20190884 Ver 2_Riparian Buffer Authorization Request_20200929

Original Submittal 9/29/2020
A. Owner/Applicant Information
General Information
Primary Contact Email: * [e-mail]
lease list the contact person's errail for questions or payrrent on this project if needed.
Who is submitting the application?* ❑ Owner
® Applicant other than Owner
❑ Agent
Is there an agent working on this application O Yes
but not submitting it? a No
1. Property Owner Information:
la. Name on Recorded Deed:*
1b. Responsible Party:
1c. Mailing Address:*
1d. Telephone:* 919-707-8280
State of North Carolina
Jeremiah Dow (NCDMS)
(for Corporations)
Street Address
1652 Mail Service Center
Address Line 2
aty State / Province / Region
Raleigh NC
Rbstal / Zip Code Country
27699-1652 United States
1e. Email Address:* [e-mail]
2. Applicant's Information (if different from owner):
2a. Name:
Alex DiGeronimo
2b. Company Affiliation:
Land Management Group
2c. Mailing Address:
Street Address
3101 Poplarwood Court
Address Line 2
(sty
Raleigh
Rbstal / Zip Code
27604
2d. Telephone:
8438301536
2e. Email Address:
[e-mail]
State / Province / legion
NC
Country
United States

1d. Subdivision Name:
le. Nearest Archdale, NC
Municipality:
1f. Property Size: 12.18
acres
19. County(or Counties) where the project is located:*
Randolph
.....................................................................................................................................................................................................................
1h. Property ID# Date of Purchase
7727495773 9/25/2020
Tax RN or Parcel id
7727596383 9/25/2020
Tax RN or Parcel id
1 i. Deed Information
Type of Book Book# Page# I
Deed F
1772-1783 & 1784-1795
Map 166 73 (1)
1j. Attach a copy of the recorded map that indicates when the lot was last platted.
aick the upload button or drag and drop files here to attach docurrent
White Buffer Recorded Plat.pdf 374.45KB
FDF only
1k. How would you like to provide the Latitude and Longitude information?*
0 Address Lookup
Q Manually
Latitude * 35.887369 Longitude *-79.927081
11. Is the project located in any of North Carolina's twenty coastal counties?*
0 Yes
a No
2. Surface Waters
...............................................................................................................................................................................................................................................................................................................................................................................................................................................................................................
2a. Name of the nearest body of water to proposed project:*
Muddy Creek

2b. Water Quality Classification of nearest receiving water:*
WS-Iv
2c. List the total estimated linear feet of all existing streams (intermittent and perennial) on the property:*
2,963
(linear feet only)
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 located on an operational cattle farm and contains 6 unnamed tributaries
that discharge directly to Muddy Creek. An overwhelming majority of the historic
buffer within the conservation easement has been cleared to maximize pasture for
cattle grazing. At this time, cattle have direct access to all 6 tributaries contributing
direct fecal loads to the surface waters as well as fine sediment caused by hoof
shear along channel banks. The watershed for UT Muddy Creek is 0.38 sq. miles at
the downstream extent of the Site. Land use with the Site's watershed is dominated
by forest, which totals approximately 32% of the contributing watershed. The
remaining contributing watershed is comprised of pasture and row crops
(approximately 27%) and residential/schools (approximately 17%).
3b. Attach an 8'/2 x 11 excerpt from the most recent version of the USGS topographic map indicating the location of the site.
pick the upload button or drag and drop files here to attach docurrent
FDF only
3c. Attach an 8 % x 11 excerpt from the most recent version of the published County NRCS Soil Survey Map depicting the
project site.
(lick the upload button or drag and drop files here to attach docurrent
FDF only
4. Proposed Activity
.............................................................................................................................................................................................................................................................................................................................................................................................................................................................................................
Provide a detailed description of the proposed activity including its purpose and include the type of equipment to be used:*
The White Buffer Mitigation Site (Site) has been selected by the NC Division of
Mitigation Services (DMS) to provide Buffer Mitigation Units (BMUs) in the Cape
Fear River Basin. The Site encompasses approximately 12.2 acres of active cattle
pasture and involves restoration and enhancement via cattle exclusion of 504,566
square feet of riparian buffers along UT Muddy Creek (UT MC, Index #17-9-(1)) and
UT 1, UT 2, and UT 5. The intent of mitigation activities is to establish a vegetated
buffer along the existing streams and provide functional uplift of features within the
existing landscape. Functional uplift will be provided through the stabilization of
actively eroding stream banks; planting of a riparian buffer; and excluding cattle
from the easement. Agricultural crossings will have exclusionary cattle fencing on
both sides to prevent cattle access to the streams. Invasive species within the buffer
easement will be removed and replanted with native woody vegetation. Before any
work within the easement is to take place, rock check dams will be installed at the
downstream extent of UT 1, UT 2, and UT to Muddy Creek. At the request of the
landowner, breaks in the conservation easements have been incorporated to allow
for the continued access of adjacent pasture. Within the easement breaks,
culverted agricultural crossings will be installed. Once the new agricultural crossings
have been installed the existing agricultural crossings within the easement will be
removed. All work on agricultural crossings will take place in the dry and a
temporary pump around will be utilized to prevent any sediment from entering live
flow. Discharge from the pump will be filtered through a sediment bag downstream
of the work being performed. After crossings have been installed, sections of
eroding stream banks will be stabilized above the ordinary high water mark by
sloping the banks back at a 2.5:1 slope, seeding and straw the disturbed soil, then
stabilizing with coir fiber matting. All grading work is to be done using an excavator.
Invasive woody species will be cut flush to existing ground and treated with an
herbicide approved for aquatic use. Root mass will be left intact for bank stability.
Exclusionary cattle fencing is to be installed around the perimeter of the easement
after grading work is completed. The easement area will then be planted with native
woody vegetation as approved by DWR in the project Mitigation Plan.

Attach a site plan as applicable to the project:
(lick the upload button or drag and drop files here to attach docunw d
Mitigation Plans_DWR_20200923_.pdf 5.95MB
FDF only
5. Jurisdictional Determinations
5a. Have jurisdictional wetlands or stream determinations by the Corps or State been requested or obtained for this
property/project (including all prior phases) in the past?*
Q Yes
CJ No
5b. Who did the determination on the jurisdictional areas?
Who did the determination?
List name if known
Date
Attach
State
Sue Homewood
(Rym W known)
07/24/2019
White Mit
772.9..
Site_Updated
StreamDeterm..
initialed and
dated.pdf
White Mitigation
522.8..
Site Stream
Determination
Letter.pdf
pdf onN
State
Katie Merritt
(Narre ff lemn)
07/30/2020
2019_07_30_... 3ii1.4..
pdr only
*** Please include the date of the determination and upload a copy of the determination.
Comments:
Sue Homewood performed the stream determination and Katie Merritt performed the
mitigation determination for the riparian areas for the Site.
6. Project History
6a. Have permits or certifications been requested or obtained for this project (including all prior phases) in the past?
O Yes
0 No
7. Future Project Plans
7a. Is this project a phased project?* 0 Yes
O No
C. Proposed Impacts Inventory
Buffer Impacts
Project is in which protected Basin?*

0 Neuse River Basin (15A NCAC 0213.0233)
0 Catawba River Basin (15A NCAC 02B.0243)
0 Randleman Lake Watershed (15A NCAC 02B.0250)
0 Tar -Pamlico River Basin (15A NCAC 02B.0259)
0 Jordan Lake Watershed (15A NCAC 0213.0267)
0 Goose Creek Watershed (15A NCAC 02B.0606 & 15A NCAC 02B.0607)
Individually list all buffer impacts below. If any impacts require mitigation, then you MUST fill out Section D of this form.
Site# - Reason
Stream Name
Buffer Impact*
Impact Type *
Zone 1
Zone 2
Pipe Removal
UT 2
Permanent
Allowable
267.00
0.00
rvbp label (e.g. Road
(P)
Square
Square
Crossing 1)
Perm orTerrp
Feet
Feet
Pipe Removal
UT Muddy
Permanent
Allowable
267.00
0.00
rvbp label (e.g. Finad
Creek
(P)
Square
Square
Crossing 1)
FbrmorTerrp
Feet
Feet
Crossing #1
UT 2
Temporary
Allowable
500.00
0.00
(crossing upfit)
(T)
Square
Square
Ivbp label (e.g. Road
Perm or Tenp
Feet
Feet
Crossing 1)
Crossing #2
UT Muddy
Permanent
Allowable
500.00
0.00
rvbp label (e.g. Finad
Creek
(P)
Square
Square
Crossing 1)
Ferm or Teap
Feet
Feet
Crossing #3
UT 1
Permanent
Allowable
500.00
0.00
rvbp label (e.g. Road
(P)
Square
Square
Crossing 1)
Perm orTerrp
Feet
Feet
Bank Stabilization
UT 1
Temporary
Allowable
2,794.
0.00
rvbp label (e.g. Finad
(T)
00
Square
Crossing 1)
FermorTerrp
Square
Feet
Feet
Bank Stabilization
LIT 2
Temporary
Allowable
2,773.
0.00
rvbp label (e.g. Road
(T)
00
Square
Crossing 1)
FermorTerrp
Square
Feet
Feet
Bank Stabilization
UT Muddy
Temporary
Allowable
2,589.
0.00
rvbp label (e.g. Finad
Creek
(T)
00
Square
Crossing 1)
FBrmorTerrp
Square
Feet
Feet
Cattle Exclusion
UT 1
Permanent
Allowable
195.00
4,053.
Fencing
(P)
Square
00
rvbp label (e.g. Road
Ferm or Terrp
Feet
Square
Crossing 1)
Feet
Cattle Exclusion
UT 2
Permanent
Allowable
435.00
6,627.
Fencing
(P)
Square
00
rvbp label (e.g. R)ad
Ferm or Terrp
Feet
Square
Crossing 1)
Feet
Cattle Exclusion
UT Muddy
Permanent
Allowable
1,995.
5,994.
Fencing
Creek
(P)
00
00
rvbp label (e.g. R)ad
Fermor Terrp
Square
Square
Crossing 1)
Feet
Feet
Total Zone 1 Impacts: 12,815.00

Total Zone 2 Impacts: 16,674.00
Total Buffer Impacts: 29,489.00
Comments:
All impacts, temporary and permanent are in congruence with the White Buffer
Mitigation Plan.
D. Impact Justification and Mitigation
1. Avoidance and Minimization
la. Specifically describe measures taken to avoid or minimize the proposed impacts in designing the project.*
The intent of mitigation activities is to establish a vegetated buffer along the eAsting
streams and provide functional uplift of features within the e)asting landscape. Due
to nature of buffer mitigation projects, a vast majority of the work is to take place
within the buffer zones making buffer impacts unavoidable. However, the temporary
and permanent impacts will be done in an effort to restore or enhance both Buffer
Zones 1 and 2 along the tributaries within the easement.
1b. Specifically describe measures taken to avoid or minimize the proposed impacts through construction techniques.*
All construction efforts are at the Site will be in accordance with the approved
Mitigation Plan. The easement area will be accessed using eAsting soil paths to
ensure minimal ground disturbance. Bank stabilization efforts are to take place
above the ordinary high water mark and will be stabilized with coir fiber matting.
Agricultural crossing removal and installation will be done utilizing a temporary pump
around operation that will filter all flow through a sediment filter bag. Rock check
dams are to be installed at the downstream extent of Ur 1, Ur 2, and LIT to Muddy
Creek to prevent any sediment from discharging to downstream waters. All
disturbed areas will be stabilized and seeded with a native riparian grass mix
E. Diffuse Flow Plan ^
..............................................................................................................................................................................................................................................................................................................................................................................................................................................................................................
la. What type of SCM are you providing?*
❑ Level Spreader
❑ Vegetated Conveyance (lower SHWT)
❑ Wetland Swale (higher SHWT)
® Proposed project will not create concentrated stormwater flow through the
buffer
❑ Other SCM that removed minimum of 30% nitrogen
1 c. Diffuse Flow Documentation* aick the upload button or drag and drop files here to attach docunwd
Mitigation Plans_DWR_20200923_.pdf 5.95MB
PDF only
F. Supplementary Information
Environmental Documentation
la. Does the project involve an expenditure of public (federal/state/local) funds or the use of public (federal/state) land?
O Yes
d 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)?
d Yes
Q No
Violations

2a. Is the site in violation of DWR Wetland Rules (15A NCAC 02H .0500), Isolated Wetland Rules (15A NCAC 02H .1300), DWR
Surface Water or Wetland Standards, or Riparian Buffer Rules (15A NCAC 02B .0200)?
r Yes
r No
2b. Is this an after -the -fact buffer authorization application?
r Yes
r No
G. Additional Information
.............................................................................................................................................................................................................................................................................................................................................................................................................................................................................................
Please upload any additional information you would like the Division to consider during application review.
Additional Attachments: Click the upload button or drag and drop fifes here to attach docurrent
PDF only
Additional Comments:
Per phone conversation with Sue Homewood on 9/29/2020, a diffuse flow plan is not
required because the project is not creating any new impervious area within the Site
boundaries.
H. Sign and Submit
By digitally signing below, I certify that:
o I have given true, accurate, and complete information on this form;
o I agree that submission of this form is a "transaction" subject to Chapter 66, Article 40 of the NC General Statutes (the "Uniform Electronic
Transactions Act')
o 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');
o I understand that an electronic signature has the same legal effect and can be enforced in the same way as a written signature; AND
o I intend to electronically sign and submit the application form."
Print Name:* Alex DiGeronimo
Signature
Alex . 'eyle)" a
Submission Date: (Auto populated f ield)

Initial Review
Is this accepted into the review process?*
Is this project a public transportation
project?*
ID#*
Version:*
Select Reviewer:
Select Reviewing Office*
Has payment been received?*
0 Yes d No
0 Yes
0 No
20201315
Sue Homewood:eads\slhomewood
Winston-Salem Regional Office - [phone]
0 No Payment Needed
0 Fee Received
0 Need Fee - send electronic notification

ROY COOPER
Governor
MICHAEL S. REGAN
Secretary
LINDA CULPEPPER
Director
Alex DiGeronimo
HDR
555 Fayetteville St
Raleigh, NC 27601
NORTH CAROLINA
Environmental Qua&ty
July 24, 2019
Subject: On -Site Determination for Applicability to the Randleman Lake Buffer Rules (15A NCAC 2B
.0250)
Subject Property: White Buffer Mitigation Site, 5796 Suits Rd, Archdale NC, Randolph County
DWR# 2019-0884
Dear Mr. DiGeronimo:
On June 19, 2019, at your request, Sue Homewood conducted an on -site determination to review features
located on the subject project for stream determinations with regards to the above noted state
regulations. Katie Merritt with the Division of Water Resources (Division) — 401 & Buffer Permitting
Branch was also present during the site visit.
The attached sketch depicts the channels that were reviewed during the site visit. Channels UT1, UT2,
UT to Muddy Creek, and UT5 as shown on the attached sketch were determined to be at least
intermittent channels and subject to the Randleman Buffer Rules cited above. UT3 and UT4 were not
evaluated as they exist within the buffer of UT to Muddy Creek. Please note that these regulations may
be subject to change in the future.
The owner (or future owners) should notify the Division (and other relevant agencies) of this decision in
any future correspondences concerning this property. This on -site determination shall expire five (5)
years from the date of this letter.
North Carolina Department of Environmental Quality I Division of Water Resources
_ Winston-Salem Regional Office 1450 W. Hanes Mill Road, Suite 300 I Winston-Salem, North Carolina 27105
a.n'f 33Fr77Fr9800

Landowners or affected parties that dispute a determination made by the Division or Delegated Local
Authority that a surface water exists and that it is subject to the buffer rule may request a determination
by the Director. A request for a determination by the Director shall be referred to the Director in writing
c/o 401 & Buffer Permitting Branch, 1650 Mail Service Center, Raleigh, NC 27699-1650. Individuals that
dispute a determination by the Division or Delegated Local Authority that "exempts" surface water from
the buffer rule may ask for an adjudicatory hearing. You must act within 60 days of the date that you
receive this letter. Applicants are hereby notified that the 60-day statutory appeal time does not start
until the affected party (including downstream and adjacent landowners) is notified of this decision. The
Division recommends that the applicant conduct this notification in order to be certain that third party
appeals are made in a timely manner. To ask for a hearing, send a written petition, which conforms to
Chapter 150B of the North Carolina General Statutes to the Office of Administrative Hearings, 6714 Mail
Service Center, Raleigh, N.C. 27699-6714. This determination is final and binding unless you ask for a
hearing within 60 days.
This letter only addresses the applicability to the buffer rules and does not approve any activity within
Waters of the United States or Waters of the State or their associated buffers. If you have any additional
questions or require additional information, please contact me at 336-776-9693 or
sue.homewoodL),ncdenr.gov.
Sincerely,
DocuSigned by:
� %�omeu.00d
456E D631098F411...
Sue Homewood
Winston-Salem Regional Office
Enclosures: USGS Topo Map
HDR Determination Features Map— DWR initialed/dated
Cc: Frann White, 1245 Watermark Ct, High Point NC 27265
Gary & Patricia White, 5796 Suits Rd, Archdale NC 27265
Katie Merritt, DWR (via email)
Jeremiah Dow, DMS (via email)
DWR, Winston-Salem Regional Office
Page 2 of 2

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3 urAkJ.
DETERMINATION FEATURES MAP
DS
7/24/2019 WHITE BUFFER MITIGATION SITE
RANDOLPH COUNTY, NORTH CAROLINA
FIGURE 3

ROY COOPER
Governor
MICHAEL S. REGAN
Secretary
LINDA CULPEPPER
Director
Alex DiGeronimo
HDR
NORTH CAROLINA
9hWrvnMV" Quality
July 30, 2019
555 Fayetteville Street, Suite 900
Raleigh, NC 27601
(via electronic mail: alex.digeronimo u,,hdrinc.com)
Re: Site Viability for Buffer Mitigation & Nutrient Offset — White Site
Located near 5792-Suits Rd., Archdale, NC
Randleman Lake Watershed
Dear Mr. DiGeronimo,
DWR# 2019-0884
Randolph County
On June 14, 2019, Katie Merritt, with the Division of Water Resources (DWR), received a request
from HDR for an onsite mitigation determination near the above -referenced site (Site). The Site is
located within the Randleman Lake Watershed of the Cape Fear River Basin in the 8-digit
Hydrologic Unit Code 03030003. The Site is being proposed as part of a full -delivery riparian buffer
mitigation project for the Division of Mitigation Services (RFP #16-007703). On June 19, 2019, Ms.
Merritt performed an onsite assessment of riparian land uses adjacent to streams and channels onsite,
which are shown on the attached map labeled "Determination Features Map". Staff from the
Division of Mitigation Services were also present onsite.
Ms. Merritt's evaluation of the features onsite and their associated mitigation determination for the
riparian areas are provided in the table below. This evaluation was made from Top of Bank (TOB)
and landward 200' from each feature for buffer mitigation pursuant to 15A NCAC 02B .0295
(effective November 1, 2015).
North Carolina Department of Environmental Quality I Division of Water Resources
E J 512 North Salisbury Street 1 1617 Mall Service Center I Raleigh, North Carolina 27699-1617
°v� 919.707.9000

White Site
HDR
July 30, 2019
Feature
Classification
'Subject
Riparian Land use
Buffer
ZNutrient
sM(tigation a DeterMinatian
onsite
to BuffBuffe
adjacent to Feature
Credit
Offset
win riparian areas
Rule
(0-200,1
Viable
Viable
UTl
Stream
Yes
Non -forested pasture grazed
Yes
N/A
Restoration Site per 15A NCAC 02B
by cattle
.0295 (n)
Minor bank stabilization and grading
needed where bank stability is
compromised and where erosional rills
and gullies are observed.
UT2
Stream
Yes
Non -forested pasture grazed
Yes
N/A
Restoration Site per 15A NCAC 02B
(at DWR
by cattle with scattered
.0295 (n)
flag)
individual trees
Minor bank stabilization and grading
needed where bank stability is
compromised and where erosional rills
and gullies are observed.
UT3
Not Evaluated
Not
Forested no cattle
N/A
N/A
N/A
evaluated
UT4
Stream
Not
Forested cattle pasture
3,4Yes
N/A
Preservation Site per 15A NCAC
evaluated
02B .0295 (o)(4) gl Enhancement
Site per 15A NCAC 02B .0295 (o)(6)
if fence is installed
UT5
Stream
Yes
Combination of forested and
MYes
N/A
Forested Areas - Preservation Site
non -forested pasture grazed
per 15A NCAC 02B .0295 (o)(5) Qr
by cattle
Enhancement Site per 15A NCAC
02B .0295 (o)(6) if fence is installed
Non -forested areas - Restoration
Site per 15A NCAC 02B .0295 (n)
Page 2 of 4

White Site
HDR
July 30, 2019
UT to
Muddy
Creek
ilal5ifcatiaa 'Subjec Riparian Land uses Buffer 2Nutrient SMitigation Tyme Determination
onsite to Suffer • d macent to Feature Credi Offset w/in riparian areas
Rule -2 0'Viable Viable
Yes Mostly non -forested pasture '.'Yes
grazed by cattle except
where privet canopy was
observed. Some areas of
forested pasture exist around
UT3, UT4, and UT5 adjacent
to this feature
N/A
Forested Areas - Preservation Site
per 15A NCAC 02B .0295 (o)(5) Q
Enhancement Site per 15A NCAC
02B .0295 (o)(6) if fence is installed
Partially forested areas -
Enhancement Site per 15A NCAC
02B .0295 (n) and required to be
planted
Non -forested areas - Restoration
Site per 15A NCAC 02B .0295 (n)
Bank sloughing needs to be remediated
where observed.
A privet canopy was present
throughout and needs to be removed
with the area treated and replanted
prior to receiving buffer credit.
A stormwater drain exists within the
buffer, but is expected to be excluded
from credit and made into a
"crossing"
'Subjectivity calls for the features were determined by DWR in correspondence dated July 24, 2019 using the 1:24,000 scale quadrangle
topographic map prepared by USGS and the most recent printed version of the soil survey map prepared by the NRCS .
2 NC Division of Water Resources - Methodology and Calculations for determining Nutrient Reductions associated with Riparian Buffer
Establishment
'The area of preservation credit within a buffer mitigation site shall comprise of no more than 25 percent (25%) of the total area of buffer
mitigation per 15A NCAC 0295 (o)(5) and 15A NCAC 0295 (o)(4). Site cannot be a Preservation Only site to comply with this rule.
4The area described as an Enhancement Site was assessed and determined to comply with all 15A NCAC 02B .0295(o)(6). Cattle
exclusion fencing is required to be installed around the mitigation area to get buffer credit under this part of the rule.
5A11 features proposed for buffer mitigation or nutrient offset, must have a conservation easement established that includes the tops of
channel banks when being measured perpendicular and landward from the banks, even when no credit is viable within the 50' riparian
buffer.
The map attached to this letter was prepared by HDR and initialed by Ms. Merritt on July 30, 2019.
This letter does not constitute an approval of this site to generate mitigation credits. Pursuant to 15A
NCAC 02B .0295, a mitigation plan shall be submitted to DWR for written approval REi2Lto
conducting any mitigation activities in riparian areas and/or surface waters for buffer mitigation
credit.
All vegetative plantings, performance criteria and other mitigation requirements for riparian
restoration, enhancement and preservation must follow the requirements in 15A NCAC 02B .0295 to
be eligible for riparian buffer mitigation credits.
Page 3 of 4

White Site
HDR
July 30, 2019
This viability assessment will expire on July 30, 2021 or upon the submittal of an As -Built Report to
the DWR, whichever comes first. This letter should be provided in all stream and wetland,
buffer and/or nutrient offset mitigation plans for this Site.
KAH/km
Attachments: Determination Features Map
cc: File Copy (Katie Merritt)
Jeremiah Dow- DMS (via electronic mail)
Sincerely,
4aren Higgins, Supervisor
401 and Buffer Permitting Branch
Page 4 of 4

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or
LEGEND f � � .1 ! •fir !� '.r r}.
�•�
Project Boundary . �I • - + � " ' � �'i
TL -. w{_
Proposed Easement f►• ��.�UL
Project Streams • �. - f. .� .� -
DETERMINATION FEATURES MAP
7/24/2019 WHITE BUFFER MITIGATION SITE
RANDOLPH COUNTY, NORTH CAROLINA
o asa Feet
FIGURE 3

- ROJ ET
� r OCAT�ON
i
VICINITY MAP
INDEX OF SHEETS
TITLE SHEET......................................................I
DETAILS.................................................................2 - 2E
PROTECT OVERVIEW NLAP........................3
PLAN SHEEFS...................................................4 - 7 ry 1
PLANTING PLAN SHEFA............................8 Y
WHITE FARMS BUFFER
MITIGATION SITE
LOCATION: RANDOLPH COUNTY, NORTH CAROLINA
LAT: 35°53' 18" LONG: -79' 55' 35"
TYPE OF WORK: STREAM BANK STABILIZATION
(GRADING, EROSION CONTROL
AND PLANTING)
MITIGATION PLANS
MITIGATION
RIPARIAN RESTORATION
SQ FEET
RIPARIAN ENHANCEMENT
SQ FEET
AREA
0'-100' BUFFER
100'-200' BUFFER
0'-100' BUFFER
100'-200' BUFFER
-UT 1-
110183.7350
7230.3975
-
-
-UT 2-
181931.2718
4740.0347
-
-
-UT MUDDY -
CREEK
144836.3756
30276.3904
11416.3133
-UT 5-
11876.6604
329.7786
1745.4892
-
TOTAL
448828.0428
42576.6011
1 13161.8025
-
PLANTING PLANS
STREAMSIDE
PIEDMONT/LOW
ASSEMBLAGE
MOUNTAIN
(LIN. FEET)
ALLUVIAL FOREST
S FEET / Acres
2,665
491,405 / 11.28
4.
A
PIPE CULVERT ----
EXISTING X
FENCE
EXISTING
TOP OF BANK
CONSERVATION E
EASEMENT
PROPOSED WOVEN__ _
WIRE FENCE
PROPOSED BARBED
WIRE FENCE
PROPOSED
BANKFULL
EXISTING FENCE
TO BE REMOVED
PROPOSED BANK
STABILIZATION
0'-100' BUFFER
- RESTORATION L I
100'-200' BUFFER
- RESTORATION
0'-100' BUFFER
- ENHANCEMENT
STREAMSIDE —
ASSEMBLAGE
PIEDMONT/LOW
MOUNTAIN
ALLUVIAL FOREST
10M X 10M
VEG PLOT
PUMP INTAKE P-1
PUMP AROUND
DEWATERING
AREA
TEMPORARY ROCK
SILT CHECK
'TYPE A'

NOTES: TYPICAL BANK
1. GRADE BANK AT 2.5:1 MAINTAINING EXISTING STABILIZATION ENHANCEMENT
TOE LOCATION. SCALE: NTS EXISTING
2. GRADED BANK TO BE SEEDED, MULCHED AND CGROUND
COIR FIBER MATTED.
2S �x 7 TT
- l ,-
PROPOSED GROUND
PLAN SHEET 4
-UT 1-
SIDE BEGINNING ENDING
COORDINATES COORDINATES
LT N= 779878.3915 N= 779852.2160
E= 1724118.3747 E= 1724121.9750
RT N= 779867.9627 N= 779786.4450
E= 1724101.5635 E= 1724162.6440
LT N= 779827.3210 N= 779775.0860
E= 1724142.1350 E=1724167.9520
LT N= 779681.6930 N= 779624.8630
E= 1724203.6530 E=1724216.9020
RT N= 779583.2450 N= 779475.1050
E= 1724221.8250 E= 1724259.9270
LT N= 779516.5340 N= 779454.5940
E= 1724250.2000 E= 1724267.2410
LT N= 779448.6400 N= 779421.8440
E= 1724270.7870 E= 1724271.5100
RT N= 779435.4720 N= 779418.2130
E= 1724266.9280 E= 1724267.6840
LT N= 779405.4940 N= 779375.1380
E= 1724274.4260 E= 1724264.3600
BANK STABILIZATION LOCATIONS
PLAN SHEET 5
-UT 2-
SIDE BEGINNING ENDING
COORDINATES COORDINATES
LT N= 780049.6503 N= 780015.7110
E= 1725536.4213 E= 1725560.9830
RT N= 779814.3630 N= 779793.3840
E= 1725674.8080 E= 1725673.7010
LT N= 779703.4180 N= 779687.2070
E= 1725672.0403 E= 172568.0080
PLAN SHEET 6
-UT 2-
SIDE
BEGINNING
ENDING
COORDINATES
COORDINATES
LT
N= 779552.7196
N= 779317.5000
E= 1725675.9484
E= 1725639.7930
RT
N= 779506.7441
N= 779374.8970
E= 1725670.0829
E= 1725650.4110
PERMANENT STREAM
CROSSING NO. 2
W/ 36" CPP
SCALE: NTS
PLAN
SIDE
BEGINNING
ENDING
COORDINATES
COORDINATES
LT
N= 779091.8324
N= 779092.5336
E= 1725623.1663
E= 1725644.4629
LT
N= 779045.8490
N= 779039.8782
E= 1725774.9597
E= 1725805.1189
PLAN SHEET 7
-UT TO MUDDY CREEK -
SIDE
BEGINNING
ENDING
COORDINATES
COORDINATES
RT
N= 778973.1281
N= 7789867.0768
E= 1725860.1924
E= 1725885.9128
RT
N= 778980.6915
N= 778973.1566
E= 1725898.1675
E= 1725909.5820
LT
N= 778980.8734
N= 778903.7689
E= 1725913.1416
E= 1726093.0384
LT
N= 778945.0681
N= 778903.7689
E= 1725980.6596
E= 1726093.0384
RT
N= 778909.6377
N= 778895.3090
E= 1726046.6395
E= 1726096.4710
RT
N= 778859.1398
N= 778864.6218
E= 1726250.3374
E= 1726283.1286
RT
N= 778866.5946
N= 778868.7223
E= 1726312.9270
E= 1726377.2877
FLOW
------------ -- ----- --
30 "
CPP
-----------------------
STREAM
'CHANNEL'
TOP OF BANK
PLAN VIEW
PERMANENT STREAM
CROSSING NO. 1
W/ 30" CPP
SCALE: NTS
10' SOIL PATH
TOP OF BANK
-
1.25' CHANNEL
EXISTING INVERT -
GROUND
�Nw
EXISTING
30" CPP GROUND
CROSS-SECTION VIEW
PERMANENT STREAM
CROSSINGS NO. 3
W/ 24" CPP
SCALE: NTS
FLOW CONCRETE BAG
HEADWALL FLOW
1 1 1 1 1 1
-----------------------------------
36" 24"
CPP 10' SOIL PATH CPP 10' SOIL PATH
-----------------------------------
1O' MIN. TOP OF BANK I TOP OF BANK
STREAM STREAM
'CHANNEL' �� CHANNEL
TOP OF BANK CONCRETE BAG I
TOP OF BANK � HEADWALL
3 3 PLAN VIEW
PLAN VIEW 1 �1 �REBAR
FILL MATERIAL
1 .25'
EXISTING
GROUND
36" CPP
CHANNEL
INVERT-7 36" CPP
EXISTIN Z 18
GROUND
EXISTING
GROUND
CONCRETE BAG
24" CPP HEADWALL
CONCRETE BAG
HEADWALL �
1.
3
1�
FILL MATERIAL
30" CPP
18'
3
3
PROFILE ALONG CULVERT
10' MIN.
1' MIN FILL
MATERIAL
SOIL PATH
CHANNEL
INVERT FLOW
24" CPP
WIN
,
18 EXISTING
GROUND
PROFILE ALONG CULVERT
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GATE: 06-01 -2020
DETAILS
CROSS-SECTION VIEW
PROFILE ALONG CULVERT
CROSS-SECTION VIEW
SHEET
2

TYPICAL MATTING LOCATION DETAIL
SCALE: NTS
PLACE TEMP/PERM SEED ALONG
WITH STRAW MULCH UNDER COIR
FIBER MATTING
CHANNEL TOE
OVERLAP
TOP OF BANK
CHANNEL
FLOW
1.5' MINIMUM�I
DI /INI \/TCIAI
5'
(TYP)
---0------ ❑ �
❑ 1❑
u
COIR FIBER MATTING
MUST EXTEND A MINIMUM
OF 1.5' PAST THE DISTURBED
BANK AREA ON ALL SIDES
TOP OF BANK
(BANKFULL)
STABILIZED SECTION OF BANK
COIR FIBER MATTING
MATTING STAKING VIEW
TOP OF BANK
(BANKFULL)
2
1.MINIMUM 1r
ORDINARY HIGH
WATER MARK
LJIII
PLACE TEMP/PERM SEED ALONG
WITH STRAW MULCH UNDER COIR
FIBER MATTING
NOTES:
1. COIR FIBER MATTING SHALL BE PLACED ALONG
SECTIONS OF THE BANK THAT HAVE BEEN REPAIRED
BY THE CONTRACTOR IMMEDIATELY UPSTREAM AND
DOWNSTREAM OF THE BRIDGE.
2. USE WOOD STAKES (NOT METAL) FOR MATTING.
3. INSTALL STAKES ACROSS MATTING AT ENDS,
JUNCTIONS, OUTER EDGES, AND
DOWN THE CENTER .
4. 2' X 2" X 2" HARDWOOD STAKES SHALL BE INSTALLED
ALONG THE OUTER EDGES (TOP OF BANK)AND DOWN THE
CENTER OF THE BANK WITH A MAXIMUM 5' SPACING.
SECTION A -A
PIPE REMOVAL DETAIL
SCALE: NTS
FLOW
OVE
EXISTING
PIPE
� II
II II
II II
I II
II II
I II
I II
STREAM
TOP OF ICHANNELI
BANK
PLAN VIEW
2' LONG 2" x 2"
-- WOOD STAKES _
w/ 2" GALVANIZED
ROOFING NAIL EXISTING 2-s /
AT THE TOP TO GROUND 7 \ /�
HOLD MATTING
EXISTING
PIPE BASE
WIDTH
VARIES
CROSS-SECTION VIEW
TRENCH AND
BACKFILL
6"
STABILIZED SECTION OF BANK
2' LONG 2" x 2"
WOOD STAKES
w/ 2" GALVANIZED
ROOFING NAIL
AT THE TOP TO
HOLD MATTING
TOP OF
BANK
TEMPORARY GRAVEL CONSTRUCTION ENTRANCE
SCALE:NTS
NOTES:
1. TURNING RADIUS SUFFICIENT TO ACCOMMODATE
LARGE TRUCKS SHALL BE PROVIDED.
2.ENTRANCE(S) SHOULD BE LOCATED TO PROVIDE
FOR UTILIZATION BY ALL CONSTRUCTION VEHICLES.
3.MUST BE MAINTAINED IN A CONDITION WHICH WILL
PREVENT TRACKING OR DIRECT FLOW OF MUD ONTO
STREETS. PERIODIC TOP DRESSING WITH STONE WILL
BE NECESSARY.
4.ANY MATERIAL TRACKED ONTO THE ROADWAY MUST BE
CLEANED UP IMMEDIATELY.
5.GRAVEL CONSTRUCTION ENTRANCE SHALL BE LOCATED
AT ALL POINTS OF INGRESS AND EGRESS UNTIL SITE
IS STABILIZED. FREQUENT CHECKS OF THE DEVICE
AND TIMELY MAINTENANCE MUST BE PROVIDED.
6.FILTER FABRIC TO BE PLACED BENEATH STONE.
CLASS "A" STONE_
8" MIN. DEPTH
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mATE:06-01-2020
DETAILS
SHEET
2A

CONSTRUCTION SPECIFICATIONS
1. CONSTRUCT SEDIMENT FENCE ON LOW SIDE
OF TOPSOIL STOCKPILE TO PREVENT SEDIMENT
FROM BEING WASHED INTO THE DRAINAGE
SYSTEM. FENCE TO EXTEND AROUND
APPROXIMATELY 70% OF THE PERIMETER OF THE
STOCKPILE.
2. LOCATE POSTS DOWNSLOPE OF FABRIC TO HELP
SUPPORT FENCING.
3. BURY TOE OF FENCE APPROXIMATELY 8" DEEP
TO PREVENT UNDERCUTTING.
4. WHEN JOINTS ARE NECESSARY, SECURELY FASTEN
THE FABRIC AT A SUPPORT POST WITH OVERLAP TO
THE NEXT POST.
5. FILTER FABRIC TO BE ON NYLON, PLOYESTER,
PROPYLENE OR ETHYLENE YARN WITH EXTRA
STRENGTH-50LB/ LIN. IN. (MINIMUM) AND WITH
A FLOW RATE OF AT LEAST 0.3 GAL./FT / MINUTE.
FABRIC SHOULD CONTAIN ULTRAVIOLET RAY
INHIBITORS AND STABLIZERS.
MAINTENANCE
1. INSPECT SEDIMENT FENCES AT LEAST ONCE A WEEK
AND AFTER EACH RAINFALL. MAKE ANY REQUIRED
REPAIRS IMMEDIATELY.
2. SHOULD THE FABRIC OF A SEDIMENT FENCE
COLLAPSE, TEAR, DECOMPOSE OR BECOME
INEFFECTIVE, REPLACE IT PROMPTLY.
3. REMOVE SEDIMENT DEPOSITS AS NECESSARY TO
PROVIDE ADEQUATE STORAGE VOLUME FOR THE NEXT
RAIN AND TO REDUCE PRESSURE ON THE FENCE.
TAKE CARE TO AVOID UNDERMINING THE FENCE
DURING CLEANOUT.
4. REMOVE ALL FENCING MATERIALS AND UNSTABLE
SEDIMENT DEPOSITS AND BRING THE AREA TO
GRADE AND STABILIZE IT AFTER THE
CONTRIBUTING DRAINAGE AREA HAS BEEN PROPERLY
STABILIZED.
MAX. SPACING = 12'
I TAIL DANIGI
WOVEN WIRE FENCE
STEEL POSTS
FENCE HEIGHT:
24" MAX.
18" MIN.
BARBED WIRE
• MIN CLASS 1 ZINC -COATING 12%2 GAUGE
WOVEN WIRE
• THE TOP AND BOTTOM WIRE SHALL BE 10 GAUGE
STEEL
• VERTICAL WIRES SHALL BE 12%? GAUGE STEEL
AND SHALL BE SPACED 6 TO 12 INCHES APART.
• FILLER WIRES SHALL BE 121/2 GAUGE STEEL
• WOVEN WIRE FENCE SHALL HAVE 1 STRAND
OF BARBED WIRE PLACED 4 TO 5 INCHES
ABOVE THE WOVEN WIRE
• MIN CLASS 3 ZINC -COATING FOR 121/2 GAUGE
HIGH TENSILE AND 151/2 GAUGE BARBED WIRE
• 2 TWISTED STRANDS WITH 151/2 GAUGE
TWO -POINT BARBS ON APPROX. 5 INCH
CENTERS.
STANDARD TEMPORARY SILT FENCE
SCALE: N.T.S.
8' MAX. STANDARD STRENGTH FABRIC WITH WIRE FENCE
6' MAX. EXTRA STRENGTH FABRIC WITHOUT WIRE FENCE
ULTRAVIOLET RESISTANT
(BLACK) MIRIFI FILTER FABRIC
OR EQUAL
BOTTOM OF WIRE FENCE AND FILTER FABRIC
BURIED 8" IN EXCAVATION TRENCH.
�-4" WIDE
TRENCH
QFCTT0Kl
STEEL POST DRIVEN
24" INTO GROUND
WOVEN WIRE FENCING DETAIL
SCALE: NTS
RAAV on 1-1 _ A'
SINGLE SPAN
BRACE ASSEMBLY
"H" BRACE ASSEMBLY
• BRACE WIRE SHALL BE 2 ROUNDS OF 121-2 GAUGE WIRE
(4 WIRES TOP TO BOTTOM) OR 1 ROUND OF 9 GAUGE
WIRE (2 WIRES TOP TO BOTTOM)
TWITCH STICK SHALL BE 3t" DIAMETER DOWEL
OR EQUAL AT BOTTOM AND TOP OF POST
POST REQUIREMENTS PULL AND BRACE POST
WOOD: L = 8 FT. MIN.
DIA. = 5 IN. MIN.
POST REQUIREMENTS HORIZONTAL BRACE
WOOD: L = 8 FT. MIN.
DIA. = 4 IN. MIN.
6" AND 12" X 3t" DIA DOWELS OR EQUIVALENT
SHALL BE USED TO ATTACH BRACE TO POST
STAY REQUIREMENTS
z x
BRACE
m
B
BARBED POST
_ _
WIRE
�t'n
z x
GROUND
LINE
M
POST REQUIREMENTS ALONG LINE
WOOD: L = 6%2 FT. MIN.
D = 24 IN. MIN.
DIA. = 3 IN. MIN.
STABLES SHALL BE 9 GAUGE GALVANIZED WIRE
MIN LENGTH 11/2" FOR SOFTWOODS
POST REQUIREMENTS AT CORNER
WOOD: L = 8 FT. MIN.
D = 31-j! FT. MIN.
DIA. = 5 IN. MIN.
TEMP SILT FENCE INSTALLATION
STEP 1:
DRIVE STEEL POSTS 24" INTO GROUND AND EXCAVATE
A 8"x 4" TRENCH UPHILL ALONG THE LINE OF POSTS.
STEP 2:
ATTACH WIRE FENCE TO POSTS AND EXTEND THE BOTTOM
OF THE FENCE 8" INTO THE EXCAVATED TRENCH.
STEP 3:
ATTACH THE FILTER FABRIC TO THE POST AND EXTEND
THE BOTTOM OF THE FABRIC 8" INTO THE TRENCH.
STEP 4:
BACKFILL THE TRENCH AND COMPACT THE SOIL FIRMLY
TO ANCHOR THE BOTTOM OF THE SILT FENCE SO THAT
RUNOFF IS FORCED TO GO THROUGH THE FENCE AND
CANNOT GO UNDER IT.
LINE POSTS
NINETY-FIVE PERCENT OF TOP DIAMETERS OF WOODEN LINE
POST (TWO INCHES ABOVE THE TOP WIRE) MUST BE THREE
INCHES LARGER. LENGTH MUST BE SUFFICIENT TO PROVIDE
FOR THE CONSTRUCTION OF AT LEAST A 42 INCH -HIGH FENCE
TO PERMIT STAPLING OF THE TOP WIRE WITHOUT SPLITTING.
TREATED POSTS SHALL BE MADE OF BLACK LOCUST, TREATED
PINE OROTHER WOOD OF EQUAL LIFE AND STRENGTH.
TREATMENT FOR RETENTION LB/FT
PINE & OAK POSTS
CREOSOTE COAL TAR 6.0
PENTACHLOROPHENO 0.3
ACID COPPER CHROMATE 0.5
AMONIACAL COPPER ARSENATE 0.4
CHROMATED COPPER ARSENATE (CCA) 0.4
NOTES
LINE POSTS MUST BE SET SOLIDLY IN THE GROUND A
MINIMUM DEPTH OF TWO FEET.
POST BACKFILLED WITH CONCRETE SHALL HAVE NO STRESS APPLIED
UNTIL AT LEAST 24 HOURS AFTER CONCRETE IS POURED.
STEEL ASSEMBLY AND POST ASSEMBLY MUST BE PROTECTED
WITH GALVANIZATION OR RUST -RESISTANT PAINT OR COATING.
WIRE CLIPS OR FASTENERS MUST BE GALVANIZED AND SIMILAR
TO STRENGTH OF FENCE WIRE.
LOCATION OF BRACES AND/OR END ASSEMBLIES ARE REQUIRED AT
ALL CORNERS AND AT ALL DEFINITE ANGLES IN THE
FENCE.
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DATE: 06-01-2020
DETAILS
SHEET
2B
WOOD: 11-2" DIA. MIN. OF DURABLE WOOD

SEQUENCE OF CONSTRUCTION FOR TYPICAL WORK AREA
1. INSTALL SPECIAL STILLING BASIN(S).
2. INSTALL STABILIZED PUMP AROUND INLET, UPSTREAM
PUMP, AND TEMPORARY FLEXIBLE HOSE.
3. PLACE UPSTREAM IMPERVIOUS CHANNEL PLUG
AND BEGIN PUMPING OPERATIONS FOR STREAM DIVERSION.
4. PLACE PUMPING APPARATUS. DEWATER ENTRAPPED AREA.
AREA TO BE DEWATERED SHALL BE EQUAL TO ONE DAY'S
WORK.
5. PERFORM STREAM RESTORATION WORK IN ACCORDANCE
WITH THE PLANS.
6. EXCAVATE ANY ACCUMULATED SILT AND DEWATER BEFORE
REMOVAL OF IMPERVIOUS CHANNEL PLUGS. REMOVE
IMPERVIOUS CHANNEL PLUGS, PUMPS, AND TEMPORARY
FLEXIBLE HOSE.
7. ALL GRADING AND STABILIZATION MUST BE COMPLETED AT
THE END OF EACH WORK DAY WITHIN THE PUMP AROUND
AREAS. THE IMPERVIOUS CHANNEL PLUG LOCATION AS SHOWN
ON THIS SHEET ONLY SHOW THE UPPER AND LOWER EXTENT OF
WORK FOR EACH STREAM SEGMENT. THE CONTRACTOR IS
RESPONSIBLE FOR DETERMINING THE LOCATION OF THE
IMPERVIOUS CHANNEL PLUG FOR EACH DAY'S WORK.
B. REMOVE SPECIAL STILLING BASIN(S) AND BACKFILL.
STABILIZE DISTURBED AREA WITH SEED AND MULCH.
NOTES:
1.ALL EXCAVATION SHALL BE PERFORMED IN ONLY DRY OR
ISOLATED SECTIONS OF CHANNEL.
2.IMPERVIOUS CHANNEL PLUGS ARE TO BE USED TO
ISOLATE WORK FROM STREAM FLOW WHEN NECESSARY.
3.SAND BAGS SHALL BE FILLED WITH CLEAN MASONRY SAND
OR CLEAN #57 STONE.
4.ALL GRADED AREAS SHALL BE STABILIZED WITHIN 24 HOURS.
5.MAINTENANCE OF STREAM FLOW OPERATIONS SHALL BE
INCIDENTAL TO THE WORK. THIS INCLUDES POLYETHYLENE
SHEETING, DIVERSION PIPES, PUMPS AND HOSES.
6.PUMPS AND HOSES SHALL BE OF SUFFICIENT SIZE TO
DEWATER THE WORK AREA.
7.SIDESLOPES OF RESTORED CHANNEL SHALL BE MATTED
PRIOR TO TURNING WATER INTO CHANNEL. SEE TYPICAL
MATTING LOCATION DETAIL.
S.CONTRACTOR IS RESPONSIBLE FOR DETERMINING & AQUIRING
THE PROPER SIZED PUMP.
9.WATER PUMPED FROM EXCAVATIONS SHALL BE DISCHARGED
INTO A GEOTEXTILE SILT BAG AND SHALL PROVIDE MEASURES
TO PREVENT DISCHARE FROM EXCEEDING 10 NTU'S.
CONTRACTOR MAY UTILIZE FLOCCULANTS TO SETTLE OUT
PARTICLES.
10.ALL SEDIMENT BAGS (GEOTEXTILE SILT BAG) MUST BE
EMPTIED OF ACCUMULATED MATERIAL SPREAD OUT AND
PERMANENTLY STABILIZED.
PUMP -AROUND OPERATION
SCALE:NTS
STABILIZED
PUMP -AROUND
INLET
PUMP -AROUND PUMP
TEMPORARY
IMPERVIOUS
CHANNEL PLUG
NOTES:
- SEE SPECIFICATIONS FOR
MAINTENANCE REQUIREMENTS.
EXISTING STREAM
CHANNEL
I I
^a
u
TEMPORARY
FLEXIBLE HOSE
:v
TEMPORARY IJLLII
ae
FLEXIBLE HOSE
f�
IdI
IUMETAROUND
II
SAND BAGS
TOP
OF BANK
d�
DEWATERING PUMP
1(
-------A
o --- ---- -
--- --------------
TOE
OF BANK
SPECIAL STILLING BASIN
0 0 CD 0
PDA-1 WITH ROCK PAD
II
o
FLOW-�
SPECIAL STILLING BASIN
WITH ROCK PAD (SEE PROJECT
o 0 0 0 0
m Tm
SPECIAL PROVISIONS) UTILIZE
- ------------- _
�z
A STABILIZED OUTLET INSTEAD
__ _
TOE
OF BANK
OF A SPECIAL STILLING BASIN
u
IF PUMPING CLEAN WATER.
TOP
OF BANK
Z
^
TEMPORARY
IMPERVIOUS
15'-20'
s.
PUMP -AROUND OPERATION
CHANNEL PLUG
w
PLAN VIEW CLEAN PLASTIC LINER
OR GEOTEXTILE
LINER
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INLET
ocw a
7
PLAN VIEW
U- c _
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O~
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Ui ~
H QU
= N
TEMPORARY
PUMP AROUND
SAND BAGS
FLEXIBLE HOSE
INLET
H
HIGH TENSILE
— J
IMPERVIOUS
O
GEOTEXTILE FABRIC
FLOW
0
f
z
CLEAN PLASTIC LINER
Q
in
OR GEOTEXTILE LINER
r EXISTING GROUND
25' MIN.
SILT BAG — — — — — — — — — — —
ETING
XCHANNEL
IS
OPTIONAL 6"
CLASS A STONE
15'-20' PLASTIC LINER OR
GEOTEXTILE LINER
NOTE: ALL SILT BAGS MUST BE DIRECTED
TO A NON -EROSIVE OUTLET.
O O O O
TEMPORARY __—_--O O O O J
IMPERVIOUS ° 000
CHANNEL PLUG U
SEE DETAIL 15'-20' U)
SHEET EC-
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STABILIZED PUMP -AROUND INLET z
SECTION A -A
DATE: 06-01-2020
DETAILS
STILLING BASIN WITH ROCK PAD
SHEET
2D

Zone 1: Streamside Assemblage
Feet of Stream Bank
2,665 ft
Unit
Type*
Plant Spacing
4 ft
Common Name
Scientific Name
% Composition
# Planted
Blackwiilow
Salixnigra
L
23.5
157
Tag alder
Alnus serrulato
L
23.5
157
Silky dogwood
Cornus amomum
L
23.5
157
Green ash
Fraxinus pennsylvanica
R
5.0
34
Sycamore
Platanus occidentalis
R
23.5
157
TOTAL
662
Zone 2: Piedmont/Low Mountain Alluvial
Forest
Area
11.28 ac
Plant Spacing
s ft
Common Name
Scientific Name
% Composition
# Planted
Tulip tree
Liriodendrontulipifera
t
11
845
River birch
Butelanigra
1
11
845
American hornbeam
Carpinus carohniano
t
6
460
Water Oak
Quercus nigra
t
16
1228
Sycamore
Platanus occidentalis
t
11
845
Green ash
Fraxinus pennsylvanica
t
5
384
Shagbark Hickory
Carya ovoto
3
6
464
American elm
WmusAmericana
R
6
461
Flowering dogwood
Cornusflorida
R
6
460
Willow oak
Quercus phellos
R
11
845
Bitternut hickory
Carya cordiformis
R
11
845
TOTAL
7,678
*Live Stake (L), Bare Root (R)
NOTES:
1. PLACE ONE LIVE STAKE AT TOP OF
BANKFULL CHANNEL AND THEN THE
NEXT LIVE STAKE AT THE TOE OF
BANKFULL CHANNEL IN AN ALTERNATING
PATTERN.
2. LIVE STAKES SHALL BE EVENLY SPACED
4 FT. APART.
3. LIVE STAKES SHALL BE DRIVEN UNTIL
APPROXIMATELY 3/4 OF LIVE STAKE IS
WITHIN GROUND.
4. IF STARTER HOLE IS NEEDED, MINIMIZE
AIR POCKET.
5. UTILIZE ALL ON SITE TRANSPLANT
MATERIALS MADE AVAILABLE BY THE
OWNER. ONCE SOURCE OF TRANSPLANT
MATERIAL HAS BEEN HARVESTED, THEN
UTILIZE LIVE STAKING.
LIVE STAKE DETAIL
SCALE:NTS
SQUARE CUT
BUDS - - - - - - -
(FACING UPWARD)
(1V2"CIN 1 %2DIA) �I I2-3 FT.
ANGLE CUT
30°-45°
I T\/G CTAk P:
PLANTING DETAILS
SEEDLING / LINER BAREROOT PLANTING DETAIL
HEALING IN
1. LOCATE A HEALING -IN SITE
IN A SHADY, WELL PROTECTED
AREA.
2. EXCAVATE A FLAT BOTTOM
TRENCH 12IN. DEEP AND
PROVIDE :?DRAINAGE.7
3. BACKFILL THE TRENCH
WITH 2IN. OF COMPOST.
PLACE A 2IN. LAYER OF
COMPOST AT A SLOPING
ANGLE AT ONE END OF
THE TRENCH.
5. PLACE A 2IN. LAYER OF
COMPOST OVER THE
ROOTS MAINTAINING
A SLOPING ANGLE.
NOTE:
STAKING MAY BE REQUIRED THROUGH
MATTING, ROCK OR COMPACTED SOILS.
A STARTER HOLE MAY BE REQUIRED.
LIVE STAKES
STREAMBED EXISTING/
PROPOSED
GROUND
BANK STABILIZATION
W/ LIVE STAKES
4. PLACE A SINGLE LAYER
OF PLANTS AGAINST THE
SLOPING END SO THAT
THE ROOT COLLAR IS AT
GROUND LEVEL.
6. REPEAT LAYERS OF
PLANTS AND COMPOST
AS NECESSARY AND
WATER THOROUGHLY.
PLANTING METHOD
USING A SHOVEL
r
1. DIG HOLE WITH SHOVEL 2. REMOVE SOIL FROM HOLE
TO APPROPRIATE DEPTH WITH SHOVEL. HOLE SHALL
AND WIDTH FOR SEEDLING. NOT BE MADE BY COMPACTING
SOIL AWAY FROM THE HOLE.
PLANTING NOTES:
PLANTING BAG
DURING PLANTING, SEEDLINGS tA
SHALL BE KEPT IN A MOIST
CANVAS BAG OR SIMILAR
CONTAINER TO PREVENT THE
ROOT SYSTEMS FROM DRYING.
ROOT PRUNING
ALL SEEDLINGS SHALL BE ROOT
PRUNED, IF NECESSARY, SO THAT
NO ROOTS EXTEND MORE THAN
24INCHES (24IN.) BELOW THE
ROOT COLLAR.
TREE REFORESTATION SHALL BE PLANTED
8' ON CENTER, RANDOM SPACING,
APPROXIMATELY 260 PLANTS PER ACRE.
3. REMOVE SHOVEL AND
PLACE SEEDLING AT
CORRECT DEPTH.
4. FILL HOLE WITH SOIL.
TAMP SOIL TO REMOVE
AIR POCKETS.
WATER THOROUGHLY.
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PLANTING
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SHEET
2E

MAX. SPACING = 20' WITHOUT STAY
25' WITH ONE STAY
30' WITH TWO STAYS
BARBED WIRE FENCE DETAIL
SCALE: NTS
BARBED WIRE
X X
X
X
X
X X
X
X
X STAY REQUIREMENTS
X X
X
X
X
WOOD: 1-1/2 IN. DIA. MIN. OF DURABLE WOOD
LINE PANEL
BARBED WIRE BRACE = z
POST w BARBED WIRE
121-'2 GAUGE CONVENTIONAL OR
r a 151/2 GAUGE HIGH-TENSION
GROUND LINE � _ - 2 TWISTED STRANDS WITH 14 GAUGE OR
n v co J HEAVIER TWO -POINT BARBS ON APPROX.
5 INCH CENTERS.
o • CLASS 1 (MIN. OR EQUIV.) ZINC -COATING
AS PER ASTM A-121.
• 15" SPACING BETWEEN WIRES
POST REQUIREMENTS ALONG LINE
WOOD: L = 6 FT. MIN. STEEL: L = 5-1/2 FT. MIN.
D = 24 IN. MIN. D = 18 IN. MIN.
DIA. = 3 IN. MIN. STANDARD "T" OR "U"; > 1.25 LBS/FT OF LENGTH
POST REQUIREMENTS AT CORNER
WOOD: L = 7 FT. MIN. STEEL: L = 7 FT. MIN.
D = 3 FT. MIN. D = 3 FT. MIN. (SET IN CONC.)
DIA. = 5 IN. MIN. DIA. = ROUND 2-3/8 IN. O.D. OR
ANGLE IRON 2-1/2 X2-1/2 X1/4 (IN.)
TEMPORARY SEEDING SCHEDULE
DATE TYPE PLANTING RATE
(LBS/ACRE)
JAN 1 - MAY 1 RYE GRAIN 120
KOREAN LESPEDEZA 50
GROUND AGRICULTURAL LIMESTONE 2,000
10-10-10 FERTILIZER 750
STRAW MULCH 4,000
MAY 1 - AUG 15 GERMAN MILLET 40
GROUND AGRICULTURAL LIMESTONE 2,000
10-10-10 FERTILIZER 750
STRAW MULCH 4,000
AUG 15 - DEC 30 RYE GRAIN 120
GROUND AGRICULTURAL LIMESTONE 2,000
10-10-10 FERTILIZER 1,000
STRAW MULCH 4,000
TREATMENT FOR 3
PINE & OAK POSTS RETENTION LB/FT
CREOSOTE COAL TAR 6.0
PENTACHLOROPHENO 0.3
ACID COPPER CHROMATE 0.5
AMONIACAL COPPER ARSENATE 0.4
CHROMATED COPPER ARSENATE (CCA) 0.4
LINE POSTS MUST BE SET SOLIDLY IN THE GROUND A
MINIMUM DEPTH OF TWO FEET.
STEEL ASSEMBLY AND POST ASSEMBLY MUST BE PROTECTED
WITH GALVANIZATION OR RUST -RESISTANT PAINT OR COATING.
WIRE CLIPS OR FASTENERS MUST BE GALVANIZED AND SIMILAR
TO STRENGTH OF FENCE WIRE.
LOCATION OF BRACES AND/OR END ASSEMBLIES ARE REQUIRED AT
ALL CORNERS AND AT ALL DEFINITE ANGLES IN THE
FENCE.
FENCE WIRE ACROSS BANKFULL CHANNEL SHALL BE A NON -BARBED
TYPE WIRE WITH SIMILIAR PROPERTIES AS THE BARBED WIRE.
LINE POSTS
NINTY-FIVE PERCENT OF TOP DIAMETERS OF WOODEN LINE
POST (TWO INCHES ABOVE THE TOP WIRE) MUST BE THREE
INCHES LARGER. LENGTH MUST BE SUFFICIENT TO PROVIDE
FOR THE CONSTRUCTION OF AT LEAST A 42 INCH -HIGH FENCE
TO PERMIT STAPLING OF THE TOP WIRE WITHOUT SPLITTING.
UNTREATED OR TREATED POSTS MADE OF JUNIPER (CEDAR, EXCEPT
ROCKY MOUNTAIN), OAK, OSAGE ORANGE, BLACK LOCUST, AND
REDWOOD OR, BOIS-D-'ARC, TREATED PINE OR FEDERAL
SPECIFICATION TT-W-571c OR AS INDICATED BELOW.
PERMANENT SEED MIXTURE
Recommended application rate: 20 to 25 lbs. per acre
Species
Common Name
Percent
Agrostis perennans
Autumn bentgrass
15
Andropogon gerardii
Big bluestem
10
Coreopsis lanceolata
Lanceleaf coreopsis
10
Elymus virginicus
Virginia wildrye
20
Juncus effusus
Soft rush
5
Panicum virgatum
Switchgrass
15
Rudbeckia hirta
Blackeyed susan
10
Schizachyrium scoparium
Little bluestem
5
Sorghastrum nutans
Indian grass
5
Tripsacum dactyloides
Eastern gamagrass
5
100
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DETAILS
SHEET
2C

LEGEND
PIPE CULVERT :----;
0'-100' BUFFER
- RESTORATION
L�����
EXISTING
FENCE x
100'-200' BUFFER
- RESTORATION
EXISTING
TOP OF BANK
0'-100' BUFFER
CONSERVATION
E
- ENHANCEMENT
EASEMENT
10M X 10M
��
PROPOSED
VEG PLOT
BANKFULL
EXISTING FENCE
TO BE REMOVED
PUMP INTAKE
P-1
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WIRE FENCE .
PUMP AROUND
DEWATERING
PROPOSED BARBED
AREA
WIRE FENCE -• �.
TEMPORARY ROCK
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° 1.FOR BEGINNING AND ENDING COORDINATES
FOR PROPOSED BANK STABILIZATION AREAS
SEE DETAIL SHEET 2.
2.ALL EXISTING FENCE INSIDE CONSERVATION
EASEMENT WILL BE REMOVED.
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FOR STREAM DETAILS SEE SHEETS 2 THRU 2E
FOR PROJECT OVERVIEW MAP SEE SHEET 3
FOR PLAN SHEETS SEE SHEETS 4 THRU 7
FOR PLANTING PLAN SHEET SEE SHEET 8
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PROPOSED MITIGATION PLAN
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LEGEND
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EXISTING x
PROPOSED BARBED
WIRE FENCE jp�k kj&.%
10M X 10M
VEG PLOT
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FENCE
EXISTING FENCE
EXISTING
TOP OF BANK
TO BE REMOVED
PROPOSED BANK
PUMP INTAKE
P-1
STABILIZATION
CONSERVATION
E
EASEMENT
PUMP AROUND
PROPOSED
0'-100' BUFFER
DEWATERING
AREA
BANKFULL
RESTORATION L
PROPOSED WOVEN°
100E-200' BUFFER
TEMPORARY ROCK
SILT CHECK
WIRE FENCE
- RESTORATION
'TYPE A'
/
/
r
NOTES:
1.FOR
BEGINNING AND ENDING COORDINATES
FOR
STREAM DETAILS SEE SHEETS 2 THRU 2E
FOR
PROPOSED BANK STABILIZATION AREAS
FOR
FOR
PROJECT OVERVIEW MAP SEE SHEET 3
PLAN SHEETS SEE SHEETS 4 THRU 7
SEE
2.ALL
DETAIL SHEET 2.
EXISTING FENCE INSIDE CONSERVATION
FOR
PLANTING PLAN SHEET SEE SHEET 8
EASEMENT WILL BE REMOVED.
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LEGEND
PUMP INTAKE
P-1
PIPE CULVERT
�__ EXISTING FENCE
TO BE REMOVED
EXISTING
PROPOSED BANK
PUMP AROUND
FENCE
x
STABILIZATION
DEWATERING
AREA
EXISTING
0'-100' BUFFER
TOP OF BANK
- RESTORATION
RARY ROCK
SILT OCHECK
CONSERVATION
E
'TYPE A'
EASEMENT
100'-200' BUFFER
RESTORATION
PROPOSED WOVEN
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WIRE FENCE
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PROPOSED BARBED,
VEG PLOT*
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FOR STREAM DETAILS SEE SHEETS 2 THRU 2E
FOR PROJECT OVERVIEW MAP SEE SHEET 3
FOR PLAN SHEETS SEE SHEETS 4 THRU 7
FOR PLANTING PLAN SHEET SEE SHEET 8
NOTES:
1.FOR BEGINNING AND ENDING COORDINATES
FOR PROPOSED BANK STABILIZATION AREAS
SEE DETAIL SHEET 2.
2.ALL EXISTING FENCE INSIDE CONSERVATION
EASEMENT WILL BE REMOVED.
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PLAN
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LEGEND
CONSERVATION E
EASEMENT
STREAMSIDE
ASSEMBLAGE -
PIEDMONT/LOW
MOUNTAIN
ALLUVIAL FOREST
INVASIVE
SPECIES
REMOVAL
PLANTING PLAN
N^
FOR STREAM DETAILS SEE SHEETS 2 THRU 2E
FOR PROJECT OVERVIEW MAP SEE SHEET 3
FOR PLAN SHEETS SEE SHEETS 4 THRU 7
FOR PLANTING PLAN SHEET SEE SHEET 8 f,
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DATE:06-01-2020
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PLAN
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