20200507 Ver 1_PCN Form Submission_20200414

DWR
Dlrlslon of Water Resources
Pre -Construction Notification (PCN) Form
April 11, 2020 Ver 3.1
Initial Review
Has this project met the requirements for acceptance in to the review process?*
r Yes
r No
Is this project a public transportation project?*
C Yes r No
Change only if needed.
BIMS # Assigned
20200507
Is a payment required for this project?*
r No payment required
r Fee received
r Fee needed - send electronic notification
Select Project Reviewer*
David May:eads\dlmay
Information for Initial Review
1a. Name of project:
Beaufort Co Community College Stormwater Wetland
1a. Who is the Primary Contact?*
David Loope
1b. Primary Contact Email:*
[e-mail]
Date Submitted
4/14/2020
Nearest Body of Water
Broad Creek
Basin
Tar -Pamlico
Water Classification
C;NSW
Site Coordinates
Latitude:
Longitude:
35.5335446
-76.9674779
A. Processing Information
County (or Counties) where the project is located:
Beaufort
Is this a NCDMS Project
r Yes r No
Is this project a public transportation project?*
r Yes r No
1a. Type(s) of approval sought from the Corps:
W Section 404 Permit (wetlands, streams and waters, Clean Water Act)
r Section 10 Permit (navigable waters, tidal waters, Rivers and Harbors Act)
Version#*
1
Reviewing Office*
Washington Regional Office - [phone]
1c. Primary Contact Phone:*
[phone]
U
1b. What type(s) of permit(s) do you wish to seek authorization?

W Nationwide Permit (NWP)
r Regional General Permit (RGP)
r Standard (IP)
1c. Has the NWP or GP number been verified by the Corps?
r Yes r No
Nationwide Permit (NWP) Number:
NWP Numbers (for multiple NWPS):
1d. Type(s) of approval sought from the DWR:
W 401 Water Quality Certification - Regular
r Non-404 Jurisdictional General Permit
r Individual Permit
18 - Minor Discharges
le. Is this notification solely for the record because written approval is not required?
For the record only for DWR 401 Certification:
For the record only for Corps Permit:
F- 401 Water Quality Certification - E)press
r Riparian Buffer Authorization
1f. Is this an after -the -fact permit application?*
r Yes r No
1g. Is payment into a mitigation bank or in -lieu fee program proposed for mitigation of impacts?
r Yes r No
1g. Is payment into a mitigation bank or in -lieu fee program proposed for mitigation of impacts?
r Yes r No
Acceptance Letter Attachment
1h. Is the project located in any of NC's twenty coastal counties?
r Yes r No
1i. Is the project located within a NC DCM Area of Environmental Concern (AEC)?
r Yes r No
1j. Is the project located in a designated trout watershed?
C Yes r No
F. Applicant Information
1d. Who is applying for the permit?
fJ Owner r Applicant (other than owner)
le. Is there an Agent/Consultant for this project?*
r Yes r No
2. Owner Information
2a. Name(s) on recorded deed:
BEAUFORT CO COMMUNITY COLLEGE
2b. Deed book and page no.:
0630/00235
2c. Responsible party:
BEAUFORT CO COMMUNITY COLLEGE
2d.Address
Street Address
5337 US 264 HWY E
Address Line 2
city
Washington
Postal / Zip Code
27889
2e. Telephone Number:
[phone]
2g. Email Address:*
[e-mail]
r Unknown
State / Rovince / Region
NC
Country
USA
2f. Fax Number:
r Yes r No
r Yes r No
u

C. Project Information and Prior Project History C")
1. Project Information
1b. Subdivision name:
(if appropriate)
1c. Nearest municipality/ town:
Washington, NC
2. ProjectctIdentification
2a. Property Identification Number:
2b. Property size:
6605-55-4470
62.86
2c. Project Address
Street Address
5337 US 264 HWY E
Address Line 2
aty
State / Province / Fbigion
Washington
NC
FPbstal / Zip Code
Country
27889
USA
3. Surface Waters
3a. Name of the nearest body of water to proposed project:*
Broad Creek
3b. Water Resources Classification of nearest receiving water:*
C;NSW
3c. What river basin(s) is your project located in?*
Tar -Pamlico
3d. Please provide the 12-digit HUC in which the project is located.
030201040105
4. Project Description and History
4a. Describe the existing conditions on the site and the general land use in the vicinity of the project at the time of this application:*
The existing stormwater ditch is located between Building 8 of BCCC and HWY 264 on the BCCC property. The ditch drains an area of 18 acres. The ditch is trapezoidal and is
maintained turf grass.
4b. Have Corps permits or DWR certifications been obtained for this project (including all prior phases) in the past?*
r Yes r No t^ Unknown
4d. Attach an 8 1/2 X 11 excerpt from the most recent version of the USGS topographic map indicating the location of the project site. (for DWR)
BCCC_topo.pdf
282.2KB
4e. Attach an 8 1/2 X 11 excerpt from the most recent version of the published County NRCS Soil Survey map depicting the project site. (for DWR)
BCCC Soil Map.pdf 544.95KB
4f. List the total estimated acreage of all existing wetlands on the property:
0
4g. List the total estimated linear feet of all existing streams on the property:
285 feet
4h. Explain the purpose of the proposed project:*
The eAsting stormwater ditch will be transformed into a stormwater wetland. The project will be comprised of two wetland cells totaling about 1/4 of an acre. The wetland cells will be
planted with a variety of herbaceous wetland plants and include shallow and deep water areas for habitat and vegetative diversity. The wetland will treat runoff from 18 acre watershed
(7 acres of impervious surfaces (roads, building and parking lots)). The wetland is designed to capture and treat a 1" storm event and the outlet structure is sized to accommodate the
100-yr storm event.
41. Describe the overall project in detail, including indirect impacts and the type of equipment to be used:*
Using grant funding, Sound Rivers, Inc., NC Sea Grant and NCSU Dept. of Biological and Agricultural Engineering are developing demonstration projects for stormwater management at
schools throught the Neuse and Tar River Basins. The projects are intended to improve water quality by removing sediment, nutrients and other pollutants. Constructing a storm water
wetland in the area will increase water storage and improve water quality treatment and sediment capture compared to wasting conditions. The wetland will also provide educational
value as it will be used by science classes at the college. A track hoe and bobcat will be used to complete the excavation and earth moving. All cut material will be hauled away from the
site or stockpiled for use by the college in future projects.
4j. Please upload project drawings for the proposed project.
BCCC _wetlands _4_8_2020.pdf
4.11 MB
5. Jurisdictional Determinations

5a. Have the wetlands or streams been delineated on the property or proposed impact areas?*
r Yes r No
r Unknown
Comments:
Desktop delineation by USACE
5b. If the Corps made a jurisdictional determination, what type of determination was made?*
r Preliminary r Approved r Not Verified r Unknown f N/A
Corps AID Number:
5c. If 5a is yes, who delineated the jurisdictional areas?
Name (if known): Emily Thompson
Agency/Consultant Company: t1SACE
Other:
5d. List the dates of the Corp jurisdiction determination or State determination if a determination was made bythe Corps or DWR
March 24, 2020 the delineation was provided based on the limits of grading foo the proposed project.
5d1. Jurisdictional determination upload
6. Future Project Plans
6a. Is this a phased project?*
r Yes r No
Are any other NWP(s), regional general permit(s), or individual permits(s) used, or intended to be used, to authorize any part of the proposed project or related activity?
NIA
[Proposed Impacts Inventory
1. Impacts Summary
la. Where are the impacts associated with your project? (check all that apply):
r Wetlands r Streams -tributaries
rO Open Waters r Pond Construction
4. Open Water Impacts
r Buffers
4a. Site # 4a7. Impact Reason 4b. Impact type 4c. Name of wat,rbody 4d. Activity type 4e. Waterbody type 4f. Impact area
Stormwater
Ditch
Stormwater Wetland
P
Ui to Broad creek
Excavation
Ditch
0.06
4g. Total temporary open water Impacts:
0.00
4g. Total open water impacts:
0.06
4g. Total permanent open water impacts:
0.06
4h. Comments:
The existing ditch will be excavated and reshaped as part of the construction of the sormwater wetland. The excavation within the limits of the ditch will
consist of 106 CY of cut and 7.5 cy of fill.
E. Impact Justification and Mitigation
1. Avoidance and Minimization
1a. Specifically describe measures taken to avoid or minimize the proposed impacts in designing the project:
This is a stormwater retrofit. An existing low quality ditch will be converted to a stromwater wetland that will provide treatment of runoff from a 18 acre
watershed.
1b. Specifically describe measures taken to avoid or minimize the proposed impacts through construction techniques:
Appropriate sized grading equipment is used in order to complete the project in a short time frame, thus minimizing disturbance through sediment and
erosion control. Measures will be taken to minimize any possible transport of sediment to downstream waters during construction.
2. Compensatory Mitigation for Impacts to Waters of the U.S. or Waters of the State
2a. Does the project require Compensatory Mitigation for impacts to Waters of the U.S. or Waters of the State?
r Yes r No

2b. If this project DOES NOT require Compensatory Mitigation, explain why:
This is a stormwater retrofit. No new development or impervious surfaces will be added to the site. The project is intended to enhance aquatic resources on the property and provide
ecosystem services of water quality improvement and habitat.
F. Stormwater Management and Diffuse Flow Plan (required by DWR) u
1. Diffuse Flow Plan
1a. Does the project include or is it adjacent to protected riparian buffers identified within one of the NC Riparian Buffer Protection Rules?
r Yes r No
If no, explain why:
Existing stormwater runoff is piped to the ditch. The existing stormwater drainage network will not be modified. The ditch will be improved by converting to a wetland.
2. Stormwater Management Plan
2a. Is this a NCDOT project subject to compliance with NCDOT's Individual NPDES permit NCS000250?*
r Yes r No
2b. Does this project meet the requirements for low density projects as defined in 15ANCAC 02H .1003(2)?
r Yes r No
2c. Does this project have a stormwater management plan (SMP) reviewed and approved under a state stormwater program or state -approved local government Stormwater
program?
r Yes
r N/A - project disturbs < 1 acre
3. Stormwater Requirements
r No
3a. Select whether a completed stormwater management plan (SMP) is included for review and approval or if calculations are provided to document the project will not cause
degradation of downstream surface waters.*
r Stormwater Management r Antidegradation
Plan Calculations
3b. Stormwater Management Plan
3c. Antidegradation Calculations:
Comments:
This project is not creating new stormwater infrastructure. Rather, the project is a stormwater retrofit intended to improve treatment of runoff from an existing stormwater source.
G. Supplementary Information f
1. Environmental Documentation
la. Does the project involve an expenditure of public (federal/state/local) funds or the use of public (federal/state) land?*
r Yes r No
1b. If you answered "yes" to the above, does the project require preparation of an environmental document pursuant to the requirements of the National or State (North Carolina)
Environmental Policy Act (NEPA/SEPA)? *
r Yes r No
Comments:*
The project is partially funded through an Environmental Enhancement Grant provided by the NC Department of Justice.
2. Violations (DWR Requirement)
2a. Is the site in violation of DWR Water Quality Certification Rules (15A NCAC 2H .0500), Isolated Wetland Rules (15A NCAC 2H .1300), or DWR Surface Water or Wetland Standards or
Riparian Buffer Rules (15A NCAC 2B .0200)?*
r Yes r No
3. Cumulative Impacts (DWR Requirement)
3a. Will this project result in additional development, which could impact nearby downstream water quality?*
r Yes r No
3b. If you answered "no," provide a short narrative description.
The proposed stormwater wetland is located on BCCC property and future development is not anticipated.
4. Sewage Disposal (DWR Requirement)
4a. Is sewage disposal required by DWR for this project?*

r' Yes a No r' WA
5. Endangered Species and Designated Critical Habitat (Corps Requirement)
5a. Will this project occur in or near an area with federally protected species or habitat?*
r Yes r No
5b. Have you checked with the USFWS concerning Endangered Species Act impacts?*
r Yes f• No
5d. Is another Federal agency involved?*
r Yes r No
5e. Is this a DOT project located within Division's 1-8?
r Yes r No
5f. Will you cut anytrees in order to conduct the work in waters of the U.S.?
r Yes r No
5g. Does this project involve bridge maintenance or removal?
r Yes r No
5h. Does this project involve the construction/installation of a wind turbine(s)?'
r Yes r No
r Unknown
51. Does this project involve (1) blasting, and/or (2) other percussive activities that will be conducted by machines, such as jackhammers, mechanized pile drivers, etc.?
r Yes r No
5j. What data sources did you use to determine whether your site would impact Endangered Species or Designated Critical Habitat?
The epsitng ditch does not provide critical habitat for the species listed for Beaufort County- https://vmw.fvos.gov/raleigh/species/cntylisVbeaufort.html
There are no designated critical habitats in this project area- https://fws.maps.arcgis.corrhome/webmap/vievver.htmi?
webmap=9d8de5e265ad4fe09893cf75b8dbfb77
Consultation Documentation Upload
6. Essential Fish Habitat (Corps Requirement)
6a. Will this project occur in or near an area designated as an Essential Fish Habitat?*
r Yes r No
6b. What data sources did you use to determine whether your site would impact an Essential Fish Habitat?*
hftps://www.habitat.noaa.gov/application/efhmpper/indexhtml
7. Historic or Prehistoric Cultural Resources (Corps Requirement)
7a. Will this project occur in or near an area that the state, federal or tribal governments have designated as having historic or cultural preservation status?*
r Yes r No
7b. What data sources did you use to determine whether your site would impact historic or archeological resources?*
NC Historic Preservation Office's HPOWEB 2.0
7c. Historic or Prehistoric Information Upload
8. Flood Zone Designation (Corps Requirement)
8a. Will this project occur in a FEMA-designated 100-year floodplain?*
r Yes r No
8c. What source(s) did you use to make the floodplain determination?*
NC FRIS - https://fris.nc.gov/fris/indexaspx?FIPS=013&ST=NC&user=General%20Public
Miscellaneous
Comments
Miscellaneous attachments not previously requested.
Signature u
*
W By checking the box and signing below, I certify that:
• I have given true, accurate, and complete information on this form;
• I agree that submission of this PCN form is a "transaction" subject to Chapter 66, Article 40 of the NC General Statutes (the "Uniform Electronic Transactions Act");

• I agree to conduct this transaction by electronic means pursuant to Chapter 66, Article 40 of the NC General Statutes (the "Uniform Electronic Transactions Act');
• I understand that an electronic signature has the same legal effect and can be enforced in the same way as a written signature; AND
• I intend to electronically sign and submit the PCN form.
Full Name:
David R. Loope
Signature
O"Flees
Date
4/14/2020

Soil Map—Beaufort County, North Carolina
(BCCC Soil Map)
Natural Resources
Conservation Service
Web Soil Survey
National Cooperative Soil Survey
3/24/2020
Page 1 of 33933500393360039337003933800393390039340003934100393420039343003934400393450039335003933600393370039338003933900393400039341003934200393430039344003934500321300321400321500321600321700321800321900322000
321300 321400 321500 321600 321700 321800 321900 322000
35° 32' 18'' N 76° 58' 18'' W35° 32' 18'' N76° 57' 45'' W35° 31' 42'' N
76° 58' 18'' W35° 31' 42'' N
76° 57' 45'' WN
Map projection: Web Mercator Corner coordinates: WGS84 Edge tics: UTM Zone 18N WGS84
0 250 500 1000 1500
Feet
0 50 100 200 300
Meters
Map Scale: 1:5,370 if printed on A portrait (8.5" x 11") sheet.
Soil Map may not be valid at this scale.
MAP LEGEND MAP INFORMATION
Area of Interest (AOI)
Area of Interest (AOI)
Soils
Soil Map Unit Polygons
Soil Map Unit Lines
Soil Map Unit Points
Special Point Features
Blowout
Borrow Pit
Clay Spot
Closed Depression
Gravel Pit
Gravelly Spot
Landfill
Lava Flow
Marsh or swamp
Mine or Quarry
Miscellaneous Water
Perennial Water
Rock Outcrop
Saline Spot
Sandy Spot
Severely Eroded Spot
Sinkhole
Slide or Slip
Sodic Spot
Spoil Area
Stony Spot
Very Stony Spot
Wet Spot
Other
Special Line Features
Water Features
Streams and Canals
Transportation
Rails
Interstate Highways
US Routes
Major Roads
Local Roads
Background
Aerial Photography
The soil surveys that comprise your AOI were mapped at
1:24,000.
Warning: Soil Map may not be valid at this scale.
Enlargement of maps beyond the scale of mapping can cause
misunderstanding of the detail of mapping and accuracy of soil
line placement. The maps do not show the small areas of
contrasting soils that could have been shown at a more detailed
scale.
Please rely on the bar scale on each map sheet for map
measurements.
Source of Map: Natural Resources Conservation Service
Web Soil Survey URL:
Coordinate System: Web Mercator (EPSG:3857)
Maps from the Web Soil Survey are based on the Web Mercator
projection, which preserves direction and shape but distorts
distance and area. A projection that preserves area, such as the
Albers equal-area conic projection, should be used if more
accurate calculations of distance or area are required.
This product is generated from the USDA-NRCS certified data as
of the version date(s) listed below.
Soil Survey Area: Beaufort County, North Carolina
Survey Area Data: Version 21, Sep 16, 2019
Soil map units are labeled (as space allows) for map scales
1:50,000 or larger.
Date(s) aerial images were photographed: Apr 20, 2015—May
15, 2017
The orthophoto or other base map on which the soil lines were
compiled and digitized probably differs from the background
imagery displayed on these maps. As a result, some minor
shifting of map unit boundaries may be evident.
Soil Map—Beaufort County, North Carolina
(BCCC Soil Map)
Natural Resources
Conservation Service
Web Soil Survey
National Cooperative Soil Survey
3/24/2020
Page 2 of 3
Map Unit Legend
Map Unit Symbol Map Unit Name Acres in AOI Percent of AOI
AaA Altavista fine sandy loam, 0 to
2 percent slopes
0.4 0.2%
CrA Craven fine sandy loam, 0 to 1
percent slopes
17.0 10.8%
CrB Craven fine sandy loam, 1 to 4
percent slopes
0.2 0.1%
CsC2 Craven clay loam, 4 to 12
percent slopes, eroded
20.0 12.8%
GoA Goldsboro fine sandy loam, 0
to 2 percent slopes
49.6 31.6%
Ly Lynchburg fine sandy loam 0.8 0.5%
Me Muckalee loam, frequently
flooded
47.3 30.2%
Ur Urban land 21.6 13.8%
Totals for Area of Interest 157.0 100.0%
Soil Map—Beaufort County, North Carolina BCCC Soil Map
Natural Resources
Conservation Service
Web Soil Survey
National Cooperative Soil Survey
3/24/2020
Page 3 of 3
USGS The National Map: National Boundaries Dataset, 3DEP ElevationProgram, Geographic Names Information System, National HydrographyDataset, National Land Cover Database, National Structures Dataset, andNational Transportation Dataset; USGS Global Ecosystems; U.S. CensusBureau TIGER/Line data; USFS Road D ata; Natural Earth Data; U.S.Department of State H umanitarian Information Unit; and NOAA NationalCenters for Environmental Information, U.S. Coastal Relief Model. Datarefreshed February, 2020.
PROJECT LOCATION
0 1,000500 Feet¯
BCCC USGS Topo Map
24.0023.0024.0023.0022.0021.0022.0021.0025.0024.0025.0025.0023.00DESIGN PLANS
SOUND RIVERS
STORMWATER WETLAND
BEAUFORT CCC
TITLE SHEET 1 OF 13
582485
#2
NCSU BAE
WEAVER ADMIN. BLD.
3100 FAUCETTE DRIVE
RALEIGH, NC 27695
919-515-6803PROJECT #
PHASE #PROJECT CONTACTSJACK KURKI-FOXEXTENSION ENGINEERNCSU BAE(919) [e-mail] DOLLPROJECT MANAGERNCSU BAE & NC SEA GRANT(919) [e-mail] DECKSOUND RIVERS(252) [e-mail] OF WASHINGTONELECTRICITY AND UTILITIES(252) 975-9300JASON SQUIRESBEAUFORT COUNTY COMMUNITY COLLEGE(252) [e-mail] INDEXSHEET #SHEET DESCRIPTION1TITLE SHEET2EXISTING CONDITIONS3SITE PREPARATION4SURVEY BENCHMARKS5PROPOSED PLAN6GRADING PLAN7PLANTING PLAN8SECTION VIEWS9SECTION VIEWS10WETLAND DETAILS11WETLAND DETAILS12S & EC DETAILS13QUANTITIES AND NOTESBEAUFORT COUNTY COMMUNITY COLLEGE WETLANDVICINITY MAP5337 US-264, WASHINGTON, NC 27889PROJECT PARTNERS:US-264PROJECT LOCATIONBCCCBLD. 8
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EASTING (FT)
ELV.JFTj
DESCRIPTION
TBM1
6557192.04
216047591.14
25.86
CENTER OF MANHOLE COVER
TBM2
655,297.35
276045278.22
21.34
REBAR STAKE NEAR TREE LINE
NOTE: ELEVATIONS FROM RELATIVE SURVEY.
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ELEVATION SUMMARY
FEATURE
ELV. FT
TOP OF BERM
23.00
FLASHBOARD INVERT
(TEMPORARY POOL)
21.75
DRAWDOWN ORIFICE INVERT
(PERMANENT POOL)
20.75
OVERFLOW WEIR 1 INVERT
22.00
OVERFLOW WEIR 2 INVERT
22.25
INFLOW RCP INVERT
22.49
LOW FLOW CHANNEL INVERT
19.75
BOTTOM DEEP POOL
18.75
BOTTOM FOREBAY
19.00
FOREBAY WEIR INVERT
21.25
MIDPOINT WEIR INVERT
20.75
CLCI.i I INIU IIN 1 r110 HIV T
EXCAVATION IN THIS VICINITY
SHALL BE COMPLETED BY
HAND
WETLAND STORAGE VOLUME
ELV. FT
STAGE (FT)
S. AREA (SF)
INC. VOL. (CF)
CUM. VOL. (CF)
20.75
0.00
9,025
0
0
21.25
0.50
9,900
4,730
4,730
21.75
1.00
10,780
5,170
9,900
22.25
1.50
11,680
5,620
15,520
22.75
2.00
12,140
6,070
21,590
23.00
2.25
12,830
3,210
24,800
INVERT ELV. = 21.25 FT
SEE DETAILS B AND D.
FOREBAY
A ELV. = 19.00 FT
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EARTH WORK SUMMARY
TOTAL CUT
800 CY
TOTAL FILL
75 CY
NET
- 725 CY
POO'
18.75
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POOL
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ELEVATION SUMMARY
FEATURE
ELV. FT
TOP OF BERM
23.00
FLASHBOARD INVERT
(TEMPORARY POOL)
21.75
DRAWDOWN ORIFICE INVERT
(PERMANENT POOL)
20.75
OVERFLOW WEIR 1 INVERT
22.00
OVERFLOW WEIR 2 INVERT
22.25
INFLOW RCP INVERT
22.49
LOW FLOW CHANNEL INVERT
19.75
BOTTOM DEEP POOL
18.75
BOTTOM FOREBAY
19.00
FOREBAY WEIR INVERT
21.25
MIDPOINT WEIR INVERT
20.75
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NOTES:
1. WETLAND CELLS SHALL BE EXCAVATED 3-4" BELOW FINISHED GRADE AND 4" OF TOPSOIL ADDED AND INCORPORATED
INTO WETLAND SUBSTRATE.
2. AS GRADING OF SIDE SLOPES AND THE BERMS IS COMPLETED, SEED AND STRAW ALL EXPOSED AREAS AT THE END
OF WORK EACH DAY. A CONTRACTOR'S SEED MIX OR MIX OUTLINED ON THE PLANTING PLAN CAN BE USED TO THIS
END.
3. THE CONTRACTOR IS RESPONSIBLE FOR PLACING SEED AND STRAW ON ANY DISTURBED AREAS THAT WERE O
PREVIOUSLY COVERED WITH TURF GRASS.
4. SEE QUANTITIES AND NOTES SHEET FOR MORE DETAIL.
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PLANTING PLAN PLANTING SPECIFICATIONSZONE: POOLS, SURFACE AREA = 1,200 SF, DENSITY = 1 STEM / 2.25 SFSYMBOLSCIENTIFIC NAMECOMMON NAMETYPESPACINGQUANTITYNYMPHAEA ODORATAFRAGRANT WATER LILY4" CONTAINER18" O.C.530NUPHAR LUTEUMSPATTERDOCK COW-LILY4" CONTAINER18" O.C.530TOTAL STEMS =1,060ZONE: SHALLOW WATER, SURFACE AREA = 6,260 SF, DENSITY = 1 STEM / 2.25 SFSYMBOLSCIENTIFIC NAMECOMMON NAMETYPESPACINGQUANTITYPONTEDERIA CORDATAPICKERELWEED4" CONTAINER18" O.C.600SCHOENOPLECTUSTABERNAMONTANISOFT STEM BULLRUSH4" CONTAINER18" O.C.500SAGITTARIA LATIFOLIABROADLEAFARROWHEAD4" CONTAINER18" O.C.600SAURURUS CERNUUSLIZARD'S TAIL4" CONTAINER18" O.C.600JUNCUS EFFUSUSSOFT RUSH4" CONTAINER18" O.C.500TOTAL STEMS =2,800ZONE: SHALLOW LAND, SURFACE AREA = 1,560 SF, DENSITY = 1 STEM / 2.25 SFSYMBOLSCIENTIFIC NAMECOMMON NAMETYPESPACINGQUANTITYEUPATORIUM FISTULOSUMJOE PYE WEED4" CONTAINER18" O.C.230LOBELIA CARDINALISCARDINAL FLOWER4" CONTAINER18" O.C.230ASCLEPIAS INCARNATASWAMP MILKWEED4" CONTAINER18" O.C.230TOTAL STEMS =690ZONE: UPLAND, SURFACE AREA = 5,900 SFSYMBOLSCIENTIFIC NAMECOMMON NAMETYPESPACINGQUANTITYEREMOCHLOA OPHIUROIDESCENTIPEDESEED1 LBS / 1000 SF6 LBSCYNODON DACTYLONBERMUDASEED7 LBS / 1000 SF42 LBSPLANTING TECHNIQUESA.INSURE THAT ROOTS, ONCE REMOVED FROM POT, ARESTRAIGHTENED AND FACE DOWNWARD.B.CREATE PLANTING AREA FOR EACH PLANT AND EXCAVATEPITC.PLACE PLANTS IN PIT INSURING ROOTS ARE FACINGCOMPLETELY DOWNWARDD.HEEL IN SOIL AROUND PLANT AND PROCEED TO NEXTPLANTING LOCATIONE.NEWLY-PLANTED PLANTS NEED TO BE FASTENED TO THESUBSTRATE FOR THE ESTABLISHMENT OF NEW ROOTSF.ROOTS SHALL BE SPREAD IN THEIR NORMAL POSITION.ALL BROKEN OR FRAYED ROOTS SHALL BE CUT OFFCLEANLY.G.THE DIAMETER OF THE PLANTING HOLES (PITS) FOR EACHPLANT SHOULD BE AT LEAST THREE TIMES THE DIAMETEROF THE ROOT MASS. SCARIFY THE PLANTING PIT PRIORTO EACH PLANT INSTALLATION.H.SET PLANTS UPRIGHT IN THE CENTER OF THE PIT. THEBOTTOM OF THE ROOT MASS SHOULD BE RESTING ONUNDISTURBED SOIL.I.PLACE BACKFILL AROUND BASE AND SIDES OF ROOTMASS, AND WORK EACH LAYER TO SETTLE BACKFILL ANDTO ELIMINATE VOIDS AND AIR POCKETS. WHEN PIT ISAPPROXIMATELY 23 FULL, WATER THOROUGHLY BEFOREPLACING REMAINDER OF THE BACKFILL. WATER AGAINAFTER PLACING FINAL LAYER OF BACKFILL.J.BROKEN OR DAMAGED PARTS WILL BE CUT BACK TOUNDAMAGED TISSUE, LEAVING AS MUCH GREEN BASALTISSUE AS POSSIBLE ABOVE THE ROOTS. IF MORE THANFIFTY PERCENT (50%) OF THE PLANT IS DAMAGED THENTHE CONTRACTOR SHALL REPLACE THAT INDIVIDUALPLANT.CONTAINER STOCK / BARE ROOTA.STOCK SHALL HAVE BEEN GROWN IN A CONTAINERLONG ENOUGH FOR THE ROOT SYSTEM TO HAVEDEVELOPED SUFFICIENTLY TO HOLD ITS SOILTOGETHER ONCE REMOVED FROM THE CONTAINER.B.CONTAINER PLANTS WILL NEED TO BE WATEREDREGULARLY AND PLACED IN SHADY CONDITIONSUNTIL PLANTING OCCURS.C.BARE ROOT PLANTS ARE FOR IMMEDIATE PLANTING,OTHERWISE SEE (D) BELOW.D.IF BARE ROOT SPECIMENS ARE NOT TO BE PLANTEDWITHIN FOUR (4) DAYS, TEMPORARY HOLDING OFBARE ROOT SPECIMENS ARE TO BE COVEREDENTIRELY BY A SUITABLE MEDIUM (ETC. SOIL,SAWDUST, MULCH OR THE LIKE) AND WATEREDREGULARLY SO AS TO NOT DRY OUT.PLANT LOCATIONSA.NEW PLANTINGS SHALL BE LOCATED WHERESHOWN ON PLAN EXCEPT WHERE CHANGES HAVEBEEN MADE IN PROPOSED CONSTRUCTION.B.NECESSARY ADJUSTMENTS SHALL BE MADE ONLYAFTER APPROVED BY THE OWNER OR PROJECTENGINEER.WATERA.BERMUDA AND CENTIPEDE GRASS SHALL BEWATERED AS NEEDED AFTER SEEDING.B.WATER WETLAND PLANTS AS NECESSARY AFTERPLANTING.C.FOLLOW PLANT SUPPLIER RECOMMENDATIONS FORWATERING FREQUENCY.D.WATER SHALL BE POTABLE AND SHALL NOTCONTAIN ELEMENTS TOXIC TO PLANT LIFE.DESIGN PLANS
SOUND RIVERS
STORMWATER WETLANDS
BEAUFORT CCC
PLANTING 7 OF 13
NCSU BAE
WEAVER ADMIN. BLD.
3100 FAUCETTE DRIVE
RALEIGH, NC 27695
919-515-6803
PROJECT PARTNERS:
582485
#2
PROJECT #
PHASE #Feet04080
ELEVATION (FT)ELEVATION (FT)STATION (FT)1819202122231819202122230+000+100+200+300+400+500+600+700+800+90POOLELV. = 18.75 FTTOP OF CHANNELELV. = 20.25 FTPERMANENT POOL ELV. = 20.75 FT3:13
:
13:1EXISTING GROUNDELEVATION (FT)ELEVATION (FT)STATION (FT)1819202122231819202122230+000+100+200+300+400+500+600+700+80DEEP POOLELV. = 18.75 FTTOP OF CHANNELELV. = 20.25 FTPERMANENT POOL ELV. = 20.75 FT3:13:13
:
1 EXISTING GROUNDELEVATION (FT)ELEVATION (FT)STATION (FT)192021222319202122230+000+100+200+300+400+500+600+703:1RIPRAP WEIRELV. = 20.75 FTTOP OF BERMELV. = 23.00 FTUNDERGROUND ELECTRIC LINECROSSES WETLAND AT THIS LOCATION.UNKNOWN DEPTH. HAND EXCAVATE.12" CLASS B RIPRAPCOORDINATE WITH PROJECTENGINEER TO ADJUST RIPRAPLAYER DEPTH AS REQUIRED TOAVOID CONFLICT WITHUNDERGROUND ELECTRICEXISTING GROUNDSECTION A-ASECTION B-BSECTION C-CNOTE - 3:1 VERTICAL EXAGGERATIONNOTE - 3:1 VERTICAL EXAGGERATIONNOTE - 3:1 VERTICAL EXAGGERATIONDESIGN PLANS
SOUND RIVERS
STORMWATER WETLANDS
BEAUFORT CCC
SECTION VIEWS 1 8 OF 13
582485
#2
NCSU BAE
WEAVER ADMIN. BLD.
3100 FAUCETTE DRIVE
RALEIGH, NC 27695
919-515-6803PROJECT #
PHASE #
PROJECT PARTNERS:
ELEVATION (FT)ELEVATION (FT)STATION (FT)192021222319202122230+000+100+200+300+400+500+60LOW FLOW CHANNELELV. = 19.75 FTTOP OF CHANNELELV. = 20.25 FTPERMANENT POOL ELV. = 20.75 FT3:1TEMPORARY POOL ELV. = 21.75 FTELEVATION (FT)ELEVATION (FT)STATION (FT)1819202122231819202122230+000+100+200+300+400+500+60DEEP POOLELV. = 18.75 FTTOP OF CHANNELELV. = 20.25 FTPERMANENT POOL ELV. = 20.75 FT3:13
:
1 TEMPORARY POOL ELV. = 21.75 FTELEVATION (FT)ELEVATION (FT)STATION (FT)18192021222324181920212223240+000+100+200+300+400+45FOREBAY BASEELV. = 19.00 FTPERMANENT POOL ELV. = 21.25 FT3:1SECTION D-DSECTION E-ESECTION F-FNOTE - 3:1 VERTICAL EXAGGERATIONNOTE - 3:1 VERTICAL EXAGGERATIONNOTE - 3:1 VERTICAL EXAGGERATIONDESIGN PLANS
SOUND RIVERS
STORMWATER WETLANDS
BEAUFORT CCC
SECTION VIEWS 2 9 OF 13
582485
#2
NCSU BAE
WEAVER ADMIN. BLD.
3100 FAUCETTE DRIVE
RALEIGH, NC 27695
919-515-6803PROJECT #
PHASE #
PROJECT PARTNERS:
DETAIL A: OUTLET STRUCTURE
2.5" ORIFICE
INVERT ELV. = 20.75 FT
UPSTREAM
20.00 FT
FLASHBOARDS TOP ELV. = 21.75
GROUND SURFACE
ELV. = 22.25 FT .00 F Y 4
. q 4 = ELV. = 22.00 FT
� 4 / 4
%
......... 4ELV. � 2V.LV AFT
q J 4 4• q/ 1 t
4. q i J q4 4 �4 4 4 4'.
q 4 / 4 -1• q /¢
..q
4 4ld 4
8" CONCRETE FOOTING
ELV. = 23.00 FT I ELV. = 22.25 FT
4.50 FT
1.00 FT
lZ�l�
20.00 FT
13.00 FT
4 .4 . q
�4.00 FT � � q.. q •_ :. 4_q 4 / ' 4 q.. � • q
ELV. = 22.25 FT ELV. = 23.00 FT
q /
•. 4 q h q 4 4
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N
4 ` 2.00 FT
q
4 .
3.50 FT
ELV. = 23.00 FT ELV. = 23.00 FT
ELV. = 22.25 FT
12" CLASS B RI PRAP
ELV. = 19.60 FT
ELV. = 19.00 FT
ELV. = 18.33 FT rlII I I I I I I I I I q
5.00 FT
GEOTEXTILE FABRIC
NOTES
SIDE
8" CIP CONCRETE WEIR
4 a ELV. = 22.00 FT
q 4 TOP FLASHBOARD. = 21.75 FT
4
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4
/
4
4 •
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q
4
¢
ELV. = 20.25 FT
I q ¢
4 4 1 q 5C q
ELV. = 19.00 FT 4 0 0
6.50 FT
4.00 FT
ELV. = 19.75 FT
USE 4000 PSI CONCRETE.
REINFORCING SHALL CONSIST OF WELDED WIRE FABRIC AND #4 REBAR @
12 IN O.C. ALL SIDES.
PROVIDE MIN. 1.5 IN COVER FOR REINFORCING STEEL ON ALL SIDES.
PROVIDE ALL REINFORCING STEEL WHICH MEETS ASTM A615
GRADE 60 AND WELDED WIRE FABRIC CONFORMING TO ASTM A185.
5. CONSTRUCTION METHODS SHALL FOLLOW ALL APPLICABLE ASTM AND ACI
2" STAINLESS STEEL OR ALUMINUM STANDARDS.
CHANNEL EMBEDDED IN CONCRETE FOR
FLASHBOARDS ALL SIDES 6. INSTALL 2 IN STAINLESS STEEL OR ALUMINUM GUIDES FOR FLASHBOARDS.
GUIDES SHALL BE EMBEDDED IN CONCRETE AS SHOWN.
7. RISER BOARDS SHALL BE PRESSURE TREATED PREMIUM GRADE DOUGLAS
FIR RATED FOR WATER CONTACT. BOARD SHALL FIT TOGETHER WITH
V-TYPE JOINT.
1.00 FT
0.66 FT (8 IN) 2'
1.00 FT
3.
8. CONTRACTOR SHALL PROVIDE TWO (2) SETS OF REPLACEMENT BOARDS.
9. INSTALL 28 IN X 2 IN FLASHBOARDS. TOP FLASHBOARD ELV. = 21.75 FT.
10. INSTALL 2.5 IN PVC ORIFICE IN BOTTOM FLASHBOARD,
INVERT ELV. = 20.75 FT.
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DETAIL B: FOREBAY WEIR CROSS SECTION
- 6 FT
ELV. = 23.00 Fl
WOVEN GEOTEXTILE FABRIC
ELV. = 23.00 FT
.1
10 FT
'ELV. =21.25FT
DETAIL C: MIDPOINT WEIR CROSS SECTION
20 FT
7 FT
RIPRAP ELV. = 20.75 FT
/— 12 INCH
8 FT -
-ELV. = 23.00 FT
LAYER CLASS B RIPRAP
WOVEN GEOTEXTILE FABRIC
12 INCH LAYER CLASS B RIPRAP
ELV. = 23.00 FT
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DETAIL D: FOREBAY WEIR PROFILE VIEW
12 INCH LAYER CLASS B RIPRAP
6.00 FT -1- 4.00 FT
RIPRAP ELV. = 21.25 FT
ELV. = 18.75 FT
WOVEN GEOTEXTILE FABRIC
5.00 FT
ELV. = 19.00 FT
12 INCH LAYER CLASS B RIPRAP
ELV. = 18.75 FT
WOVEN GEOTEXTILE FABRI(
NOT TO SCALE
UNDERGROUND ELECTRIC IN THIS
LOCATION. COORDINATE WITH PROJECT
ENGINEER TO ADJUST DEPTH OF RIPRAP
IF NECESSARY. HAND EXCAVATE IN THIS
AREA.
NOT TO SCALE
DETAIL E: MIDPOINT WEIR PROFILE
6.00 FT 6.00 FT
RIPRAP ELV. = 20.75 FT
6.00 FT
UNDERGROUND ELECTRIC IN THIS
LOCATION. COORDINATE WITH PROJECT
ENGINEER TO ADJUST DEPTH OF RIPRAP
IF NECESSARY. HAND EXCAVATE IN THIS
AREA. NOT TO SCALE
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STEEL POST2'-0"WOVEN WIRE FABRICVARIABLE AS DIRECTED BY THE ENGINEER8' MAX.GRADEMIN. 12-1/2 GA.INTERMEDIATEWIRESMIN. 10 GA.LINE WIRESTREE PROTECTION AREADO NOT ENTERORANGE, UV RESISTANTHIGH - TENSILE STRENGTHPOLY BARRICADE FABRIC (TYPICAL)ORANGE, UV RESISTANTHIGH - TENSILE STRENGTHPOLY BARRICADE FABRIC (TYPICAL)WARNING SIGNPLASTIC ORWIRE TIESFRONT VIEWSIDE VIEWWARNING SIGN36"4'-0" 1. TREE PROTECTION FENCING MUST BE INSTALLED AT A MINIMUM RADIUS OF TREE DRIP LINE2. THE TREE PROTECTION FENCING MUST REMAIN IN PLACE FOR THE DURATION OF THE PROJECT3. ATTACH SIGNS SECURELY TO FENCE POSTS AND FABRIC.4. SIGNS ARE TO BE MADE OF DURABLE, WEATHERPROOF MATERIAL WITH LETTERS A MINIMUM OF 3" HIGH AND CLEARLY LEGIBLENOTES:MIN. DRIP LINE DIMENSIONSTOP VIEWDRIP LINEFENCINGSTEEL POSTFRONT VIEWSIDE VIEW2'-0"3'-0"26"FILL SLOPEGRADEWOVEN WIRE FABRICVARIABLE AS DIRECTED BY THE ENGINEER8' MAX.GRADESILT FENCE FABRICINSTALLED TO SECONDWIRE FROM TOPMIN. 12-1/2 GA.INTERMEDIATEWIRESMIN. 10 GA.LINE WIRES1.2.END OF SILT FENCE NEEDS TO BE TURNED UPHILL.FLOW SHALL NOT RUN PARALLEL WITH THE FENCE.NOTES:3.4"MINSILT FENCE GEOTEXTILE FABRIC*SEE N.C. STATE DENR PRACTICE STANDARDS & SPECIFICATIONSSEDIMENT FENCE SET FOR CONDITIONS WHERE PRACTICE APPLIES;PLANNING CONSIDERATIONS & DESIGN CRITERIA.PLASTIC ORWIRE TIES6"MINFRONT VIEWHARDWARE CLOTHFILTER OF #57WASHED STONEBURY WIRE FENCE,FILTER FABRIC,AND HARDWARECLOTH IN TRENCH.SILT FENCE4' MINSECTION VIEWTOP OF SILT FENCEMUST BE AT LEAST 1'ABOVE THE TOP OFTHE WASHED STONE.STEEL POSTWOVEN WIRE FABRIC3' FILTER FABRIC APRONON GROUNDBURY 6" UPPER EDGE OFFILTER FABRIC APRON IN TRENCH2
:116"MINBURY WIRE FENCE ANDHARDWARE CLOTH6"4"STEEL POST SETMAX 2' APART MIN2' INTO SOLID GROUNDFILTER CLOTH1.5'CLASS B RIP-RAP4' TO 6'NOTES1. PLACE STONE TO THE LINE AND DIMENSION SHOWN IN THE PLAN ON A FILTER FABRIC2. KEEP THE CENTER STONE SECTION AT LEAST 9 INCHES BELOW NATURAL GROUND LEVEL3. EXTEND STONE AT LEAST 1.5 FEET BEYOND THE DITCH BANK TO KEEP WATER FROM CUTTING4. SET SPACING BETWEEN DAMS TO ASSURE THAT THE ELEVATION AT THE TOP OF THE LOWER5. PROTECT THE CHANNEL AFTER THE LOWEST CHECK DAM FROM HEAVY FLOW THAT COULD6. MAKE SURE THAT THE CHANNEL REACH ABOVE THE MOST UPSTREAM IS STABLE.7. ENSURE THAT OTHER AREAS OF THE CHANNEL, SUCH AS CULVERT ENTRANCES BELOW THE12" OF NCDOT #5OR #57 WASHED STONE2' MAX ATCENTERCROSS-SECTION VIEWFOUNDATION.WHERE THE DAM ABUTS THE CHANNEL BANKS.AROUND THE ENDS OF THE CHECK DAM.DAM IS THE SAME AS THE TOE ELEVATION OF THE UPPER DAM.CAUSE EROSION.CHECK DAMS, ARE NOT SUBJECT TO DAMAGE OR BLOCKAGE FROM DISPLACED STONES.DETAIL G: TEMPORARY SILT FENCEDETAIL I: TYPE B ROCK / SILT CHECK DAMDETAIL F: TREE PROTECTION DETAILDETAIL H: TEMPORARY SILT FENCE OUTLETNOT TO SCALENOT TO SCALENOT TO SCALENOT TO SCALEDESIGN PLANS
SOUND RIVERS
STORMWATER WETLAND
BEAUFORT CCC
S&EC 12 OF 13
NCSU BAE
WEAVER ADMIN. BLD.
3100 FAUCETTE DRIVE
RALEIGH, NC 27695
919-515-6803
PROJECT PARTNERS:
582485
#2
PROJECT #
PHASE #
CONSTRUCTION QUANTITIESCONSTRUCTION NOTESITEMQUANTITYUNITSNOTESSTANDARD CONST. ENTRANCE1EA.SEE SHEET 3TEMPORARY SILT FENCE650LFSEE SHEET 3 AND SHEET 12 DETAIL C.SILT FENCE OUTLET2EA.SEE SHEET 3 AND SHEET 12 DETAIL D.TYPE B CHECK DAM1EA.SEE SHEET 3 AND SHEET 12 DETAIL E.DEMO AND DISPOSE OF 12" HDPE40LF.SEE SHEET 5OUTLET RIPRAP STABILIZATION1EA.SEE SHEET 5EARTHWORK875CYCUT: 800, FILL: 75, NET: -725DISPOSE OF EXCAVATED SOIL500CYSOME QUANTITY OF SOIL SHALL BE PLACEDONSITE IN COORDINATION WITH BCCC STAFF.SEE SHEET 3. EXCESS SOIL SHALL BE HAULEDOFFSITE AND DISPOSED OF.TOPSOIL110CY4" LAYER OF TOPSOIL IN WETLAND CELLSCONCRETE OUTLET STRUCTURE6CYSEE SHEET 5 AND SHEET 10 DETAIL ACLASS B RIPRAP50TONINLETS AND WEIRS (900 SF)WOVEN GEOTEXTILE - STABILIZATION1,000SFFOREBAY WEIRS, INLETS AND SPILLWAYSWETLAND PLANTS4,550EA.SEE SHEET 6GRASS SEED48LBS.SEE SHEET 6TEMPORARY SEEDING ANDSTABILIZATION2500SYSEED AND STRAW ALL EXPOSED AREAS AT THEEND OF EACH DAYGENERAL NOTESA.THE CONTRACTOR SHALL CALL FOR A UTILITY LOCATE BEFORE BEGINNING ANY DIGGING. THECONTRACTOR SHALL NOT ASSUME THAT UTILITIES ARE LOCATED WHERE SPECIFIED. THE CONTRACTOR ISRESPONSIBLE FOR ANY AND ALL DAMAGES THAT OCCUR DUE TO INTERFERENCE WITH UTILITIES.B.THE CONTRACTOR TAKES FULL RESPONSIBILITY FOR ALL LEGAL AND SAFETY REQUIREMENTS FORUTILITIES.C.CONTRACTOR SHALL COORDINATE WITH THE CITY OF WASHINGTON, NC TO TURN OFF POWER DURINGCONSTRUCTION.D.CONTRACTOR IS RESPONSIBLE FOR REMOVAL AND DISPOSAL OF ALL EXCESS EXCAVATED MATERIAL.E.THE CONTRACTOR IS RESPONSIBLE FOR PLACING SEED AND STRAW ON ANY DISTURBED AREAS THATWERE PREVIOUSLY COVERED WITH TURF GRASS. STABILIZE WITH WITH MATTING AS REQUIRED TOPREVENT EROSION.F.CONTRACTOR MUST BE WILLING TO WORK WITH AND ACCEPT OVERSIGHT FROM NCSU BIOLOGICAL &AGRICULTURAL ENGINEERING PERSONNEL, BCCC REPRESENTATIVES, AND SOUND RIVERSREPRESENTATIVES.G.CONTRACTOR IS RESPONSIBLE FOR REMOVAL OF ALL SEDIMENT AND EROSION CONTROL MEASURESUSED DURING CONSTRUCTION.H.CONTRACTOR IS RESPONSIBLE FOR REMOVING REFUSE FROM SITE AND RETURNING IT TOPRE-CONSTRUCTION AESTHETICS.I.CONTRACTOR SHALL USE PUMPS AND DIVERSIONS AS NECESSARY TO REMOVE WATER TO ALLOW FORCONSTRUCTION ACTIVITIES.WETLAND NOTESJ.SILT FENCING, TREE PROTECTION, AND ROCK CHECK DAMS MUST BE INSTALLED AS SHOWN ON SHEET 3AS DESIGNATED IN DETAILS ON SHEET 12.K.EXCAVATION SHOULD BEGIN AT THE OUTLET BY EXCAVATING THE OUTLET POOL FIRST ANDCONSTRUCTING THE CONCRETE OUTLET STRUCTURE (DETAILS A ). RISER BOARDS PRESSURE TREATEDPREMIUM GRADE DOUGLAS FIR RATED FOR WATER CONTACT. BOARD SHALL FIT TOGETHER WITH V-TYPEJOINT. A 2.5-INCH DIAMETER PVC PIPE SHOULD BE PLACED THROUGH A HOLE DRILLED IN THE FLASHBOARDRISER WITH AN INVERT ELEVATION OF 20.75'. CONTRACTOR SHALL PROVIDE TWO (2) SETS OFREPLACEMENT BOARDS TO BCCC.L.BEGIN GRADING THE WETLAND FROM THE OUTLET POOL AND MOVE TOWARD THE INLET. EXCAVATIONNORMAL POOL ELEVATION IS 20.75', WITH THE DEEP POOLS BEING 2.00 FEET DEEP. INTERNAL FEATURESHAVE 3:1 SLOPES. WETLAND SIDE SLOPES ARE 3:1 AS SHOWN.M.AS GRADING OF SIDE SLOPES AND THE BERMS IS COMPLETED, SEED AND STRAW ALL EXPOSED AREAS ATTHE END OF WORK EACH DAY. A CONTRACTOR'S SEED MIX OR MIX OUTLINED ON THE PLANTING PLAN CANBE USED TO THIS END.N.WETLAND CELLS SHALL BE EXCAVATED 3-4" BELOW FINISHED GRADE AND 4" OF TOPSOIL ADDED ANDINCORPORATED INTO WETLAND SUBSTRATE.DESIGN PLANS
SOUND RIVERS
STORMWATER WETLAND
BEAUFORT CCC
QUANTITIES 13 OF 13
NCSU BAE
WEAVER ADMIN. BLD.
3100 FAUCETTE DRIVE
RALEIGH, NC 27695
919-515-6803
PROJECT PARTNERS:
582485
#2
PROJECT #
PHASE #