20171178 Ver 1_401 Application_20170914

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Soil & Environmental Consultants, PA
8412 Falls of Neuse Road, Suite 104, Raleigh, NC 27615 • Phone: [phone] • Fax: [phone]
sandec.com
To: US Army Corps of Engineers
Raleigh Regulatory Field Office
Attn: Tasha Alexander
3331 Heritage Trade Drive, Suite 105
Wake Forest, NC 27587
From: Bob Zarzecki
Soil & Environmental Consultants, P.A.
September 13, 2017
S&EC Project # 12882.D2
N.C. Division of Water Resources
401 & Buffer Permitting Unit
Attn: Karen Higgins
Archdale Building — 9's Floor
512 North Salisbury Street,
Raleigh, NC 27604
Re: The Pointe at Midtown - Stream Repair & Stabilization
Raleigh, NC
20171178
On behalf of the owners, Federal Capital Partners, Kane Andrews Acquisitions, LLC and St. Albans, LLC, please find
attached a complete application and supplemental information requesting written concurrence from the U.S. Army
Corps of Engineers (USACE) and the N.C. Division of Water Resources (DWR) that the activities proposed below may
proceed under Nationwide Permit 13 and General Water Quality Certification 4087. Please contact me at (919) 846-
5900 if you have any questions or require additional information.
PROJECT SUMMARY
Project Name
The Pointe at Midtown - Stream Repair & Stabilization
Project Type
Stream Repair & Stabilization
Applicant
Avondale Raleigh LLC
County
Wake
Nearest Town
Raleigh
Waterbody Name
Big Branch
Index Number
27-33-17
Class
C;NSW
USGS Cataloging Unit
03020201
IMPACT CITMMARY
Zone 1 Buffer Impact (Square Feet):
4940 sf
Zone 2 Buffer Impact (Square Feet):
614 sf
Stream Impact (Linear Feet):
1561f
Stream Impact (Acres):
0.121 ac
Attachments: Complete PCN Application & Supplemental Information
DWR Permit Application Fee
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SEP 1 4 2017

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Office Use Only:
Corps action ID no.
DWQ project no.
Form Version 1.4 January 2009
Page 1 of 14
PCN Form —Version 1.4 January 2009
Pre -Construction Notification (PCN) Form
A.
Applicant Information
1.
Processing
1 a.
Type(s) of approval sought from the
Corps:
®Section 404 Permit El Section 10 Permit
1b.
Specify Nationwide Permit (NWP) number: 13 or General Permit (GP) number: N/A
1c.
Has the NWP or GP number been verified by the Corps?
® Yes ❑ No
1 d.
Type(s) of approval sought from the DWQ (check all that apply):
® 401 Water Quality Certification — Regular ❑ Non -404 Jurisdictional General Permit
❑ 401 Water Quality Certification — Express ® Riparian Buffer Authorization
1e.
Is this notification solely for the record
because written approval is not required?
For the record only for DWQ 401
Certification:
❑ Yes ® No
For the record only for Corps Permit:
❑ Yes ® 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 ® No
1 g.
Is the project located in any of NC's twenty coastal counties. If yes, answer 1 h
below.
❑ Yes ® No
1h.
Is the project located within a NC DCM Area of Environmental Concern (AEC)?
❑ Yes ® No
2.
Project Information
2a.
Name of project:
THE POINTE AT MIDTOWN — STREAM REPAIR & STABILIZATION
2b.
County:
Wake
2c.
Nearest municipality / town:
Raleigh Inn IR
2d.
Subdivision name:
N/A
2e.
NCDOT only, T.I.P. or state
project no:
N/A 14 2n17 IJUI
3.
Owner Information
3a.
3b.
Name(s) on Recorded Deed:
Deed Book and Page No.
St. Albans, LLC /Avond re s Acquisition, LLC
DB: 013224 Pg: 019871 DB: 015752 Pg: 0 16689 Pg: 02568
3c.
Responsible Party (for LLC if
applicable):
Mr. John Kane /Mr. Nason Khomassi /Mr. John Kane
3d.
Street address:
P.O Box 30546 15425 Wisconsin Avenue, Suite 202 /4321 Lassiter at North Hills Ave.
3e.
City, state, zip:
Raleigh, NC 27622/Chevy Chase, MD 20815-3583/Raleigh, NC 27609
3f.
Telephone no.:
[phone]/[phone]/[phone]
3g.
Fax no.:
fax agent if needed
3h.
Email address:
Doitts(cDkanerealtycori).com /nkhomassi fcpdc.com /Di)itts(aDkaneregaygorp.com
Page 1 of 14
PCN Form —Version 1.4 January 2009

4.
Applicant Information (if different from owner)
4a. Applicant is:
❑ Agent ® Other, specify: owner— Avondale Raleigh, LLC
4b.
Name:
Nason Khomassi
4c.
Business name
(if applicable):
Avondale Raleigh, LLC c/o Federal Capital Partners
4d.
Street address:
835 Navaho Drive
4e.
City, state, zip:
Raleigh, NC 27609
4f.
Telephone no.:
[phone]
4g.
Fax no.:
N/A
4h.
Email address:
[e-mail]
5.
Agent/Consultant Information (if applicable)
5a. Name:
Bob Zarzecki
5b. Business name
(if applicable).-
pplicable):5c.
Soil & Environmental Consultants, PA
5c.
Street address:
8412 Falls of Neuse Road, Ste. 104
5d.
City, state, zip:
Raleigh, NC 27615
5e. Telephone no.:
919-846-5900
5f.
Fax no.:
919-846-9467
5g.
Email address:
bzarzeckiasandec.com
Page 2 of 14

B. Project Information and Prior Project History
1. Property Identification
1a. Property identification no. (tax PIN or parcel ID):
Parcel ID: 1705981738/0715170038/1705989505
1 b. Site coordinates (in decimal degrees):
Latitude: 35.831602 Longitude: -78.628123
1 c. Property size:
Parcel Area: ± 20.38 Acres
2. Surface Waters
2a. Name of nearest body of water (stream, river, etc.) to
Big Branch (Stream Index No. 27-33-17)
proposed project:
2b. Water Quality Classification of nearest receiving water:
C; NSW
2c. River basin:
Neuse River Basin; Hydrologic Unit Code 03020201
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: Existing conditions consist of a perennial stream (Big Branch) located directly west of the existing The Pointe
at Midtown apartment complex. The stream bank is unstable and eroding towards an existing apartment building. The top
of the stream bank is currently within 10 feet of the building. The 1-440 Beltline is located just south of the project. A large
sanitary sewer line and easement exists just west of the project. The surrounding parcels to the west and north are
currently undeveloped and wooded. The general land use in the vicinity of the project is residential.
3b. List the total estimated acreage of all existing wetlands on the property: 0 Acres
3c. List the total estimated linear feet of all existing streams (intermittent and perennial) on the property: +/- 260 linear feet
3d. Explain the purpose of the proposed project:
Stream repair & stabilization to protect an existing residential apartment building.
3e. Describe the overall project in detail, including the type of equipment to be used:
The overall project consists of the repair and stabilization of +/- 156 If of Big Branch. Natural channel design
techniques are proposed. See attached preliminary "Construction Drawings for the The Pointe at Midtown Stream Repair
& Stabilization Plan". Boulder toe and bank protection is proposed along the left bank closest to the existing apartment
building. Two in -channel boulder structures (J -hooks w/step-pools) are also proposed. Equipment typically used for
construction and earthwork such as backhoes, bulldozers, excavators, etc. will be utilized for this project.
4. Jurisdictional Determinations
4a. Have jurisdictional wetland or stream determinations by the
Corps or State been requested or obtained for this property /
®Yes El No El Unknown
project (including all prior phases) in the past?
Comments:
4b. If the Corps made the jurisdictional determination, what type
of determination was made?
® Preliminary ❑ Final
Comments:
4c. If yes, who delineated the jurisdictional areas?
Agency/Consultant Company: Soil & Environmental
Name (if known): Bob Zarzecki
Consultants, PA Other:
4d. If yes, list the dates of the Corps jurisdictional determinations or State determinations and attach documentation.
A pre -application site visit was conducted with Tasha Alexander (USA CE) and Cherri Smith (DWR-RRO) on October 4,
2016. Ms. Alexander verified jurisdictional areas and Ms. Cherry Smith confirmed the Neuse Buffers during this site visit.
5. Project History
5a. Have permits or certifications been requested or obtained for
❑ Yes ® No ❑ Unknown
this project (including all prior phases) in the past?
5b. If yes, explain in detail according to "help file" instructions. N/A
6. Future Project Plans
6a. Is this a phased project?
❑ Yes ® No
6b. If yes, explain.
N/A
Page 3 of 14
PCN Form — Version 1.4 January 2009

C. Proposed Impacts Inventory
1. Impacts Summary
1 a. Which sections were completed below for your project (check all that apply):
❑ Wetlands ® 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 Forested
(Corps - 404, 10 Area of impact
Permanent (P) or
wetland
DWQ — non -404, other) (acres)
Temporary T
if known
2g. Total wetland impacts 0
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 -Permanent
(PER) or
(Corps - 404, 10
stream
length
(P) or Temporary (T)
intermittent
DWQ — non -404,
width
(linear
(INT)?
other)
(feet)
feet)
S1 ❑ P ®T
Stream Repair &
Big Branch
® PER
® Corps
33.79'
156'
Stabilization
❑ INT
❑ DWQ
3h. Total stream and tributary impacts
156'
3i. Comments:
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 individu Ily list all open water im acts below.
4a.
4b.
4c.
4d.
4e.
Open water impact
Name of waterbody
number—
(if applicable)
Type of impact
Waterbody type
Area of impact (acres)
Permanent (P) or
Temporary T
01 ❑P❑T
M. Total open water impacts
0
4g. Comments:
Page 4 of 14

5. Pond or Lake Construction
If pond or lake construction proposed, then com fete the chart below.
5a.
5b.
5c.
5d.
5e.
Wetland Impacts (acres)
Stream Impacts (feet)
Upland
Pond ID
Proposed use or purpose of
(acres)
number
pond
Flo
ode
Filled
Excavated
Flooded
Filled
Excavated
Flooded
d
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.
® Neuse ❑ Tar -Pamlico ❑ Other:
Project is in which protected basin?
❑ Catawba ❑ Randleman
6b.
6c.
6d.
6e.
6f.
6g.
Buffer impact
number—
Reason for impact
Buffer
Zone 1 impact
Zone 2 impact
Permanent (P) or
Stream name
mitigation
(square feet)
(square feet)
Temporary T
required?
B1 ❑ P ® T
Stream Repair &
Big Branch
❑ Yes
4,940
614
Stabilization
® No
6h. Total buffer impacts
4,940
614
6i. Comments: Note: Buffer impact areas have been rounded up to the next square foot.
Page 5 of 14

D.
Impact Justification and Mitigation
1.
Avoidance and Minimization
1a.
Specifically describe measures taken to avoid or minimize the proposed impacts in designing project.
S&EC completed a Wo US delineation and Neuse River Buffer evaluation for the entire property in order to identify natural
resources so that impacts could be avoided & minimized to the maximum extent practicable. The impacts associated with
the project are necessary in order to properly stabilize and repair this section of Big Branch and protect the existing
apartment building. Natural channel design techniques have been incorporated into the design.
1 b.
Specifically describe measures taken to avoid or minimize the proposed impacts through construction techniques.
As per the project engineer, Standard Erosion Control measures will be incorporated such as silt fencing during
construction. The work proposed would be done "in the wet' as rerouting the stream or pumping the stream around
the site is not practicable for a stream of this size. Weather conditions will be monitored such that work is done
during low flow conditions. All heavy equipment (excavators, etc.) will be cleaned and inspected prior to entering the
stream to help ensure that no fuel or oil leaks occur. The selected contractor will be required to have experience
working "in the wet' on similar stream restoration and repair projects. All necessary permits will be obtained from the
City of Raleigh prior to 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?
❑ Yes ® 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.
4b.
Stream mitigation requested:
4c.
If using stream mitigation, stream temperature.-
emperature:4d.
4d.
Buffer mitigation requested (DWQ only):
4e.
Riparian wetland mitigation requested:
4f.
Non-riparian wetland mitigation requested:
4g.
Coastal (tidal) wetland mitigation requested:
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 14
PCN Form — Version 1.4 January 2009

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 ® 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)
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: This project falls under the "Protection of existing structures" use which states that all buffer impacts
associated with this project will be allowable without mitigation.
Page 7 of 14

E.
Stormwater Management and Diffuse Flow Plan (required by DWQ)
1.
Diffuse Flow Plan
1a.
Does the project include or is it adjacent to protected riparian buffers identified
® Yes ❑ No
within one of the NC Riparian Buffer Protection Rules?
1 b.
If yes, then is a diffuse flow plan included? If no, explain why.
The project only consists of repairing and stabilizing Big Branch and therefore does not
❑ Yes ® No
require a diffuse flow plan.
2.
Stormwater Management Plan
2a.
What is the overall percent imperviousness of this project?
N/A
2b.
Does this project require a Stormwater Management Plan?
❑ Yes ® No
2c.
If this project DOES NOT require a Stormwater Management Plan, explain why:
The stream repair/stabilization project will not result in any additional impervious 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?
N/A
❑ 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 8 of 14
PCN Form — Version 1.3 December 10, 2008 Version

F. Supplementary Information
1. Environmental Documentation (DWQ Requirement)
1a. 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)?
1c. 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
letter.)
❑ Yes ❑ No
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 2B .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.
We have reviewed the "Draft Internal Policy, Cumulative impacts and the 401 Water Quality Certification and Isolated
Wetlands Programs" document prepared by the NC Division of Water Quality on April 10, 2004, version 2.1. Stream
repair and stabilization projects such as this are typically not considered to have any potential cumulative impacts.
We anticipate that the DWR will advise us if any additional information is needed.
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.
No additional wastewater will be generated from the stream repair and bank stabilization project.
Page 9 of 14
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
❑ Yes ® No
impacts?
❑ Raleigh
5c. If yes, indicate the USFWS Field Office you have contacted.
❑ Asheville
5d. What data sources did you use to determine whether your site would impact Endangered Species or Designated Critical
Habitat? The NC -Natural Heritage Programs Data Explorer Map was used to search for elemental occurrences of
federally protected species listed within 1 mile of the project boundaries. It was determined based on the search that
there are no elemental occurrences that are listed as federally Threatened/Endangered within 1 mile of the project
boundaries. Please note the final 4(d) rule identifies the Northern Long-eared Bat as a Threatened species within Wake
County.
References: North Carolina Natural Heritage Program Data Explorer Search [May 15, 2017]. Department of
Environment and Natural Resources, Office of Land and Water Stewardship, Raleigh, NC. htto:/Avww.ncnhp.orp/
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?
The NOAA Habitat Conservation/Habitat Protection: National Marine Fish Service; Essential Fish Habitat Mapper website
was referenced. No Essential Fish Habitat was identified near the project.
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? The NC
State Historic Preservation Office HPOWEB GIS Service interactive map was referenced on May 15, 2017; no historic
listings or study list entries or determined eligible listings were identified within the property boundaries.
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 majority of the construction will be performed in the AE flood
Hazard Zone according to the NC Floodplain Mapping Program. Per the Project engineer.- "as long as we were able to
maintain a channel cross-sectional area through our repair reach that was similar to the upstream/downstream stable
channel we could avoid the need fora flood study."
8c. What source(s) did you use to make the floodplain determination? NC Floodplain Mapping Program
,Q /r.. `/1
S&EC, PA
Digitally signed by Bob Za—ki
DN: ai1=1b bZarzecki, e1.& ,PA,ou=Wetlands Department,
Bob Zarzecki email-bzarze�[e-mail], C=D5
Date 2017.09.13 16 45 05-04'00'
September
Bob Zarzecki
13, 2017
Applicant/Agent's Signature
Applicant/Agent's Printed Name
(Agent's signature is valid only if an authorization letter from the applicant
is provided.)
Date
Page 10 of 14

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Environmental Consultants,
1412 sops orNeun Rood, Suite 114, Mao, NC 27615 - Phone; (91' $46.5944 •
sa"&ee eoin
PROPERTY OWNER CERTIFICA'T'ION / AGENT AUTHORIZATION
Project Name/Description: THE POINT AT MIDTOWN — Stream Repair & Stabilization
S&EC Project #12882
The Department of the Army
U.S. Army Corps of Engineers, Wilmington District
69 Darlington Avenue
Wilmington, NC 28403
Attn: Tasha Alexander Field Office: USACE Raleigh Regulatory Field Office
I, the undersigned, a duly authorized owner of record of the property/properties identified herein, do
authorize representatives of the Wilmington District, U.S. Army Corps of Engineers (Corps) and Soil &
Environmental Consultants, PA (S&EC) staff (as my agent) to enter upon the property hereln described
for the purpose of conducting on-site investigations and issuing a determination associated with Waters
of the U.S. subject to Federal jurisdiction under Setytion 404 of the Clean Water Act and/or Section 10 of
the Rivers and Harbors Act of 1899. This document also authorizes S&EC (as my agent) to act on my
behalf and take all actions necessary for the processing, Issuance and acceptance of a permit or
certification and any and all associated standard and special conditions. This notification supersedes any
previous correspondence concerning the agent for this project.
NOTICE: This authorization, for liability and professional courtesy reasons, is valid only for government
officials to enter the property when accompanied by S&EC staff`. You should call S&EC to arrange a site
meeting prior to visiting the site.
PARCEL INFORMATION:
Parcel Index Number(s) (PIN): 1705989505
Site Address: 600 St, Albans Drive, Raleigh, Wake County, NC
Lat/Long:
Watershed: Big Branch, Neuse River Basin, 27-33-17; "C;NSW"
Name: Kane Andrews Acquisition, LLC
Address: 4321 Lassiter at North Bills Avenue, Raleigh, NC 27609-5780
Phone No.: (911)W 1.455 Fax No.: ( ) - Mobile No.: JR)TIJ - 54 4-9
Email: fnA4
TORN Mirm
Property Owner (please print)
Property Owner
Date
We hereby certiljr the above Information submitted In this application Is true and accurate to
the best of our knowledge.

Environmental Consultants,
S-1 l2 '--;kn,, . X Nrwc ;toad, luire 1 p.4, RA igh, N(` 27(1, 9 - I'Ivmn : (')14) 846•S909
51n(14— Corn
PROPERTY OWNER CERTIFICATION / AGENT AUTHORIZATION
Project Namc/Description: TI IE POINT AT M1DTO),N — Stream Repair & Stabilization
S&EC Project 912882
The Department of the Army
U.S. Army Corps of Engineers, Wilmington District
69 Darlington Avenue
Wilmington, NC 28403
Attn: Tasha Alexander Field Office: USACE Raleigh Regulatory Field Office
I, the undersigned, a duly authorized owner of record of the property/properties identified herein, do
authorize representatives of the Wilmington District, U.S, Army Corps of Engineers (Corps) and Soil &
Environmental Consultants, PA (S&EC) staff (as my agent) to enter upon the property herein described
for the purpose of conducting on-site investigations and issuing a determination associated with Waters
of the U.S. subject to Federal jurisdiction under Section 404 of the Clean Water Act and/or Section 10 of
the Rivers and Harbors Act of 1899. This document also authorizes S&EC (as my agent) to act on my
behalf and take all actions necessary for the processing, issuance and acceptance of a permit or
certification and any and all associated standard and special conditions. This notification supersedes any
previous correspondence concerning the agent for this project.
NOTICE: This authorization, for liability and professional courtesy reasons, is valid only for government
officials to enter the property when accompanied by S&EC staff. You should call S&EC to arrange a site
meeting prior to visiting the site,
PARCEL INFORMATION:
Parcel Index Number(s) (PIN): 0715170038
Site Address: 901 Navaho Drive, Raleigh, Wake County, NC
Lat/Long! 35.831602!-078.629123
Watershed: Big Branch, Neuse River Basin, 27-33-17; "C;NSW"
PROPERTY OWNER INFORMATION:
Name: Federal Capital Partners
Address: 5425 Wisconsin Avenue, Suite 202, Chevy Chase, i14D 20815-3583
Phone No.: (240) 3952048 Fax No.: ( ) - Mobile No.: [phone]
Email: nkllnlnassi"a?fcndC'Cenl
Property please print)
re
8/29/2016
Date
We hereby ceriyty the above information submitted in this application is true and accurate to
the blest of our knowledge.

Environmental Consultants,
104, Raleigh, NC 27615.116mc. (9111 846-5900 •
asndec.awn
PROPERTY OWNER CERTIFICATION / AGENT AUTHORIZATION
Project Name/Description: THE POINT AT MIDTOWN — Stream Repair & Stabilization
S&EC Project #12882
The Department of the Army
U.S. Army Corps of Engineers, Wilmington District
69 Darlington Avenue
Wilmington, NC 28403
Attn: Tasha Alexander
Field Office: USACE Raleigh Regulatory Field Office
1, the undersigned, a duly authorized owner of record of the property/propertles Identified herein, do
authorize representatives of the Wilmington District, U.S. Army Corps of Engineers (Corps) and Soil &
Environmental Consultants, PA (S&EC) staff (as my agent) to enter upon the property herein described
for the purpose of conducting on-site Investigations and Issuing a determination associated with Waters
of the U.S. subject to Federal jurisdlctlon under Section 404 of the Clean Water Act and/or Section 10 of
the Rivers and Harbors Act of 1899. This document also authorizes S&EC (as my agent) to act on my
behalf and take all actions necessary for the processing, issuance and acceptance of a permit or
certification and any and all associated standard and special conditions. This notification supersedes any
previous correspondence concerning the agent for this project.
NOTICE: This authorization, for liability and professional courtesy reasons, is valid only for government
officials to enter the property when accompanied by S&EC staff. You should call S&EC to arrange a site
meeting prior to visiting the site.
PARCEL INFORMATION:
Parcel Index Number(s) (PIN): 1705981738
Site Address: 500 St. Albans Drive, Raleigh, Wake County, NC
Lat/L.ang:
Watershed: Big Branch, Neuse River Basin, 27-33-17; "C;NSW"
PROPERTY OWNER INFORMATION:
Name: St. Albans, LLC
Address: P.O Box 30546, Raleigh, NC 27622.0546
Phone No.: 011MB-1456 Fax No.: ( )
- Mobile No.: onas-SNy4
Email: 7FJn KA?_JA U;ALU40RP.c4W4
ToA14 bG"Z
_ 23 /
Property Owner (please print)
Date
Property Owner
We hereby crerMV the above Inlfarmation submMed in this application Is tare and accurate f0
Me best of our knowledge.

Project Number
12882.W1
Project Manager:
BZ
Scale:
1" = 250'
pate:
5115117
I Impact Area I,
r�
Parcel Area I
Map Title; l.t
Figure 1 - USGS Map I 250 500 1V
The Pointe at Midtown Feet
Wake County, NC
Source:Soil & Environmental Consultants, PA
NC USGS � 4 -W-A EA.^ �T F.-'11.,,...,.. .
Raleigh West Quadrangle "�

' a
WWE
r�' w
Z�
C'::
Impact Area
,
C
a
e
Project Number: ly1aP Ttl�;
12882.W1 0 250 500
Project Manager: FIC�ure 2- Soil Survey Map I I
BZ The Pointe at Midtown Feet
Scale:1" = 250' Wake County, NC
Source: Soil &Environmental Consultants,P
Date: Wake County
5116117
Soil Survey Sheet 39 "` '

Legend
Impact Area
Parcel Area
Big Branch
50' Neuse River Buffer
2' Contours
UPruJecl Nu.
lm
12882.02
Project Mgr.:
ez If
Scale 0 200 400
11' - 200,
Feet
V,
01
"a
V,
Overall Sketch Map
The Pointe at Midtown
Wake Co., NC • Soil & Environmental Consultants, PA
80 NOTE Parcel boundary shown is based on a georeferenced image from
the Wake Co. GIS mapping website• aligned based on NCDOT roads GIS
layer. As such, all calculated areas shown herein are approximate arid
Isubject to change based on new or better information.
'A
Viqk
0 Alt
T V". a -
U r.
0
Legend
Impact Area
Parcel Area
Big Branch
50' Neuse River Buffer
2' Contours
UPruJecl Nu.
lm
12882.02
Project Mgr.:
ez If
Scale 0 200 400
11' - 200,
Feet
V,
01
"a
V,
Overall Sketch Map
The Pointe at Midtown
Wake Co., NC • Soil & Environmental Consultants, PA
80 NOTE Parcel boundary shown is based on a georeferenced image from
the Wake Co. GIS mapping website• aligned based on NCDOT roads GIS
layer. As such, all calculated areas shown herein are approximate arid
Isubject to change based on new or better information.

N
Legend
® Panels
Political Area:
Stream C enterline
� Cross Sections
—ter" Levee
Flood Hazard Areas
— AE
Floodway (AE)
02 % Chanee Annual Flood Hazard
M13MOM Future Conditions 1% Annual Chance Flood Hazard
North Carolina Floodplain Mapping Program

National Wetlands Inventory Map
May 19, 2017
This map is for general reference only. The US Fish and wildlife
Service is not responsible lax the accuracy or currentness of the
Wetlands
Freshwater Emergent Wetland
. Lake
base data shown on this nap. All wetlands related data should
be used In accordance with the layer metadata found on the
11 Estuarine and Marine Deepwater
d
Freshwater Forested/Shrub Wetland
Other
Wetlands Mapper web site.
r] Estuarine and Marine Wetland
D
Freshwater Pond
Riverine
Natana0 Wetlands Inventory {N►vt I
This page was produced by the NM mappw

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NORTH
SCALE I' = 20'
?0 IO 0 20
CONTOUR INTERVAL = P
EX15TING
ORDINARY HIGH
WATER MARK
€OHVI(M)
P
UMIT5 OF 015TURBANCE
0.2G ACRE5 (11490.59 5f)7 f
l
Y
f�'
NOTt5:
I- 51TE DATA INCLUDING BUILDING5, INFRASTRUCTURE, FLODD BOUNDARIES, LMLIRE5,
MRAUUC AND OTHER STRUCTURES, AND SaXT FROPERTY 5OUNDARIE5 BASED
ON 5" DE51GN FMiA DED 13Y JAMES MAUNEY t A550CIATi5 CIF BELMONT. NC.
2. 51TE DATE INCLUDING TOFOGRAFKY, 5TREAM5, 51TE FEATURES, AND SELECT
T'ROPERTY BOUNDARIES BASE ON SURVEY DATA PROVIDED BY PRIEST, CRAVEN AND
ASSOCIATES, INC Of RALEIGH. NC.
3. CKDINARY t11G11 WAXK MARK 01WM) DELINEATED BY WC ON 03/202017.
4_ 41 LOCATIONS, ELEVATION5. AND DIMEN51ON5 ARE APPR00MATE.
3
j
IMPACT
IMPACT
j ZONE I BUffER (fYP.)
i
ZONE 2 BUFFER (Tyr.)
J�
l
I
IMPACT NUMBER
IMPACT TYPE
AREA) LENGTH
T m
X - ..
^
LQ
Tm
0
2 4 4
1
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o
_ Q
�n
5TREAKI AP—FA
2m
STREAM LENGTH
C�
BUFFER TOTAL
EX15TING
ORDINARY HIGH
WATER MARK
€OHVI(M)
P
UMIT5 OF 015TURBANCE
0.2G ACRE5 (11490.59 5f)7 f
l
Y
f�'
NOTt5:
I- 51TE DATA INCLUDING BUILDING5, INFRASTRUCTURE, FLODD BOUNDARIES, LMLIRE5,
MRAUUC AND OTHER STRUCTURES, AND SaXT FROPERTY 5OUNDARIE5 BASED
ON 5" DE51GN FMiA DED 13Y JAMES MAUNEY t A550CIATi5 CIF BELMONT. NC.
2. 51TE DATE INCLUDING TOFOGRAFKY, 5TREAM5, 51TE FEATURES, AND SELECT
T'ROPERTY BOUNDARIES BASE ON SURVEY DATA PROVIDED BY PRIEST, CRAVEN AND
ASSOCIATES, INC Of RALEIGH. NC.
3. CKDINARY t11G11 WAXK MARK 01WM) DELINEATED BY WC ON 03/202017.
4_ 41 LOCATIONS, ELEVATION5. AND DIMEN51ON5 ARE APPR00MATE.
3
j
IMPACT
IMPACT
j ZONE I BUffER (fYP.)
i
ZONE 2 BUFFER (Tyr.)
J�
l
I
IMPACT NUMBER
IMPACT TYPE
AREA) LENGTH
1 *5
ZONE 2 BUFFER
(;13-4? 5f
2 4 4
ZONE I BUFFER
4939.9G 5F
3
5TREAKI AP—FA
0.1 2 1 AC
STREAM LENGTH
1 5G (LF)
BUFFER TOTAL
1051 G.37 5F
t
, MPACT I
J►';i,+! � :,''�,f� ,� ,fit
K.'VI'I iUN5
1000,
ae
Of
1 �
EX15TING
BUILDING
N r
5TREAM AND h3urrER IMPACTS
IMPACT NUMBER
IMPACT TYPE
AREA) LENGTH
1 *5
ZONE 2 BUFFER
(;13-4? 5f
2 4 4
ZONE I BUFFER
4939.9G 5F
3
5TREAKI AP—FA
0.1 2 1 AC
STREAM LENGTH
1 5G (LF)
BUFFER TOTAL
1051 G.37 5F
M vjc',L. P': utas -L Nig..
THE POINTE AT MIDTOWN 'o 1zea2s
J 4- r,fn.
F76 I J'.1 a
Soil & Environmental Consultants, PA
WAtSL LQ.. kC Nr'O)tOlQE StALElt,'1 LLC � •_ 2Q'
1412F414'ANCUw$44-S:irINMOW: (9191M&5" • Fn: (9 Y)7W AM67 s: N—
I MPAL7
o..IMPACT MAP I OF I

VICINITY MAP
(U5G5 RALEIGH EA5T t WEST QUADRANGLES)
NOT TO SCALE
ENGINEERING * ENVIRONMENTAL DESIGN FIRM:
501L t ENVIRONMENTAL CON5ULTANT5, PA
8412 Falls of Neuse Road, 5u1te 104
Raleigh, NC 27G 15
(919) 84G-5900
CON5TRUCTION DRAWNG5 FOR THE
THE POINTE AT MIDTOWN
STREAM REPAIR * STABILIZATION PLAN
WAKE COUNTY, NC
CONTENT5:
I . COVER, CONTENTS, * VICINITY MAP
2. CON5TRUCTIQN 5EQUENCE
3. EXI5TING 51TE CONDITIONS
4. PP\0P05ED 51TE CONDITION5
5. PROP05ED STREAM PROFILE DATA
G. 5TREAM CR055-5ECTION5 1
7. STREAM CR055-5ECTION5 11
8. BANK REPAIR * 5TA51LIZATIQN DETAIL
9. IN -CHANNEL 5TRUCTURE DETAIL5
10. ER0510N * 5EDIMENT CONTROL PLAN
1 1. ER0510N CONTROL DETAILS 1
12, ER0510N CONTROL DETAILS II
13. PLANTING PLAN
14. BANK * BUFFER PLANTING 5CHEDULE DETAIL5
PREPARED FOR:
AVONDALE RALEIGH, LLC
835 Navaho Drive
Raleigh, NC 27G09
(919) 87G-4548
PRELIMINARY
DO NOT USE FOR CONSTRUCTION
w4 t

The
I .
following Con5tructeon 5equence applie:5 to the con5truction of the Pointe at Midtown 5tream Repair 4. 5tabilization Plan:
Obtain
Obtain U5ACE, NCDEQ-DWR, and City of Raleigh approval prior to construction.
F
71
o
v
�
�
a
2.
Contractor to locate and mark existing utilitle5 on Site. Perform 5kte walk-through with Client and Engineer.
3.
Install temporary con5truction entrance, 511t fence and tree protection fence a5 5hown on the Prawing5. Augment erosion
LUo
�:
a
controls at the Engineer'5 and/or Contractor'5 di5cretion during construction.
4. Remove trees and under5tory vegetation within work area. Where larger trees may be retained Contractor may do 50 with
approval of Engineer. As construction will be performed in the wet Contractor shall only d i5turb length of 5tream/5treambank
that can reasonably be repaired and 5tabilized in a 5ingle day.
5.
Install boulder wall and toe protection along left channel bank a5 5hown on the Drawing5 and a5 directed by the Engineer.
Engineer to approve location, dimen5lon nd material5 for footer5 and wall. backfill ex15ting Stream channel and 5evere 5cour
v
areas to allow for channel con5truction. Compact a5 nece55ary.
q
h
6.
In5tall in -channel boulder 5tructure5 a5 51hown on the Drawing5 and a5 directed by the Engineer. Grade 5tream channel bank5
�
In 5tream repair reach to dimen5ion5 5hown in detail5. Extent of grading and channel alignment/51ope may be adju5ted by
a
Engineer at the time of con5truction. Where appropriate, blend grade repaired channel bank to adjacent topography.
7.
Temporarily 5tockpile exce55 501 (if any) in areas a5 directed by Engineer (or Owner), Surround 5tockpile area5 with 2 rows
a
of 5ilt fence. Remove and propery d15p05e of exce55 5011 after construction.
8.
Line repaired stream bank5 with CF -7 matting or Engineer -approved ec uivalent a5 con5truction proceeds. Disturbed area5
outside of 5tream bank5 with 51ope5 of 3h: I V or Steeper to be stabilized with ero5iorn control matting.
9. Apply ero5ion control seeding mea5ure5 to d15turbed areas a5 final grade 15 reached. Apply 5oil amendments a5 needed to
prepare for 5eeding and planting. Apply temporary and permanent 5eeding measures.
I O. Perform stream bank and buffer planting a5 5pecified. Engineer to be notified prior to planting ob5ervation to approve
planting bed conditions.
l ! . Coordinate for walk-through inspection with Owner, Engineer, and Agency Repre5entative5, if necessary.
CONSTRUCTION SEQUENCE
1750+ • E•a+.a+ ,to Coro. #". Pk N.C. C2 r<i
PRELIMINARY
DO NOT USE f 0K, CON5TRUCTON

V A I tGVCYJCYli4.'Mf
~ J. 511E DATA INCLUDING 5UILDING5, INFRASTRUCTURE, FLOOD 5OUNDARIE5, VTIUTIE5,
/ ttYDRAIJI.IC AND OTHER 5TRUCTURES, AND 5EI ECT PROPERTY t aPIDARIE5 PA5171)
r" ON SITE DE51GN PROVIDED BY.IAME5 ?JAUNEY 4 A55OCIATE5 OF BELMONT, NC.
k NORTH 2. 51TE DATE INCLUDING TOPOGRAPHY, 5TREAM5, 51TE FEATURE5, AND SELECT
SCALE 1. = 20' PROPERT'" BOUNDARIE5 BA5E ON 5URVEY DATA PROVIDED 5Y PRIEST, CRAVEN AND
A55OCIATE5, INC OF RALEIGH, NC.
y ?0 10pm
20 3. SELECT TREE5 WILL BE IDENTIFIED FOR REMOVAL BY CONTRACTOR AND ENGINEER AT
.I� THE TIME OF CON5TRUCTION. WHERE DEEMED R€A50NADLE LARGE TREE5 WILL BE
^ CONTOUR tNTERVAL = I' � RfTAINE 14 _ EVERY REASONABLE EFFOLRT SHALL BE MADE BY OONTRACTOR TO LIMIT
VEGfTATI,tE D15TURBANCE.
R. ORDINARY HIGH WAT:R l kvK (OHVAA) DELINEATED BY 50C ON ON20201 T
�0+00 5. ALL tOCATIC}iVS, ELEVATIONS. AND DI!AEt6l0tt5 ARE APPROXIMATE.
APPROX. UPPER LIMIT
OF BANK D15TUR.5ANCE
5TA.0+53
A
EXISTING � �' ,f f
ORDINARY HIGH (
WATER MARK THREE RE"A155ANCE LLC
(OHWM) PIN 17 J 5077778
0+50.0 APPROX. EX STING
CtiANNkLTHALWEG
KANE ;ANDRfW5]ACQUIION, LL
VIF,
PIN 179$550rn20NE I BUFFER (TYP.)
ZONE 2 BUFFER
>� 4
1+00
rn
PROPERTY
BOUNDARY (TYP.)
o( EXISTING
z --`
F"'��I �t• 5�7.t� PARKING L07
APiARTMENT
5T AL13AN5 LLC BUILDING s
PIN 170.5981738 - r
I i f
� 2.00 � i �,' • •�
' ..
EXI5TIN6 TIMBER
f e` RI PAINING WALL
e
1 r'' APPROX. LOWS -R LIMIT
2+33 F 13ANK D15TURBANCE \\
STA. 24-09
AVONDALE ReALEtGH LLC
\� PIN 1715 t 70038
THE POINTE AT MIDTOWN73 -7 - ,7,,.,;
Soil & Environmental Consultants, PA lQ";pn: c�:: _ ms XAS
WW C0.
hC AVONDALE RALEI 'I LLC 1'-20
9412 t'ilhor Nm cAd_Now I f - 93ksrk%o.h CXWl 27615 • Pba :19191 SS&WO • fn= N (9 9)*46JU65 7hcct �4'E: .et
av�v.tiWFlrnru EX15TING 51TE CONDITIONS 3 OF 14

F�
112
Ic
NOTES:
1. 517E DATA INCLUDING BUILDINGS. INFRASTRUCTURE, fLOOD 50UNDARIE5, UTILTTIE5,
Q4 HYDRAUI IC AND OTHER STRUCTURES, AND SEI ECT PROPERTY BC)URDARIE55 BA5FD
ON 51TE DE51GN PROVIDED BYJAME5 MAUNEY 4 A55OCIATE5 Of BELMONT. NC.
NORTH 2. 51TE DATE INCLUDING TOPOGRAPHY, 5TREAM5, 51TE FEATURE5, AND 5E1fCT
5CALE I' = 20 FROPERTY BOUNDARIES BASE ON 5URVEY DATA PROVIDED BY PRIEST, CRAVEN AND
A550CIATE5, INC Of RALEIGH, NC.
2 O 2C7 3- ALL LOCATIONS AND ELEVATIONS ARE APPROXIMATE. EXTENT OF BANK
5TABILIZA.TION AND REPAIRS MAY BE ADJUSTED BY THE ENGINEER 5A5ED ON
CONTOUR INTERVAL I' CONOITIM AT THE TIME OF CON5TRLICTI0N.
4. ;.00ATION OF BOULDER BANE. 5TABILIZATION AND IN -CHANNEL 5TRUCTURE5 ARE
APPROXIMATE AND MAY BE ADJU51EV BY THE ENGINEER AT THE TIME OF
j CON5TRL`CTION.
/--04-00 5. 5ELECT TREE5 WILL BE IDENTIFIED FOR REMOVAL BY CONTRACTOR AND ENGINEER AT
THE TIME OF CON5TRUCTION. WHERE! DEEMED REA5ONA8LE LARGE TREE5 WILL 5E
/ P,ETAINED_ EVERY REASONABLE EFFORT SHALL BE MADE BY CONTRACTOR TO LIMIT
VEGETATIgf 015TURBANCE.
1+14 1+00
l '
APPROX. UPPER LIMIT p+5©.Q X- SEC T/01V
OF BANK DISTUR3ANCE i tl
STA, 0+53 I j O�OO
LIMITS OF 1715TURBANCE
0.2G ACRE5 (11490.59 5F) r f
---� _,.,-0+50.0, � !
70
IN -CHANNEL STRUCTURE
O (TYP.), 5EE DETAIL
�v,,
0 a )I '+� _r 'REPAIRED TOP OF
� BANK (TYP.)
(J)
rn
V J` TEMPORARY'IL,500 J�,�i +00 1 "� �` ACC 55 CORRIDOR
y f t BOULDER TOC:
AND BANK
Q 09 ' PROTECTION, 0
+z C' % 5EE DETAIL
y
1+50.0
r
APARTMENT r
ry % 1r _ DUILDING
0
0
7U
C'7
z �
2V
C)
i
O
—2+00 4
i
�0b SUPPLEMENTAL RIPRAP
`'�• l EROSION PROTECTION A5 \\ r
r
d DIRECTED 13Y THE ENGINEER,
LOCATION APPROX. (TYP.)
.0 .�
1 ri APPROX. L LIMIT'
-2+33 F BANK D15TUR13ANCE A
�( 5TA- 2+09� �a
THE POINTE AT MIDTOWN p,.�r�_ rr�
fy, SAS
Soil & Environmental Consultants, PA 4Q NC nvoNQr LE RALE161 LLC
WMI _z(0)r
1Ct1:1"aitr�,f�a-u.c)lt.$y,1c 41i7. Ralpi$, �td41, 1'ualf�u =?AIS Phan:1419)FAbWttl. f►.. (9, 4)AdA.416? � ,CSG: .r: .o.:
��'� PROPO5ED SITE CONDITION5 4 OF 14

REPAIRED 5TREAM PROFILE DATA
»c nn
--- -- REPAIRED CHANNEL 5PE 0.01 15 FT1FT. {APPROX.j
223.00
5TART 5TREAM REPAIR, 5TA.
221.00 0+53, TIE TO EXI5TIN APPROX. TOP OF BANK PROX OHtI END 5TREAM REPAIR, 5TA.
219.00 - CHANNEL INVERT 2+06, TIE TO EX15TING
CHANNEL INVERT
71 `1 217.00 - _ ...moi I
O 215.00
I
213,00 ._.
Lu
211.00
.� -- — --
'- - - --_ .. ;-- +�„� , •-+x _, w. - _
W �' s '� ``` +„►
209.04 APPROX. EXISTIN_,.I++...
APPROX. EX15TING GROUND 5URFACE G ....r
207.00 —_ CHANNEL THALWEG PROP05ED RiRPAIRED
AT PKOP05ED CHANNEL CENTF-PLINE
CHANNEL ELEV.
205.00 — - -- -------- - -- to
0+00 0+25 0+50 0+75 1+00 1+25 1+50 1+75 2+00 2+25 2+50
STATION
F'ROF 051fD 5TREAM ILE DATA
PRELIMINARY
DO NOT U5E FOR CONSTRUCTION

CK055-5ECTION NO.
225.00
223.00
221.00
•-. IDIF OF BANK,. ELEV.
219.00 217.00 (APPROX.)
217 00----
EX15TING BANNCHANNEL ELEV
207.00
205.00
0+20 0+30 0+40 0+50 0+60
NOTE: NO C1AP NEL MOD FICA T,C`d5 ARE PROP05ED AT CR055.5ECT 0'J NO. I . 2
�N
OHV VM (APPROX.
0+70 0+80 0+90 1+00 1+10
STATION
CR.055-5ECTI0N N0. 2
225.00
223.00
221.00 EXI5TING ERODING TOP OF BANK, ELEV.
CHANNEL BANK /— 216.60 (APPROX.)
219.00
1+20
217.00 _
215.00
--——————— — — — — —_ ____— ttbs --- __________________ ___—___—__—___—_—__—_------ ——
213.00
l j 211.00 ,.o*
�. �` "`-• "'� ! PROPOSED REPAIRED Ohm (APPROX.
209.00 BANKICHANNEL ELEV.
EXISTING 6EDlfOE 5000`R
207.00
205.00
0+80 0+90 1+00 1+10 1+20 1+30 1+40 1+50 1+50
STATION
STREAM CRO55-5ECTION5 I
t E—o--ta4 Gc-�. a-S�. Fx. V.G. `IR':.'akf VD G2: 41
1+70 1+80
PRELIMINARY
DO NOT U5E FOR CONSTRUCTION
E-
215.00
Q------.....---------------------
W
213.00
I
W
211.00
209.00
EX15TING BANNCHANNEL ELEV
207.00
205.00
0+20 0+30 0+40 0+50 0+60
NOTE: NO C1AP NEL MOD FICA T,C`d5 ARE PROP05ED AT CR055.5ECT 0'J NO. I . 2
�N
OHV VM (APPROX.
0+70 0+80 0+90 1+00 1+10
STATION
CR.055-5ECTI0N N0. 2
225.00
223.00
221.00 EXI5TING ERODING TOP OF BANK, ELEV.
CHANNEL BANK /— 216.60 (APPROX.)
219.00
1+20
217.00 _
215.00
--——————— — — — — —_ ____— ttbs --- __________________ ___—___—__—___—_—__—_------ ——
213.00
l j 211.00 ,.o*
�. �` "`-• "'� ! PROPOSED REPAIRED Ohm (APPROX.
209.00 BANKICHANNEL ELEV.
EXISTING 6EDlfOE 5000`R
207.00
205.00
0+80 0+90 1+00 1+10 1+20 1+30 1+40 1+50 1+50
STATION
STREAM CRO55-5ECTION5 I
t E—o--ta4 Gc-�. a-S�. Fx. V.G. `IR':.'akf VD G2: 41
1+70 1+80
PRELIMINARY
DO NOT U5E FOR CONSTRUCTION

2 29.00
227.00
225-W
223.00
C) 221.00
�—
219.00
217.00
LU
215.00
-
213.00
211.00
EX15TING BEDl_,
TOE5COUR
2090.
0+00 0+30
227.00
226.00 —
223.00
221.00
z 219.00
0 217.00
d
> 215,00
W 213.00 _
211.00
209.00
207.00 —
0+35
CR055-5ECTION NO.3 -]
EX15TING ERODING
CHANNEL BANK
PROP05ED BOULDER WALL
AND TOE PROTECTION
TOP OF BANK ELEV.
2 I b.20 (APPROX.)
i i. w w +.. w ir. i w .YT_i !f i i �► i i. w fs i i i i- w— i -s
PROP05ED REPAIRED
BANKICHANNEL ELEV.
0+20 0+30 0+40 0+50 0+60 0+70
5TATION
EX15TING BED/
TOE 5COUR
0+45 0+55 0+65
CRO55-5ECTION NO. 4
TOP OF BANK. PLEV.
216.20 (APPROX.)
�PROP05ED REPAIRED
BANrJCHANNEL ELEV,
0+75 0+85 0+95 1+05
5TAT1 ON
STREAM C1N055-5ECTION5 II
OHwM
0+90
1+00
------7-- ----
OHWM (APPROX.
1+15 1+25 1+35
PRELIMINARY
DO NOT U5E FOR CN5TRUCT 0f7 ,4

EX15TING APARTMENT
BUILDING
CHANNEL LEFT
EX15TING ERODED
5TREAMBANK (TYP) r
CONGLOMERATE MIX,
CLA55 A 4 B RIPRAP AND NCDOT #57
STONE„ ENCASED IN NON -WOVEN
GEOTEXTILE FABRIC, HE NOTES
GEOGRID, 5EE NOTES
BOULDER FOOTERS TO EXTEND 3'
MIN. BELOW CHANNEL INVERT, ".),
UNDERLAY WITH NON -WOVEN
GEOTEXTILE FABRIC, SEE NOTES
REGRADE, MAT AND REVEGETATE
5TREAMBANK, 5EE DETAILS
NOTE:
1. LOCATION AND EXTENT OF DANK 5TA51LIZATION AND REPAIRS MAY BE ADJU5TED BY THE ENGINEER BA5ED aN CONDITION5
AT THE TIME OF CONSTRUCTION.
2_ ALL BANK REPAIR AND 5TABILIZATION TO E?E PERFORMED AT ThpE DIRECTION OF THE ENGINEER.
3. TYPICAL BOULDER fOOTER INTERIOR DIN!EN510N5 3'M x 4W X LENGTH (VARIES). 5EE DETAIL,
4. TYPICAL BOULDER DANK PROTECTION INTERIOR DIMEN51ON5 25H X 3'W X LENGTH (VARIE5 All MIN.4'), 5EE DETAIL.
5. U5E MIRAFI 10 OZ?5Y NON -WOVEN GEOTEXTILE FABRIC (MIN.) OR ENGINEER APPROVED EQUIVALENT,
G. U5E MIRAFI MIRAGND 3XT UNIAXIAL GEOGRO OR ENGINEER APPROVED EQUIVALENT,
7. 5UPPLEMENTAL CLA55 I RIPRAP ER0510N PROTECTION MAY BE ADDED BY THE ENGINEER AT Tr1E TIME OF CON5TRUCTION TO
PROTECT LEADING AND TRAILING END5 OF BOULDER WALL. UNDERLAY RIPRAP WITH S OZ. (',AIN.) NON -WOVEN GEOTEXTILE
FABRIC.
6. 5UPPLEMENTAL CLA55 I P,t3W MAY BE UTIUZtO ALONG 5LOPE5 ABOVt THE TOP ROW OF BANK PROTECT404 BOULDERS
BA5ED ON CONDITIONS AT THE TIME OF CON5TRUCTION, UNDERLAY RIPW WITH 6 OZ. (MIN.) NON -WOVEN GEOTEXTILE
FABRIC.
STACKED BOULDER TOE
AND BANK PROTECTION, 5EE NOTE5
EXISTING
STREAM BED
ACCUMULATED POINT BAR, MATERIAL
TO BE REMOVED, IF 5UITA5LE REUSE
DURING CONSTRUCTION
CHANNEL RIGhT
WHERE P0551BLE EXTEND BOULDER
BANK PROTECTION TO ELEVATION 2`-3'
ABOVE TOP OF BANK ON RIGHT 51DE
OF STREAM
��rr�r�rr�r
.• s
f
.s
_✓ EXISTING 5TA5LE FLOODPLAIN
REPAIRED 5TREAM BED,
5EE CR055-5ECTION5
r
W
BANK REPAIR * 5TA5ILIZATION DETAIL (TYP.) INTERIOR DIMENSION5 —
(NOT TO SCALE)
I
l
H
BOULDER EXTERIOR
TYPICAL BOULDER CRO55-5ECTION DETAIL
(NOT TO SCALE) I
DAN K Rf FAI K * 5TADI LIZATI ON DETAI L PRELIMINARY
DO NOT UH f OK CONSTfSUCPON
17 5c+ 4E•.F-a-r_-ra Lrrs: s-S�. Px. N.C. ?1W - tiCtNK NO Gs r4 i
U-
..0

FLO& —a —
5TREAh4 CHANNEL BED
CLA55 'A'. CLt55 V. AND L i
057 AGGREGATE 5TONE WK
G:OTf"Lf FA5k.0 f00TER
I5xLaK5
PROFILE
I !3 @Cp
iM t
51V 113 BKF
DAN KPULL 5raA�E
CLA�6'A'. CLA55 W. AND
057 AGGP!GATE STONE MtX
GE °
EXTILE PAMC
BOULDER STEP
o`[
FLOW
d71RECI TION
�
♦
D
r
z
7K
FOOTER
BouLDCR5
5CDURP00L
s
PLAN
BOULDER J -HOOK WITH STEP -POOL DETAIL
(NOT TO 5CALE)
TOP OF 1341K OR BENCH
FLOW —ar- -7
rL
�
YPFTER
ROCK5
CLA55 "A' OR'B" <' AGGREGATE 5TONE
GEOTEXTILE 5TFEW
FABRIC CHANNEL BED
PROFILE
11.4 BKF AIDTH
NON -WOVEN
GEOTEXTILE FABRIC
RIGMT BANK OR BENCH
NOTE:
1, TYPICAL BOULDER BANK PROTECTION DIMEN510145
2.5'Hx3'Wx51(r".)•
2. U5E 8 0715Y NON -WOVEN GEOTEXTILE (MIN.)
3. J -HOOK MAY BE CON5TRUCTED %MTH OR WITHOUT
STEP DEPENDING ON 51TE CONDITION5,
IN -CHANNEL 5TRUCTU RE DETAI L5
FOOTER
ROCK
AG
AGGREGATE 5TONf
TIE TO
5TR€AM BED
INVERT
FLOW
DIRECTION
i
PLAN
BOULDER VANE -ARM DETAIL
(NOT TO SCALE)
PRELIMINARY
DO NOT U5E FOR CON5TRUCTION

rn
170
Lo
Lo
0
-.�pr
U)
FTI
Ffl
n
0
0
T
z
0
NORTH
SCALE I' = 20'
10 20
CONTOUR INTERVAL = I'
i
APPROX. UPPER LIMIT
OF DANK 015TURDANCE
5TA.0+53
LIMIT5 OF D15TURBANCE .1
0.26 ACR.E5 (11490.59 5P)
t
f' I
Il
COIR MATTING,
MT.), 5EE DETAIL5 r
I 1
TREE PROTECTION FENCE } '
(TYP.). 5EE DETAIL5 '
y
1. LOCATIO115 OF PP.OP05ED Et5 MEA5URE5 ARE APPROXIMATE (5EE DETAILS).
2. LOCATIOY AND CONFIGURATION Of F45 MEA5URE5 ARE APPROXIMATE AND MAY SE
ADJU5TfD BY ENGINEER AT THE TIME Of CON5TRUCTION DEPENDING ON 51TE
CONDITIONS.
3- 5U?MfMFNTAL CIA551 RIMW ER051ON PROTECTION MAY B` ADDED BY THE
ENGINEER AT THE TIME OF CON5TR.UCTION TO PROTECT LEADING AND TRAILING
END5 OF THE BOULDER WALL. UNDERLAY RIPRAP WITH 8 OZ. (hi IN) NON -WOVEN
GEOTXTILP FABRIC.
!� 4. ALL D15TURBED AREAS OUT5IDE OF 5TRf A BANKS WITH 51OPE5 OF 3H: I V OR
f 5TEEPER TO BE 5TABILIZED VATH ER05ION CONTROL MATTING. 5EE DETAIL5.
5. 5F.E TEMPORARY ARID FfRMANENT ,SEEDING 5,PECIRCATION5.
TEMPORARY CON5TRUCTION
ENTRANCE. 5EE DETAIL -6
COM13INATION 51LT FENCE/
TREE PROTECTION FENCE
(TYP.), 5>_E DETAIL5
EXISTING
-APARTMENT
BUILDING
J
APPROX. LOWER LIMIT
1 F BANK D15TURBANCE
5TA. 2+09
5UPPLEMENTAL RIPRAP
ER051ON PROTECTION A5
DIRECTED DY THE ENGINEER.
LOCATION APPROX. (TYP.)
y
,
THE POINTE AT MIDTOWN
�,..
. 128,32.42
rn� 3.v
Soil & Environmental Consultants, PES ix,:K7n Gr7: .. i G°
WxKr ral. NG A.aNOALE zuFitti LLC I• -2a
."�}.all..+t tin�.c R.}. �u�If 1R7 • R.tidb'*-\,.rh('.7MIpa :?M1IS Pbm A919)M&W- M • Fm: 0'9)94fi- 67 'Jhce:
EROSION d SEDIMENT CONTROL PLAN 1 O OF 14
,
i1
1
TEMPORARY CON5TRUCTION
ENTRANCE. 5EE DETAIL -6
COM13INATION 51LT FENCE/
TREE PROTECTION FENCE
(TYP.), 5>_E DETAIL5
EXISTING
-APARTMENT
BUILDING
J
APPROX. LOWER LIMIT
1 F BANK D15TURBANCE
5TA. 2+09
5UPPLEMENTAL RIPRAP
ER051ON PROTECTION A5
DIRECTED DY THE ENGINEER.
LOCATION APPROX. (TYP.)
y
,
THE POINTE AT MIDTOWN
�,..
. 128,32.42
rn� 3.v
Soil & Environmental Consultants, PES ix,:K7n Gr7: .. i G°
WxKr ral. NG A.aNOALE zuFitti LLC I• -2a
."�}.all..+t tin�.c R.}. �u�If 1R7 • R.tidb'*-\,.rh('.7MIpa :?M1IS Pbm A919)M&W- M • Fm: 0'9)94fi- 67 'Jhce:
EROSION d SEDIMENT CONTROL PLAN 1 O OF 14
,
i1
TEMPORARY CON5TRUCTION
ENTRANCE. 5EE DETAIL -6
COM13INATION 51LT FENCE/
TREE PROTECTION FENCE
(TYP.), 5>_E DETAIL5
EXISTING
-APARTMENT
BUILDING
J
APPROX. LOWER LIMIT
1 F BANK D15TURBANCE
5TA. 2+09
5UPPLEMENTAL RIPRAP
ER051ON PROTECTION A5
DIRECTED DY THE ENGINEER.
LOCATION APPROX. (TYP.)
y
,
THE POINTE AT MIDTOWN
�,..
. 128,32.42
rn� 3.v
Soil & Environmental Consultants, PES ix,:K7n Gr7: .. i G°
WxKr ral. NG A.aNOALE zuFitti LLC I• -2a
."�}.all..+t tin�.c R.}. �u�If 1R7 • R.tidb'*-\,.rh('.7MIpa :?M1IS Pbm A919)M&W- M • Fm: 0'9)94fi- 67 'Jhce:
EROSION d SEDIMENT CONTROL PLAN 1 O OF 14

r
NOTES:
1. WARNING SIGNS TO BE MADE OF DURABLE, WEATHERPROOF MATERIAL,
2. LETTERS TO BE 3" HIGH MINIMUM, CLEARLY LEGIBLE AND SPACED AS DETAILED.
3. PLACE A SIGN AT EACH END OF LINEAR TREE PROTECTION AND 50' ON CENTER THEREAFTER.
4. FOR TREE PROTECTION AREAS LESS THAN 200' IN PERIMETER, PROVIDE NO LESS THAN ONE SIGN PER PROTECTION AREA.
5. ATTACH SIGNS SECURELY TO FENCE POSTS AND FABRIC.
6. MAINTAIN TREE PROTECTION FENCE THROUGHOUT DURATION OF PROJECT.
7. ADDITIONAL SIGNS MAY BE REQUIRED BY CITY OF RALEIGH BASED ON ACTUAL FIELD CONDITIONS.
8. FLOW SHALL NOT RUN PARALLEL WITH THE FENCE.
9. END OF SILT FENCE NEEDS TO BE TURNED UPHILL.
10. SEE N.C. STATE DEN PRACTICE STANDARDS & SPECIFICATIONS SEDIMENT FENCE SET FOR
CONDITIONS WHERE PRACTICE APPLIES;PLANNING CONSIDERATIONS & DESIGN CRITERIA.
(HOWEVER FLOW SHALL NOT RUN PARALLEL WITH THE TOE OF THE FENCE).
fSTEEL POST WiC
I
-
WOVEN wlaE FA9
— WARNING SKIN
�I FILL SLOPE
FA
GRADE
MIN I_',
11 A1111- MIN SILT FENCE GEOTE.X nLE FABRIC
SIDE VIEW
1.
i
«, TREE PROTECTION AREA
v 18
t, DO NOT ENTER
et f
30' MIN.
BUT SUFFICIENT TO KEEP
SEDIMENT ON SITE
_..
OPdr3Oc2, oc G�'i> c�c�,:��Qc�Q`c�>�
po�000�o�apo�coo`v©a ot>n`
�d
PARKING oO
LOT o 0
o cj oc3p
cb oQ000c-
2"-
noc
2"- 3" STONE TO BE USED
( SURGE STONE OR
RAILROAD BALAST )
T41
1:2
Q
WARNING SIGN DETAIL
1 T (TYP.)
MIN. 10 GA.
LINE WIRES
V MAX
VARIABLE AS DIRECTED BY THE ENGINEER
t
TREE PROTECTION AREA
DO NOT ENTER
SRT' FENCE
@STALLED TO SECOND
WIRE FROM TOP I .t.
FRONT VIEW
PLASTIC OR
WIRE TIES
MIN, 12-1/2 Gk
INTERMEOWTE
wms
COMBINATION 51LT/ TREE PROTECTION FENCE DETAIL
(NOT TO SCALE)
EXISTING EDGE ..
OF PAVEMENT
T i
V MIN.
w
�''11=11611
20' MIN. -+ - 10' MIN. -
FABRIC UNDER STONE
CROSS SECTION
TEMPORARY CONSTRUCTION ENTRANCE DETAIL
(NOT TO 5CALE)
EROSION CONTROL DETAILS I
NOTES:
NEW CONSTRUCTION
__ .___
n-om
11111=1 '
-1611=
� 1111-
1. PUT SILT FENCE OR TREE PROTECTION FENCE UP
TO ENSURE CONSTRUCTION ENTRANCE IS USED.
2. IF CONSTRUCTION ON THE SITES ARE SUCH THAT
THE MUD IS NOT REMOVED BY THE VEHICLE TRAVELING
OVER THE STONE, THEN THE TIRES OF THE
VEHICLE MUST BE WASHED BEFORE ENTERING THE
PUBLIC ROAD.
3. IF A PROJECT CONTINUES TO PULL MUD AND DEBRIS
ON TO THE PUBLIC ROAD, THE GOVERNING AUTHORITY
WILL CLEAN THE AREA AND INVOICE THE FINANCIALLY
RESPONSIBLE PERSON AS INDICATED ON THE FINANCIAL
RESPONSIBILITY FORM.
PRELIMINARY
DO NOT USF FO; CON5TRUCT!0N
v
u-
0
a
e2
d O
H a ~
z
z O
O
Lu uoon
F' o�

r
v
BANKFULL BENCH
FROFILE VIEW
•
TRE NCHEID TOP OF MATTING TO A DEPTH OF AT
LEAST 12', STAKE OR 5TAPLE IN PLACE, t
BACKFILL TO DESIGN GRADE
• MINIMUM 24" ECO.5TAKE5,i INSTALLED ALONG
TOE OF MATTING
(intercept between water surface and bank)
t. INSTALL TREE PROTECTION FENCE AS
SHOWN ON PLANS, PRIOR TO
COMMENCEMENT OF CONSTRUCTION.
3. SPACE TREE PROTECTION ZONE
SIGNS A MINIMUM OF ONE EVERY 300
FEET. SEE SILT/TREE PROTECTION
FENCE DETAIL FOR DESCRIPTION OF
WARNING SIGNS.
3. THERE SHALL BE NO STORAGE OF
MATERIAL WITHIN THE BOUNDARIES OF
THE TREE PROTECTION FENCING.
4. TREE PROTECTION FENCING SHALL BE
MAINTAINED THROUGHOUT THE
DURATION OF THE PROJECT.
12" ECO-5TAKi O
" 1_STAKFtZ
•
•
FRONT VIEW
MAXIMUM 2'0/C ALONG BOTTOM,
MAXIMUM 3'OC ALONG TOP AND MIDDLE
MINIMUM P OVERLAP AT JOINING
5ECTION5 OF COIR MATTING
COIR MATTING DETAIL
(NOT TO SCALE)
ZONE
KW OUT
FENCE MATERIAL,
ORANGE, UV RESISTANT
HIGH TENSILE STRENGTH
POLYETHYLENE LAMINAR
BARRICADE FABRIC ---i
ATTACH SIGN
TO POST
4'-0" O.C.
MINIMUM
1.33 Ibs/LF STEEL POST
TREE PROTECTION FENCE DETAIL
(NOT TO SCALE)
TEMPORARY SEEDING 5PECINCATION5
GENERAL
ALL DENUDED AREAS 511ALL BE TEMPORARILY 5EEDED, 5EEDING AND MULCHING
5HALL BE DONE IMMEDIATELY FOLLOWING CON5TRUCTION.
ALL D15TURBED AREA5 5HALL BE DRE55EO TO A DEPTH OF & INCHE5. THE TOP 3
INC"E5 5HALL BE PULVERIZED TO PROVIDE A UNIFORM SEEDBED.
5EEDING
5EEDING DATE5 5EEDING 5PECIE5 RATE (L55IACRE)
12" PCO- MAY i - AUG. r5 GERMAN MILLET 10
STAKES FYP,) AUG. 15 • MAY I RYE (GRAIN) 30
5TAKEtO(TYP.)
MULCH
MULCHING SMALL CON515T OF 5MALL GRAIN 5TRAW APPLIED AT A RATE OF
I 2' EGO-5TAKl 50 INSTALLED IN BANK 2 BALES PER 1,000 5F. NO A5PHALT 5HALL BE USED FOR TACKING,. U5E
FLUSH WITH COIR MATTING A5OVE JUTE, EXCE1510R MATTING, OR 51MILAR MATERIAL TO COVER EXPOSED
BOTTOM ROW OF 24' ECO-5TAKE50 AREAS OF CONCENTRATED FLOW
EF T ON
CONTROL
0' MATTING
4'—
M
MAINTENANCE
INSPECT AND REPAIR MULCH FREQUENTLY. REFEKTIUZE AND RESEED A5
REQUIRED TO MAINTAIN VIGOROUS TEMPORARY VEGETATIVE COVER
DURING CONSTRUCTION.
FRrAION CONTROL MATTING,
IOK IN TRENCH @ BOTH
AND BOTTOM CDGE5
N0. I 1 I' MIN.
GAUGE
STEEL
G' MIN,
2'-0" MIN.
--- ER0510N CONTROL MATTING ANCHORING DETAIL
(NOT TO 5CALE)
NOTE: D15TURBED AREA5 WITH 5LOPE5 OF 3H: I V OR STEEPER
5HALL BE 5TABILIZED WITH F-XCEL51OR MATTING OR ENGINEER
APPROVED EQUIVALENT,
EROSION CONTROL DETAILS II
ml
WIRE STAPLE
DETAIL
(NOT TO SCALE)
PRELIMINARY
DO NOT U5T FOR CON5Tf?UCTION
a
N
v
2)
0
C7
4
u
z
0
6 w

,1266-2020-
F] 12GG2 2 b-
F
NORTH
5CALE I" = 20'
10 0 20
CONTOUR INTERVAL_ = I'
i
APPROX. UPPER LIMIT
OF BANK DISTURBANCE
5TA, 0+53
LIMITS OF DISTURBANCE m --
0.26 ACRES ( 1 1490,59 5F)7__"\
F) I
COIR MATTING
9W.)• 5EE DETAILS
.0+00
44OTES:
1, SEE BUFFER AND BANK PLANTING SCHEDULE ARID DETAILS -
2. ALL 015TURNO AREAS TO BE SEEDED WITH BUFFER 5EEDING MIX AND UMFORARY
5EEDING MIX. APPLY STRAW MULCH.
3- ALL LOCATIONS, ELEVATION5• AND DWEN51ON5 ARE APPROXIMATE.
4. SELECT TREES WILL BE IDENTIFIED FOR REMOVAL BY CONTRACTOR AND ENGINEER AT
THE TIME OF CONSTRUCTION- WHERE DEEMED REA50NABLE LARGE TREES WILL BE
RETAINED.. EVERY REASONABLE EFFORT 5tiALL DE MADE BY CONTRACTOR TO LIMIT
-^'7
1�
1
11 !
1I
0+50.0 �� 1
AREAS TO BE PLANTED WITH
DARE -ROOT 5EEDLING5 (TYP.), 5EE
PLANTING 501EDULE AND OIETAIL5
APPROX. LOWER LIMIT
C3F BANK D15TURBANCE
5TA- 24-09 �
a a
THE POINTE AT MIDTOWNroj.�r:
A F'K_S
Soil & Environmental Consultants, PA xn [nLO , KG AVQd014E 3JU E1 ,ti LLCM C-
2D
R'C;
�s+w,tiWl:(`.cam
PLANTING PLAN M 13 OF 14

N
17 --A 4
0 0
0
NOTES:
I . OVERALL TREMI-IRUS DENSITY IN BUFFER RE5TC7RANON AREA TO REMAIN NOT Lf55 THAN
320 STEMSI+ACRE.
2. ALL AREAS WITHIN BUFFER AND WETLAND RESTORATION AREA TO BE 5EEDE0 W9TN
FER.MAtiENT WETLAND SEED MIX CONTAINING AT A MINIMUM: LIZARDS TAIL, SOFT RUSH. AND
BLUE FLAG IRIS AT A RATE OF 15 LE51ACRE .
3. ALL GRADED AREAS OUT51 DE Of WETLAND AND BUFFER RE5TORATION AREA TO DE 5EEDED
W rti 5WITCHGRA55 AT A RATE Of 15 L55,1ACRE.
DARE -ROOT 5EEDLING PLANTING DETAIL
(NOT TO SCALE)
BANKFULL BENCPI
-V
OREN P.ANTiNG MOLL WTTK RL Aa BARE-ROpT
GVE
SML OR AUGER 5EE0L14G IN HOSE-
CLO511 rl= WTTn SMMIM OR A1K,.*.R�
NO AIR SPACE AROUND ROOTS
ROOT COUAR AT 5UKFAe-E
DEAD -BLOW KAMMER,
NOTES:
I . OVERALL TREMI-IRUS DENSITY IN BUFFER RE5TC7RANON AREA TO REMAIN NOT Lf55 THAN
320 STEMSI+ACRE.
2. ALL AREAS WITHIN BUFFER AND WETLAND RESTORATION AREA TO BE 5EEDE0 W9TN
FER.MAtiENT WETLAND SEED MIX CONTAINING AT A MINIMUM: LIZARDS TAIL, SOFT RUSH. AND
BLUE FLAG IRIS AT A RATE OF 15 LE51ACRE .
3. ALL GRADED AREAS OUT51 DE Of WETLAND AND BUFFER RE5TORATION AREA TO DE 5EEDED
W rti 5WITCHGRA55 AT A RATE Of 15 L55,1ACRE.
DARE -ROOT 5EEDLING PLANTING DETAIL
(NOT TO SCALE)
FIX k.
5:EX VIEW
LIVE STAKE PLANTING DETAIL (TYP.)
(NOT TO 5CALE)
BUFFER TREES 5PECIE5 (8 -foot X 8 -foot 5paong)
BANKFULL BENCPI
• UVE STA -5 INSTALLED IN BANK WITH
TOTAL #
�'4/
DEAD -BLOW KAMMER,
t'lantanw 0"Idertof)$
' a:
• 46 OF STWCE IN GROUND
5A5E FLOW
WATER ELEVATIONr'�ti
` �
'`��1'ti
• BUDS OReENTED UPWARDS
• 3' CENTERS (AFPROX.)
River Lerch
t,fff� f
• CUT EXP05ED END OF LIVE STAKE
AFTER INSTALLATION IF DAMAGED DUE
Within buffer area
CornwfJc�nc;&
F lowerr:Tl clolwo'
TO INSTALLATION
(i.e. 'bark, split ends. etc.)
bare root seedling
,dxnaged
Fa6119 grandrfalo
ANryLE-CUT END
f I
FIX k.
5:EX VIEW
LIVE STAKE PLANTING DETAIL (TYP.)
(NOT TO 5CALE)
BUFFER TREES 5PECIE5 (8 -foot X 8 -foot 5paong)
5PECIE5
COMMON NA„41E
TOTAL #
512E
?.EPN'AP,�
t'lantanw 0"Idertof)$
Iyercan Syr -amore
I 1
Bare root 5eedhncl
Within lrjffer area
61Ctula nrgrd
River Lerch
I I
Bare root seedliny
Within buffer area
CornwfJc�nc;&
F lowerr:Tl clolwo'
i I
bare root seedling
Within ba jffcr arca
Fa6119 grandrfalo
American beech
f I
Bare root Seedling
Within buffer area
LrrrOderzd`ror, tulgafera
Tulip poplar
I I
Bare root Seedling
Within buffer area
Carp,nt,5 caro;'nona
Ironwood
I I
Bare root teedlmcj
Within buffer area
TOTAL
GG
STREAM BANK LIVE STAKES - 3 ROW5 EACH 51QE, 3 FOOT 5PACING
5PECIE5
COMMON NAME
TOTAL 0
51ZE
REMARf5
Cargws ama-rum
511ky dogiaod
74
Lyse stake-,
Along stream tank
$amlue�r ca^at!GnSs
bdereeery
74
L=ac ttakcy
A1011g 5Sr&4'r, bank
Jalx sc^+ca
511ky wollow.
74
Lve 5take5
Wong cream tank
Total
222
BUFFER SEEDING 5PECI fICATION5
BUFFER 5EED MIX
MLANT 5PECIE5 IN BUFFER SEEO MIX MAY INUUDE BUT ARE NOT LIMITED TO:
• Vlrgiw Wild Rye (f/yr w wyam) • Deer Tongue (?Awt r, r -W %fes.&,xm)
• sot Rush Gdo" e*&15) • 5,1 Ellvcstem (Andgw1orr gcratG,)
• 5wtckyra55 ff5iwt m tugatum a A-Amed Damyard Grm (fGAywf W ra:,rwaa)
• Creeping 5entgrass (Agrosbs s on,tera) • Little 04vostem (Sr.'.+ vx'1rum 5a-*7A%iJr)
• Stack -Eyed Susan (Rc&beckv &&P) • Indan Grass (�irtm n,,dars)
• Coreops s (CaFreop" Wceo atj) • Gamma (Tr,pswAr.i dwty es)
BUFFER * BANK PLANTING 5CH EDU LE * DETAI L5 PRELIMINAKY
DO NOT U5E FOR CON5TRUCTION
O