20200437 Ver 1_401 Application_20200330

AGENT AUTHORIZATION FORM
Property Legal Description
PIN: _/ K6V —00 _12 '`6el3
Address: _I60 f l-,i.% ���v� S�r�cc ��� NC. 2S� ��—
Property Owner: Val cZ
The undersigned, registered property owners of the above noted property, do hereby authorize
Derek Goddard of BREC, PA
(Agent) (Name of consulting firm)
Aj of /V
(Agent) (Name of consulting firm)
to act on my behalf and take all actions necessary for the processing , issuance and acceptance
of this permit or certification and all standard and special conditions attached. In addition I
hereby authorize BREC & it's staff and the
NC Ag Cost Share Applications, Files & Documents.
to have full access to my USDA &
Property Owner Street Address (if different than property above):
Q0 0M12
MAR 3 0 2020 D
DENR -WATER CES
TRANSPORTATION PERMITTING, UNIT
We hereby certify the above information submitted in this application is true and accurate to
the best of our knowledge.
Authori ed Signature- Prin and Sign
Date;
l/l%t-
RECEIVED
MAR 3 0 2020
NCDEWWRINPDES

h
OF WATF9
o� qG Office Use Only:
Corps action ID no.
DWQ project no.
Form Version 1.3 Dec 10 2008
Pre -Construction Notification (PCN) Form
A. Applicant Information
1. Processing
1 a. Type(s) of approval sought from the
Corps:
X Section 404 Permit ❑ Section 10 Permit
1 b. Specify Nationwide Permit (NWP) number: 27 or General Permit (GP) number:
1 c. Has the NWP or GP number been verified by the Corps?
❑ Yes
X No
1 d. Type(s) of approval sought from the DWQ (check all that apply):
X 401 Water Quality Certification — Regular ❑ Non-404 Jurisdictional General Permit
❑ 401 Water Quality Certification — Express ❑ Riparian Buffer Authorization
1 e. Is this notification solely for the record
because written approval is not required?
For the record only for DWQ 401
Certification:
❑ Yes X No
For the record only for Corps Permit:
❑ Yes X No
1f. Is payment into a mitigation bank or in -lieu fee program proposed for mitigation
of impacts? If so, attach the acceptance letter from mitigation bank or in -lieu
fee program.
❑ Yes
X No
1 g. Is the project located in any of NC's twenty coastal counties. If yes, answer 1 h
below.
❑ Yes
X No
1 h. Is the project located within a NC DCM Area of Environmental Concern (AEC)?
❑ Yes
X No
2. Project Information
2a. Name of project:
Ray Alvarez Stream Restoration
2b. County:
Mitchell
2c. Nearest municipality / town:
Spruce Pine
2d. Subdivision name:
NA
2e. NCDOT only, T.I.P. or state
project no:
N/A
3. Owner Information
3a. Name(s) on Recorded Deed:
Mobil Ministries C/O Ray Alvarez
3b. Deed Book and Page No.
237/444
3c. Responsible Party (for LLC if
applicable):
N/A
3d. Street address:
160 Franklin Crest Road
3e. City, state, zip:
Spruce Pine NC 28777
3f. Telephone no.:
3g. Fax no.:
N/A
3h. Email address:
N/A
Page 1 of 10
PCN Form — Version 1.3 December 10, 2008 Version

4. Applicant Information (if different from owner)
4a. Applicant is:
❑ Agent ❑ Other, specify:
4b. Name:
4c. Business name
(if applicable):
4d. Street address:
4e. City, state, zip:
4f. Telephone no.:
4g. Fax no.:
4h. Email address:
5. Agent/Consultant Information (if applicable)
5a. Name:
Derek Goddard
5b. Business name
(if applicable):
Blue Ridge Environmental Consultants, P.A.
5c. Street address:
1520 Meadowview Drive
5d. City, state, zip:
Wilkesboro, NC 28697
5e. Telephone no.:
828-964-9349
5f. Fax no.:
N/A
5g. Email address:
[e-mail]
Page 2 of 10

B. Project Information and Prior Project History
1. Property Identification
1 a. Property identification no. (tax PIN or parcel ID):
1800-00-92-6893
1 b. Site coordinates (in decimal degrees):
Latitude: 35*918876" Longitude: 82°005917"
(DD.DDDDDD) (-DD.DDDDDD)
1 c. Property size:
11.47 acres
2. Surface Waters
2a. Name of nearest body of water (stream, river, etc.) to
proposed project:
Holley Branch
2b. Water Quality Classification of nearest receiving water:
C; Tr
2c. River basin:
French Broad
3. Project Description
3a. 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 site is rural agricultural in nature with sparse residential development and some timber/forest land.
3b. List the total estimated acreage of all existing wetlands on the property: 0
3c. List the total estimated linear feet of all existing streams (intermittent and perennial) on the property: 800' +/-
3d. Explain the purpose of the proposed project:
Aquatic Habitat Restoration, Water Quality Improvement, Erosion Reduction, Bank Stabilization
3e. Describe the overall project in detail, including the type of equipment to be used:
The project will restore Holley Branch, establish a riparian buffer, by creating a floodplain bench and adding structures.
The project will utilize a excavator.
4. Jurisdictional Determinations
4a. Have jurisdictional wetland or stream determinations by the
Corps or State been requested or obtained for this property /
project (including all prior phases) in the past?
Comments:
Yes X No Unknown
4b. If the Corps made the jurisdictional determination, what type
of determination was made?
Preliminary El Final
4c. If yes, who delineated the jurisdictional areas?
Name (if known): Unknown
Agency/Consultant Company:
Other: I
4d. If yes, list the dates of the Corps jurisdictional determinations or State determinations and attach documentation.
5. Project History
5a. Have permits or certifications been requested or obtained for
this project (including all prior phases) in the past?
❑ Yes X No ❑ Unknown
5b. If yes, explain in detail according to "help file" instructions.
6. Future Project Plans
6a. Is this a phased project?
❑ Yes X No
6b. If yes, explain.
Page 3of10
PCN Form — Version 1.3 December 10, 2008 Version

C. Proposed Impacts Inventory
1. Impacts Summary
1 a. Which sections were completed below for your project (check all that apply):
❑ Wetlands X Streams - tributaries ❑ Buffers
❑ Open Waters ❑ Pond Construction
2. Wetland Impacts
If there are wetland impacts proposed on the site, then complete this question for each wetland area impacted.
2a.
2b.
2c.
2d.
2e.
2f.
Wetland impact
Type of jurisdiction
number —
Type of impact
Type of wetland
Forested
(Corps - 404, 10
Area of impact
Permanent (P) or
(if known)
DWQ — non-404, other)
(acres)
Temporary T
W1 ❑ P ❑ T
❑ Yes
❑ Corps
❑ No
❑ DWQ
W2 ❑ P ❑ T
❑ Yes
❑ Corps
❑ No
❑ DWQ
W3 ❑ P ❑ T
❑ Yes
❑ Corps
❑ No
❑ DWQ
W4 ❑ P ❑ T
❑ Yes
❑ Corps
❑ No
❑ DWQ
W5 ❑ P ❑ T
❑ Yes
❑ Corps
❑ No
❑ DWQ
W6 ❑ P ❑ T
❑ Yes
❑ Corps
❑ No
❑ DWQ
2g. Total wetland impacts
2h. Comments:
3. Stream Impacts
If there are perennial or intermittent stream impacts (including temporary impacts) proposed on the site, then complete this
question for all stream sites impacted.
3a.
3b.
3c.
3d.
3e.
3f.
3g.
Stream impact
Type of impact
Stream name
Perennial
Type of jurisdiction
Average
Impact
number -
(PER) or
(Corps - 404, 10
stream
length
Permanent (P) or
intermittent
DWQ — non-404,
width
(linear
Temporary (T)
(INT)?
other)
(feet)
feet)
S1 X P ❑ T
Restoration
Holley Branch
X PER
❑ INT
X Corps
X DWQ
4'
800
S2 ❑ P X T
Inlet Pump
Around
Holley Branch
X PER
❑ INT
X Corps
X DWQ
4'
10
S3 El P ❑ T
Outlet Pump
Around
Holley Branch
X PER
❑ INT
X Corps
X DWQ
4'
10
S4 ❑ P ❑ T
❑ PER
❑ Corps
❑ INT
❑ DWQ
S5 ❑ P ❑ T
❑ PER
❑ Corps
❑ INT
❑ DWQ
S6 ❑ P ❑ T
❑ PER
❑ Corps
❑ INT
I ❑ DWQ
3h. Total stream and tributary impacts
820
31. Comments:
Page 4 of 10
PCN Form — Version 1.3 December 10, 2008 Version

4. Open Water Impacts
If there are proposed impacts to lakes, ponds, estuaries, tributaries, sounds, the Atlantic Ocean, or any other open water of
the U.S. then individually list all open water impacts below.
4a.
4b.
4c.
4d.
4e.
Open water
Name of waterbody
impact number —
(if applicable)
Type of impact
Waterbody type
Area of impact (acres)
Permanent (P) or
Temporary T
01 ❑P❑T
02 ❑P❑T
03 ❑P❑T
04 ❑P❑T
4f. Total open water impacts
4g. Comments:
5. Pond or Lake Construction
If pond or lake construction proposed, the complete the chart below.
5a.
5b.
5c.
5d.
5e.
Wetland Impacts (acres)
Stream Impacts (feet)
Upland
Pond ID
Proposed use or purpose
(acres)
number
of pond
Flooded
Filled
Excavated
Flooded
Filled
Excavated
Flooded
P1
P2
5f. Total
5g. Comments:
5h. Is a dam high hazard permit required?
❑ Yes ❑ No If yes, permit ID no:
5i. Expected pond surface area (acres):
5j. Size of pond watershed (acres):
5k. Method of construction:
6. Buffer Impacts (for DWQ)
If project will impact a protected riparian buffer, then complete the chart below. If yes, then individually list all buffer impacts
below. If any impacts require mitigation, then you MUST fill out Section D of this form.
6a. Project is in which protected basin?
❑ Neuse ❑ Tar -Pamlico ❑ Other:
❑ Catawba ❑ Randleman
6b.
6c.
6d.
6e.
6f.
6g.
Buffer impact
number—
Reason
Buffer
Zone 1 impact
Zone 2 impact
Permanent (P) or
for
Stream name
mitigation
(square feet)
(square feet)
Temporary T
impact
required?
❑Yes
B1 ❑P❑T
❑ No
B2 ❑ P ❑ T
❑ Yes
❑ No
B3 ❑P❑T
El Yes
❑ No
6h. Total buffer impacts
6i. Comments:
Page 5 of 10

D. Impact Justification and Mitigation
1. Avoidance and Minimization
1a. Specifically describe measures taken to avoid or minimize the proposed impacts in designing project.
This impact is the only practical alternative to re-establish a stream side buffer and repair the stream from livestock
damage.
1 b. Specifically describe measures taken to avoid or minimize the proposed impacts through construction techniques.
Stringent erosion control standards for sensitive water sheds will be adhered too. This site will be stabilized prior to major
rainfalls.
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?
❑ Yes X No
2b. If yes, mitigation is required by (check all that apply):
❑ DWQ ❑ Corps
2c. If yes, which mitigation option will be used for this
project?
❑ Mitigation bank
El Payment to in -lieu fee program
❑ Permittee Responsible Mitigation
3. Complete if Using a Mitigation Bank
3a. Name of Mitigation Bank:
3b. Credits Purchased (attach receipt and letter)
Type
Quantity
3c. Comments:
4. Complete if Making a Payment to In -lieu Fee Program
4a. Approval letter from in -lieu fee program is attached.
❑ Yes
4b. Stream mitigation requested:
linear feet
4c. If using stream mitigation, stream temperature:
❑ warm ❑ cool ❑cold
4d. Buffer mitigation requested (DWQ only):
square feet
4e. Riparian wetland mitigation requested:
acres
4f. Non -riparian wetland mitigation requested:
acres
4g. Coastal (tidal) wetland mitigation requested:
acres
4h. Comments:
5. Complete if Using a Permittee Responsible Mitigation Plan
5a. If using a permittee responsible mitigation plan, provide a description of the proposed mitigation plan.
Page 6 of 10
PCN Form — Version 1.3 December 10, 2008 Version

1
6. Buffer Mitigation (State Regulated Riparian Buffer Rules) — required by DWQ
6a. Will the project result in an impact within a protected riparian buffer that requires
buffer mitigation?
❑ Yes X No
6b. If yes, then identify the square feet of impact to each zone of the riparian buffer that requires mitigation. Calculate the
amount of mitigation required.
Zone
6c.
Reason for impact
6d.
Total impact
(square feet)
Multiplier
6e.
Required mitigation
(square feet)
Zone 1
Zone 2
6f. Total buffer mitigation required:
6g. If buffer mitigation is required, discuss what type of mitigation is proposed (e.g., payment to private mitigation bank,
permittee responsible riparian buffer restoration, payment into an approved in -lieu fee fund).
6h. Comments:
Page 7 of 10

E. Stormwater Management and Diffuse Flow Plan (required by DWQ)
1. Diffuse Flow Plan
1 a. Does the project include or is it adjacent to protected riparian buffers identified
❑ Yes X No
within one of the NC Riparian Buffer Protection Rules?
1b. If yes, then is a diffuse flow plan included? If no, explain why.
El Yes [_1 No
Comments:
2. Stormwater Management Plan
2a. What is the overall percent imperviousness of this project?
0 %
2b. Does this project require a Stormwater Management Plan?
❑ Yes ❑ No
2c. If this project DOES NOT require a Stormwater Management Plan, explain why: Project is in forested, rural setting. All
stormwater is diffuse flow over vegetated surfaces.
2d. If this project DOES require a Stormwater Management Plan, then provide a brief, narrative description of the plan:
❑ Certified Local Government
2e. Who will be responsible for the review of the Stormwater Management Plan?
❑ DWQ Stormwater Program
❑ DWQ 401 Unit
3. Certified Local Government Stormwater Review
3a. In which local government's jurisdiction is this project?
❑ Phase II
3b. Which of the following locally -implemented stormwater management programs
❑ NSW
❑ USMP
apply (check all that apply):
❑ Water Supply Watershed
❑ Other:
3c. Has the approved Stormwater Management Plan with proof of approval been
❑ Yes ❑ No
attached?
4. DWQ Stormwater Program Review
❑ Coastal counties
❑ HQW
4a. Which of the following state -implemented stormwater management programs apply
❑ ORW
(check all that apply):
❑ Session Law 2006-246
❑ Other:
4b. Has the approved Stormwater Management Plan with proof of approval been
attached?
❑ Yes ❑ No
5. DWQ 401 Unit Stormwater Review
5a. Does the Stormwater Management Plan meet the appropriate requirements?
❑ Yes ❑ No
5b. Have all of the 401 Unit submittal requirements been met?
❑ Yes ❑ No
Page 8of10
PCN Form — Version 1.3 December 10, 2008 Version

F. Supplementary Information
1. Environmental Documentation (DWQ Requirement)
1 a. Does the project involve an expenditure of public (federal/state/local) funds or the
® Yes ❑ No
use of public (federal/state) land?
1 b. 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
❑ Yes ® No
(North Carolina) Environmental Policy Act (NEPA/SEPA)?
1 c. If you answered "yes" to the above, has the document review been finalized by the
State Clearing House? (If so, attach a copy of the NEPA or SEPA final approval
❑ Yes ❑ No
letter.)
Comments:
2. Violations (DWQ Requirement)
2a. Is the site in violation of DWQ Wetland Rules (15A NCAC 2H .0500), Isolated
Wetland Rules (15A NCAC 2H .1300), DWQ Surface Water or Wetland Standards,
❑ Yes ® No
or Riparian Buffer Rules (15A NCAC 213 .0200)?
2b. Is this an after -the -fact permit application?
❑ Yes ® No
2c. If you answered "yes" to one or both of the above questions, provide an explanation of the violation(s):
3. Cumulative Impacts (DWQ Requirement)
3a. Will this project (based on past and reasonably anticipated future impacts) result in
❑ Yes ® No
additional development, which could impact nearby downstream water quality?
3b. If you answered "yes" to the above, submit a qualitative or quantitative cumulative impact analysis in accordance with the
most recent DWQ policy. If you answered "no," provide a short narrative description.
4. Sewage Disposal (DWQ Requirement)
4a. Clearly detail the ultimate treatment methods and disposition (non -discharge or discharge) of wastewater generated from
the proposed project, or available capacity of the subject facility.
N/A
Page 9 of 10
PCN Form — Version 1.3 December 10, 2008 Version

5. Endangered Species and Designated Critical Habitat (Corps Requirement)
5a. Will this project occur in or near an area with federally protected species or
®Yes ❑ No
habitat?
5b. Have you checked with the USFWS concerning Endangered Species Act
El Yes No
impacts?
5c. If yes, indicate the USFWS Field Office you have contacted.
El Raleigh
❑ Asheville
5d. What data sources did you use to determine whether your site would impact Endangered Species or Designated Critical
Habitat?
http://www.ncnhp.org - http://www.saw.usace.army.milMETLAND/esa - http://www.fws.gov/nc-es/es/es.html
6. Essential Fish Habitat (Corps Requirement)
6a. Will this project occur in or near an area designated as essential fish habitat?
❑ Yes ® No
6b. What data sources did you use to determine whether your site would impact Essential Fish Habitat?
http://ocean.floridamarine.org/efh_coral/ims/viewer.htm
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
❑ Yes ® No
status (e.g., National Historic Trust designation or properties significant in
North Carolina history and archaeology)?
7b. What data sources did you use to determine whether your site would impact historic or archeological resources?
http://www.hpo.ncdcr.gov
8. Flood Zone Designation (Corps Requirement)
8a. Will this project occur in a FEMA-designated 100-year floodplain?
® Yes ❑ No
8b. If yes, explain how project meets FEMA requirements: A floodplain development permit will be procurred from the county.
8c. What source(s) did you use to make the floodplain determination? http://www.ncfloodmaps.com
Derek Goddard
�Jjlmti IC,
3/24/2020
Applicant/Agent's Printed Name
Date
Applican Agents Igna ure
(Agent's signature is valid only if an authorization letter from the applicant
Isprovided.)
Page 10 of 10

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iANN

35° 5522" N
35° 5457N
3 Soil Map —Mitchell County, North Carolina
(Alvarez Site)
405700 408800 40M 40M 409100 409200 409300
3
Map Scale: 1:5,340 if printed on A landscape (11" x 8.5") sheet
Meters
N
c0 0 50 100 200 300
A
0 250 500 1000 1500
Map projection: Web Mercator Comer coordinates: WGS84 Edge tics: UTM Zone 17N WGS84
USDA Natural Resources Web Soil Survey
Conservation Service National Cooperative Soil Survey
409400 4095M 409600 409700
3
35" 5522"N
3
3/17/2020
Page 1 of 3
35° 54'57'N

Soil Map —Mitchell County, North Carolina
AcF
Map Unit Legend
Map Unit Symbol Map Unit Name Acres in AOI Percent of AOI
Ashe-Cleveland-Rock outcrop
cmmplex 30 to 9f, percent
1.0
Alvarez Site
0.7%
slopes, very bouldery
BdA
Bandana sandy loam, 0 to 3
5.1
3.6%
percent slopes, occasionally
flooded
BmA
Biltmore sand, 0 to 3 percent
2.7
1.9%
slopes, frequently flooded
CeF
Chandler-Micaville complex,
1.5
1.1%
50 to 95 percent slopes,
stony
FeC2
Fannin sandy clay loam, 8 to
6.6
4.7%
15 percent slopes, eroded
FeD2
Fannin sandy clay loam, 15 to
8.4
5.9%
30 percent slopes, eroded
FeE2
Fannin sandy Gay loam, 30 to
68.8
48.5%
50 percent slopes, eroded
HuF
Huntdale silty clay loam, 50 to
0.6
0.4%
95 percent slopes, very
stony
RoA
Rosman fine sandy loam, 0 to
24.6
17.4%
3 percent slopes,
occasionally flooded
SaB
Saunook silt loam, 2 to 8
0.1
0.1 %
percent slopes
ScC
Saunook silt loam, 8 to 15
11.5
8.1 %
percent slopes, stony
SdD
Saunook-Thunder complex, 15
1.4
1.0%
to 30 percent slopes, stony
TO
Thunder-Saunook complex, 15
4.7
3.3%
to 30 percent slopes, very
bouldery
W
Water
4.9
3.4%
Totals for Area of Interest
142.0
100.0%
sot Natural Resources Web Soil Survey 3/17/2020
Conservation Service National Cooperative Soil Survey Page 3 of 3

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ALVAREZ STREAM RESTORATION
VIUIIVI 1 Y IVI/Ht' (IV I o)
STREAM IMPACT TABLE (NATIONWIDE 27)
IMPACT NUMBER
TYPE OF IMPACT
TEMPORARY/PERM
LENGTH
ANENT
#1
RESTORATION -
PERMANENT
800'
HOLLEY BRANCH
#2
PUMP AROUND
TEMPORARY
10,
#3
PUMP AROUND
TEMPORARY
10,
TOTAL
820'
JUSTIN C. CHURCH, PE, CFM
TSP 11-7806
CITY/TOWN: SPRUCE PINE, NC
n MPVPIGHT �Wn RV RRFC P A Al I RIGHTS RESERVED. THIS PLAN MAY NOT BE RF-USED. SOLD. LOANED. OR GIVEN
OR PHOTOCOPYING OF THIS PLAN
HOLLEY BRANCH
19
\y a'
{PROPERTY
vll ' LOCATION
USGS MAP (NITS)
1:24,000 (SPRUCE PINE QUAD)
ENGINEER:
BREC, PA
1520 MEADOWVIEW DRIVE
WILKESBORO, NC 28697
LICENSE # C-3448
PROPERTY ADDRESS:
FRANKLIN CREST ROAD
SPRUCE PINE, NC 28777
USDA - NRCS NUMBER
EQUP 2014 744532181IN
CONSENT OF BREC, P.A. IS PROHIBITED AND
NORTH CAROLINA COUNTY MAP
(MITCHELL COUNTY)
TOPOGRAPHIC SURVEY:
C000
SHEETINDEX
COVER SHEET
BLUE RIDGE GEOMATICS, PA
C100
OVERALL PLAN
126 EXECUTIVE DRIVE - SUITE
220 WILKESBORO, NC 28697
C101
PLAN & PROFILE
LICENSE: C-3576
C102
PLAN & PROFILE
C103
PLAN & PROFILE
PARCEL ID: 1800-00-92-6893
C104
USGS MAP
C105
IMPACT MAP
C900
DETAILS
C901
DETAILS
C902
DETAILS
C903
DETAILS
C904
DETAILS
SITE COORDINATES: LATITUDE = 35.918565' N LONGITUDE =-82.006077° W
LAWS, PUNISHABLE BY FINES UP TO $100,000 PER OFFENSE.
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STRUCTURE TABLE 3+81.55 CROSSING 2588.01 LEGEND NOTES
STATION STRUCTURE ELEVATION 4+15.83 HEAD OF POOL 2587.15 1. BUFFER WIDTHS ARE MIN.10'UPT025'.
LOG/ROCK
0+17.36 HEAD OF POOL 2596.88 4+43.97 HEAD OF RIFFLE 2586.75
CROSS VANE \
0+28.17 HEAD OF RIFFLE 2593.48 4+71.30 HEAD OF POOL 2585.86 - , N
M. _ \ O
SEE DET. 1 & - RT
D+38.96 HEAD OF POOL 2596.48 4+98.34 HEAD OF RIFFLE 2585.46 2/C901 y, �' AS NEEDED hrOF
L� LOG/ROCK i
0+59.57 HEAD OF RIFFLE 2595.61 5+27.82 HEAD OF POOL 2584.50 i RIFFLE SEE
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1+22.75 HEAD OF POOL 2593.97 6+10.37 HEAD OF RIFFLE 2582.80 DET. 1 & 3/C900 ~q
1+44.94 HEAD OF RIFFLE 2593.04 6+39.55 HEAD OF POOL 2581.85
1+66.15 HEAD OF POOL 2592.64 6+67.03 HEAD OF RIFFLE 2581.45
1+87.23 HEAD OF RIFFLE 2591.75 6+95.44 HEAD OF POOL 2580.53
2+15.45 HEAD OF POOL 2591.45 7+23.40 HEAD OF RIFFLE 2580.13
2+44.88 HEAD OF RIFFLE 2590.57 7+51.37 END 1 2579.20 -
2+72.21 HEAD OF POOL 2590.2700
2+99.74 HEAD OF RIFFLE 2589.44
3+26.97 HEAD OF POOL 2589.14 J
RESTORATION LOCATED IN BACKWATER
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ROCK J-HOOK VANE
BANKFULL
FEATHER -OUT
BANK
2 -30° 0 �F
_ %3 /
BACKFILL WITH
SELECT MATERIAL
FILTER FABRIC
ROCK SILL -- ( J-HOOK STONES
B !/ BANKFULL ELEVATION
PLAN VIEW % HEADER STON
NO.57 STONE
FILTER FABRIC
FOOTERSTONE
SECTION A -A'
BANKFULL WIDTH
BANKFULL ELEVATION
HEADER17 BANKFULL
ELEVAT40
D ELEVATION
FOOTERSTONE
CROSS SECTION
WATER FLOW
BANKFULL AN1!K3 m /
1/3
N4pr*_ 1!3
FEATHER
OUT BANK A
20-30 DEG
BACKFILL WITH
SELECT MATERIAL
FOOTERLOG
ROOT WAD — f'
ANCHOR BOULDER
GAP
3 x D84
GENERAL NOTES:
1. ALL STONES ARE TO BE STRUCTURE STONE.
2. GAPS BETWEEN BOULDERS SHALL BE MINIMIZED BY FITTING BOULDERS
TOGETHER, PLUGGING WITH STRUCTURE STONE CLASS A AND SELECT
MATERIAL AND LINING WITH FILTER FABRIC.
3. DIMENSIONS AND SLOPES MAYBE ADJUSTED TO FIT BY THE ENGINEER.
4. A DOUBLE FOOTER BOULDER SHALL BE UTILIZED IN SAND BED MATERIAL.
5. VANE ARM SHALL TIE INTO HALFWAY BETWEEN THE CHANNEL INVERT AND
BANKFULL ELEVATIONS. THE VANE ARMS SHALL RISE AT 2-5% FROM THE
CHANNEL INVERT AT AN ANGLE OF 15-30 DEG. FROM THE ADJACENT
TANGENT LINE. THE VANE ARM SHALL CONTINUE UP TO THE BANKFULL
ELEVATION BUT THE ARM'S SLOPE MAY BE INCREASED TO GREATER THAN
5% AT THE DIRECTION OF THE DESIGNER. ADDITIONALLY, THE VANE ARM'S
ANGLE OF DEPARTURE MAY BE ADJUSTED TO 90 DEG TO THE FLOW
DIRECTION AT THE DIRECTION OF THE DESIGNER.
6. THE CONTRACTOR WILL BE REQUIRED TO FIT BOULDERS.
7. BOULDERS SHALL BE NATIVE STONE OR SHOT ROCK, CUBICAL OR
RECTANGULAR IN NATURE.
8. FILTER FABRIC SHALL BE PLACED ON THE UPSTREAM SIDE OF THE VANE
STRUCTURE TO PREVENT WASHOUT OF SEDIMENT THROUGH BOULDER
GAPS. FILTER FABRIC SHALL EXTEND FROM THE BOTTOM OF THE FOOTER
BOULDER TO THE FINISHED GRADE ELEVATION AND SHALL BE PLACED THE
ENTIRE LENGTH OF THE STRUCTURE.
�l
Erg re Iffillm
CONSTRUCTED LOG RIFFLE
BKF STAGE
C
LOG CONSTRUCTED RIFFLE - SECTION B-B'
GENERAL NOTES:
1. PLACE FABRIC ON THE UPSTREAM SIDE OF
THE MOST UPSTREAM LOG SILL IN THE
CONSTRUCTED RIFFLE
2. BOULDERS SHALL BE USED TO ANCHOR
LOGS IF NEEDED
3. IN LOW GRADIENT SANDBED SYSTEMS
TRANSPLANT AND SOD MATS MAYBE A
SUBSTITUTE FOR ANCHOR BOULDERS
4. LOGS SILLS SHALL OVERLAP AND ANCHOR
THE LOG SILL DIRECTLY UPSTREAM
5. THE LOG SILLS SHALL ALL BE DESIGNED
TO BE SUBMERGED OR COVERED AT LOW
FLOWS.
6. LOW FLOW IS CONSIDERED TO BE 1 CFS
PER DRAINAGE AREA IN COASTAL NC
TYPE 1 NON -WOVEN RIFFLE POCKET POOL
A GEOTEXTILE FABRIC
STREAMBANK� HEADER STONE
/ 2-5% VANE /SLppE FOOTER LOG STREAMBED MEANDER C
_/
LOG CONSTRUCTED RIFFLE - PROFILE A -A'
FOOTER BOULDER�•
INTO THE EXISTING SUBTRATE
A MINIMUM OF THE BOULDER DIAMETER
SECTION B-B'
ROCK SILL
HEADER
BOULDER
LOG J-HOOK ROOTWAD COMBO
ND SURFACE
FOOTER LOGS
m
WILL BE PLACED INTO
TIED INTO
THE EXISTING SUBTRATE
STREAM BANK
PLAN VIEW
AND SHALL BE A MINIMUM
OF THE 18" DIAMETER
BANFULL
WIDTH
BANKFULL
BACKFILL WITH
SELECT MATERIAL
FILTER FABRIC
ROCK SILL
HEADER LOG
°fi{,
}' ', STREAM BED
FOOTER LOG
ELEVATION
SECTION A -A
BANKFULL ELEVATION
STREAMBANK
1/2 BANKFULL ELEVATION
STREAMBEDi FOOTER BOULDER
ELEVATION
SECTION B-B
GENERAL NOTES:
1. FILTER FABRIC SHALL BE PLACED ON THE UPSTREAM SIDE OF THE STRUCTURE
1/4 DIAMETER FROM THE TOP OF THE LOG. THE NAILS SHALL BE ON 12 INCH
CENTERS. FILTER FABRIC SHALL BE BURIED IN THE BOTTOM OF THE CHANNEL
AND SHALL BE PLACED THE ENTIRE LENGTH OF THE STRUCTURE.
2. A TRENCH SHALL BE DUG IN SUCH A MANNER THAT THE FOOTER LOGS A
MINIMUM OF 2/3 OF THE HEADER BOULDER IS BURIED BENEATH THE BED
SURFACE ELEVATION.
3. A HYDRAULIC EXCAVATOR WITH A BUCKET THAT CONTAINS A HYDRAULIC THUMB
SHALL BE USED TO PLACE BOULDERS AND LOGS WITH THE SUPERVISION OF THE
ENGINEER.
4. SEE SPECIAL PROVISIONS FOR HEADER AND FOOTER DIMENSIONS.
5. FOOTER LOG SHALL BE PLACED FIRST WITH HEADER LOG PLACED ON TOP PRIOR
TO BACKFILLING THE TRENCH.
6. 1/3 OF THE WAY ACROSS THE CHANNEL FROM THE OUTSIDE BANK THE HEADER
ROCK SHALL BE PLACED AT 0.2 FT ABOVE THE CHANNEL.
7. THERE SHALL BE GAPS BETWEEN THE HEADER ROCKS OF AT LEAST 3 TIMES THE
D84 OF THE CHANNEL BED..
8. HEADER LOGS SHALL SLOPE FROM THE BED ELEVATION, AT THE HEAD OF THE
VANE, TO 1/2 BANKFULL ELEVATION AT A SLOPE OF 2%-5%. HEADER AND FOOTER
LOGS SHALL BE TIED SECURELY INTO THE BANK IN SUCH A WAY THAT IT
ELIMINATES THE POSSIBILITY OF STREAMFLOW DIVERTING AROUND THEM.
9. ANY SOIL DISTURBED DURING THE PLACEMENT OF J-HOOK VANES, SHALL BE
SEEDED USING TEMPORARY AND PERMANENT SEEDING METHODS.
10. ROOTWAD, FOOTER, AND HEADER LOGS SHALL BE CABLED TOGETHER AT THE
HORIZONTAL LOCATION OF BANKFULL
11. FILTER FABRIC SHALL BE PLACED ON THE UPSTREAM SIDE OF THE VANE
STRUCTURE TO PREVENT WASHOUT OF SEDIMENT THROUGH BOULDER GAPS.
FILTER FABRIC SHALL EXTEND FROM THE BOTTOM OF THE FOOTER BOULDER
TO THE FINISHED GRADE ELEVATION AND SHALL BE PLACED THE ENTIRE LENGTH
OF THE STRUCTURE.
15K MEADOWVIEW DRIVE
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2020 BY BREC, P.A., ALL RIGHTS RESERVED. THIS PLAN MAY NOT BE RE -USED, SOLD, LOANED, OR GIVEN TO OTHERS. REPRODUCTION OR PHOTOCOPYING OF THIS PLAN WITHOUT THE WRITTEN CONSENT OF BREC, P.A. IS PROHIBITED AND IS A VIOLATION OF FEDERAL COPYRIGHT LAWS,
FINES UP TO $100,000 PER OFFENSE.

SINGLE STEP ROCK CROSS VANE
}OFPROPOSED
BANKFULL WIDTH
FILTER
20-;
BACKFILL I
SELECT MATE
<FULL
:E NOTE 7
OF PROPOSED AN PROPOSED
BANKFULL WID }OF PROPOSED
BANKFULL WIDTH BANKFULL WIDTH
NO GAPS
BANKFULL BETWEEN
ELEVATION - , ".M.v
STREAMBED �(
ELEV. .�
TOP OF CENTER}STONES SET
AT ELEVATION SHOWN ON
LONGITUDINAL PROFILE
FILTER BOULDERS
WILL BE PLACED INTO
THE EXISTING SUBSTRATE
CROSS-SECTION A MINIMUM OF THE ROCK
DIAMETER
SLOPE OF VANE FROM CENTERLINE
FILTER FABRIC TOP BANKFULL SHALL BE 2-5%
FLOW
OF 0.5'
HEADER i
STONE �� /• POOL /
FOOTER
STTONE , ' STREAMBED/I %/%� �� ELEV.
FILTER FABRIC STEP ROCK
SECTION A -A
0 COPYRIGHT 2020 BY BREC. PA.. ALL RIGHTS RESERVED. THIS PLAN MAY NOT BE RE -USED. SOLD. LOANED. OR GIVEN
GENERAL NOTES:
1.�LL STARE TO BE STRUCTURE STONE.
2. GAPS BETWEEN BOULDERS SHALL BE MINIMIZED BY FITTING BOULDERS
TOGETHER AND PLUGGING WITH STRUCTURE STONE CLASS A AND
SELECT MATERIAL OR CHINKING STONE APPROVED BY DESIGN
ENGINEER, AND LINING WITH FILTER FABRIC.
3. DIMENSIONS AND SLOPES MAY BE ADJUSTED TO FIT BY THE DESIGN
ENGINEER,
4. CONTRACTOR WILL BE REQUIRED TO FIT BOULDERS TIGHTLY,
5. FOOTER BOULDERS AND VANE BOULDERS SHALL BE NATIVE STONE OR
SHOT ROCK, CUBICAL OR RECTANGULAR IN NATURE.
6. SLOPE OF VANE FROM CENTERLINE TO THE TOP OF THE VANE ARM
SHALL BE 2-5%.
7. ELEVATION CHANGE SHALL BE SPLIT EVENLY OVER TWO DROPS,
8. THERE SHALL BE NO DROP GREATER THAN 6 INCHES.
9. THE ELEVATION OF EACH GRADE CONTROL STRUCTURE SHOULD BE
EQUAL TO OR GREATER THAN THE ELEVATION OF THE TOP OF THE
FOOTER ROCKS DIRECTLY UPSTREAM.
10. FILTER FABRIC SHALL BE PLACED ON THE UPSTREAM SIDE OF THE
STRUCTURE TO PREVENT WASHOUT OF SEDIMENT THROUGH BOULDER
GAPS. FILTER FABRIC SHALL EXTEND FROM THE BOTTOM OF THE
FOOTER BOULDER TO THE FINISHED GRADE ELEVATION AND SHALL
BE PLACED THE ENTIRE LENGTH OF THE STRUCTURE.
STREAMBANK
BANKFULL ELEVATION
FOOTER BOULDERS
WILL BE PLACED INTO
THE EXISTING SUBTRATE A MINIMUM
OF THE BOULDER DIAMETER
PHOTOCOPYING OF THIS
5 " �ANf SLBp jF
i-
STREAMBED
ELEVATION
2 LOG CROSS VANE
C9 01 NOTCH SHALL BE CUT
2" WIDER THAN THE
tl
"N DIAMETER OF THE LOG GTO FIT IN NOTCH
FLOW ` FLOW, } LOG GENERAL NOTES:
DIA 1. CROSS LOGS SHOULD BE A MINIMUM OF 24" IN
NKruyLB 13
BANKFU CROSS LOG DIAMETER. VANE ARM LENGTH SHOULD BE A
k /�p -�I CUT NOTCH I �- MINIMUM OF 18" IN DIAMETER. ALL LOGS SHOULD
FILTER FABRIC I m BANK BURIED IN I I BE RELATIVELY STRAIGHT AND OF A
SIDE VIEW OF NOTCH HARDWOOD SPECIES,
BACKFILL WITH 2. CROSS LOGS SHOULD BE BURIED INTO THE BANK
SELECT MATERIAL 1 '-30" AT A MINIMUM OF 10'.
3. VANE ARM LOGS SHOULD BE BURIED INTO THE
cn
FILTER FABRIC A 0 BANKATA MINIMUM OFS.
0
BURIED IN A FILTER FABRIC 4. NAIL FILTER FABRIC ON TOP OF FOOTER LOG
BANK A USING 3" 10d GALVANIZED COMMON NAIL ON 2'
00 m BURIED IN SPACING ALONG THE LOG.
FOOTER LOG r BANK 15-30' 5. SET ELEVATION OF THE TOP OF LOGS CROSS
HEADER LOG PIECE TO THE INVERT ELEVATION OF THE
BANKFULL STREAMBED,
PLAN VIEW PLAN VIEW OF NOTCH 6. NOTCH IS FORMED BY MAKING CUTS WITH A
CHAINSAW 1-2" APART AND THEN KNOCKING OUT
SECTIONS WITH A CHISEL AND HAMMER,
BANKFULL ELEVATION 7. ANGLE OF NOTCH SHOULD MATCH ANGLE
HEADER LOG
HEADER LOG HEADER BETWEEN LOG ARMS OF CROSSVANE AND
L E EVATION CROSS LOG BANKFU STREAMBED STREAMBANK.
ER11 L 2 0' / 8. FILTER FABRIC SHALL BE PLACED ON THE
UPSTREAM SIDE OF THE VANE STRUCTURE TO
PREVENT WASHOUT OF SEDIMENT THROUGH
//C BOULDER GAPS. / FILTEREND
FROM THE OTTOMOF THE FOOTER BOULDER
FObTERLO STREAMBED �
TO THE FINISHED GRADE ELEVATION AND
SECTION A -A SECTION B-B SHALL BE PLACED THE ENTIRE LENGTH OF THE
STRUCTURE.
mi
CONSTRUCTED ROCK RIFFLE
BOULDERS TO BE A MINIMUM OF 3.5
L x 3W x 2.6 H (ALL DIMENSIONS
MAY VARY BY t 0.6)
4-1 WOKF
GENERAL NOTES:
1. APS BETWEEN BOULDERS SHALL BE MINIMIZED
BY FITTING BOULDERS TOGETHER AND PLUGGING
WITH SELECT MATERIAL OR CHINKING STONE
APPROVED BY DESIGN ENGINEER, AND LINING
WITH FILTER FABRIC.
2. DIMENSIONS AND SLOPES MAY BE ADJUSTED TO
FIT BY THE DESIGN ENGINEER
3. CONTRACTOR WILL BE REQUIRED TO FIT
BOULDERS TIGHTLY.
4. FOOTER BOULDERS AND VANE BOULDERS SHALL
BE NATIVE STONE OR SHOT ROCK, CUBICAL OR
RECTANGULAR IN NATURE.
5. SLOPE OF VANE FROM CENTERLINE TO THE TOP
OF THE VANE ARM SHALL BE 5-10%.
6. FILTER FABRIC SHALL BE PLACED ON THE
UPSTREAM SIDE OF THE STRUCTURE TO PREVENT
WASHOUT OF SEDIMENT THROUGH BOULDER
GAPS. FILTER FABRIC SHALL EXTEND FROM THE
BOTTOM OF THE FOOTER BOULDER TO THE
FINISHED GRADE ELEVATION AND SHALL BE
PLACED THE ENTIRE LENGTH OF THE STRUCTURE.
SECTION B-B
A
TYPE 1 NON -WOVEN
GEOTEXTILE FABRIC RIFFLE POCKET POOL
MEANDER PC SILL LENGTH VARIES
FILTER BOULDER I
ROCK CONSTRUCTED RIFFLE - PROFILE A -A'
LAN WITHOUT THE WRITTEN CONSENT OF BREC, PA IS PROHIBITED AND IS A VIOLATION OF FEDERAL COPYRIGHT LAWS, PUNISHABLE BY FINES UP TO $100,000 PER OFFENSE.
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C902
PLANTING NOTES:
LIVESTAKE/BAREROOT PLANTING
PLANTING BAG
DURING PLANTING, SEEDLINGS SHALL
BE KEPT IN A MOIST CANVAS BAG OR
SIMILAR CONTAINER TO PREVENT THE
ROOT SYSTEMS FROM DRYING.
KBC PLANTING BAR
PLANTING BAR SHALL HAVE A BLADE WITH
A TRIANGULAR CROSS SECTION, AND
SHALL BE 121N. LONG, 41N. WIDE AND 11N,
THICK AT CENTER.
ROOT PRUNING
ALL SEEDLINGS SHALL BE ROOT
PRUNED, IF NECESSARY, SO THAT NO
ROOTS EXTEND MORE THAN 10
INCHES (101N.) BELOW THE ROOT
COLLAR.
SQUARE CUT
BUDS (FACING UPWARD)
LIVE CUTTING
(1/2' TO 1" DIAMETER) n
ANGLE CUT
30"45A
LIVE STAKE
2
C902
700 GRAM COIR FIBER MATTING
FROM TOE OF CHANNEL
TO 5 FT. BEYOND BANKFULL
DIBBLE PLANTING METHOD
USING THE KBC PLANTING BAR
(FOR FLOODPLAIN BUFFER PLANTING AND UPLAND BUFFER
PLAN NG)
2
STAKING MAY BE REQUIRED THROUGH
MATTING, ROCK OR COMPACTED SOILS
A STARTER HOLE MAY BE REQUIRED.
1. INSERT PLANTING 2. REMOVE PLANTING 3. INSERT PLANTING
BAR AS SHOWN AND BAR AND PLACE BAR 21N. TOWARD
PULL HANDLE SEEDLING AT PLANTER FROM
LIVE STAKES TOWARD,PLANTER. CORRECT DEPTH. SEEDLING.
EXISTING/PROPOSED
GROUND
EXISTING/PROPOSED STREAMBED
GENERAL NOTES: 4. PULL HANDLE OF 6. LEAVE
1. LIVE STAKES SHALL BE EVENLY SPACED 1 PER 5. PUSH HANDLE
BAR TOWARD COMPACTION HOLE
SQ.YD. PLANTER, FIRMING FORWARD FIRMING SOIL AT TOP. OPEN. WATER
2. LIVE STAKES SHALL BE DRIVEN UNTIL SOIL AT BOTTOM. THOROUGHLY.
APPROXIMATELY OF LIVE STAKE IS WITHIN
GROUND.
3. IF STARTER HOLE IS NEEDED, MINIMIZE AIR
POCKET. GENERAL NOTES:
4. UTILIZE ALL ON SITE TRANSPLANT MATERIALS 1. TREE REFORESTATION SHALL BE PLANTED 6' TO 10' ON
MADE AVAILABLE BY THE OWNER. ONCE CENTER, RANDOM SPACING, AVERAGING 8' ON CENTER,
SOURCE OF TRANSPLANT MATERIAL HAS BEEN APPROXIMATELY 436-681 PLANTS PER ACRE.
HARVESTED, THEN UTILIZE LIVE STAKING. 2. OTHER PLANTING METHOD CAN BE USED WITH THE
PERMISSION OF THE PLANTING SUPERVISOR.
BANK STABILIZATION WITH LIVE STAKES
PROPOSED BANKFULL
PROPOSED
CHANNELTOE
PROPOSED
CHANNELTOE
PROPOSED BANKFULL
TYPICAL MATTING LOCATION DETAIL
700 GRAM COIR FIBER MATTING
FROM TOE OF CHANNEL
TO 2 FT. BEYOND BANKFULL
NOTES:
1. USE WOOD STAKES 2"x2"x18" (NOT METAL) FOR MATTING
INSTALLED IN PUMP AROUND OR IN THE WET.
2. USE OF METAL STAPLES IS ACCEPTABLE WHEN
CONSTRUCTING IN THE DRY AND VEGETATION IS
ESTABLISHED PRIOR TO DIVERTING WATER.
3. 700 GRAM COIR FIBER MATTING SHALL BE PLACED ALONG
THE OUTSIDE OF ALL BENDS AND ALONG BOTH SIDES OF
THE CHANNEL IN TANGENT AREAS.
4. STRAW AND SEED SHALL BE PLACED UNDER THE 700
GRAM COIR FIBER MATTING TO AID SEED GERMINATION.
GRAM COIR FIBER MATTING
—BANKFULL
ROCK CONSTRUCTED RIFFLE - SECTION B-B'
2' LONG 1" x 2' WOOD STAKES
w/ 2" GALVANIZED ROOFING NAIL
AT THE TOP TO HOLD MATTING
SECTION A -A
MATTING STAKING VIEW
700 GRAM COIR MATTING
CROSS SECTION
AK NbtK MA I INU
LONG 1" x 2" WOOD STAKES w/ 2"
ALVANIZED ROOFING NAIL AT THE
OP TO HOLD MATTING
2
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C902 jo
n rnovdrui I— PV —1 D A Al I PI!_HTC —11— T— DI AN AAAV — — — 11111 — n 1 11 n112n1 Tn IT-- P CPPnn1I!`TInAI nR PHnTnnnPVlNn nF THIS
WITHOUT THE WRITTFN CONSFNT OF RRFC P A. IS PROHIBITED AND IS A VIOLATInN nF FEDERAL COPYRIGHT I AM PI INISHARLE BY FINES UP TO $100,000 PER OFFENSE

RIPARIAN PLANTING PLAN
BARE ROOTS WILL BE SELECTED FROM THE NATIVE VEGETATION SPECIES LISTED BELOW, TREES SHOULD BE PLANTED AT A DENSITY SUFFICIENT TO PROVIDE 320 TREES PER ACRE AT MATURITY.
TO ACHIEVE THIS DENSITY, APPROXIMATELY 436 (10'X10' SPACING) TO 681 (8k8' SPACING) TREES PER ACRE SHOULD BE PLANTED INITIALLY. SHRUBS SHOULD BE PLANTED AT A DENSITY SUFFICIENT
TO PROVIDE 1200 SHRUBS PER ACRE. NO MORE THAN 20%OF ANY SPECIES SHALL BE USED, PLUGS SHALL BE USED AT THE SLOPE TOES AS NEEDED FOR STABILITY AND HABITAT.
RIPARIAN SEEDING SCHEDULE
FOR USE WITHIN 25' RIPARIAN BUFFER SEE E&SC SEEDING SCHEDULE FOR NON -BUFFER SEEDING SPECS.
SEEDING MIXTURE
WOODY VEGETATION NATIVE TO WESTERN NORTH CAROLINA
SPECIES
%COMPOSTUON
SHRUBS
COMMON NAME
SCIENTIFIC NAME
PANICUM VIRGATUM (SWITCHGRASS
10
`BUTTONBUSH
CEPHALANTHUS OCCIDENTAUS
PANICUM CLANDESTINUM DEER TONGUE)
10
AMERICAN WITCH HAZEL
'TAG
HAMAMELIS VIRGINIANA
JUNCUS EFFUSUS SOFT RUSH
( )
10
ALDER
`CAROLINA WILLOW
ALNUS SERRULATA
SALIXCAROLINIANA
CAREX VULPINOIDEA (FOX SEDGE)
10
`ELDERBERRY
SAMBUCUS CANADENSIS
SORGHASTRUM NUTANS (INDIAN GRASS)
10
RED CHOKEBERRY
ARONIA ARBUTIFOUA`
CHASMANTHIUM LATIFOLIUM (RIVER OATS)
10
`SILKY DOGWOOD
CORNUS AMOMUIN
ELYMUS HYSTRIX (BOTTLEBRUSH GRASS)
10
`SILKY WILLOW
SALIX SERICEA
VERNONIA GIGANTEA (GIANT IRONWEED)
5
WINTERBERRY
ILEXVERTICILLATA
RUBECKIA HIRTA (BLACK EYED SUSAN)
5
NINE BARK
PHYSOCARPUS
EUPATORIUM FISTULOSUM (JOE PYE WEED)
5
'/"BLACK WILLOW
TREES SALIX NIGRA
RHUS TYPHINA (STAGHORN SUMAC)
5
"BLACKGUM
NYSSA SYLVATICA
VERBENA HASTATA (BLUE VERVAIN)
5
"GREEN ASH
FRAXINUS PENNSYLVANICA
PENSTEMON DIGITALIS (TALL WHITE BEARD TONGUE)
5
"RED MAPLE
ACER RUBRUM
"RIVER B1 RCH
BETULA NIGRA
"SWEETGUM
UQUIDAMBAR STYRACIFLUA
APPLICATION:
'SYCAMORE
PLANTANUS OCCIDENTALIS
APPLY AT A RATE OF 15LBSIACRE.
"EASTERN HEMLOCK
TSUGA CANADENSIS
SOIL AMENDMENTS:
APPLY LIME AND FERTILIZER ACCORDING TO SOIL TESTS OR APPLY 4000 LB/ACRE GROUND AGRICULTURAL LIMESTONE AND 1000 LBIACRE 5-10-10 FERTILIZER
`SPECIES TO
USE FOR LIVESTAKES
"TREES
MAINTENANCE:
REFERTILIZE THE SECOND YEAR UNLESS GROWTH IS FULLY ADEQUATE. RESEED, FERTILIZE, AND MULCH DAMAGED AREAS IMMEDIATELY.
TREES & SHRUBS
PER PLANS
WATER SURFACE
FLOODPLAIN BENCH
LNESTAKES & FLOODPLAIN
PLUGS PER PLANS
NTS
BY BREC, P.A., ALL RIGHTS RESERVED. THIS PLAN MAY NOT BE RE -USED, SOLD, LOANED, OR GIVEN TO OTHERS,
THIS PLAN WITHOUT THE WRITTEN CONSENT OF BREC, P.A. IS PROHIBITED AND IS A
LAWS, PUNISHABLE BY FINES UP TO $100,000 PER OFFENSE.
C903

/-- SANDBAGS
SECTION B-B'
Fl.
DI
DI
PUMPED EFFLUENT
DEWATERING DEVICE SEE
DETAIL PROVIDED
J
PUMP AROUND
30 MIL POLY
RIPRAP FLOW
PLAN
B'
SECTION A -A'
30 MIL POLY
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©COPYRIGHT 2020 BY BREC, P.A., ALL RIGHTS RESERVED. THIS PLAN MAY NOT BE RE -USED, SOLD, LOANED, OR GIVEN TO OTHERS.
OR PHOTOCOPYING OF THIS PLAN WITHOUT THE WRITTEN CONSENT OF BREC, P.A. IS PROHIBITED AND IS A VIOLATION OF FEDERAL COPYRIGHT LAWS, PUNISHABLE BY FINES UP TO $100,000 PER OFFENSE.