Loading...
HomeMy WebLinkAbout20100425 Ver 2_Year 4 Monitoring Report_201506092u1D 0�2S tiZ Soil & Environmental Consultants, PA 841' Falls of Meuse Road, Suite 104, Raleigh, NC 27615 - Phone: (919) 846 -5900 - Fax. (919) 846 -9467 sandec.com To: w& � 1 0's o Nlai I N&(- We Transmit to you Herewith: ❑ Drawings ❑ Specifications ❑ Brochures or photos ❑ Correspondence ❑ As per your request Transmittal Project #: I ( q ' Date: O- l Project Name: owR+ ►D- o�a��. a? r 5 tam e zat�y\ File: ❑ For your information and files For comment or approval ❑ Returned for correction, resubmit ❑ Approved as noted Under Separate Cover: [J By mail ❑ By courier ❑ By express No. Copies Document No. Date Description I owR+ ►D- o�a��. (� -a- �� N -`f N sec 'hfOVA Remarks: If enclosures are not as listed as above, kindly notify us at once. BY: cc: �n i is r. Al y r d � � � 7!', 3C G• -.w.. tr �� �' .',�. n�r�s",y A 3 �. - pgv�"oT� f Y L�� '.A14' ���..+"��1�'�. < 1 �'� ^`� It 'J•�^ L��i `` � •t �� y fS < ,rYY' �:'}yc*c,..J�t+�° v3r AT -ti +�+ •. l` + r ,•r .r S3J� ! I��k � 'f1,Y, tip � }'� 1� r .�1- � �� -.1• k �� + ,.. I / : ,'A' r+•,ff �. A� .3),�" S r 1 r�,y, t A�, r� f��t�1 h �.1 r S& EC June 2, 2015 Environmental Consultants, PA Road • Raleigh, North Carolina 27614 • Phone: (919) 846 -5900 • Fax: (919) 846 -9467 www.Sand.EC.com S &EC Project No. 11609.D1 NCSU Project No. 082059 NCDENR — DWQ Attn: Ms. Cherri Smith 1650 Mail Service Center Raleigh, North Carolina 27699 -1650 Reference: Year Four Monitoring Report NCSU Centennial Campus N -4 Cluster Stream Restoration Wake County, NC DWQ Project No. 10 -0425, Ver. 2 Enclosed please find the Year Four Monitoring Report for the above referenced project. As you will find in the report, it is our opinion that the stream and its 50 -foot riparian buffer continue to function as intended. We will be happy to discuss the site in more detail at your convenience. Please review the enclosed document and provide any comments at your earliest opportunity. We thank you for your assistance to date and look forward to the continued success of this project. Sincerely, SOIL & ENVIRONMENTAL CONSULTANTS, PA David Gainey Project Manager Attachments: Year Four Monitoring Report dated June 2015 Cc: Ms. Lynn Swank, North Carolina State University Table of Contents 1.0 Introduction ...................................................................................................... ..............................1 1.1 Introduction .......................................................................................... ..............................1 1.2 Project History ...................................................................................... ..............................1 1.3 Project Components .............................................................................. ..............................1 2.0 Monitoring ....................................................................................................... ............................... 2 2.1 Methodology ......................................................................................... ............................... 2 2.1.1 Hydrologic Monitoring .......................................................... ............................... 2 2.1.2 Stream Stability Monitoring ................................................. ............................... 2 2.1.3 Qualitative Vegetation Monitoring ....................................... ............................... 3 2.1.4 Qualitative Aquatic Organism Monitoring .......................... ............................... 3 2.2 Results .................................................................................................. ............................... 3 2.2.1 Hydrologic Monitoring Results ............................................. ............................... 3 2.2.2 Stream Stability Monitoring Results .................................... ............................... 4 2.2.3 Qualitative Vegetation Monitoring Results ......................... ............................... 4 2.2.4 Qualitative Aquatic Organism Monitoring Results ............ ............................... 5 2.3 Evaluation of Restoration Success ...................................................... ............................... 5 Figure 1— USGS Vicinity Map Appendix A — Monitoring Task Schedule Appendix B — Monitoring Layout Appendix C — Hydrology and Rainfall Data Appendix D — Cross Sections at Restoration Reach Gauge Locations Appendix E — Comparative Site Photos Appendix F — As -Built Survey (By Turner Land Surveying, PLLC) 1.0 INTRODUCTION 1.1 Introduction This monitoring report has been prepared by Soil & Environmental Consultants, PA (S &EC) to present and evaluate site monitoring data for the period July 2014 through May 2015 for the North Carolina State University (NCSU) Centennial Campus N -4 Cluster Stream Restoration project located in Raleigh, Wake County, North Carolina. The restored stream drains to an unnamed tributary of Lake Raleigh/Walnut Creek (B; NSW) in the Neuse River Basin (030402, 27- 34- (3.5). A vicinity map is included as Figure 1. As a condition of approval of the 401 Water Quality Certification (dated November 30, 2010), the North Carolina Department of Environment and Natural Resources, Division of Water Resources (DWR) requested that this project be monitored for a period of five (5) consecutive years. This monitoring report provides data collected during the fourth year of the five year monitoring period. 1.2 Project History North Carolina State University restored a portion of stream at the NCSU Centennial Campus N -4 Cluster Site, consisting of approximately 142 linear feet (LF) of previously degraded channel, and the construction of an additional 49 LF of stream following the removal of an existing pipe. Construction Drawings for the stream restoration were prepared by Little & Little Landscape Architects, PLLC of Raleigh, NC. In March 2011, prior to construction, S &EC installed a reference hydrology monitoring gauge upstream of the restoration reach, and a rain gauge on -site. Construction of the stream restoration was performed by Riverworks, Inc. of Cary, NC between July 2011 and August 2011. Construction oversight was provided by Little & Little Landscape Architects. Following construction, an as -built survey of the restored stream was performed by Turner Land Surveying, PLLC of Raleigh, NC in August, 2011. For reference, this survey is provided as Appendix F. Subsequently, hydrology gauges were installed within the restoration reach, and monitoring of the restored stream and buffers by S &EC began in August 2011. Planting of woody vegetation as per the approved planting plan was performed by NCSU in November, 2011. 1.3 Project Components As described on the approved Construction Drawings, restoration of the N -4 Cluster stream included (but was not limited to) a restored dimension, pattern, and profile of the stream, the installation of rock structures to provide for grade control and improve bed form, construction of a concrete sill at the upstream end of the restoration, and installation of an impervious geomembrane to reduce the potential for the loss of channel hydrology of the restoration reach. Prior to restoration of the stream, the stream buffer and surrounding area was covered with Kudzu (Pueraria lobata). As part of the restoration, this invasive species was removed from the restored reach, the upstream buffer, and the surrounding area to prevent future invasion. The 50 -foot stream buffer of the restoration reach was then planted with woody tree and shrub species and seeded with herbaceous ground cover. 2.0 MONITORING The purpose of monitoring of the restored stream and buffer is to document the overall effectiveness of the restoration, including stream stability, comparative hydrology of the upstream reference reach and the restored reach, and the success of planted vegetation and absence of invasive species. Site monitoring will be performed for a period of five years or until approval is given by DWR to discontinue monitoring. This report serves as the Year Four Monitoring report. As per the agreed upon monitoring schedule, hydrologic data collection during Year Four was performed quarterly, and stream stability monitoring was performed (at least) annually. The monitoring frequency for Years Four and Five will also consist of quarterly hydrology data collection and annual stream stability monitoring. Monitoring reports are submitted to DWR by June I" each year. For reference, the schedule of specific required monitoring tasks is provided as Appendix A. Site monitoring dates and activities performed by S &EC during Year Four are described in the following table: Date Activity August 19, 2014 gauge download, photo monitoring, and overall site observation October 31, 2014 gauge download, photo monitoring, and overall site observation February 4, 2015 gauge download, photo monitoring, and overall site observation May 15, 2015 gauge download, photo monitoring, and overall site observation 2.1 Methodology This section includes information concerning; 1) hydrologic monitoring, 2) qualitative stream stability monitoring, 3) qualitative vegetation monitoring, and 4) qualitative aquatic organism monitoring. These data will be used for comparison with data from subsequent monitoring years. 2.1.1 Hydrologic Monitoring A total of three (3) Infinities, U.S.A. hydrology monitoring gauges were installed on the site along with a single Infinities, U.S.A. rain gauge. On March 18, 2011, prior to construction of the stream restoration, one hydrology monitoring gauge was installed immediately upstream of the restored stream reach to record hydrologic conditions adjacent to the reference reach. At this time, the rain gauge was also installed to document site rainfall. On August 26, 2011, immediately following construction of the stream restoration, two hydrology monitoring gauges were placed adjacent to the restored stream channel; one adjacent to a riffle and one adjacent to a pool. The locations of all hydrology monitoring gauges are shown in Appendix B on the Monitoring Layout (Sheet 1). Download of hydrology data from on -site gauges was performed quarterly during Year Four. 2.1.2 Stream Stability Monitoring Sixteen (16) photographic monitoring points were established to qualitatively document stream stability. The locations of these photo points are shown in Appendix B (Sheet 1). To assess continued channel stability during Year One, photographs were taken at quarterly intervals for comparison. DWR requires stream stability documentation at photographic monitoring points to 2 be performed on an annual basis during Years Two through Five. During Year Four, photographic monitoring at the established photo points was performed quarterly, in excess of the required annual documentation. 2.1.3 Qualitative Vegetation Monitoring No specific vegetation monitoring or survival criteria were established by DWR for this project; however, qualitative evaluation and observations of planted specimens, herbaceous ground cover, and invasive plant species were made during quarterly monitoring visits. 2.1.4 Qualitative Aquatic Organism Monitoring No specific benthic macro invertebrate or other aquatic organism monitoring was initially required by DWR for this project. Following Year One reporting, Mr. Eric Kulz requested qualitative evaluation of aquatic organisms be included in subsequent monitoring reports. The purpose of this is to provide an additional monitoring element by which the function of the restored stream reach may be measured. Beginning with Year Two, visual observations of aquatic organisms in and associated with the restored stream reach have been made during quarterly monitoring visits. 2.2 Results This section includes a summary and discussion of site monitoring results for hydrology, stream stability, vegetation, and aquatic organisms observed. For additional information, the interested reader is referred to the appendices. 2.2.1 Hydrologic Monitoring Results Data collected by the upstream reference gauge and the two restoration reach gauges were compared to observe the effectiveness of the impervious geomembrane in reducing hydrologic loss from the restoration reach. Unless otherwise noted, the results shown below reflect data compiled for the period July 1, 2014 through May 15, 2014. During Year Four monitoring, the water level at the upstream reference gauge has fluctuated between approximately 0.01 inches above and 1.98 inches below the ground surface in response to recorded rain events. The average water level at the reference gauge was 0.95 inch below the ground surface. Water level at restoration reach Gauge 1, adjacent to a riffle, continued to show distinct increases in response to recorded rain events. Rainfall driven water level increases greater than 5 inches were common throughout Year Four monitoring. The maximum rainfall driven water level increase at this gauge was approximately 7.5 inches. Water level at Gauge 1 fluctuated between 7.78 and 17.99 inches below the ground surface. The average water level at Gauge 1 was 15.77 inches below the ground surface, an increase of 0.99 inches in average water level from Year Three monitoring. Restoration reach Gauge 2, adjacent to a pool, continued to show more uniform hydrology, with water levels fluctuating less drastically in response to rainfall events with the exception of one heavy rainfall event in January. The maximum rainfall driven water level increase at this gauge during Year four was approximately 12.93 inches, an increase of 8.16 inches from Year Three 3 monitoring. Water level at Gauge 2 fluctuated between 9.34 and 22.48 inches below the ground surface. The average water level at Gauge 2 was 20.38 inches below the ground surface, a decrease of 1.89 inches in average water level from Year Two monitoring. Total rainfall recorded during the 2014 -2015 calendar year (June 2015 through May 2015) by the NC Climate Office LAKE weather station totaled 59.18 inches. A comparison to last year's data is not shown due to gaps in last year's data. Rainfall recorded to date during 2014 -2015 by the on -site rain gauge (June 2015 through May 2015) totaled 45.19 inches. Daily precipitation data for this period, collected by the weather station at the nearby Lake Wheeler Road Field Laboratory (Station ID LAKE), were downloaded from the State Climate Office of NC website. Hydrologic and rainfall data are presented graphically in Appendix C. For reference, cross sections (collected during Year One monitoring) at each hydrology gauge location are presented in Appendix D. 2.2.2. Stream Stability Monitoring Results Based on a comparison of photos taken during Years One, Two, Three and Four and general observation of the condition of the restored stream during monitoring visits, the stream appears to have maintained its constructed dimension, pattern, and profile with no indications of departure. Natural sediment transport and sorting of stream bed material was observed, including the formation and migration of bars and deposition of sediment. Sediment from an unknown source not apparent during site visits has deposited in pools. Riffles have become increasingly narrow, especially during the growing season when herbaceous rushes and sedges are dense. No excessive erosion around or beneath any structures or down - cutting of riffles was observed. During the May 2015 site visit, a small area of instability adjacent to a rock structure was noted. The area is currently vegetated but a repair is recommended for this area to ensure that no further instability takes place. Any repairs completed in this area will be documented and submitted to NC -DWR per the approved plan. Comparative site photographs are presented in Appendix E. The as -built survey of the restored stream reach (by Turner Land Surveying, PLLC) is provided as Appendix F. 2.2.3 Qualitative Vegetation Monitoring Results Although no specific vegetation monitoring or survival criteria were established by DWR for this project, observations of planted specimens made during quarterly monitoring visits continue to suggest a very high survival rate. The use of large, containerized trees and shrubs within the stream buffer has led to the rapid beginning of a new canopy over the restored section of stream channel. The mortality of one planted specimen was noted following Year Four monitoring. Year Three is the first year in which volunteer woody trees and shrubs were observed in the restoration reach buffer. Beneficial volunteer woody species include Black Cherry (Prunus serotina), Elderberry (.Sambucus canadensis), Wax Myrtle (Morella cerifera), River Birch 4 (Belula nigra), and at least one species of Hickory (Carya sp.), not speciated. These species have been also been observed during Year Four Monitoring. Herbaceous permanent ground cover continues to be generally vigorous and dense, and very few areas were noted to be occasionally sparse in herbaceous cover during the course of monitoring. No areas were noted to be significantly bare of vegetation during Year Four monitoring. Control of invasive species, especially Kudzu (Pueraria lobata) has been ongoing since the stream restoration. During Year Four monitoring, invasive species in and adjacent to the restored stream buffer were closely monitored and treated. The single Tree of Heaven (Ailanthus allissima) previously noted within the restored stream buffer was removed; however, new specimens sprouted from root material and have been monitored and periodically removed. Native Cattails (Typha latifolia) were treated to prevent overgrowth within the stream channel during Year Three monitoring. Small numbers of Cattails were observed growing primarily in moist areas adjacent to the stream channel, and the channel itself was colonized mainly with native rushes (Juncus effusus) and sedges (Carex.sp.). Manual and chemical treatments of invasive and undesirable species by NCSU are ongoing. 2.2.4 Qualitative Aquatic Organism Monitoring Results At the request of DWR, aquatic organisms associated with the restored stream reach were observed during quarterly monitoring. A list of species observed during Year Four monitoring is included below: Species observed in the stream Water Boatman Physid Snails Green Frog (Rana clamitans) tadpoles Dytiscid Beetles Species observed adjacent to the stream Green Frog adults Gray Treefrog (Hyla chrysoscelis) adults 2.3 Evaluation of Restoration Success — Year Four (2014 — 2015) Based on our site observations (channel morphology, buffer vegetation, and aquatic organisms) and recorded hydrology data, it is our opinion that the restored stream is functioning as intended. The stream appears stable, planted trees and shrubs in the stream buffer are large and have shown vigorous growth and very high survival, and herbaceous ground cover is dense. Biological indicators of perennial flow have begun to appear in the restored stream reach, and water in the stream was observed to be flowing during all monitoring visits during Year Four. Recorded gauge data during Year Four indicate a similar hydrologic regime as was observed in Years One, Two and Three. This, combined with the consistent presence of flowing water during this year's site visits indicates the stream will likely continue to function as intended. Based on collected data to date, the restoration effort continues to show success during monitoring Year Four. - - N Me Legend PO �,�� Nf/t J'T . i ORE AYE �J+ Ey QETT AYLr W E Project Area t a a i, Po S _ Far ont *Ots yL 7, syt� PO `lWLK OR _ JACKSON S-r �! oP � j ell gll CAlll ar- `7i X �y 3 � R,�`CFT Cyr O� ��y ap t �a N Carolina C4 UyN 7 WESTERN BLVD _ ,� a M TfS4YF estate UniVAt R -Wjh \ ReyroWs 'y o� t \ NEELEY ST ��/ MORR��� Cdfseum ►. H3ntoti fMARCOM Sr a M _ _ BILYEO t FD BRENr PROJECTAREA .. boo Hu' `t k�West Isle l'4P Forest rs�� DWE1 DRtB/! i GAT t "� ap Ba A F cam. W iP�AS� t FERN A _ r ✓d — — w cr 1 AILMO �11t1! Ur C 1 l `! t TH /STYE GIOhso4 - `A CIR 41O� �..ulrop, zso `400 64 LINEBERRYD_R d 51ERRAOq uN,� i NFS 4P o pp O i NENSLOWf DR -. - Project No. Figure 1 11609.D1 1:24,000 USGS Vicinity Map NCSU Centennial Campu 0 2,000 4,000 8,000 Project Mgr.: Feet °GC N-4 Cluster Stream Scale: Restoration Site • Soil & Environmental Consultants, PA 1° = 2,000' 2013 8412 Road. Suite 111,7. Rakigh. %( 27615 . Phnnr. (919)846.59M • F.%: (9191 " -9467 2014-05 -16 Raleigh West Quadrangle Wndcex- Appendix A — Monitoring Task Schedule Milli 111 O Appendix B - Monitoring Layout 0 NORTH SCALE 1 " = 40' 4 20 O 40 CONTOUR INTERVAL = I ' \-AREA UNDER CON5TRUCTIO NOTES: I . AS -BUILT SITE, STREAM, AND TOPOGRAPHIC DATA PROVIDED BY TURNER LAND SURVEYING, PLLC OF RALEIGH, NC. 2. PHOTO POINTS AND MONITORING GAUGES LOCATED BY 54EC USING HANDHELD GP5. 3. STREAM BUFFER LINES GENERATED BY 5*EC AS 50 -FOOT OFFSETS OF TOP OF BANK LINES FROM RESTORED REACH AS -BUILT SURVEY AND 55 -FOOT OFFSETS OF THE STREAM CENTER LINE FROM REFERENCE REACH A5 -BUILT SURVEY. STREAM BUFFER LINES ARE SHOWN APPROXIMATELY. 4. STREETS FROM WAKE COUNTY G15. 5. ALL LOCATIONS, DIMENSIONS, AND ELEVATIONS ARE APPROXIMATE. TH15 15 NOT A SURVEY. c 201 2 Soil 4 Environmental Consultants, PA. MONITORING LAYOUT Z w �_ : in a z U� QO z� z w z z� U W 111 � U z ui z O N w K uo0 w � z O � y w 5 a z w 0 z z 44 a$ w� PP LL N yC QQ N ire J 6 wul oZ Appendix C - Hydrology and Rainfall Data 4) CM.-. MN Tom M V � E L Wm � 4) N a p >% m L O° m Y E O L) E m 4-0 M m 4)a L 4) 4w m Z� D 0 ME 0 V 2 II C) LO o N T- T- 0 Ln o `cc c�a 0 co O ,L.. V LO o saupu� `.�alsM o} y4daa K-390-9L t, L-noN-SZ ti L -noN-8 L VL-noN-L L VL -noN -V t L- 13O-9z ma .c CL t L- daS -o£ 0 ■E t7 L-�S-£Z O 2 t L -daS -g L — tL -daS -6 in t L -daS -Z L- find -9Z L-6ny -6 L L -6ny -Z L L -6ny -5 VL-Inf -6Z VL-Inf -zz tL-Inf -5L t7L -Inf-8 L-In('- L c�0 a� co O L m v L Lo Q /11 N V r V � Q� O Lm AW Q� N 1■I� r 3 Om L O O ,(n � L E O 0 Em m 0 L Cl) 0 4 ZL O O u� Z o Un o LO o LO o sayoui `aajeM of yldaa 5 6- AeW-8Z 5L-Aen-LZ 5 L-AeW -17 L 5 L-ABVVL 5 L- ade -oc 5 Lady -£Z 5 L-add-9 L 5 L -ady -6 MO 5 L -jdd -Z .O L 5 L- JeW -gZ a 5 L -J8N -6 L 'L O 4-+ ■E 5 L -aew -Z L O 5 L-aeW -S �v _O N C 02 C7 Q cv � J i m m 5L-g9=j-9Z 13 Q 0) M O ,Lm n V o Un o LO o LO o sayoui `aajeM of yldaa 5 6- AeW-8Z 5L-Aen-LZ 5 L-AeW -17 L 5 L-ABVVL 5 L- ade -oc 5 Lady -£Z 5 L-add-9 L 5 L -ady -6 5 L-gaj-6 L 5 L-ga=I-Z L 5 L-gaj-S 5 L -Uef -6Z 5 L- uef-ZZ 5 L -uef -S L 5 L -uer-g 5 L -uer- L LO 0 as ca C O ,Ln V vi c3o as a� L MO 5 L -jdd -Z .O L 5 L- JeW -gZ a 5 L -J8N -6 L 'L O 4-+ ■E 5 L -aew -Z L O 5 L-aeW -S O m 5L-g9=j-9Z 13 5 L-gaj-6 L 5 L-ga=I-Z L 5 L-gaj-S 5 L -Uef -6Z 5 L- uef-ZZ 5 L -uef -S L 5 L -uer-g 5 L -uer- L LO 0 as ca C O ,Ln V vi c3o as a� L OWN% _ Q N I.I. TOM L r � E c!) 4w V N 0 � L 0 L Q. E O E V m Cl) qT L � 0 Z L me Z2 LO O LO O LO N N S040U i `aaIeM 04 41dea V L -Oea-0£ V L-09d-Z t L- noN-SZ t, L -noN-8 L t, L -noN- L L K-noN -t, K-30O-8Z t'H30-2 13 V L-t3O-1 L iii• t7 HOO-L �L v L - daS -O£ O a t L -daS -£Z O 2 = %D 10 V L-daS -6 >1 C-L-@. t.9 m X't 0 = Tool .0 UJ MllF4AMm Ipt� it �I r� I� i • I[ LO O LO O LO N N S040U i `aaIeM 04 41dea V L -Oea-0£ V L-09d-Z t L- noN-SZ t, L -noN-8 L t, L -noN- L L K-noN -t, K-30O-8Z t'H30-2 13 V L-t3O-1 L a t7 HOO-L �L v L - daS -O£ O a t L -daS -£Z O 2 V L -daS -g L 10 V L-daS -6 M t L -daS -Z t, L- 6nb-gZ t L -6ny -6 L b L -6nb-Z L t, L -6ny -5 tL-Inr-6Z VL-Inf -ZZ tL-Inf -SL V L-In f -8 vL-Inf -L M 81 co v � `t > C 4) o t c� v O � N � m � L 0 co O ` 0 O O N m o� m v L C O U) AW •i U) m 4) a O V E m m 4) In L G) AW Z ._ L 0 m MC 00 Z tC) O Lo O 0 N say:3ui `JGIBM 0141dea N 5 6- AeW-8Z 5L- AeW-�Z 9 �- AeW-v� 9 �- Aew-L 9 I - add -0£ 9 �- jdb-£Z 9 � -ady-9 � 96-AV-6 MV 9L-ady -Z i .O L 4) 5 �- aew -9Z a co C 5 -aew -6 L 'L 4w •E 9 L-aew -Z 6 O 9 � -aew -5 O 9 �- qa =-9Z IN CL CL I� 11 SEE z (D 11 gum i I� tC) O Lo O 0 N say:3ui `JGIBM 0141dea N 5 6- AeW-8Z 5L- AeW-�Z 9 �- AeW-v� 9 �- Aew-L 9 I - add -0£ 9 �- jdb-£Z 9 � -ady-9 � 96-AV-6 9 �-gaj-6 l 9 �-qaj -Z I 9 �-gaj-S 9 � -uef -6Z 9 L-uef -ZZ 9� -uef -5� 9 6 -uer-g 9 � -uer- L M m v � `t > C -a as C C V � O r m E L C� Vo MV 9L-ady -Z .O L 4) 5 �- aew -9Z a co C 5 -aew -6 L 'L 4w •E 9 L-aew -Z 6 O 9 � -aew -5 O 9 �- qa =-9Z 9 �-gaj-6 l 9 �-qaj -Z I 9 �-gaj-S 9 � -uef -6Z 9 L-uef -ZZ 9� -uef -5� 9 6 -uer-g 9 � -uer- L M m v � `t > C -a as C C V � O r m E L C� Vo 0000%o. 4 75 T CD ON a V� %ftwo M N L .Q 4) E v 00 1 r O N O� O� A+ O CL E E (0.) 4w m L 44 m Z� .r. L Vr. 0 Z 2 In O LO O LO N N smpu i `aaleM of uidea V �- noN-SZ V � -noN-8 V L-nON- � 14- noN -t, V L-100-BZ t,L-100-LZ � .O '"ERIE K-100-L = •L tL- daS -p£ O •E tq- daS-£Z O 2 t, L -daS -g L 0 V L-daS -6 G limulm t In O LO O LO N N smpu i `aaleM of uidea V �- noN-SZ V � -noN-8 V L-nON- � 14- noN -t, V L-100-BZ t,L-100-LZ � .O K-100-L = •L tL- daS -p£ O •E tq- daS-£Z O 2 t, L -daS -g L 0 V L-daS -6 G t, L -daS -Z t, L- 6nV -9Z tq-6ny-6 1 t, L -6nd-Z L tq-6ny -5 t,4 -Inf -6Z t,[-Inf -ZZ vL -Inf -SL t,[-Inf -8 vL-Inf-L M 0 CD v � `t > to — O � CD v o� CL ' m N E m V L co f I , OOMMIJ% .-. o� Q o O N `wo r N � 0.0 T000 N O� L = OO AMA N L Q E O U m L � cm Cl) m d' 0 Z� O GE V O Z 2 S � - Aew-8z 9�- AeW-Lz S L - AeW-V � S L-Aew-L S L- Jdy -oE S L- Jdy-Ez S L -Jdv-9 L S L -Jdy -6 ME SL -Jdy -Z NEINEIN immim .Q L MIN S L- Jew-gZ a so O 4w Elm S L -Jew -Z L p SL -Jew -S O m S L-ga=j-9Z limmim im Elm imisim INININ IIWAIM INISI imizi I comma I S � - Aew-8z 9�- AeW-Lz S L - AeW-V � S L-Aew-L S L- Jdy -oE S L- Jdy-Ez S L -Jdv-9 L S L -Jdy -6 LO o Un o U') o LO o N N co sayoui `nleM o} u4dea S L -gaj-6 L S L-ga=l-Z L S L-ga=j-S S L -uef -6Z S L-uef -ZZ S L-Uef -S L S L-uer-g S L -uem as coo V � ` > c C = 0 i V o a CL m E ♦nom L V co 13 SL -Jdy -Z .Q L S L- Jew-gZ a S L- Jew -6 L O 4w S L -Jew -Z L p SL -Jew -S O m S L-ga=j-9Z o LO o Un o U') o LO o N N co sayoui `nleM o} u4dea S L -gaj-6 L S L-ga=l-Z L S L-ga=j-S S L -uef -6Z S L-uef -ZZ S L-Uef -S L S L-uer-g S L -uem as coo V � ` > c C = 0 i V o a CL m E ♦nom L V co .-. 40 O N = V m L O E 1 0 To- ON .� .. TM M On L � O IWL E E � O CD V L � *0 M Z M L Z� O 2 bL -tea -o� t�L -tea -Ez K-39a-6 K-39a-z - - - K- noN-9Z K-noN-BL K-noN- L L IWAON -V K-130-8z K- 130-2 10 �L L � t L - daS -p£ O C� _ C K-daS-£z O tq- daS -g L A t L -daS -6 D t L -daS -Z t, L - find -9z tq-6ny-6 L tq-6ny-Z L K -6ny -5 tL-Inf -6Z tL-Inf -zz tL-Inf -5L tL-Inf -8 tL -Inf -L M to N to In O N �- O SOyOul `llejulem .-. O N •� O AW to 1.` TOM O � N .� m L O� 0 L 0. E E O M 4w Lm m Aw o Cl) m Z c� U) O V �= Z O 12 N 00 S �- AeW-8Z S�- AeW-�Z S � -Aevv n S �- Aew -L S � -AV-OE 5l- add-EZ S I -AV-9 6 S �-AV -6 13 S [ -ady -Z O 'i S 1- aeW -gZ G. C ._ S L-aew -6 � C C� c S jew -Z L C ■ S L-JeW -S O S �- ga�-9Z Q S 6 -ga=1-6 I S �-gaj-Z l S l-ga=j-S S 6 -uef -6Z S �- uef-ZZ SI -uef-S l S � -uer-8 S l -ueM W rt N w CO q N O sayoul `llejulell 10 LO M T- ON C > Om d� C1 � Q. a) J L 4) m 00 S �- AeW-8Z S�- AeW-�Z S � -Aevv n S �- Aew -L S � -AV-OE 5l- add-EZ S I -AV-9 6 S �-AV -6 13 S [ -ady -Z O 'i S 1- aeW -gZ G. C ._ S L-aew -6 � C C� c S jew -Z L C ■ S L-JeW -S O S �- ga�-9Z Q S 6 -ga=1-6 I S �-gaj-Z l S l-ga=j-S S 6 -uef -6Z S �- uef-ZZ SI -uef-S l S � -uer-8 S l -ueM W rt N w CO q N O sayoul `llejulell S 6 -ga=1-6 I S �-gaj-Z l S l-ga=j-S S 6 -uef -6Z S �- uef-ZZ SI -uef-S l S � -uer-8 S l -ueM W rt N w CO q N O sayoul `llejulell Appendix D — Cross Sections at Restoration Reach Gauge Locations Z QO Q Z pOO ,jUQ LU w 02 O � � J ct� — U J Z L QM/ U z O O O O OLn O � (4904) NOUVA11:1 W O m O 0 co O O r O O <9 O O o z + p o � Q O + O m 0 0 N O O O O O O o O Ln N O m m U I 6� M m U' m c O m O FU M O U 3 O 4� N u m 62 X f w 0 D Q C� J w Z z _ Q co u� N w U Q w C, i Q Z O O O O OLn O � (4904) NOUVA11:1 W O m O 0 co O O r O O <9 O O o z + p o � Q O + O m 0 0 N O O O O O O o O Ln N O m m U I 6� M m U' m c O m O FU M O U 3 O 4� N u m 62 X f z O 1Q- � z z p0O T) U Q � lu U 0 QN w � O � U � J Q O � O Q U z O °o O Ln °0 0 in — (1904) NOIl` ATP 0 0 N N + O + O O_ 0 O + O O + O 0 O � O O O O z + C) O � Q H L O O V N N U I C.1 M m O N W O C� 3 O N N ca + O O p� D �a m 0 0 + O O � N N � o x 0 0 0 O 0 0 0 N J W z z _ N W Q tt U Ln z N ui U � Q W > z O °o O Ln °0 0 in — (1904) NOIl` ATP 0 0 N N + O + O O_ 0 O + O O + O 0 O � O O O O z + C) O � Q H L O O V N N U I C.1 M m O N W O C� 3 O N N ca + O O p� D �a m 0 0 + O O � N N � o x 0 0 0 O 0 0 0 N Appendix E — Comparative Site Photos NCSU Centennial Campus Stream Restoration Site Soil & Environmental Consultants, PA Photo Point 1 — Reference Reach, Lookine Upstream August 19, 2014 February 4, 2015 Page 1 of 16 June 2015 Project No. 11609.13 1 October 31, 2014 May 15, 2015 NCSU Centennial Campus Stream Restoration Site Soil & Environmental Consultants, PA Photo Point 2 — Reference Reach, Looking Downstream August 19, 2014 February 4, 2015 Page 2 of 16 June 2015 Project No. 11609.D1 October 31, 2014 May 5, 2015 NCSU Centennial Campus Stream Restoration Site Soil & Environmental Consultants, PA Photo Point 3 — Overall Reference Reach, Lookine Upstream August 19, 2014 February 4, 2015 Page 3 of 16 June 2015 Project No. 11609.1) 1 October 31, 2014 May 15, 2015 NCSU Centennial Campus Stream Restoration Site Soil & Environmental Consultants. PA Photo Point 4 — Overall Restoration Reach, Lookine Downstream August 19, 2014 February 4, 2015 Page 4 of 16 June 2015 Project No. 11609.D1 October 31, 2014 May 15, 2015 NCSU Centennial Campus Stream Restoration Site Soil & Environmental Consultants, PA Photo Point 5 — Unger Restoration Reach, Looking Upstream August 19, 2014 February 4, 2015 Page 5 of 16 June 2015 Project No. 11609.131 October 31, 2014 May 15, 2015 NCSU Centennial Campus Stream Restoration Site Soil & Environmental Consultants, PA Photo Point 6 — Uuaer Restoration Reach, Lookin¢ Downstream August 19, 2014 February 4, 2015 Page 6 of 16 June 2015 Project No. 11609.DI October 31, 2014 May 15, 2015 NCSU Centennial Campus Stream Restoration Site Soil & Environmental Consultants, PA Photo Point 7 — Central Restoration Reach, Lookiniz Upstream August 19, 2014 February 4, 2015 Page 7 of 16 June 2015 Project No. 11609.1)1 October 31, 2014 May 15, 2015 NCSU Centennial Campus Stream Restoration Site Soil & Environmental Consultants. PA Photo Point 8 — Central Restoration Reach, Looking Downstream August 19, 2014 February 4, 2015 Page 8 of 16 June 2015 Project No. 11609.D1 October 31, 2014 Mav 15, 2015 NCSU Centennial Campus Stream Restoration Site Soil & Environmental Consultants, PA Photo Point 9 — Stormwater Swale, Looking Unstream August 19, 2014 February 4, 2015 Page 9 of 16 June 2015 Project No. 11609.131 October 31, 2014 May 15, 2015 NCSU Centennial Campus Stream Restoration Site Soil & Environmental Consultants, PA Photo Point 10 — Stormwater Swale, Looking Downstream August 19, 2014 February 4, 2015 Page 10 of 16 June 2015 Project No. 11609.D1 October 31, 2014 May 1.5, 2015 NCSU Centennial Campus Stream Restoration Site Soil & Environmental Consultants, PA Photo Point 11— Lower Restoration Reach, Lookine Upstream August 19, 2014 February 4, 2015 Page 11 of 16 June 2015 Project No. 11609.D1 October 31, 2014 May 15, 2015 NCSU Centennial Campus Stream Restoration Site Soil & Environmental Consultants, PA Photo Point 12 — Lower Restoration Reach, Looldne Downstream August 19, 2014 February 4, 2015 Page 12 of 16 June 2015 Project No. 11609.131 October 31, 2014 May 15, 2015 NCSU Centennial Campus Stream Restoration Site Soil & Environmental Consultants, PA Photo Point 13 — Downstream End of Restoration Reach, Looking Upstream August 19, 2014 February 4, 2015 Page 13 of 16 June 2015 Project No. 11609.D1 October 31, 2014 May 15, 2015 NCSU Centennial Campus Stream Restoration Site Soil & Environmental Consultants, PA Photo Point 14 — Overall Restoration Reach, Looking Upstream August 19, 2014 February 4, 2015 Page 14 of 16 June 2015 Project No. 11609.D1 October 31, 2014 May 15, 2015 NCSU Centennial Campus Stream Restoration Site Soil & Environmental Consultants, PA Photo Point 15 — Level Spreader August 19, 2014 February 4, 2015 Page 15 of 16 June 2015 Project No. 11609.1) 1 October 31, 2014 May 15, 2015 NCSU Centennial Campus Stream Restoration Site Soil & Environmental Consultants. PA Photo Point 16 — Level Spreader and Grassed Swale August 19, 2014 February 4, 2015 Page 16 of 16 June 2015 Project No. 11609.131 October 31, 2014 May 15, 2015 �1 y r a C CD �C r r I Mo c� w C C v7' n "Ap .I NOT TO SCALE SITE NCa7 4 MvoilUOEI MaOINr RE06iplD Fa010a01IL IA+e 6URK+U M M RSIE 0E NC1+IN E/iI+01M M6QICEKAY TIESr TIE wra el0eal ae nea wuwo. w ma W unEx w wncaNau.. n SIIa000MTE aYDOOFEEIE REPREiNta11011 CFrnwr rlN mNaNeR:tEO wrr1E Fein, e6o tNar TtE BEnalua D�awm aR aevaTww elww TlauaRE aawaT corcnKtw Exmr W!E YRSrnea Yotc9 Ne�aN. wnNau w oR1orRE eoY3ruRT. Rl06tFAlKRI NIReeR aNOBU[ t+Re � wr o OC�r7pD /pa \sl IM+. DE7ERALNOTE3 +. au Derna.TS ala NaaxanrL uaESe orNEEm+sE rarw '+IRM+�3c a�`.watgNasauar.. arts eo.rr.r.aN Y Ncw YoNUeY. s. r+c wn of eFARUOe a Nc sr.rE rw.E aRO o9orowr,n:s WgR+�SIwTYY see DF DoElnot a N!2Y Yowtcrrs 4Mi#• N Ea)l+SIUBR, E1iIL1Y�eF un laY4ufltnE. >u ewiN- r.E2.ws.au. u,uvr. eoaewrr vets FROYOW) SY tNE OESq+eR a TMe W V eMDT ldI IlCCIOStICN, BYES. DN CONrtvN{EB.NO 000+IDr cover as.tiESS+1PNO REOWE+4+rts �— 2fo10 MYdlCIIO+Ia au rnoesaECnae.ue +mN ro RKFO aatc n'ec.n Dolv+atRE.Yn oWYDc N�R�N MTV uNneYSn' RN0011 NL FrvemawO. Ra: LMY, MC e++sNwaom 0F» trmeatmte uVeaEilrE aFawtECruasF+.v�w MW' No mEMEI — AS -BUILT SURVEY OF STREAM RESTORATION CENTENNIAL CAMPUS -N4 CLUSTER WAKE COUNTY TCP 33a [ Is a • O6 � 1 '6 �. MDN77e r9nE v E Lf.CR l'�R *�� 72911^ `a B+ 40v f. l2a.at SEE SNCET 2 1 wr� 32S ?y av% SOS SIL' �- La.36Ti u - "t' . TREE INE - M']' +3Ti�9i Y 1 v l SiES SFE 4ER) J � �Sy F lE�: �7� i1 is FIr - 2T.aa iOR WTRI Mt — TINLWED _ _ — TOP OF 5MK x n _F`dfL SPRE*DEtt A°^v •.,I / 1 - -_+� TDE OF eawK ° y 5'F IN>E7 SHEET 2 - + - _..++r ' diyRLC vir .2 C � _. ------ _INER LWs s;= RFAAP �Npv� 13RAlINDE MFT+rKIIE OVl- i2i +.Jv -A Emu f INDEX SHEET 1 - TITLE, VICINITY MAP, PLAN VIEW b PROFILE SHEET 2 - CROSS SECTIONS 1 a 2, LEVEL SPREADER INSET q 33. ec2+z �excP sPUriE. RDr '- e• m may a - 53e.2. i(1, -3330: tURVER 6s -tRatT suNav ar: L.+ND StenLYMG. h':f � - rJ.e ay'.� SJRYMD NJOUSi tD't ,'jF .n 9yA 2C' D' 20' 4D' TOF-340.28 RVA. = CDMDLR INIE 1' .-SSe a3 ITT -s3s 5e i 2� s unF q�. ... - " LINK�N %l1 TII(Li D. 9 B[ PEYOVFD. - - -- y�T�' rroR�el rI ++011+a +11 I �k tK�l AS -BUILT LONGrrUDINAL PROFILE s7A 0.00 TO 2 -20 I+elt +.+T R A RY^ 3 O. wneonxllm UNDISt W FAIEWSM OMAOCLIRAW A110 OOAPIETE 1 LEGEND. 6 —TOP OF SLOPE TOE OE LINER LIMITS SUR� AXUST WIl }Y9.1.@ ROULOFR9 3N.Q o• 20' jJ6 Mg- 329.35 0 . ... ..... ..... . 33A 6 UNER WERT DATA SUR� AXUST WIl 3]075 134,87 325,95 3N.Q o• 20' jJ6 Mg- 329.35 M­ 1 o- (.1,17) Mm 32199 525w CONTOUR wERvAL _c4M 331.M 329.30 325.50 41 31111 T. 116M 33­2 M3 2. �.W 1".. CROSS WOM 11 3.0 .9 333.29 330,70 32&30 SI.— F. ..—I 411 ARn CROSS SECTION 2 0 . ... ..... ..... . 33A UNER WERT DATA C.Q 3]075 134,87 325,95 3N.Q jJ6 Mg- 329.35 M­ Mm 32199 525w 1401 _c4M 331.M 329.30 325.50 41 31111 T. 116M 33­2 M3 2. �.W 1".. 3.0 .9 333.29 330,70 32&30 SI.— F. ..—I 411 UNER WERT DATA C.Q 3]075 134,87 325,95 3N.Q 330.!9 Mg- 329.35 M­ Mm 32199 525w 1401 330.95 331.M 329.30 325.50 41 31111 3310' 11A 116M 33­2 M3 2. �.W 1".. 3.0 .9 333.29 330,70 32&30 SI.— F. ..—I