i v e G r o u n d w a t e r E l e v a t i o n ( f t ) Date Hip Bone Creek Restoration Site Hydrograph Wetland Gauge 8 Rainfall Sensor Depth Groundwater Depth Ground Surface 12 Inches Below Ground Surface Begin Growing Season April 2 End Growing Season November 5 54 Days (22.9%).8 Gauge damaged by wildlife Hip Bone Creek Restoration Site KCI Associates of NC, PA DMS Project #1000059 62 MY-03 Monitoring Report APPENDIX E Project Timeline and Contact Info Hip Bone Creek Restoration Site KCI Associates of NC, PA DMS Project #1000059 63 MY-03 Monitoring Report Activity or Report Data Collection Complete Actual Completion or Delivery Project Instituted April 23, 2018 Mitigation Plan March 17, 2020 Final Design - Construction Plans March 17, 2020 Construction Grading Completed April 16, 2021 Planting Completed April 30, 2021 Baseline Monitoring/Report May 2021 July 2021 Vegetation Monitoring May 14, 2021 Stream Survey May 21,2021 Year 1 Monitoring December 2021 January 2022 Vegetation Monitoring November 17, 2021 Stream Survey December 13, 2021 Invasive Treatment July 28, 2022 Year 2 Monitoring November 2022 December 2022 Vegetation Monitoring August 22, 2022 Stream Survey July 15, 2022 Invasive Treatment June 19, 2023 Year 3 Monitoring December 2023 January 2024 Vegetation Monitoring June 14, 2023 Stream Survey July 17, 2023 Table 14. Project Activity & Reporting History Hip Bone Creek Restoration Site (ID-100059) Hip Bone Creek Restoration Site KCI Associates of NC, PA DMS Project #1000059 64 MY-03 Monitoring Report Table 15. Project Contacts Hip Bone Creek Restoration Site (ID-100059) Design Firm KCI Associates of North Carolina, PA 4505 Falls of Neuse Road Suite 400 Raleigh, NC 27609 Contact: Mr. Adam Spiller Phone: (919) 278-2514 Fax: (919) 783-9266 Construction Contractor Chatham Civil Contracting 811 Archie Johnson Road Siler City, NC 27344 Contact: Mr. Stephen James Phone: (919)704-4442 Planting Contractor Shenandoah Habitats 1983 Jefferson Highway Waynesboro, VA 22980 Contact: Mr. David Coleman Phone: (540) 941-0067 Monitoring Performers KCI Associates of North Carolina, PA 4505 Falls of Neuse Road Suite 400 Raleigh, NC 27609 Contact: Mr. Adam Spiller Phone: (919) 278-2514 Fax: (919) 783-9266