20221680 Ver 1_ePCN Application_20221128

DWR
Division of Water Resources
Initial Review
Pre -Construction Notification (PCN) Form
For Nationwide Permits and Regional General Permits
(along with corresponding Water Quality Certifications)
April 13, 2022 Ver 4.3
Has this project met the requirements for acceptance in to the review process?*
Yes
No
Is this project a public transportation project?*
Yes No
Change only if needed.
Pre -Filing Meeting Date Request was submitted on:
10/24/2022
BIMS # Assigned* Version#*
20221680 1
Is a payment required for this project?*
No payment required
Fee received
Fee needed - send electronic notification
Reviewing Office*
Raleigh Regional Office - [phone]
Information for Initial Review
la. Name of project:
McKinley Place Subdivision
la. Who is the Primary Contact?*
Sean Clark
What amout is owed?*
$240.00
$570.00
Select Project Reviewer*
Zachary Thomas:eads\ztthomas
lb. Primary Contact Email:* lc. Primary Contact Phone:*
[e-mail] [phone]
Date Submitted
11/28/2022
Nearest Body of Water
Buckhorn Creek
Basin
Neuse
Water Classification
WS-IV;NSW
Site Coordinates
Latitude: Longitude:
36.0609 -78.6039
A. Processing Information
County (or Counties) where the project is located:
Granville
Is this a NCDMS Project
Yes No
Is this project a public transportation project? *
Yes No

la. Type(s) of approval sought from the Corps:
Section 404 Permit (wetlands, streams and waters, Clean Water Act)
Section 10 Permit (navigable waters, tidal waters, Rivers and Harbors Act)
Has this PCN previously been submitted?*
Yes
No
1 b. What type(s) of permit(s) do you wish to seek authorization?
Nationwide Permit (NWP)
Regional General Permit (RGP)
Standard (IP)
lc. Has the NWP or GP number been verified by the Corps?
Yes No
Nationwide Permit (NWP) Number: 29 - Residential Developments
NWP Numbers (for multiple NWPS):
ld. Type(s) of approval sought from the DWR:
401 Water Quality Certification - Regular
Non-404 Jurisdictional General Permit
Individual 401 Water Quality Certification
le. Is this notification solely for the record because written approval is not required?
For the record only for DWR 401 Certification:
For the record only for Corps Permit:
1f. Is this an after -the -fact permit application?*
Yes No
lg. Is payment into a mitigation bank or in -lieu fee program proposed for mitigation of impacts?
Yes No
lg. Is payment into a mitigation bank or in -lieu fee program proposed for mitigation of impacts?
Yes No
1 h. Is the project located in any of NC's twenty coastal counties?
Yes No
1j. Is the project located in a designated trout watershed?
Yes No
B. Applicant Information
ld. Who is applying for the permit?
Owner Applicant (other than owner)
le. Is there an Agent/Consultant for this project?*
Yes No
2. Owner Information
2a. Name(s) on recorded deed:
Pine Tree Group LLC
2b. Deed book and page no.:
DB01174/PG0278; DB00661/PG0671
2c. Contact Person:
James D. Goldston
2d. Address
Street Address
11305 Derby Lane
Address Line 2
City
Raleigh
Postal /Zip Code
27613
401 Water Quality Certification - Express
Riparian Buffer Authorization
State / Province / Region
NC
Country
USA
Yes No
Yes No

2e. Telephone Number: 2f. Fax Number:
[phone]
2g. Email Address: *
[e-mail]
3. Applicant Information (if different from owner)
3a. Name:
Beth Robinson
3b. Business Name:
Green Pointe Development Corp
3c. Address
Street Address
8705 Alden Lane
Address Line 2
City
Wake Forest
Postal / Zip Code
27587
3d. Telephone Number:
[phone]
3f. Email Address: *
[e-mail]
4. Agent/Consultant (if applicable)
4a. Name:
Nicole Thomson
4b. Business Name:
Sage Ecological Services, Inc.
4c. Address
Street Address
3707 Swift Creek Drive
Address Line 2
City
Raleigh
Postal / Zip Code
27606
4d. Telephone Number:
[phone]
4f. Email Address: *
[e-mail]
C. Project Information and Prior Project History
State / Province / Region
NC
Country
USA
3e. Fax Number:
State / Province / Region
NC
Country
USA
4e. Fax Number:
1. Project Information
1b. Subdivision name:
(if appropriate)
McKinley Place Subdivision
lc. Nearest municipality / town:
Creedmoor
2. Project Identification
2a. Property Identification Number:
181400630347,181400623616,
181400613393,181400601939,
181400712326, 181400703361, and
181400626430
2b. Property size:
154.7

2c. Project Address
Street Address
3170 Bruce Garner Road
Address Line 2
City
Creedmoor
Postal / Zip Code
27522
3. Surface Waters
3a. Name of the nearest body of water to proposed project: *
Buckhorn Creek
3b. Water Resources Classification of nearest receiving water: *
WS-IV;NSW
3c. What river basin(s) is your project located in?*
Neuse
3d. Please provide the 12-digit HUC in which the project is located.
030202010601
4. Project Description and History
State / Province / Region
NC
Country
Granville
4a. Describe the existing conditions on the site and the general land use in the vicinity of the project at the time of this application:*
The Site is located at 3170 Bruce Garner Road approximately 5.7 miles southeast of Creedmoor in southern Granville County, NC. The Site is within the southern piedmont region of North
Carolina and in the Neuse River Basin. The Site is comprised of seven adjacent parcels. The majority of the Site is undeveloped and forested with a pine tree dominated canopy and
interspersed hardwoods. Multiple unimproved dirt roads cross the Site. Evidence of past agriculture and timber management are present throughout the Site. An older homesite and
associated outbuildings are present in the northern portion of the Site. The topography of the Site ranges from a high point of +/- 460 feet above mean sea level (msl) on the northern
boundary of the Site along Bruce Garner Road to +/- 362 feet above msl on the southern boundary where Stream SI exits the Site. Surrounding land use is a mix of undisturbed forested
areas and residential developments.
4b. Have Corps permits or DWR certifications been obtained for this project (including all prior phases) in the past? *
Yes No Unknown
4f. List the total estimated acreage of all existing wetlands on the property:
3.51
4g. List the total estimated linear feet of all existing streams on the property:
9,299
4h. Explain the purpose of the proposed project: *
The purpose of the proposed project is to construct a residential subdivision and associated infrastructure to meet the demand for housing in the Creedmoor area of Granville County.
4i. Describe the overall project in detail, including indirect impacts and the type of equipment to be used: *
The project is to construct a residential subdivision with necessary internal roads and stormwater devices. Multiple streams bisect the property in different locations. There are 3 separate
stream crossings proposed to access the useable upland portions of the property. Streams are not crossed multiple times by roads. The remaining jurisdictional resources on the Site are
avoided. Utilities for the proposed project will connect to existing utility lines adjacent to the Site. Heavy equipment typically used for residential construction (e.g. backhoes, bulldozers,
etc.) will be utilized.
5. Jurisdictional Determinations
5a. Have the wetlands or streams been delineated on the property or proposed impact areas?*
Yes No
Comments:
5b. If the Corps made a jurisdictional determination, what type of determination was made? *
Preliminary Approved Not Verified Unknown N/A
Corps AID Number:
SAW-2022-01220
5c. If 5a is yes, who delineated the jurisdictional areas?
Name (if known):
Agency/Consultant Company:
Other:
Cory Darnell
Sage Ecological Services, Inc.
Unknown
5d. List the dates of the Corp jurisdiction determination or State determination if a determination was made by the Corps or DWR
USACE concurrence email dated 7/8/22; SAW-2022-01220
DWR Buffer Determination Letter dated 07/11/22; NBRRO #22-209
6. Future Project Plans

6a. Is this a phased project?*
Yes No
Are any other NWP(s), regional general permit(s), or individual permits(s) used, or intended to be used, to authorize any part of the proposed project or related activity?
No
D. Proposed Impacts Inventory
1. Impacts Summary
la. Where are the impacts associated with your project? (check all that apply):
Wetlands Streams -tributaries
Open Waters Pond Construction
2. Wetland Impacts
Buffers
2a. Site #* (?)
2a1 Reason (?)
2b. Impact type*(')
2c. Type of W.*
2d. W. name
2e. Forested*
2f. Type of Jurisdicition*
(?)
2g. Impact
area*
Impact #3
Road Crossing
P
Bottomland Hardwood Forest
WJA
Yes
Both
0.004
(acres)
2g. Total Temporary Wetland Impact
0.000
2g. Total Wetland Impact
0.004
2i. Comments:
2g. Total Permanent Wetland Impact
0.004
Of the 3.51 acres of wetland on the Site, all but 0.004 acres have been avoided. Wetland WJA is a linear feature adjacent to stream SF. Permanent
wetland impacts are below compensatory mitigation thresholds.
3. Stream Impacts
3a. Reason for impact (?)
3b.Impact type*
3c. Type of impact*
3d. S. name*
3e. Stream Type*
(?)
3f. Type of
Jurisdiction*
3g. S. width
3h. Impact
length*
S1
Impact #1 - Road Crossing
Permanent
Culvert
SA
Perennial
Both
1
Average (feet)
62
(linear feet)
S2
Impact #1 - Road Crossing
Temporary
Dewatering
SA
Perennial
Both
1
Average (feet)
15
(linear feet)
S3
Impact #2 - Road Crossing
Permanent
Culvert
SG
Perennial
Both
11
Average (feet)
106
(linear feet)
S4
Impact #2 - Road Crossing
Temporary
Dewatering
SG
Perennial
Both
11
Average (feet)
24
(linear feet)
S5
Impact #3 - Road Crossing
Permanent
Culvert
SF
Perennial
Both
6
Average (feet)
64
(linear feet)
S6
Impact #3 - Road Crossing
Temporary
Dewatering
SF
Perennial
Both
6
Average (feet)
34
(linear feet)
3i. Total jurisdictional ditch impact in square feet:
0
3i. Total permanent stream impacts:
232
3i. Total stream and ditch impacts:
305
3i. Total temporary stream impacts:
73
3j. Comments:
Of the 9,299 linear feet of stream on the Site, there are only 3 road crossings with a total of 232 linear feet of permanent stream impact. The total
acreage of stream impact is 0.04 acres, therefore, compensatory mitigation for the unavoidable stream impacts will be required.
6. Buffer Impacts (for DWR)
6a. Project is in which protect basin(s)?
Check all that apply.
Neuse Tar -Pamlico
Catawba Randleman
Goose Creek Jordan Lake
Other

6b. Impact Type
6c. Per or Temp
6d. Stream name
6e. Buffer mitigation required?
6f. Zone 1 impact
6g. Zone 2 impact
Impact #1 - Road Crossing
P
SA
No
4,595
2,994
Impact #2 - Road Crossing
P
SG
No
7,347
4,391
Impact #3 - Road Crossing
P
SG
No
5,529
3,646
Impact #4 - Grading ("Deemed Allowable")
P
SA
No
0
194
Impact #5 - Grading ("Deemed Allowable")
P
SA
No
0
816
Impact #6 - Grading ("Deemed Allowable")
P
SG
No
0
276
Impact #7 - Grading ("Deemed Allowable")
P
SG
No
0
485
Impact #8 - Grading ("Deemed Allowable")
P
SG
No
0
570
Impact #9 - Grading ("Deemed Allowable")
P
SG
No
0
631
6h. Total buffer impacts:
Total Temporary impacts:
Total Permanent impacts:
Total combined buffer impacts:
Zone 1
0.00
Zone 1
Zone 2
0.00
Zone 2
17,471.00 14,003.00
Zone 1 Zone 2
17,471.00 14,003.00
6i. Comments:
Per the Neuse River Basin Buffer protection rules, 15A NCAC 02B .0714 (11) Table of Uses, perpendicular road crossings that impact less than 1/3 acre
of riparian buffer are "allowable upon authorization." Additionally, grading activities and revegetation in Zone 2, provided Zone 1 is not compromised, is
"deemed allowable" (i.e. "exempt") and doesn't require authorization. Riparian buffer impacts 4-8 are shown as a courtesy only.
E. Impact Justification and Mitigation
1. Avoidance and Minimization
la. Specifically describe measures taken to avoid or minimize the proposed impacts in designing the project:
Nine jurisdictional streams, one jurisdictional pond, and twelve forested riparian wetlands are located on the Site. The proposed roadway infrastructure
results in 3 proposed roadway crossings over 3 different stream channels; these streams bisect the property and the road crossings are necessary to
access usable upland portions of the Site. Streams are not crossed multiple times by roads. All other jurisdictional features on the Site have been
avoided. Lots were positioned to avoid additional fill and/or impact to streams and wetlands. Stormwater outfalls were designed to minimize impacts to
jurisdictional areas. Construction fencing will be used to define the construction corridor and prevent any accidental additional impacts. Silt fencing will
be installed to provide additional protection from stormwater runoff.
1 b. Specifically describe measures taken to avoid or minimize the proposed impacts through construction techniques:
General techniques include the use of construction fencing to define the construction corridor and prevent any accidental additional impacts. Silt fencing
and sediment basins will also be used to prevent sediment runoff into stream and wetland areas.
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
2c. If yes, mitigation is required by (check all that apply):
DWR Corps
2d. If yes, which mitigation option(s) will be used for this project?
Mitigation bank Payment to in -lieu fee program Permittee Responsible Mitigation
3. Complete if Using a Mitigation Bank
3a. Name of Mitigation Bank:
EBX-Neuse sponsored Neu -Con Wetland & Stream UMB - Poplar Creek Site & Blackbird Site
3b. Credits Purchased/Requested (attach receipt and letter)
Type: Quantity:
Stream 464

3c. Comments
The project proposes to purchase stream mitigation credits from the EBX-Neuse sponsored Neu -Con Wetland & Stream Umbrella Mitigation Bank -
specifically 401.00 stream credits from the Poplar Creek Site and 63.00 stream credits from the Blackbird site.
6. Buffer mitigation (State Regulated Riparian Buffer Rules) - required by DWR
6a. Will the project result in an impact within a protected riparian buffer that requires buffer mitigation? If yes, you must fill out this entire form - please contact DWR for more information.
Yes No
F. Stormwater Management and Diffuse Flow Plan (required by DWR)
1. Diffuse Flow Plan
la. Does the project include or is it adjacent to protected riparian buffers identified within one of the NC Riparian Buffer Protection Rules?
Yes No
What type of SCM are you providing?
Level Spreader
Vegetated Conveyance (lower SHWT)
Wetland Swale (higher SHWT)
Other SCM that removes minimum 30% nitrogen
Proposed project will not create concentrated stormwater flow through the buffer
2. Stormwater Management Plan
2a. Is this a NCDOT project subject to compliance with NCDOT's Individual NPDES permit NCS000250? *
Yes No
2b. Does this project meet the requirements for low density projects as defined in 15A NCAC 02H .1003(2)?
Yes No
U
2c. Does this project have a stormwater management plan (SMP) reviewed and approved under a state stormwater program or state -approved local government stormwater program?
Yes No
N/A - project disturbs < 1 acre
3. Stormwater Requirements
3a. Select whether a completed stormwater management plan (SMP) is included for review and approval or if calculations are provided to document the project will not cause degradation of
downstream surface waters.*
Stormwater Management Plan Antidegradation Calculations
Comments:
The Stormwater Management Plan (SMP) will be reviewed and approved by the locally delegated authority. The applicant requests a conditional 401 Water Quality Certification until the
local stormwater review is completed and the SMP is approved.
G. Supplementary Information
1. Environmental Documentation
la. Does the project involve an expenditure of public (federal/state/local) funds or the use of public (federal/state) land? *
Yes No
2. Violations (DWR Requirement)
2a. Is the site in violation of DWR Water Quality Certification Rules (15A NCAC 2H .0500), Isolated Wetland Rules (15A NCAC 2H .1300), or DWR Surface Water or Wetland Standards or
Riparian Buffer Rules (15A NCAC 2B .0200)?*
Yes No
3. Cumulative Impacts (DWR Requirement)
3a. Will this project result in additional development, which could impact nearby downstream water quality?*
Yes No
3b. If you answered "no," provide a short narrative description.
Per the NC DWQ April 2004 Version 2.1 Cumulative Impacts policy, small scale residential development projects have a "low potential for cumulative
impact" since the project already in a developed landscape (i.e. existing residences and development in the vicinity) and the area already contains the
necessary infrastructure (i.e. sewer, water, electricity, etc.). The project drains to Buckhorn Creek, which is Water Supply -IV (WS-IV); Nutrient Sensitive
Waters (NSW), (i.e. not HQW or ORW). We anticipate the NCDWR will advise us if a qualitative or quantitative analysis is needed.
4. Sewage Disposal (DWR Requirement)
4a. Is sewage disposal required by DWR for this project?*
Yes No N/A

4b. Describe, in detail, the treatment methods and dispositions (non -discharge or discharge) of wastewater generated from the proposed project. If the wastewater will be treated at a
treatment plant, list the capacity available at that plant.
Homes will be serviced by individual septic systems.
5. Endangered Species and Designated Critical Habitat (Corps Requirement)
5a. Will this project occur in or near an area with federally protected species or habitat?*
Yes No
5b. Have you checked with the USFWS concerning Endangered Species Act impacts?*
Yes No
5d. Is another Federal agency involved?*
Yes
5e. Is this a DOT project located within Division's 1-8?
Yes No
No Unknown
5f. Will you cut any trees in order to conduct the work in waters of the U.S.?
Yes No
5g. Does this project involve bridge maintenance or removal?
Yes No
5h. Does this project involve the construction/installation of a wind turbine(s)?*
Yes No
5i. Does this project involve (1) blasting, and/or (2) other percussive activities that will be conducted by machines, such as jackhammers, mechanized pile drivers, etc.?
Yes No
5j. What data sources did you use to determine whether your site would impact Endangered Species or Designated Critical Habitat?
On November 9, 2021, we received correspondence from the NC Natural Heritage Program (NCNHP). Based upon their review, no federally listed T&E
species are documented on the Site or within 1.0-mile of the Site.
6. Essential Fish Habitat (Corps Requirement)
6a. Will this project occur in or near an area designated as an Essential Fish Habitat?*
Yes No
6b. What data sources did you use to determine whether your site would impact an Essential Fish Habitat?*
The proposed project is in Granville County which is not near any coastal or tidal habitat which would support EFH (i.e., salt marshes, oyster reefs, etc.).
7. Historic or Prehistoric Cultural Resources (Corps Requirement)
7a. Will this project occur in or near an area that the state, federal or tribal governments have designated as having historic or cultural preservation status?*
Yes No
7b. What data sources did you use to determine whether your site would impact historic or archeological resources?*
We reviewed the NC State Historic Preservation Office (NCSHPO) database. The Site is not listed as a historic property or within a historic district. No
historic structures were found on the Site. No historic properties are identified within one mile of the Site (see Figure 4).
8. Flood Zone Designation (Corps Requirement)
8a. Will this project occur in a FEMA-designated 100-year floodplain?*
Yes No
8c. What source(s) did you use to make the floodplain determination?*
FEMA online database: panel 3720180400K, effective on12/06/2019
Miscellaneous
Please use the space below to attach all required documentation or any additional information you feel is helpful for application review. Documents should be combined into one file when
possible, with a Cover Letter, Table of Contents, and a Cover Sheet for each Section preferred.
Click the upload button or drag and drop files here to attach document
AGENT AUTHORIZATION FORM SAGE Signed.pdf
McKinley Place Application Supplemental Information.pdf
File must be PDF or KMZ
253.96KB
12.48MB

Comments
PCN Cover Letter
Agent Authorization Forms
Figure 1-USGS Site Vicinity Map
Figure 2-Soil Survey Site Vicinity Map
Figure 3 - Wetland Sketch Map
Figure 4 — NCSHPO Map
NCNHP Database Report
USACE SAW-2022-01220 PJD concurrence email
DWR Buffer Determination Letter, NBRRO #22-209 (dated 07/11/2022)
Impact Maps
EBX-Neuse I, LLC SOA Letter
Notice of Intent to File Permit Application email
Signature
By checking the box and signing below, I certify that:
• The project proponent hereby certifies that all information contained herein is true, accurate, and complete to the best of my knowledge and belief'; and
• The project proponent hereby requests that the certifying authority review and take action on this CWA 401 certification request within the applicable reasonable period of time.
• I have given true, accurate, and complete information on this form;
I agree that submission of this PCN form is a "transaction" subject to Chapter 66, Article 40 of the NC General Statutes (the "Uniform Electronic Transactions Act");
I agree to conduct this transaction by electronic means pursuant to Chapter 66, Article 40 of the NC General Statutes (the "Uniform Electronic Transactions Act");
I understand that an electronic signature has the same legal effect and can be enforced in the same way as a written signature; AND
I intend to electronically sign and submit the PCN form.
Full Name:
Nicole Thomson, PWS
Signature
'6E4 Th.410116 Ila
Date
11/28/2022

ECOLOGICAL
SERVICES
EST., 2016
November 28, 2022
US Army Corps of Engineers
Raleigh Regulatory Office
Attn: Ms. April Norton
3331 Heritage Trade Dr., Ste. 105
Wake Forest, NC 27587
NC Division of Water Resources
401 & Buffer Permitting Unit
512 N. Salisbury St., Archdale Bldg. 9th Fir
Raleigh, NC 27604
Re: McKinley Place Subdivision
Request for NWP 29, GC 4256 Authorization & Neuse River Riparian Buffer Certification
Sage Project #2021.150
On behalf of Pine Tree Group, LLC (property owner) and Blue Ash, LLC (applicant), please find attached a
complete application and supplemental information requesting written concurrence from the US Army Corps of
Engineers (USACE) that the activities associated with the proposed development of the McKinley Place
subdivision (Project) may proceed under Nationwide Permit (NWP) 29 and General Certification 4256 (GC 4256).
Project Purpose and Locatio8
The Project includes the construction of a residential subdivision. The +/-154.7-acre tract is located 3170 Bruce
Garner Road approximately 5.7 miles southeast of Creedmoor in southern Granville County, NC. The coordinates
of 36.0609°N, 78.6039°W generally correspond to the center of the Site.
Project Detail
The proposed Project consists of the construction of a residential development with associated utilities and roads.
Homes will be on individual septic systems and the development water needs will be served by community wells.
Access to the Site will be provided via Bruce Garner Road to the north. Heavy equipment typically used for utility
installation projects (e.g., backhoes, bulldozers, etc.) will be utilized.
No federally threatened or endangered species are listed to occur on the Site according to the NC Natural
Heritage Program (NCNHP) Database, (see attached report dated November 9, 2021).
The Site is not listed as a historic property or within a historic district. No historic structures were found on the
Site. No historic properties are identified within one mile of the Site
Project History
The Site is comprised of a seven adjacent parcels totaling +/- 154.7-acres. The majority of the Site is undeveloped
and forested with a pine tree dominated canopy and interspersed hardwoods. Multiple unimproved dirt roads
cross the Site. Evidence of past agriculture and timber management are present throughout the Site. An older
homesite and associated outbuildings are present in the northern portion of the Site. Nine jurisdictional streams,
one jurisdictional pond, and twelve forested riparian wetlands are located on the Site. Surrounding land use is a
mix of undisturbed forested areas and residential developments.
Avoidance and Minimization
Nine jurisdictional streams, one jurisdictional pond, and twelve forested riparian wetlands are located on the Site.
The proposed roadway infrastructure results in 3 proposed roadway crossings over 3 different stream channels;
these streams bisect the property and the road crossings are necessary to access usable upland portions of the
Site. Streams are not crossed multiple times by roads. All other jurisdictional features on the Site have been
avoided. Lots were positioned to avoid additional fill and/or impact to streams and wetlands. Stormwater outfalls
were designed to minimize impacts to jurisdictional areas. Construction fencing will be used to define the
McKinley Place Subdivision Page 1 of 2

construction corridor and prevent any accidental additional impacts. Silt fencing will be installed to provide
additional protection from stormwater runoff.
Project Impacts
Impact 1 Culvert 1 is a proposed road crossing and will result in 62 linear feet of permanent stream impact and
15 linear feet of temporary impact to accommodate impervious dikes for the temporary bypass pumping operation
during culvert installation. Impact 2 Culvert 2 is also a proposed road crossing and will result in 106 linear feet of
permanent stream impact and 24 linear feet of temporary impact to accommodate impervious dikes for the
temporary bypass pumping operation during culvert installation. Impact 3 Culvert 3 is a proposed road crossing
and will result in 0.004 acres of wetland impact, 64 linear feet of permanent stream impact and 34 linear feet of
temporary impact to accommodate impervious dikes for the temporary bypass pumping operation during culvert
installation.
Mitigation
Permanent wetland impacts total 0.004 acre which is below compensatory mitigation thresholds. Permanent
stream impacts total 232 linear feet (0.04 acre) which will require compensatory mitigation. Mitigation is being
provided by EBX-Neuse I, LLC (see attached SOA letter).
If you have any questions, please call me at [phone].
Respectfully submitted:
Sage Ecological Services, Inc.
cole J. Thomson, PWS
Sage Ecological Services, Inc.
Attachments:
Pre -construction Notification (PCN) Application Form
Agent Authorization Forms
Figure 1-USGS Site Vicinity Map
Figure 2-Soil Survey Site Vicinity Map
Figure 3 - Wetland Sketch Map
Figure 4 — NCSHPO Map
NCNHP Database Report
USACE SAW-2022-01220 PJD concurrence email
DWR Buffer Determination Letter, NBRRO #22-209 (dated 07/11/2022)
Impact Maps
EBX-Neuse I, LLC SOA Letter
Notice of Intent to File Permit Application email
McKinley Place Subdivision Page 2 of 2

DocuSign Envelope ID: BA3C229C-4540-48E8-983B-7114A304974A
Name:
Address:
Phone:
Email:
ECOLOGICAL
SERVICES
EST. 201E
AGENT AUTHORIZATION FORM
All Blanks to Be Filled in By the Current Landowner or Legal Representative
ins 7r-e'r' £p LA. (.
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Pli1ejhl ri,C'� ?76f3
(q(4) (Th- ( 7 '
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Project Name/Description: Blue Ash Property
Sage Project # 2021.150
Date:
5/26/2022 1 10:31 AM PDT
The Department of the Army
U.S. Army Corps of Engineers, Wilmington District
P.O. Box 1890
Wilmington, NC 28402
Attn:
Field Office: Raleigh
Re: Wetlands and Streams Related Consulting and Permitting
To Whom It May Concern:
I, the undersigned, the owner or a duly authorized representative of record of the property/properties identified
herein, do authorize representatives of the U.S. Army Corps of Engineers (Corps) 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. I also hereby designate and authorize Sage Ecological Services to act on my behalf as my
agent in the processing of permit applications, to furnish upon request supplemental information in support of
applications, etc. from this day forward.
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 Sage staff. Please contact Sage to arrange a meeting
prior to visiting the site.
BY: Pura ei' Gvc, L LC. h7 Jamv,
Print Name of Landowner or 6-0 11.151-,
Legal Representative
BY:
DocuSigned by:
itvmus Fels} etn, (I I
Signature o�anowner or
Legal Representative

Map Location
Person
Granville
Vance Warren
Franklin
USGS Topo Map
Blue Ash Property
Sage Project # 2021.150
Grissom Quadrangle
USGS Topo Map Server 2021
November 9, 2021
Figure 1
SAGE
EC OI QC•.I _8L
SE FvIC ES
Durham
Wake
0
1,000 2,000
Feet
Sage Ecological Services, Inc.
Office: 919-335-6757
CeII: 919-559-1537

.J'
Feature C
Feature D
04 AZ" 7.
Legend
L Project Study Area
"ti
Map Location
Person
Granville
Durham
Feature E
Vance Warren
Franklin
Feature G
Feature L
•
CAD
NRCS Soil Survey Map
Blue Ash Property
Sage Project # 2021.150
Granville County Soil Survey, 1997
Sheet #16
November 9, 2021
0
1,000 2,000
Feet
r
Feature K
Figure 2
Sage Ecological Services, Inc.
Office: 919-335-6757
Cell: 919-559-1537
.ir

NOTE: Features depicted herein must be field
verified by the USACE and /or NCDVVR, or its
delegated authority before being valid.
Location, shape and size of depicted features
on the evaluated site are approximate and
should be surveyed by a licensed NC surveyor
for final site planning. This map should be used
for preliminary planning purposes only.
0 4SF1
Stream SB
+/-91 LF
Wetland WA-04
Flags WAD01f11,
WADD 1'11
Wetland WA-06
/ Flags WF01102
Stream SC
+/-78 LF
J Project Study Area
o Stream Data Point
O Wetland Data Point
Perennial Stream - Jurisdictional WOTUS
Intermittent Stream - Jurisdictional WOTUS
Pond - Jurisdictional WOTUS
50' Riparian Buffer
Wetland - Jurisdictional WOTUS
2' Contour
Wetland WI-02
Flags WK1-7
Wetland WE
Flags WI01109
Stream.SG
+/-52 LF
Wetland WI-03
Flags WH01~15,
WG01y00 WGA01-03
Wetland WF402
Flags WJA5-6,
WJ9:12
Wetland WI-01
Flags WL1-12
Stream SI
+/-3,330 LF
Stream SF.��•
•-. +/-1,159 LF:
Ma? Location
Person
Granville
Vance Warren
Franklin
Wetland Sketch Map
Blue Ash Property
Sage Project # 2021.150
Prepared by: K. Hamlin
November 9, 2021
Figure 3
SAGE
Durham
Wake
0
310
620
Feet
Sage Ecological Services, Inc.
Office: 919-335-6757
CeII: 919-559-1537

NCSHPO Data Download: 9/15/2021
http://www.ncdcr.gov
Allenwood Rd
�Ofiv°oas
Q Project Study Area
Q 1-Mile Project Buffer
NCSHPO Status
Study List individual entry
Surveyed Only
• Surveyed, Gone
QNational Register Boundary
Map Location
Person
Orange
Granville
Warren
Vance
Franklin
NCSHPO Map
Blue Ash Property
Sage Project # 2021.150
Prepared By: K. Hamlin
November 22, 2021
Figure 4
Durham
Chatham
Wake Nash
0 1,000 2,000
Feet
Sage Ecological Services, Inc.
Office: 919-335-6757
CeII: 919-559-1537

Roy Cooper, Governor
■■ `■ NC DEPARTMENT OF
■
■ ■ %E. NATURAL AND CULTURAL RESOURCES
■ was
November 9, 2021
Sean Clark
Sage Ecological Services
3707 Swift Drive
Raleigh, NC 27606-2543
RE: Blue Ash Development; 2021.150
Dear Sean Clark:
D. Reid Wilson, Secretary
Misty Buchanan
Deputy Director, Natural Heritage Program
N CN H D E-16289
The North Carolina Natural Heritage Program (NCNHP) appreciates the opportunity to provide
information about natural heritage resources for the project referenced above.
Based on the project area mapped with your request, a query of the NCNHP database indicates that
there are no records for rare species, important natural communities, natural areas, and/or
conservation/managed areas within the proposed project boundary. Please note that although there
may be no documentation of natural heritage elements within the project boundary, it does not
imply or confirm their absence; the area may not have been surveyed. The results of this query
should not be substituted for field surveys where suitable habitat exists. In the event that rare
species are found within the project area, please contact the NCNHP so that we may update our
records.
The attached 'Potential Occurrences' table summarizes rare species and natural communities that
have been documented within a one -mile radius of the property boundary. The proximity of these
records suggests that these natural heritage elements may potentially be present in the project area
if suitable habitat exists. Tables of natural areas and conservation/managed areas within a one -mile
radius of the project area, if any, are also included in this report.
If a Federally -listed species is found within the project area or is indicated within a one -mile radius of
the project area, the NCNHP recommends contacting the US Fish and Wildlife Service (USFWS) for
guidance. Contact information for USFWS offices in North Carolina is found here:
https://www.fws.gov/offices/Di rectory/ListOffices.cfm?statecode=37.
Please note that natural heritage element data are maintained for the purposes of conservation
planning, project review, and scientific research, and are not intended for use as the primary criteria
for regulatory decisions. Information provided by the NCNHP database may not be published
without prior written notification to the NCNHP, and the NCNHP must be credited as an information
source in these publications. Maps of NCNHP data may not be redistributed without permission.
The NC Natural Heritage Program may follow this letter with additional correspondence if a
Dedicated Nature Preserve, Registered Heritage Area, Land and Water Fund easement, or Federally -
listed species are documented near the project area.
If you have questions regarding the information provided in this letter or need additional assistance,
please contact Rodney A. Butler at [e-mail] or 919-707-8603.
Sincerely,
NC Natural Heritage Program
DEPARTMENT OF NATURAL AND CULTURAL RESOURCES
9) 1.21 Vv JONES STREET. RALEIGH. NC 27603 • 1651 MAIL SERVICE CENTER. RALEIGH. NC 27690
OFC 919.707.9120 • FAX [phone]

Natural Heritage Element Occurrences, Natural Areas, and Managed Areas Within a One -mile Radius of the Project Area
Blue Ash Development
Project No. 2021.150
November 9, 2021
NCN H D E-16289
Element Occurrences Documented Within a One -mile Radius of the Project Area
Taxonomic EO ID Scientific Name= Common Nam ast Element Accuracy Federal State Global State
Group rvation Occurrence Status Status Rank Rank
ate Rank
Dragonfly or 32043 Coryphaeschna ingens Regal Darner 2004-Pre H? 5-Very
Damselfly Low
Natural 38293 Mesic Mixed Hardwood--- 2018-05-10 NR 3-Medium
Community Forest (Piedmont
Subtype)
Natural Areas Documented Within a One -mile Radius of the Project Area
Site Name Representational Rating
Smith Creek Alluvial Forest and Slopes R3 (High)
Collective Rating
C5 (General)
Managed Areas Documented Within a One -mile Radius of the Project Area
Managed Area Name = Owner MIL Owner Type
NC Land and Water Fund Conservation Agreement NC DNCR, NC Land and Water Fund State
Significantly G5 S2?
Rare
G3G4 S4
Definitions and an explanation of status designations and codes can be found at httos://ncnhde.natureserve.org/help. Data query generated on November 9, 2021; source: NCNHP, Q3 October 2021.
Please resubmit your information request if more than one year elapses before project initiation as new information is continually added to the NCNHP database.
Page 2 of 3

November 9, 2021
Project Boundary
Buffered Project Boundary
NHP Natural Area (NHNA)
Managed Area (MAREA)
NCNHDE-16289: Blue Ash Development
Page 3 of 3
1:29,590
0 0.25 0.5
II 1 r r
0 0.4 0.8 1.6 km
1 mi
Sources: Esri. HERE. Gamin, Inperrrwp. increment P Corp._ GEBCO. USGS.
FAO. MPS. NRCAN, GeoBase, IGN, Kadaster NL. Ordnance Surrey. Esri Japan,
METI, Eeri China Hong Kong), (o) OpenStreetMsp contributors, and the GIS
User Community

Sean Clark
From: Norton, April R CIV USARMY CESAW (USA) <[e-mail]>
Sent: Friday, July 8, 2022 12:36 PM
To: Cory Darnell
Cc: Sean Clark
Subject: SAW-2022-01220 (Blue Ash Property) PJD Concurrence
Attachments: SAW-2022-01220 Sketch Map.pdf
Dear Cory Darnell,
Reference is made to Corps Action ID: SAW-2022-01220. Please reference this number on any correspondence regarding
this action.
We have reviewed the information provided by you concerning the aquatic resources, and by copy of this e-mail, are
confirming that the aquatic resources delineation has been verified by the Corps to be a sufficiently accurate and
reliable representation of the location and extent of aquatic resources within the identified review area. The location
and extent of these aquatic resources are shown on the delineation map entitled, "WOTUS Sketch Map" and dated
11/09/2021.
Regulatory Guidance Letter (RGL) 16-01 https://usace.contentdm.ocic.org/utils/getfile/collection/p16021co119/id/1256
provides guidance for Jurisdictional Determinations (JD) and states, "The Corps generally does not issue a JD of any type
where no JD has been requested." Currently, we are only verifying the delineation. This delineation may be relied upon
for use in the permit evaluation process, including determining compensatory mitigation. This verification does not
address nor include any consideration for geographic jurisdiction on aquatic resources and shall not be interpreted as
such.
This delineation verification is not an Approved Jurisdictional Determination (AJD) and is not an appealable action under
the Regulatory Program Administrative Appeal Process (33 CFR Part 331). However, you may request an AJD, which is an
appealable action.
If you wish to receive a Preliminary Jurisdictional Determination (PJD), or an Approved Jurisdictional Determination (AJD)
please respond accordingly, otherwise nothing further is required and we will not provide any additional
documentation.
**Due to workload volume, the issuance of standalone JDs is not priority; however, you may use the delineation for
planning and permitting purposes.
April R. Norton
Regulatory Division
US Army Corps of Engineers
3331 Heritage Trade Drive, Suite 105
Wake Forest, North Carolina 27587
Phone: [phone]
Fax: [phone]
Email: [e-mail]
1

DocuSign Envelope ID: 16C1C374-3DCF-493F-9309-5D7ACFA3734D
ROY COOPER
Governor
ELIZABETH S. BISER
Secretary
S. DANIEL SMITH
Director
Contact: Pine Tree Group, LLC
Address: 11305 Derby Lane, Raleigh, NC 27613
NORTH CAROLINA
Environmental Quality
07/ 11 /2022
Subject: Buffer Determination Letter
NBRRO #22-209
Granville County
Determination Type:
Buffer
Intermittent/Perennial
❑ Intermittent/Perennial Determination (where local
buffer ordinances apply)
0 Neuse (15A NCAC 2B .0714)
❑ Tar Pamlico (15A NCAC 2B .0734)
❑ Jordan (15A NCAC 2B .0267) (governmental
and/or interjurisdictional projects)
Project Name:
Blue Ash Property
Address/Location: Southwest of the intersections of Bruce Garner Road and Rock Spring Road in
Grissom, NC
Stream(s):
Buckhorn Creek
Determination Date: 07/08/2022
Staff: Joe Myers
Feature
E/I/Phl
Not�1
Subject
Subject
Start @
Stop @
Soil
Survey
USGS
Topo
A
P
X
Start: DWR A 36.063830, -78.606613
Stop: Off Property
X
X
B
P
X
Start: Off Property
Stop: Confluence w/ C
X
C
P
X
Start: Off Property
Stop: Off Property
X
X
D
I
X
Start: Off Property
Stop: Confluence w/ C
X
E
NP
X
X
F
E
X
X
G
NP
X
X
Pond A
X
N/A
X
X
(1) E = Ephemeral, I = Intermittent, P = Perennial, NP = Not Present, N/A=Not Applicable
(2) Refers to State riparian buffer rules only. Stream, wetland, or pond impacts are still subject to applicable water
quality standards and permitting requirements.
NOR
uyeehie,t of EnWmnmental tllualiry
North Carolina Department of Environmental Quality 1 Division of Water Resources
Raleigh Regional Office 13800 Barrett Drive I Raleigh, North Carolina 27609
919.791.4200

DocuSign Envelope ID: 16C1C374-3DCF-493F-9309-5D7ACFA3734D
Blue Ash Property
Granville County
07/ 11 /2022
Page 2 of 2
Explanation: The stream(s)/pond(s) listed above has been located on the most recent published NRCS Soil Survey
of Granville County, North Carolina and/or the most recent copy of the USGS Topographic map at a 1: 24,000
scale. Each feature that is checked "Not Subject" has been determined to not be an intermittent stream, perennial
stream, a pond connected to a stream feature, or the feature is determined not to be present. Stream features that are
checked "Subject" have been located on the property and possess characteristics that qualify them to be subject to
the buffer rules. There may be other streams located on the property that are not depicted on the maps referenced
above and are therefore not subject to the buffer rules. However, if the stream features are present on the tract they
are subject to all other applicable North Carolina stream standards and permitting requirements as outlined in 15A
NCAC 02B, and may be considered jurisdictional according to the US Army Corps of Engineers.
This on -site determination shall expire five (5) years from the date of this letter. Landowners or affected
parties that dispute a determination made by the DWR may request a determination by the Director. An
appeal request must be made within sixty (60) days of date of this letter. A request for a determination by the
Director shall be referred to the Director in writing. If sending via US Postal Service: c/o Paul Wojoski; DWR
— 401 & Buffer Permitting Unit; 1617 Mail Service Center; Raleigh, NC 27699-1617. If sending via delivery
service (UPS, FedEx, etc.): Paul Wojoski; DWR — 401 & Buffer Permitting Unit; 512 N. Salisbury Street;
Raleigh, NC 27604.
This determination is final and binding unless, as detailed above, an appeal is requested within sixty (60)
days.
This project may require a Section 404/401 Permit for the proposed activity. Any inquiries should be
directed to the US Army Corp of Engineers (Raleigh Regulatory Field Office) at (919)-554-4884.
If you have questions regarding this determination, please feel free to contact Joe Myers at 919-906-8056.
Sincerely,
,-DocuSigned by:
salt l/ut,seu,
'-BCDA9D825D4A46D...
Scott Vinson, Regional Supervisor
Water Quality Regional Operations Section
Raleigh Regional Office
Division of Water Resources, NCDEQ
cc: RRO DWR File Copy
Laserfiche
Contact via e-mail at [e-mail]
Department of EnNranmenlal Dealer
North Carolina Department of Environmental Quality 1 Division of Water Resources l Raleigh Regional Office
3800 Barrett Drive 1 1628 Mail Service Center l Raleigh, North Carolina 27699-1628
919.791.4200

DocuSign Envelope ID: 16C1C374-3DCF-493F-9309-5D7ACFA3734D
#22-209
Blue Ash Property
Granville County
Legend:
- Approximate Site Boundary:
- Approximate Start/Stop Point
Map provided by NCDEQ
Division of Water Resources
:: Locations are approximate
and are provided for refer-
ence only ::

DocuSign Envelope ID: 16C1C374-3DCF-493F-9309-5D7ACFA3734D
#22-209
Blue Ash Property
Granville County
Feature B: Subject
Pond A: Subject
Feature A: Subject
Feature F: Not Subject
Feature C: Subject
Feature D: Subject
Feature E: Not Present
Legend:
- Approximate Site Boundary:
- Approximate Start/Stop Point
Map provided by NCDEQ
Division of Water Resources
:: Locations are approximate
and are provided for refer-
ence only ::

f
SHEET INDEX
COVER SHEET
EXISTING CONDITIONS AND DEMOLITION PLAN
POST DEVELOPMENT DRAINAGE MAP
TURN LANE PLAN & SYMMETRICAL WIDENING
OVERALL EROSION CONTROL PLAN
EROSION CONTROL PLAN
EROSION CONTROL PLAN
EROSION CONTROL PLAN
EROSION CONTROL PLAN
EROSION CONTROL PLAN
EROSION CONTROL PLAN
OVERALL SITE & UTILITY PLAN
SITE & UTILITY PLAN
SITE & UTILITY PLAN
SITE & UTILITY PLAN
SITE & UTILITY PLAN
SITE & UTILITY PLAN
SITE & UTILITY PLAN
OVERALL GRADING & DRAINAGE PLAN
GRADING & DRAINAGE PLAN
GRADING & DRAINAGE PLAN
GRADING & DRAINAGE PLAN
GRADING & DRAINAGE PLAN
GRADING & DRAINAGE PLAN
GRADING & DRAINAGE PLAN
OVERALL STORMWATER MANAGEMENT PLAN
MCKINLEY PLACE PLAN & PROFILE STA 15+00-27+00
MCKINLEY PLACE PLAN & PROFILE STA 27+00-40+00
MCKINLEY PLACE PLAN & PROFILE STA 40+00-51+50
MCKINLEY PLACE PLAN & PROFILE STA 51+50-53+81
LINDEN PLACE PLAN & PROFILE
ASHER WAY PLAN & PROFILE
TIMBERLINE DRIVE PLAN & PROFILE STA 10+00-21+50
TIMBERLINE DRIVE PLAN & PROFILE STA 21+50-25+81
RUTHERFORD DRIVE PLAN & PROFILE STA 10+00-22+00
RUTHERFORD DRIVE PLAN & PROFILE STA 22+00-32+32
AMHERST LANE PLAN & PROFILE
SITE DETAILS
WATER DETAILS
EROSION CONTROL DETAILS
EROSION CONTROL DETAILS
SKIMMER BASIN STANDARD DETAILS
SKIMMER BASIN DETAILS - BASIN #1
SKIMMER BASIN DETAILS - BASIN #2
SKIMMER BASIN DETAILS - BASIN #3 & #4
SKIMMER BASIN DETAILS - BASIN #5
SKIMMER BASIN DETAILS - BASIN #6
SKIMMER BASIN DETAILS - BASIN #7 & #8
WETLAND #1 DETAILS
WETLAND #2 DETAILS
WETLAND #3 DETAILS
WETLAND #4 DETAILS
WETLAND #5 DETAILS
WETLAND #6 DETAILS
WETLAND #7 DETAILS
WETLAND #8 DETAILS
EPA STORMWATER REQUIREMENTS
GENERAL NOTES:
1. CONSTRUCTION ON THIS PROJECT SHALL BE IN ACCORDANCE WITH GRANVILLE COUNTY AND NCDOT STANDARD SPECIFICATIONS.
C-1
C-2
C-2A
C-2B
C-3
C-3A
C-3B
C-3C
C-3D
C-3E
C-3F
C-4
C-4A
C-4B
C-4C
C-4D
C-4E
C-4F
C-5
C-5A
C-5B
C-5C
C-5D
C-5E
C-5F
C-5G
PP-1
PP-2
PP-3
PP-4
PP-5
PP-6
PP-7
PP-8
PP-9
PP-10
PP-11
D-1
D-2
D-3
D-3A
D-4
D-5
D-6
D-7
D-8
D-9
D-10
D-11
D-12
D-13
D-14
D-15
D-16
D-17
D-18
D-19 ,
2. THE GRADE LINES DENOTE THE FINISHED ELEVATIONS OF THE PROPOSED FINISHED PAVEMENT. GRADE LINES MAY BE ADJUSTED AT THEIR
BEGINNING, ENDING, AND AT STRUCTURES AS DIRECTED BY THE ENGINEER IN ORDER TO PROVIDE A PROPER TIE-IN.
3. UNDERGROUND UTILITIES MAY EXIST ON, ALONG OR WITHIN CONFLICT OF THIS PROJECT. THE CONTRACTOR IS RESPONSIBLE FOR CONTACTING
NC 811 OR THE APPROPRIATE UTILITY COMPANIES 3 FULL BUSINESS DAYS PRIOR TO ANY EXCAVATION. THE CONTRACTOR MUST FIELD VERIFY
ALL EXISTING UTILITIES PRIOR TO CONSTRUCTION. IN CASE OF CONFLICT, NOTIFY ENGINEER AND DO NOT CONSTRUCT.
4. THE EARTHWORK ON THIS PLAN DOES NOT NECESSARILY BALANCE; OFFSITE BORROW OR WASTE MAY BE REQUIRED.
5. THE CONTRACTOR SHALL PERFORM ALL CONSTRUCTION IN ACCORDANCE WITH LOCAL CITY, COUNTY AND STATE BUILDING CODES.
6. THE CONTRACTOR SHALL BE FULLY RESPONSIBLE FOR THE DEMOLITION OF ALL EXISTING ON SITE FACILITIES, ABOVE AND BELOW GROUND. THE
CONTRACTOR IS ALSO RESPONSIBLE FOR REMOVAL OF ALL WASTE RESULTING FROM DEMOLITION, AS WELL AS GRADING AND FILLING OF ALL
DEPRESSIONS TO INSURE THAT THE SITE REMAINS AESTHETICALLY ACCEPTABLE.
7. THE CONTRACTOR SHALL OBSERVE ALL REQUIRED SAFETY PRECAUTIONS IN THE PERFORMANCE OF ALL WORK IN ACCORDANCE WITH OSHA.
8. THE CONTRACTOR SHALL GRADE, SEED AND SOD OR OTHERWISE PROVIDE TEMPORARY AND PERMANENT STABILIZATION OF ALL DISTURBED
AREAS, ESPECIALLY SLOPES. SEE EROSION CONTROL INSTRUCTIONS, IF APPLICABLE.
9. WORK WITHIN PUBLIC RIGHT-OF-WAYS SHALL BE IN ACCORDANCE WITH ALL STATE AND LOCAL REQUIREMENTS, NOTIFICATIONS, STANDARDS AND
POLICIES.
SITE SUBMISSION PLANS
FOR
MCKINLEY PLACE
SUBDIVISION
CONSTRUCTION SEQUENCE:
1.
CREEDMOOR, NC 27522
OBTAIN APPROVED SET OF CONSTRUCTION DRAWINGS. A ZONING COMPLIANCE PERMIT FROM GRANVILLE COUNTY AND AN NCDENR APPROVED
EROSION CONTROL PLAN SHALL BE REQUIRED BEFORE THE ONSET OF ANY GRADING ACTIVITY. KEEP A COPY OF BOTH ITEMS ONSITE THROUGHOUT
CONSTRUCTION. CONTACT NCDENR LAND QUALITY - [phone] 1 WEEK PRIOR TO INITIATING LAND DISTURBING ACTIVITIES. EROSION AND
SEDIMENT CONTROL (E&SC) PERMIT AND A CERTIFICATE OF COVERAGE (COC) MUST BE OBTAINED BEFORE ANY LAND DISTURBING ACTIVITIES
(INCLUDING TIMBERING AND DEMOLITION) OCCUR." THE COC CAN BE OBTAINED BY FILLING OUT THE ELECTRONIC NOTICE OF INTENT (E-NOI) FORM AT
DEQ.NC.GOV/NCG01. PLEASE NOTE, THE E-NOI FORM MAY ONLY BE FILLED OUT ONCE THE PLANS HAVE BEEN APPROVED. A COPY OF THE E&SC
PERMIT, THE COC, AND A HARD COPY OF THE PLAN MUST BE KEPT ON SITE, PREFERABLY IN A PERMITS BOX, AND ACCESSIBLE DURING INSPECTION.
2. PER NPDES REQUIREMENTS, A RAIN GAUGE, SELF -INSPECTIONS RECORDS, PERMIT, CERTIFICATE OF COVERAGE, AND S&E PLAN ARE REQUIRED TO
BE MAINTAINED ON SITE AND ACCESSIBLE DURING INSPECTION. IT IS RECOMMENDED THAT THESE ITEMS BE PLACED IN A PERMITS BOX AT THE
BEGINNING OR ENTRANCE OF PROJECT. (NCGOI PART III SECTIONS AAND 8, ISA NCAC 048 .0131) SELF -INSPECTIONS FOR EROSION AND
SEDIMENTATION CONTROL MEASURES ARE TO BE PERFORMED AT LEAST ONCE EVERY SEVEN CALENDAR DAYS AND WITHIN 24 HOURS OF EVERY RAIN
EVENT OF GREATER THAN 1 INCH. ANY NEEDED REPAIRS SHALL BE MADE IMMEDIATELY TO MAINTAIN MEASURES AS DESIGNED. ALL ESC MEASURES
SHALL BE MAINTAINED AS SPECIFIED IN THE CONSTRUCTION DETAILS ON THIS PLAN. A RAIN GAUGE SHALL BE INSTALLED AT THE PROJECT SITE FOR
MONITORING.
3. INSTALL TEMPORARY CONSTRUCTION ENTRANCE/EXIT AND MAINTAIN PER THE NOTES ON THIS SHEET AND IN ACCORDANCE WITH ALL APPLICABLE
FEDERAL, STATE AND LOCAL GUIDELINES. ALL CONSTRUCTION TRAFFIC MUST ENTER AND EXIT THE PROPERTY AT THIS LOCATION.
4. INSTALL TEMPORARY CROSSINGS IN DRAINAGE WAYS AND STREAMS (SEE SHEET C-3 FOR SEQUENCE).
5. CLEAR ONLY AS NECESSARY TO INSTALL THE EROSION CONTROL DEVICES AS SHOWN ON THIS PLAN. INSTALL SILT FENCING AND ALL SILT FENCE
OUTLETS AS SHOWN, AND PROVIDE SUPPLEMENTAL OUTLETS AS NEEDED IN LOCATIONS WHERE FIELD CONDITIONS INDICATE AREAS WHERE SITE
RUNOFF WILL POND.
6. TREE PROTECTION FENCING SHALL BE INSTALLED ALONG THE ENTIRE LENGTH OF THE CLEARING /DISTURBANCE LIMITS WHERE THE LIMITS ARE
ADJACENT TO EXISTING VEGETATION AND NO SILT FENCE IS REQUIRED.
7. INSTALL DIVERSION DITCHES & SKIMMER BASINS PER PLANS. ALL DITCHES SHALL BE LINED WITH MATTING. DITCHES SHALL BE MATTED/LINED PER
THE DIVERSION SCHEDULE TO THE TOP OF BANK. SMALL DITCHES THAT DID NOT MAKE THE SCHEDULE REQUIRE NAG S150 OR EQUAL.
8. TEMPORARILY SEED, MULCH, ANCHOR AND STABILIZE ALL EROSION CONTROL DEVICES IMMEDIATELY AFTER CONSTRUCTION. INSURE THAT
DIVERSION TRANSITION AREAS INTO SEDIMENT BASINS ARE LINED AND STABILIZED AND THAT DIVERSIONS AND LINING EXTEND INTO BASINS.
9. IDENTIFY ALL BASINS IN THE FIELD WITH PERMANENT SIGNAGE THAT CORRESPONDS WITH THE BASIN NUMBERS IN THE APPROVED PLANS.
ADDITIONALLY, SILT FENCE OUTLETS SHOULD BE IDENTIFIABLE. THIS WILL FACILITATE NPDES RECORD KEEPING REQUIREMENTS AND IMPROVE
COMMUNICATION BETWEEN THE RESPONSIBLE PARTY AND REVIEW AGENCIES.
10. ANY BARE SOILS BETWEEN THE DOWNSTREAM TOE OF BASIN OR DIVERSIONS ARE TO BE IMMEDIATELY SEEDED, MULCHED AND TACKED AFTER
INSTALLATION.
11. DOWNSTREAM SLOPES WILL BE COVERED WITH A SUITABLE RECP IMMEDIATELY AFTER SEEDING.
12. WHEN THE EROSION CONTROL DEVICES ARE STABILIZED AND VEGETATION IS ESTABLISHED, CONTACT NCDENR LAND QUALITY - [phone] FOR
ONSITE INSPECTION AND APPROVAL.
13. BEGIN CLEARING AND GRUBBING OF THE VEGETATION AND DEMOLITION OF OTHER SITE ITEMS AS SHOWN ON THIS SHEET AS WELL AS THE EXISTING
CONDITIONS PLAN. DISPOSE OF ALL WASTE MATERIALS IN ACCORDANCE WITH THE APPROVED SOLID WASTE MANAGEMENT PLAN AND ALL
APPLICABLE GUIDELINES OF GRANVILLE COUNTY. WHEN EXISTING PIPES ARE REMOVED THE AREA SHOULD BE FILLED AND IMMEDIATELY STABILIZED.
14. PREPARE A SOIL STOCKPILE/SPOIL AREA AS SHOWN ON PLANS.
15. BEGIN CUT/FILL ACTIVITIES TO OBTAIN FINISHED GRADES AS SHOWN ON THE PLANS.
16. CONTRACTOR SHALL REPOSITION DIVERSIONS AS FILL CHANGES THE GRADE AND ALTERS THE DRAINAGE AREA.
17. TEMPORARY SEED AS CONDITIONS WARRANT THE NEED IN AREAS WITH NO CURRENT WORK.
18. INSTALL UTILITIES AND STORM SEWER AS CUT/FILL ACTIVITIES PROMOTE.
19. DURING INSTALL OF ROAD CROSSINGS OF THE CREEK THE CONTRACTOR SHALL INSTALL SILT FENCE ALONG THE TOP OF BANK & ALL ROOT BALLS
SHALL BE LEFT IN PLACE ON CREEK BANK SLOPES.
20. CONTINUE MAINTENANCE AND INSPECTION OF EROSION CONTROL DEVICES AFTER RUNOFF PRODUCING STORM EVENTS. NO DISTURBED AREA IS TO
BE LEFT WITHOUT PROTECTIVE COVER (MULCH OR STRAW / TACK) AFTER COMPLETION OF CONSTRUCTION OR DEVELOPMENT ACTIVITIES PER THE
TIME FRAMES ESTABLISHED IN THE STABILIZATION CHART ON THIS SHEET. DURING CONSTRUCTION OR DEVELOPMENT ACTIVITIES, ANY DISTURBED
AREAS SHALL BE PROTECTED AND STABILIZED ACCORDING TO THE STABILIZATION TIMEFRAME CHART SHOWN IN THESE PLANS. ALL BARE SOILS
ARE TO BE STABILIZED UNDER CONDITIONS OUTLINED IN THE CURRENT NPDES PERMIT, OR IF IT IS IN A CRITICAL AREA BY THE END OF THE DAY.
MAINTENANCE AND/OR CLEAN OUT, IS NECESSARY ANYTIME THE DEVICE IS AT 50% CAPACITY. ALL SEDIMENT STORAGE MEASURES WILL REMAIN ON
SITE AND FUNCTIONAL UNTIL ALL GRADING AND FINAL LANDSCAPING OF THE PROJECT IS COMPLETE.
21. NO SEDIMENT CONTROL MEASURES ARE TO BE REMOVED WITHOUT APPROVAL OF NCDENR LAND QUALITY - [phone]. PERIMETER MEASURES
MUST BE LEFT IN PLACE UNTIL ALL UPLAND AREAS ARE PERMANENTLY STABILIZED. AFTER SITE IS PERMANENTLY STABILIZED, REMOVE ALL
TEMPORARY EROSION CONTROL MEASURES AND PROVIDE PERMANENT SEEDING WHERE TEMPORARY MEASURES HAVE BEEN REMOVED AND
GROUND COVER IS NOT ADEQUATE. SEDIMENT BASINS MAY NOT BE REMOVED OR CONVERTED TO PERMANENT SCMS UNTIL ALL UPLAND AREAS ARE
PERMANENTLY STABILIZED." (GS 113A-57(3), 15A NCAC 048 .0113)
22. UPON ACHIEVING ROUGH GRADE OF FINISHED ELEVATIONS AND COMPLETION OF ROADS, CONVERT TEMPORARY DIVERSIONS AND BERMS TO
FINISHED GRADES AS SHOWN AND APPLY TOPSOIL A MINIMUM OF 4" THICK TO ALL AREAS REQUIRING PERMANENT VEGETATION.
23. APPLY PERMANENT SEEDING AND FERTILIZER TO ALL FINISHED AREAS PER THE DETAILS SHEET.
24. INSTALL BLANKET MATTING ON ALL SLOPES 3:1 OR GREATER. WHEN THE SITE IS STABILIZED, AND VEGETATION IS THRIVING, CONTACT NCDENR LAND
QUALITY -[phone] FOR ONSITE INSPECTION AND APPROVAL PRIOR TO REMOVAL OF ANY SEDIMENT AND EROSION CONTROL DEVICES. MAT
SLOPES IN SUMMER AND WINTER. GRADED SLOPES AND FILLS SHALL BE PROTECTED WITH A ROLLED EROSION CONTROL PRODUCT IF COMPLETED
OUTSIDE OPTIMUM GERMINATION SEASONS, WHEN UNFAVORABLE WEATHER CONDITION PREVENT ESTABLISHMENT OF VEGETATED GROUND COVER.
25. PERIMETER MEASURES MUST BE LEFT IN PLACE UNTIL ALL UPLAND AREAS ARE PERMANENTLY STABILIZED. AFTER THE SITE IS PERMANENTLY
STABILIZED, REMOVE ALL TEMPORARY EROSION AND SEDIMENT CONTROL MEASURES AND PROVIDE PERMANENT SEEDING WHERE TEMPORARY
MEASURES HAVE BEEN REMOVED AND GROUND COVER IS NOT ADEQUATE. SEDIMENT BASINS MAY NOT BE REMOVED OR CONVERTED TO PERMANENT
SCMS UNTIL ALL UPLAND AREAS ARE PERMANENTLY STABILIZED. NC DEQ SHOULD BE NOTIFIED 10-DAYS PRIOR TO THE REMOVAL OF A BASIN,
26. REMOVE SKIMMER BASINS AND INSTALL WETLANDS AS SHOWN ON THE PLANS, AFTER PERMISSION FROM EROSION CONTROL INSPECTOR. ALL
BASINS AND DITCHES SHALL BE MAINTAINED THROUGH FULL PROJECT BUILDOUT. DEWATERING OF BASINS AND UTILITY TRENCHES SHALL BE DONE
THROUGH A SILT BAG AS SHOWN ON THE DETAIL SHEETS. SILT BAGS MUST BE CONTINUOUSLY MONTIORED DURING OPERATION.
27. ONCE STORMWATER MANAGEMENT DEVICES ARE STABILIZED AND WITH APPROVAL OF NCDENR, REMOVE ALL TEMPORARY EROSION CONTROL
MEASURES, INCLUDING SILT FENCE, INLET PROTECTION & TEMPORARYDIVERSIONS, FINE GRADE, PERMANENTLY SEED AND STABILIZE AREAS
DISTURBED FROM REMOVAL OF DEVICES AS NEEDED.
28. WHEN THE SITE IS FULLY STABILIZED, AND PERMANENT VEGETATION IS ESTABLISHED, CONTACT NCDENR LAND QUALITY - [phone] FOR ONSITE
INSPECTION AND FINAL APPROVAL. WHEN THE PROJECT IS COMPLETE, THE PERMITTEE SHALL CONTACT DEMLR (NCDENR) TO CLOSE OUT THE E&SC
PLAN. AFTER DEMLR INFORMS THE PERMITTED OF THE PROJECT CLOSE OUT, VIA INSPECTION REPORT, THE PERMITTEE SHALL VISIT
DEW.NC.GOV/NCGO1 TO SUBMIT AN ELECTRONIC NOTICE OF TERMINATION (E-NOT). A $100 ANNUAL GENERAL PERMIT FEE WILL BE CHARGED UNTIL
THE E-NOT HAS BEEN FILLED OUT.
29. THIS PLAN INCORPORATES ALL LOTS INTO THE EROSION CONTROL PLAN SO EROSION AND SEDIMENT CONTROL DESIGN IS INTENDED TO TREAT ALL
SITE RUNOFF WITHOUT THE NEED FOR SEPARATE LOT NPDES PERMITS.
11. PRIOR TO BEGINNING CONSTRUCTION, THE CONTRACTOR SHALL BE RESPONSIBLE FOR ACQUIRING ALL PERMITS NECESSARY TO CONSTRUCT.
THE CONTRACTOR SHALL READ ALL PERMITS AND ENSURE THAT CONSTRUCTION COMPLIES WITH THE PERMITS. REQUIRED PERMITS MAY
INCLUDE, BUT ARE NOT LIMITED TO: CITY/COUNTY APPROVALS/PERMITS, NCDOT PERMITS, DRIVEWAY PERMITS, EROSION CONTROL PERMITS,
NCDENR PERMITS, ENVIRONMENTAL PERMITS, STREAM CROSSING PERMITS, USACE/DWQ PERMITS, AND STORMWATER PERMITS. IF THE
CONTRACTOR HAS QUESTIONS ABOUT PERMIT LANGUAGE, OR THE NEED FOR A PERMIT, HE MUST CONTACT THE DEVELOPER AND THE ENGINEER
PRIOR TO BEGINNING CONSTRUCTION.
12. THE GRADING CONTRACTOR MUST MAINTAIN COPIES OF THE EROSION CONTROL PERMIT AND THE NPDES PERMIT ONSITE. HE MUST READ AND
FOLLOW THE CONDITIONS OF THOSE PERMITS.
13. THE CONTRACTOR MUST VERIFY ALL FIELD ELEVATIONS PRIOR TO CONSTRUCTION. NOTIFY ENGINEER OF ANY VARIATION OF FIELD ELEVATIONS.
14. THIS PLAN APPROVAL IS FOR STREETS, UTILITIES AND SEDIMENT AND EROSION CONTROL MEASURES ONLY. BEFORE HOUSE CONSTRUCTION
BEGINS ON THE LOTS, A PLAN OR REVISION SHOWING THE INDIVIDUAL LOT MEASURES WILL BE REQUIRED. PROVIDE A NOTE TO THIS EFFECT ON
THE PLAN SHEET. (GS 113A-57(3), 15A NCAC 04B .0105, 15A NCAC 04B .0106(5)).
15. IN ACCORDANCE WITH NC GENERAL STATUTE § 143-215.1 CONTROL OF SOURCES OF WATER POLLUTION; PERMITS REQUIRED - ALL ASSOCIATED
LAND DISTURBING ACREAGE WILL NEED TO BE PERMITTED UNDER THE NCG01, AS THE PROPOSAL CONSTITUTES A "COMMON PLAN OF
DEVELOPMENT". NOTABLY, WHEN MULTIPLE DEVELOPERS IN THE SAME COMMON AREA ARE COLLECTIVELY DISTURBING ONE OR MORE ACRES,
THEN PERMITS FROM EACH DEVELOPER WILL BE REQUIRED, REGARDLESS OF THE INDIVIDUAL OWNERSHIP, DISTURBANCE SIZES, PHASING OF
THE PROJECT, OR TIMING OF LAND DISTURBING ACTIVITIES.
16. SURVEY BOUNDARY AND LOCATIONS PROVIDED BY CMP PROFESSIONAL LAND SURVEYORS (MIKE MOSS), DATED JANUARY 4, 2022.
VICINITY MAP
NOT TO SCALE
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CRESCENT RfDGE
Rack Spring Ch -04
WILLOW CREEK
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rot
2
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QMary's Chapel
Baptist C�rlreh
OWNER
PINE TREE GROUP, LLC
11305 DERBY LANE
RALEIGH, NC 27613
SURVEY CONTACT
CMP PROFESSIONAL LAND SURVEYORS
MIKE MOSS
PROFESSIONAL LAND SURVEYOR L-3794
333 S. WHITE STREET
P.O. BOX 1253
WAKE FOREST, NC 27588
[phone]
WETLAND DELINIATION
WETLAND DELINEATION WAS DONE BY SEAN
CLARK, PWS OF SAGE ECOLOGICAL SERVICES.
TOTAL WETLANDS - 3.51 AC
TOTAL LF OF INTERMITTENT STREAM - 1,925
TOTAL LF OF PERENNIAL STREAM - 7,374
TOTAL IMPERVIOUS - 20.71 AC (13.1%)
r
PARCEL
PIN: 1814-63-0347, 1814-62-3616, 1814-62-8411,
1814-60-1939, 1814-61-3393, 1814-71-2326,
1814-70-3361
DB 661 PG 671
ZONING : AR-40
157.323 ACRES
J
DEVELOPER
GREENPOINTE DEVELOPMENT CORP.
BETH ROBINSON
7201 CREEDMOOR ROAD, SUITE 140
RALEIGH, NC 27613
[phone] (PHONE)
ENGINEER CONTACT
SUMMIT DESIGN & ENGINEERING SERVICES
MATT HASTINGS
606 BROAD STREET, SUITE C
SOUTH BOSTON, VA 24592
[phone] (PHONE)
MATT. HASTI NGS@SU MMITDE.COM
PUBLIC SERVICE CONTACTS :
WATER:
SEWER:
SGWASA
415 CENTRAL AVE.
BUTNER, NC 27509
[phone]
SGWASA
415 CENTRAL AVE.
BUTNER, NC 27509
[phone]
ELECTRIC: DUKE ENERGY
TREVOR WELBORN
[phone] (0)
[phone] (C)
TELEPHONE:
CABLE:
ROADWAYS:
CENTURY LINK
WAKE FOREST, NC 27587
[phone]
TIME WARNER CABLE
[phone]
NCDOT DIVISION 5, DISTRICT 2
JOHN SANDOR, PE
815 STADIUM DRIVE
DURHAM, NC 27704
[phone]
PLANNING: GRANVILLE CO. PLANNING
BARRY BAKER
122 WILLIAMSBORO STREET
OXFORD, NC 27565
[phone]
EROSION CONTROL:NCDENR
GABI JONES
1628 MAIL SERVICE CENTER
RALEIGH, NC 27609
[phone]
STORMWATER: STIMMEL & ASSOCIATES
KELWAY L. HOWARD, III
601 N. TRADE STREET
WINSTON SALEM, NC 27101
[phone] x112
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(PROJECT ENGINEER/ARCHITECT
MWH ([e-mail])
PROJECT MANAGER
LMWH ([e-mail])
BWH (BRAD.HOPPE@SUMMITDECOM)
FIRST ISSUE DATE
DESIGN AND ENGINEERING SERVICES
State License #: P-0339
320 Executive Court
PROJECT NO.
22-0114
DRAWING NAME:
22-0114 CS
SHEET NO.
10. ANY SUBSTITUTIONS, CHANGES, OR MODIFICATIONS SHALL BE APPROVED BY THE PROJECT ENGINEER, PLANNING DEPARTMENT STAFF, AND
DEVELOPER.
SITE LOCATION MAP
NOT TO SCALE
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1
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STREAM CULVERT INSTALLATION SEQUENCE:
1. CONTRACTOR SHALL PERFORM ALL CULVERT INSTALLATION OPERATIONS IN A MANNER
THAN MINIMIZED IMPACTS TO THE ENVIRONMENT AND WITH A METHOD THAT EXPEDITES
THE AMOUNT OF TIME THE CREEK IS OPEN CUT AND DISTURBED.
2. ANY TEMPORARY STREAM CROSSINGS SHALL BE MADE WITH TIMBER MATS.
3. ROOT WADS & STUMPS SHOULD BE LEFT ON BANKS TO ACT AS STABILIZATION UNTIL
PERMANENT CROSSINGS ARE INSTALLED. INSTALL SILT FENCE WITH SILT FENCE
OUTLETS ALONG THE TOP OF STREAM BANKS.
4. CONTRACTOR SHALL INSTALL BYPASS MEASURES, WHETHER IT BE COFFERDAM AND
BYPASS PIPE OR BY BYPASS BUMPING (SEE SHEET D-3A FOR DETAIL).
5. ONCE BYPASS FLOWS ARE SETUP, CONTRACTOR SHALL EXCAVATE AND INSTALL THE
CULVERT.
6. BACKFILL AND RESTORATION SHALL BEGIN AS SOON AS CULVERT INSTALLATION IS
COMPLETE.
7. CONTRACTOR TO REMOVE BYPASS FLOW SETUP.
8. STREAM AND BANK RESTORATION SHALL BE COMPLETED AT THIS TIME (SEE SHEET D-3A
FOR BANK RESTORATION).
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REAM IMPACT#2 \, \�
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'; Ir 9, �" s2 b • � •G., rr� � •`! ,,.�`�• �i�`� ���:-� \ \\\ ♦♦i. �� t.� —_ �� _ � ��_ . � `��.'�� �.ac •%�� I � A� �\\�' // %%y I Lf IIII I'I \ i 1 .1s,�:.^ �.\� r� I;.♦•�•�����`��• ` /,♦ ,♦♦�.� - �'���� ��-'�4! %, / /
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LEGEND
- STREAM
////// - ZONE 1 STREAM BUFFER
- ZONE 2 STREAM BUFFER
- WETLAND
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Blue Ash Subdivision Wetland, Stream, and Stream Buffer Disturbance
Item
Disturbance (SF)
Disturbance (AC)
Stream Bottom
863.5
0.0198
Stream Buffer Zone 1(30')
17471
0.4011
Stream Buffer Zone 2 (20')
14004
0.3215
Wetland
175
0.0040
WARD
7427
STREAM CROSSINGS
IMPACT #1
PERMANENT = 61.5 LF (61.5 SF)
TEMPORARY = 15 LF (15 SF)
ZONE 1 BUFFER = 4595 SF
ZONE 2 BUFFER = 2994 SF
IMPACT #2
PERMANENT = 106 LF (1147 SF)
TEMPORARY = 24 LF (207 SF)
ZONE 1 BUFFER =7347 SF
ZONE 2 BUFFER = 4391 SF
IMPACT #3
PERMANENT = 64 LF (364 SF)
TEMPORARY = 33.5 LF (205 SF)
ZONE 1 BUFFER = 5529 SF
ZONE 2 BUFFER = 3646 SF
WETLAND = 175 SF (0.004 AC)
BUFFER IMPACTS
IMPACT #4
ZONE 2 DISTURBANCE - 194 SF
IMPACT #5
ZONE 2 DISTURBANCE - 816 SF
IMPACT #6
ZONE 2 DISTURBANCE - 276 SF
IMPACT #7
ZONE 2 DISTURBANCE - 485 SF
IMPACT #8
ZONE 2 DISTURBANCE - 570 SF
IMPACT #9
ZONE 2 DISTURBANCE - 631 SF
UTILITIES LEGEND:
EXIST / PROPOSED
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MECHANICAL JOINT / BEND
POST INDICATOR VALVE (PIV)
AIR RELEASE VALVE (ARV)
SANITARY SEWER MANHOLE
SEWER CLEAN OUT
CURB INLET
DROP INLET
OPEN THROAT INLET
STORM MANHOLE
JUNCTION BOX
FLARED END SECTION (FES)
EXISTING WATER MAIN
PROPOSED WATER MAIN / SERVICE
EXISTING GAS MAIN
PROPOSED GAS MAIN
EXISTING OVERHEAD ELECTRIC
PROPOSED UNDERGROUND ELECTRIC
EXISTING SEWER MAIN
PROPOSED SEWER MAIN / SERVICE
EXISTING STORM PIPE
PROPOSED STORM PIPE
GRAPHIC SCALE
100 0 50 100 200
400
(IN FEET)
1 inch = 200 ft.
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MWH ([e-mail])
PROJECT MANAGER
LMWH ([e-mail])
/
}
Z
BWH (BRAD.HOPPE@SUMMITDECOM)
FIRST ISSUE DATE
H
L
N
DESIGN AND ENGINEERING SERVICES
State License #: P-0339
320 Executive Court
a
PROJECT NO.
22-0114
DRAWING NAME:
22-0114 G
SHEET NO.
C-5

p
STREAM RESTORATION
PLANTING S
ECIES LIST
Plants for this list have been selected based on tolerance to deposition, flooding, drought and salt; having a high habitat value; native; local;
endemic; indigenous; and having a fibrous and networking root pattern. Selection of spices for planting configuration must take into account
wetland indicator status.
WOODY PLANTINGS & SHRUBS
PLANTS AVAILABLE AS BARE ROOTS AND PLUGS
SCIENTIFIC NAME COMMON NAME SHADE/SUN WETLAND INDICATOR
PREFERENCE STATUS
SCIENTIFIC NAME
COMMON NAME
SHADE/SUN
PREFERENCE
WETLAND INDICATOR
STATUS
Sah)' nigra
Black Willow
O
OBL
Onoclea sensibilis
Sensitive Fern
0, •
FACW
Betu/anigra
River Birch
0•
FACW
Osmunda cinnamomea
Christmas Fern
O, 0,•
FACW
Legend
0-Full Sunlight 0- Partial Shade
"+" Indicates a greater frequency of occurrence
"-" Indicates a lesser frequency of occurrence.
* Recommended over story species
* * Recommended sub -canopy species
FAC Facultative
FACU Facultative Upland
FACW Facultative Wetland
• - Full Shade
Smi/acina raicemosa
False Solomons Seal
FACU-
Mikan/a scandens
Climbing Bon Set
FACW
Amphicarpa bracteata
Hog Peanut
FAC
Parthenocissus quinquefo/ia
Virginia Creeper
O, 0,•
FAC U
t/st/s /abrusca
Fox Grape
0, •
FAC U
Tha/ictrum dioicum
Early Meadow Rue
0, •
FAC
SEEDING SCHEDULE ALONG STREAM BANK (ALL AREAS)
SCIENTIFIC NAME
COMMON NAME
LAYER
PLANT SIZE
DISTRIBUTION
PERMANENT EROSION SEEDING
PAN/CUM V/R6 TUM
SW/TCHGRASS
HERB
SEED
BROADCAST M/X
JUNCUS EFFUSUS
SOFT RUSH
HERB
SEED
BROADCAST M/X
ELME V/RG/N/CUS
V/RG/N/A WILD RYE
HERB
SEED
BROADCAST M/X
TEMPORARY EROSION SEEDING
LOL/UM MOLT/FORUM
ANNUAL RYGRASS
HERB
SEED
BROADCAST M/X
SETAR/A /TAL/CA
GERMAN M/LLET
HERB
SEED
BROADCAST M/X
*EACH OF THE SPECIES LISTED FOR PERMANENT SEEDING MUST BE INCLUDED IN THE MIX IF A
SPECIES IS NOT AVAILABLE. THE CONTRACTOR SHALL CONTACT THE ENGINEER FOR AND
ALTERNATIVE SPECIES.
GENERAL PLANTING NOTES
INTRODUCTION
1. THE GOAL OF THE PLANTING PLAN IS TO STABILIZE THE STREAM BANK.
2. TEMPORARY SEEDING AND MATTING OF DISTURBED AREAS SHALL BE
REQUIRED TO PROVIDE SEDIMENT AND EROSION CONTROL PURPOSES
AND FOR THE BENEFIT OF HABITAT.
3. PERMANENT SEEDING SHALL BE ESTABLISHED BY PLANTING THE
SELECTED SEED MIX DESCRIBED IN PERMANENT SEEDING MIXTURE
PROVIDED HEREIN. IF ANY SPECIES, ON THE PERMANENT SEEDING
MIXTURE IS NOT AVAILABLE, CONTACT THE CONSTRUCTION MANAGER
FOR SUBSTITUTE SPECIES. THE SEEDING SHALL BE COVERED WITH
COIR MATTING BELOW BANKFULL AND STRAW MULCH, OR APPROVED
REPLACEMENT, ABOVE BANKFULL TO THE LIMITS OF DISTURBANCE.
MULCH IS TO BE SPREAD BY HAND, BLOWER, OR OTHER SUITABLE
EQUIPMENT AND ANCHORED INTO THE TOPSOIL WITH POLY DURING
BLOWING, OR BY DISCING.
4. BARE ROOT SEEDLINGS, LIVE STAKES OR PLUGS WILL BE PLANTED
AFTER THE TEMPORARY SEED MIXTURE HAS BEEN APPLIED.
5. TREES, SHRUBS, LIVE STAKES, BARE ROOT SEEDLINGS AND PLUGS
SHALL BE PLANTED IN A MANNER TO ENSURE THEIR SURVIVAL.
CONTRACTOR SHALL PLANT INTACT ROOTS, PLANTAT PROPER DEPTH,
PROVIDE PROPER BACKFILLING, AND PROVIDE WATERING.
6. PLANT MATERIALS SHALL BE STORED IN A MANNER TO PREVENT
DESICCATION OF THE ROOT SYSTEM. PROTECT PLANTS AT ALL TIMES
FROM SUN AND DRYING WINDS. PLANTS THAT CAN NOT BE
PLANTED IMMEDIATELY SHALL BE KEPT IN THE SHADE AND WELL
WATERED. PLANTS NOT PLANTED WITHIN TWO DAYS SHALL BE
PROVIDED WITH ADEQUATE IRRIGATION AND ON -SITE PROTECTION FROM
THE ELEMENTS.
7. PLANTS SHALL NOT BE HANDLED BY THE STEMS DURING TRANSPORT
TO PLANTING SITE OR DURING PLANTING.
8. IF AN EROSION CONTROL BLANKET IS PRESENT, A CIRCULAR OPENING
SHALL BE CUT IN THE BLANKET PRIOR TO EXCAVATION OF THE PIT.
9. NON -BIODEGRADABLE MATERIAL SURROUNDING THE EARTHEN BALL OF
THE PLANT SHALL BE REMOVED PRIOR TO BACKFILLING OF THE PIT.
10. TO SET THE PLANTS, PREPARE ALIGNMENT OF INDIVIDUAL TREE
SAPLINGS PLUMB AND STRAIGHT AND PROVIDE ALLOWANCE FOR
SETTLEMENT.
11. BACKFILL THE PLANTING HOLES WITH IN -SITU SOIL MATERIALS
REMOVED FOR PLANTING.
12. AFTER BACKFILLING, WATER TO THE POINT OF SOIL SATURATION AND
TAMP TO COMPACT THE BACKFILL MIXTURE. ADD EXISTING SOIL TO
BRING THE FINAL GRADE IN THE PLANTING HOLE TO THE
SURROUNDING SOIL SURFACE. RAKE THE UNUSED SOIL OUTSIDE THE
PLANTING HOLES, TAKING CARE NOT TO MOUND THE SOIL OR TO
SIGNIFICANTLY ALTER THE EXISTING GRADES.
13. THE CONTRACTOR SHALL BE RESPONSIBLE FOR MAINTAINING 80%
SURVIVABILITY THROUGH THE FIRST YEAR AFTER CONSTRUCTION.
AS -BUILT, VEGATIVE MONITORING AND GEOMORPHOLOGICAL MONITORING
WILL BE COMPLETED WITHIN 60 DAYS AFTER CONSTRUCTION
COMPLETION. 23.
14. TREES, SHRUBS AND LIVE STAKE PLANTING IS TO OCCUR BETWEEN
NOVEMBER 15 AND MARCH 15, DURING DORMANCY. LIVE STAKES
TO SPILLWAY
OUTLET PROTECTION
CLEAN GRAVEL
DISCHARGE HOSE
II
TO CHECK DAM
LEVEL, DRY GROUND
SILT BAG PROFILE VIEW
2-4"
NOTE: REMOVE GRAVEL AND SEED WHEN PUMP AROUND OPERATION IS COMPLETED.
IMPERVIOUS SHEETING
WORK AREA
BASE FLOW + 1 FOOT
(2 FOOT MIN.)
SECTION A -A
CROSS SECTION OF SANDBAG DIKE
NOTE: CONTRACTOR MAY UTILIZE A PORTABLE DAM
IN LIEU OF SAND BAGS IF DESIRED.
TEV
15.
16.
17.
18.
19.
20.
21.
22.
SHOULD ONLY BE USED WITHIN THE AREA WHERE ADEQUATE DRAINAGE
AND SOIL SATURATION WILL INDUCE ADEQUATE ROOT GROWTH. LIVE
STAKES SHALL HAVE A MINIMUM DIAMETER OF 1/2 INCHES AND A
MINIMUM OF LENGTH 24 INCHES. SOAK THE STAKE FOR 24 HOURS.
CUT ENDS AT A 45° ANGLE PRIOR TO INSTALLATION. DRIVE STAKE
INTO THE GROUND TO 3/4 OF ITS LENGTH, AT A 45' IN THE
DOWNSTREAM DIRECTION.
THE SUPPLIER OF ALL SEEDS AND/OR VEGETATION SHALL CERTIFY
THAT THE ORIGIN OF THE SEEDS FROM WHICH THE PLANTS OR SEEDS
WERE PRODUCED IS FROM HARDINESS ZONES 7A AND 7B, EAST OF
TENNESSEE, AND AS DIRECTED BY THE SPECIAL PROVISIONS.
ALL PLANTS SHALL BE CONSERVATION GRADE, FIRST CLASS
REPRESENTATIVES OF THEIR SPECIES, NURSERY GROWN ACCORDING
TO GOOD HORTICULTURE PRACTICES AND GROWN IN A CLIMATE SIMILAR
TO THE PROJECT AREA. PLANTS SHALL BE VIGOROUS, HEALTHY AND
FREE OF DISEASE, INSECTIVOROUS PESTS, DECAY, INJURIES AND ALL
FORMS OF OBJECTIONABLE DISFIGUREMENTS. TRUNKS AND BRANCHES
SHALL BE FREE OF CUTS AND ABRASIONS. PLANTS SHALL CONFORM
TO ALL ASPECTS OF THE CURRENT EDITION OF THE AMERICAN
STANDARD FOR NURSERY STOCK (ANSI Z60.1) FOR CONSERVATION
GRADE PLANT MATERIAL.
TREES AND SHRUBS SHALL BE PLANTED ON 10 FT CENTERS. LIVE
STAKES SHALL BE PLANTED IN GROUPS WHERE PLANS SHOW ON 4 FT
CENTERS.
A COMBINATION OF BARE ROOT AND PLUG PLANTS SHOULD BE
PLANTED IN CONJUCTION WITH THE APPLIED WETLAND VARIETY SEED
MIX IN ORDER TO CREATE A NATURALIZED STREAM BANK AND TO
ESTABLISH ADEQUATE VEGETATIVE COVER TO PREVENT SLOUGHING
AND EROSION OF THE BANK.
THE SELECTED WETLAND SEED MIX SHALL BE SURFACE SOWN AT THE
RATE OF 150 LBS/ACRE TO ALL DISTURBED AREAS ALONG THE
EASEMENT.
ALL BARE ROOT SEEDLINGS OR PLUGS SHALL BE PLANTED IN SUCH A
MANNER AS TO ENSURE THEIR SURVIVAL. THIS SHALL INCLUDE THE
PLANTING OF INTACT ROOTS, PLANTING AT PROPER DEPTH, PROPER
BACKFILLING AND WATERING.
IN AREAS WHERE THE RESTORATION DESIGN REQUIRES SLOPES TO BE
CUT BACK AND GRADED, SLOPES SHALL BE SCARIFIED
APPROXIMATELY 4 TO 6 INCHES BELOW THE SURFACE PRIOR TO
PLANTING. BIODEGRADABLE EROSION CONTROL MAT SHALL BE USED IN
ALL AREAS. AN OPENING SHALL BE CUT IN THE MAT FOR EACH
PLANTING PRIOR TO INSTALLATION. BARE ROOT SEEDLINGS OR PLUGS
SHALL BE PLANTED AND THE ENTIRE AREA SHALL BE TOP DRESSED
WITH A WETLAND SEED MIX.
BARE ROOT SEEDLINGS OR PEAT POTS THAT ARE TO BE SELECTED
FROM THE PLANTING SPECIES LIST ON THIS SHEET SHALL BE PLANTED
IN MONOPECIFIC GROUPS USING A 2-FOOT ON CENTER SPACING
WITHIN THE GROUP TO A MAXIMUM NUMBER OF 50 PLANTS PER
GROUP. THE PLANTS TO BE LOCATED NEAREST TO THE BANKFULL
ELEVATION SHOULD BE FACULTATIVE WET (FACW).
BARE ROOT/PLUG PLANTS DIMENSIONS ARE MAXIMUMS, PLANTINGS
SHALL BE RANDOM.
APPROVDED DEWATERING DEVICE
(SILT BAG) OR DISCHARGE TO
TEMPORARY SEDIMENT TRAP
ISCHARGE HOSES
mito.
FLOW
SEDIMENT DIKE
PUMPS SHOULD DISCHARGE
ONTO A STABLE VELOCITY
DISSIPATOR MADE OF RIP RAP
OR SANDBAGS
DEWATERING PUMP
INTAKE HOSE
O
i
A A
CLEAN WATER
WORK AREA
PLAN VIEW
IKE
STREAM DIVERSION PUMPS (ALT.
- USE THROUGH DIKE GRAVITY
PIPING IN LIUE OF PUMP.)
INTAKE HOSE
FLOW
NOTE: CONTRACTOR SHALL DETERMINE PUMP SIZE
NEEDED FOR BASE FLOW OF STREAM. CONTRACTOR IS
ALSO RESPONSIBLE FOR SIZING PUMP AND
MAINTAINING WORK "IN THE DRY".
ORARY UVAROU\
N.T.S.
D
SUMP -HOLE OR POOL
(12" to 18" DEEP 2' DIA.)
GENERAL CONSTRUCTION NOTES:
1. GRADING OF THE STREAM BANK SHALL BE CONDUCTED ABOVE THE NORMAL FLOW ELEVATION, WHICH ASSURES NO DISTURBANCE AT OR
BENEATH WATER LEVEL.
2. ANY DEPOSITION OF EXCAVATED MATERIALS IN UPLAND AREAS AND ALL EARTHWORK OPERATIONS SHALL BE CARRIED OUT IN SUCH A MANNER
AS TO PREVENT THE EROSION OF THESE MATERIALS AND PRECLUDE THEIR ENTRY INTO STATE WATERS. RESTORED STREAMS SHALL BE PROTECTED
FROM SEDIMENTATION FROM DISTURBED BANKS BY THE INSTALLATION OF SILT FENCING OR TEMPORARY EARTHEN BERMS WITH ROCK CHECK
OUTLETS ALONG THE TOE OF THE BANK SLOPE ABOVE NORMAL WATER FLOW LEVEL. EROSION AND SEDIMENT CONTROL DEVICES SHALL BE IN
PLACE PRIOR TO CLEARING AND GRADING AND SHALL BE MAINTAINED IN GOOD WORKING ORDER TO MINIMIZE IMPACTS TO STATE WATERS.
BANKS SHALL BE IMMEDIATELY STABILIZED PER PLANTING REQUIREMENTS AND SPECIFICATIONS INDICATED ON THESE PLANS.
3. STREAM BANKS TO BE RESTORED SHALL BE GRADED AS SHOWN ON PLANS.
4. EXCAVATION EQUIPMENT WILL AVOID WORKING WITHIN THE STREAM. WHEN THE NEED IS UNAVOIDABLE, DIVERSION DIKES, PORTABLE DAMS AND PUMPS
WILL BE UTILIZED. NO EXCAVATION EQUIPMENT WILL BE ALLOWED TO OPERATE WITHIN A FLOWING (LIVE) STREAM.
GEOTEXTILE FABRIC
CONTRACTOR TO CONFIRM WITH
MATTING MANUFACTUER THE LOAD
RATING OF EACH TIMBER MAT.
TIMBER SIZES MAY BE ADJUSTED
DEPENDING ON THE SPAN OF
THE STREAM. GEOTEXTILE FABRIC
MUST BE INSTALLED BENEATH
BOTH TIMBER MATS AND NO PART
OF THE MAT MAY BE INSIDE THE
STREAM. CONTRACTOR SHALL
ALSO ANCHOR THE MATS IN
PLACE TO PREVENT THEM FROM
SLIDDING DURING STREAM
CROSSING. THE BRIDGES SHALL
HAVE NO GAPS OR HOLES
BETWEEN BOARDS.
STREAM CHANNEL
TIMBERMAT DETAIL (PLAN)
NOT TO SCALE
12" THICK HARDWOOD TIMBER MAT (2)
TIMBERMAT DETAIL (PROFILE)
NOT TO SCALE
TIMBER MAT BRIDGE
EOTEXTILE FABRIC
STEEL DOWEL RODS
TOP OF BANK
EOTEXTILE FABRIC
COFFERDAM CROSSING
EXISTING STREAM WIDTH (w)
/ 1/2 W
A
i
PERIMETER
CONTROLS
1 1- i 1-1 II=1 1 1=
11E111
EI 11-1
MINIMUM DISTANCE TO
BE 25% OF TOTAL
WIDTH (W) OF THE
STREAM.
D)
FLOW
FILTER CLOTH
PLAN
W
FILTER CLOTH
RIPRAP OR OTHER
NON- ERODIBLE
MATERIAL
A
DEWATERING DEVICE, SEE STD. & SPEC. 3.26
1/2 W
(MIN.)
I��
L TRENCHLINE
PERIMETER
CONTROLS
_ -ill=rr�-II
%�'''� 1=1I1=1I1=1I1=III-III
Il CI ICI-ICI-I�I-
SECTION A -A
SOURCE: Va. DSWC
CIRCULAR
CULVERT
PLATE. 3.25-4
STREAMBED
MATERIAL
STREAM CROSSING PIPE BEDDING DETAIL
PIPE SIZE LESS THAN 48"
NOT TO SCALE
CIRCULAR
CULVERT
STREAMBED
MATERIAL
STREAM CROSSING PIPE BEDDING DETAIL
PIPE SIZE GREATER THAN 48"
NOT TO SCALE
5'-0"
MIN
SECTION D-D
TIMBERMAT CUT SECTION
NOT TO SCALE
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ENGLISH STANDARD DRAWING FOR
SHEET 1 OF 1
1622.01
A
FUTURE E.O.P.
EARTH BERM
DITCH BLOCK
SUMP LOCATION
TEMP. EARTH SHOULDER BERM
INLET PROTECTION
OPTION #1
EARTH BERM
DITCH BLOCK
ANCHOR STAKES
TEMP. SHOULDER
BERM DITCH
»» »miti»»
I
TEMP. SLOPE DRAIN
CLASS "B" STONE FOR
EROSION CONTROL
L
TEMP. EARTH SHOULDER BERM
12" ANCHOR STAKE
N
NATURAL GROUND LINE -
EARTH BERM DITCH BLOCK
TEMP. SHOULDER BERM DITCH
STAGE BUILDUP OF FILL
NOTES
EXTEND DRAIN AS REQUIRED TO
COINCIDE WITH HEIGHT OF
FINISHED EMBANKMENT
5' MIN.
NOTE:
ANCHOR STAKES 30" LONG
AND SET MINIMUM 12" DEEP.
TEMPORARY SLOPE DRAIN
SECTION A -A
TEMP. EARTH SHOULDER BERM
1O' MAX.
ELBOW
A
FUTURE E.O.P.
SEDIMENT CONTROL STONE
TEMP. EARTH SHOULDER BERM
TEMPORARY SLOPE DRAIN
ANCHOR STAKE
ELBOW
TOE OF FILL
CLASS "B" STONE OR SILT
BASIN TYPE B. SEE NOTES.
OPEN END PIPE WITH SUMP AND MINIMUM SETBACK AND PROPER COMPACTION IS AN ACCEPTABLE
INLET TREATMENT FOR STAGED CONSTRUCTION WHEN NOT LEFT IN PLACE FOR MORE THAN 30 DAYS.
2. AT INLETS A STANDARD T-SECTION MAY BE INSTALLED FOR MULTI -DIRECTION FLOW AND ELBOWS
FOR SINGLE -DIRECTION FLOW AS DIRECTED.
3. EXTEND SLOPE DRAINS TO BOTTOM OF SLOPE, SEDIMENT BASINS AND EROSION CONTROL MEASURES.
4. USE CLASS B STONE FOR EROSION CONTROL AT OUTLET LOCATIONS. SILT BASINS AND OTHER
EROSION CONTROL DEVICES MAY ALSO BE UTILIZED TO PREVENT SCOUR AT OUTLET LOCATIONS.
5. USE MAXIMUM SLOPE DRAIN SPACING OF 200 FT MEASURED ALONG TOP OF SLOPE.
CLASS B STONE
TEMP. SLOPE DRAIN
INLET PROTECTION
OPTION #2
LA
FUTURE PAVEMENT
EARTH BERM DITCH BLOCK
FUTURE E.O.P
SHOULDER
POINT
TEMP. EARTH SHOULDER BERM
CLASS "B" STONE FOR
EROSION CONTROL
ISOMETRIC VIEW
OPTION #1
`441'
9
FILL
MATERIAL
ENGLISH STANDARD DRAWING FOR
SHEET 1 OF 1
1622.01
COFFERDAfv
UTILITY CROSSING
STD & SPEC 6.32
TEMPORARY SLOPE DRAINS
1. CONSTRUCTION SHALL BE PERFORMED IN LOW FLOW PERIODS.
2. CROSSING SHALL BE ACCOMPLISHED IN A MANNER THAT WILL NOT PROHIBIT THE FLOW OF THE STREAM.
3. AS WITH ALL UTILITY LINE CROSSINGS, APPROACH AREAS MUST BE CONTROLLED WITH MEASURES SUCH AS
SILT FENCE OR STRAW BALES.
4. REMOVE LARGE ROCKS, WOODY VEGETATION, OR OTHER MATERIAL FROM THE STREAMBED AND BANKS THAT
MAY GET IN THE WAY OF PLACING THE RIP -RAP, SANDBAGS, SHEET METAL PILINGS, OR WOOD PLANKS OR
INSTALLING THE UTILITY PIPE OR LINE.
5. FORM A COFFERDAM BY PLACING THE RIP -RAP (OR OTHER NON -ERODIBLE MATERIALS) IN A SEMICIRCLE
ALONG THE SIDE OF THE STREAM IN WHICH THE UTILITY INSTALLATION WILL BEGIN. IT MUST BE SURROUNDED
AND UNDERLAIN WITH FILTER CLOTH AS SHOWN IN PLATE 3.25-4. THE HEIGHT OF AND AREA WITHIN THE DAM
WILL DEPEND UPON THE SIZE OF THE WORK AREA AND THE AMOUNT OF STREAM FLOW IS SUCCESSFULLY
DIVERTED BY THE COFFERDAM, DEWATER THE WORK AREA AND STABILIZE IT WITH AGGREGATE (VDOT #57 OR #68
COARSE AGGREGATE) OR SAND. MAKE SURE TO DISCHARGE THE WATER INTO A SEDIMENT TRAPPING DEVICE (SEE
DEWATERING STRUCTURE, STD. & SPEC. 3.26).
6. INSTALL THE UTILITY PIPE OR LINE IN HALF THE STREAMBED AS NOTED IN PLATE 3.25-4. REMOVE THE
RIP -RAP OR OTHER MATERIALS AND BEGIN PLACING THEM ON THE OTHER SIDE OF THE STREAM.
Stabilize
outlet
DESIGN CRITERIA
CAPACITY- PEAK RUNOFF FROM THE 10-YR STORM.
10' spacing
Plastic
corrugated
pipe
��r IF1' FL
1 4 ' mir] II -I
level section
PIPE SIZE- UNLESS THEY ARE INDIVIDUALLY DESIGNED, SIZE DRAINS ACCORDING TO TABLE 6.32A.
Table 6.32a
Size of Slope Drain
Maximum Drainage
Area per Pipe (acres)
0.50
0.75
1.00
51.00'
Pipe Diameter
(inches)
12
15
18
as designed
'Inlet design becomes more complex beyond this size.
•
Diversion
Dike
TSD
4'
1 miry ,.. � . Island over inlet
Hold -clown stakesV
•.�`• = F,'�_r:..,�,. , r
LI
Top of
dye -mil -on
NattialA
gflIJrid ',i 1' ITdrl
�I�ly-lEll�lail�s
Diversion
channel
II
•
HI tllfl
f liInlet
diva �GII�`I�mi�IIII�w'
Top of
hario-ciirripeclori
MIL (Island)
t
' frill
CONDUIT- CONSTRUCT THE SLOPE DRAIN FROM HEAVY-DUTY, FLEXIBLE MATERIALS SUCH AS NONPERFORATED, CORRUGATED PLASTIC PIPE OR SPECIALLY DESIGNED
FLEXIBLE TUBING (FIGURE 6.32A). INSTALL REINFORCED, HOLD-DOWN GROMMETS OR STAKES TO ANCHOR THE CONDUIT AT INTERVALS NOT TO EXCEED 10 FT WITH THE
OUTLET END SECURELY FASTENED IN PLACE. THE CONDUIT MUST EXTEND BEYOND THE TOE OF THE SLOPE.
ENTRANCE- CONSTRUCT THE ENTRANCE TO THE SLOPE DRAIN OF A STANDARD FLARED -END SECTION OF PIPE WITH A MINIMUM 6-INCH METAL TOE PLATE (FIGURE
6.32A). MAKE ALL FITTINGS WATERTIGHT. A STANDARD T-SECTION FITTING MAY ALSO BE USED AT THE INLET.
TEMPORARY DIVERSION- GENERALLY, USE AN EARTHEN DIVERSION WITH A DIKE RIDGE TO DIRECT SURFACE RUNOFF INTO THE TEMPORARY SLOPE DRAIN. MAKE THE
HEIGHT OF THE RIDGE OVER THE DRAIN CONDUIT A MINIMUM OF 1.5 FEET AND AT LEAST 6 INCHES HIGHER THAN THE ADJOINING RIDGE ON EITHER SIDE. THE LOWEST
POINT OF THE DIVERSION RIDGE SHOULD BE A MINIMUM OF 1 FOOT ABOVE THE TOP OF THE DRAIN SO THAT DESIGN FLOW CAN FREELY ENTER THE PIPE.
OUTLET PROTECTION- PROTECT THE OUTLET OF THE SLOPE DRAIN FROM EROSION (PRACTICE 6.41, OUTLET STABILIZATION STRUCTURE).
CONSTRUCTION SPECIFICATIONS
A COMMON FAILURE OF SLOPE DRAINS IS CAUSED BY WATER SATURATING THE SOIL AND SEEPING ALONG THE PIPE. THIS CREATES VOIDS FROM CONSOLIDATION AND
PIPING AND CAUSES WASHOUTS. PROPER BACKFILLING AROUND AND UNDER THE PIPE "HAUNCHES" WITH STABLE SOIL MATERIAL AND HAND COMPACTING IN 6-INCH LIFTS
TO ACHIEVE FIRM CONTACT BETWEEN THE PIPE AND THE SOIL AT ALL POINTS WILL ELIMINATE THIS TYPE OF FAILURE.
1. PLACE SLOPE DRAINS ON UNDISTURBED SOIL OR WELL COMPACTED FILL AT LOCATIONS AND ELEVATIONS SHOWN ON THE PLAN.
2. SLIGHTLY SLOPE THE SECTION OF PIPE UNDER THE DIKE TOWARD ITS OUTLET.
3. HAND TAMP THE SOIL UNDER AND AROUND THE ENTRANCE SECTION IN LIFTS NOT TO EXCEED 6 INCHES.
4. ENSURE THAT FILL OVER THE DRAIN AT THE TOP OF THE SLOPE HAS MINIMUM DIMENSIONS OF 1.5 FEET DEPTH, 4 FEET TOP WIDTH, AND 3:1 SIDE SLOPES.
5. ENSURE THAT ALL SLOPE DRAIN CONNECTIONS ARE WATERTIGHT.
6. ENSURE THAT ALL FILL MATERIAL IS WELL -COMPACTED. SECURELY FASTEN THE EXPOSED SECTION OF THE DRAIN WITH GROMMETS OR STAKES SPACED NO MORE
THAN 10 FEET APART.
7. EXTEND THE DRAIN BEYOND THE TOE OF THE SLOPE, AND ADEQUATELY PROTECT THE OUTLET FROM EROSION.
8. MAKE THE SETTLED, COMPACTED DIKE RIDGE NO LESS THAN 1 FEET ABOVE THE TOP OF THE PIPE AT EVERY POINT.
9. IMMEDIATELY STABILIZE ALL DISTURBED AREAS FOLLOWING CONSTRUCTION
OMR
II
MAINTENANCE
INSPECT THE SLOPE DRAIN AND
SUPPORTING DIVERSION AFTER
EVERY RAINFALL, AND
PROMPTLY MAKE NECESSARY
REPAIRS. WHEN THE
PROTECTED AREA HAS BEEN
PERMANENTLY STABILIZED,
TEMPORARY MEASURES MAY BE
REMOVED, MATERIALS
DISPOSED OF PROPERLY, AND
ALL DISTURBED AREAS
STABILIZED APPROPRIATELY
/
.m
DATE
REVISIONS
ENGINEERING SERVICES
DRAWING ALTERATION
w J = } O
H F m Z
1
/
(PROJECT ENGINEER/ARCHITECT
MWH ([e-mail])
PROJECT MANAGER
LMWH ([e-mail])
>-
z
BWH (BRAD.HOPPE@SUMMITDECOM)
FIRST ISSUE DATE
DESIGN AND ENGINEERING SERVICES
State License #: P-0339
320 Executive Court
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(-PROJECT NO.
22-0114
DRAWING NAME:
SHEET NO.
D-3A

50' PERENNIAL STREAM
BUFFER BOUNDARY
LIMITS OF
DISTURBANCE (TYP.)
tSCALE
1 "=20'
FIRST ISSUE DATE
10/22/2022
PROJECT NO.
22-0114
SHEET NO.
COPYRIGHT pc 2016
SUMNIIT DESIGN AND
ENGINEERING SERVICES
DRAWING ALTERATION
IT IS A VIOLATION OF LAW FOR ANY PERSON,
UNLESS ACTING UNDER THE DIRECTION OF
LICENSED ARCHITECT, PROFESSIONAL
ENGINEER, LANDSCAPE ARCHITECT, OR
LAND SURVEYOR TO ALTER ANY ITEM ON
THIS DOCUMENT IN ANY WAY. ANY LICENSEE
WHO ALTERS THIS DOCUMENT IS REQUIRED
BY LAW TO AFFIX HIS OR HER SEAL AND THE
NOTATION "ALTERED BY" FOLLOWED BY HIS
OR HER SIGNATURE AND SPECIFIC
DESCRIPTION OF THE ALTERATIONS.
IMCKINLEY PLACE
STREAM CROSSINGS
CREEDMOOR, NC 27522
22-0114_G-STREAM CROSSINGS
IMPACT #1 - MCKINLEY PLACE
%/'
,1/
LEGEND
ZONE 1 PERMANENT BUFFER IMPACT: 4,595 SF
ZONE 2 PERMANENT BUFFER IMPACT: 2,994 SF
- -- STREAM IMPACT - PERMANENT: 62 LF (62 SF)
— — STREAM IMPACT - TEMPORARY: 15 LF (15 SF)
PROPOSED ROAD
GRADE
INV OUT-431.05
0+00
0+50
1+00
INV IN-434.74
435
114
SUMMIT
DESIGN AND ENGINEERING SERVICES
Creatively Inspired - Technically Executed
License #: P-0339
504 Meadowland Drive
Hillsborough, NC 27278-8551
Voice: [phone] Fax: [phone]
www.summit-engineer.com
1

50' PERENNIAL STREAM
BUFFER BOUNDARY
tSCALE
1 "=20'
FIRST ISSUE DATE
10/22/2022
PROJECT NO.
22-0114
SHEET NO.
LIMITS OF
DISTURBANCE (TYP.)
PROP HEADWALL (TYP.)
/ I /
BUCKHORN CREEK
COPYRIGHT 0 2016
SUMMIT DESIGN AND
ENGINEERING SERVICES
DRAWING ALTERATION
IT IS A VIOLATION OF LAW FOR ANY PERSON,
UNLESS ACTING UNDER THE DIRECTION OF
LICENSED ARCHITECT, PROFESSIONAL
ENGINEER, LANDSCAPE ARCHITECT, OR
LAND SURVEYOR TO ALTER ANY ITEM ON
THIS DOCUMENT IN ANY WAY. ANY LICENSEE
WHO ALTERS THIS DOCUMENT IS REQUIRED
BY LAW TO AFFIX HIS OR HER SEAL AND THE
NOTATION "ALTERED BY" FOLLOWED BY HIS
OR HER SIGNATURE AND SPECIFIC
DESCRIPTION OF THE ALTERATIONS.
IMCKINLEY PLACE
STREAM CROSSINGS
CREEDMOOR, NC 27522
22-0114_G-STREAM CROSSINGS
IMPACT #2 - ASH E R WAY
PROPOSED ROAD
GRADE
INV OUT-362.83 —
LEGEND
ZONE 1 PERMANENT BUFFER IMPACT: 7,347 SF
ZONE 2 PERMANENT BUFFER IMPACT: 4,391 SF
- -- STREAM IMPACT - PERMANENT: 106 LF (1,147 SF)
— — STREAM IMPACT - TEMPORARY: 24 LF (207 SF)
385
0+00 0+50 1+00
INV IN-363.9
EX GRADE ALONG
CL OF PIPE
SUMMIT
DESIGN AND ENGINEERING SERVICES
Creatively Inspired - Technically Executed
License #: P-0339
504 Meadowland Drive
Hillsborough, NC 27278-8551
Voice: [phone] Fax: [phone]
www.summit-engineer.com

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PROP RETAINING
WALL (TYP.)
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LEGEND
ZONE 1 PERMANENT BUFFER IMPACT: 5,529 SF
ZONE 2 PERMANENT BUFFER IMPACT: 3,646 SF
WETLAND (IMPACT - 175 SF
--- STREAM IMPACT - PERMANENT: 64 LF (364 SF)
— — STREAM IMPACT - TEMPORARY: 33.5 LF (205 SF)
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tSCALE
1 "=20'
FIRST ISSUE DATE
10/22/2022
PROJECT NO.
22-0114
SHEET NO.
COPYRIGHT 0 2016
SUMMIT DESIGN AND
ENGINEERING SERVICES
DRAWING ALTERATION
IT IS A VIOLATION OF LAW FOR ANY PERSON,
UNLESS ACTING UNDER THE DIRECTION OF
LICENSED ARCHITECT, PROFESSIONAL
ENGINEER, LANDSCAPE ARCHITECT, OR
LAND SURVEYOR TO ALTER ANY ITEM ON
THIS DOCUMENT IN ANY WAY. ANY LICENSEE
WHO ALTERS THIS DOCUMENT IS REQUIRED
BY LAW TO AFFIX HIS OR HER SEAL AND THE
NOTATION "ALTERED BY" FOLLOWED BY HIS
OR HER SIGNATURE AND SPECIFIC
DESCRIPTION OF THE ALTERATIONS.
395
390
385
380
375
370
365
0
M
PROPOSED ROAD
GRADE
I
I
I/I
/
I
/
//
EX GRADE
55'-54" RCP @ 3.9%
ALONG CL OF
I I PIPE
/
____ ____ —
INV OUT-370.30
/
INV IN-372.50
//
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DROP GRADE
ALONG
PIPE
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IMCKINLEY PLACE
STREAM CROSSINGS
CREEDMOOR, NC 27522
22-0114_G-STREAM CROSSINGS
IMPACT #3 - RUTHERFORD DRIVE
0+50
1+00
1+50
2+00
39N
390
385
380
375
370
365
2+40.17
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SUMMIT
DESIGN AND ENGINEERING SERVICES
Creatively Inspired - Technically Executed
License #: P-0339
504 Meadowland Drive
Hillsborough, NC 27278-8551
Voice: [phone] Fax: [phone]
www.summit-engineer.com

fires
EBX-Neuse I, LLC Stream and Wetland Banks
Statement of Availability November 10, 2022
U.S. Army Corps of Engineers
April Norton
Raleigh Regulatory Field Office
3331 Heritage Trade Center, Suite 105
Wake Forest, NC 27587
Re Project: McKinley Place Subdivision
This document confirms that Greenpointe Development Corporation (Applicant) for the McKinley
Place Subdivision (Project) has expressed an interest to utilize 464.00 Stream Mitigation Credits from
the EBX-Neuse sponsored Neu -Con Wetland & Stream Umbrella Mitigation Bank, specifically 401.00
stream credits from the Poplar Creek Site and 63.00 stream credits from the Blackbird site in the Neuse
HUC 03020201. As the official Bank Sponsor, EBX-Neuse I, LLC, attests to the fact that mitigation is
available for reservation at this time.
These mitigation credits are not considered secured, and consequently are eligible to be used for alternate
purposes by the Bank Sponsor, until payment in full is received from the Applicant resulting in the
issuance of a Mitigation Credit Transfer Certificate by the bank acknowledging that the Applicant has
fully secured credits from the bank and the Banker has accepted full responsibility for the mitigation
obligation requiring the credits/units.
The Banker will issue the Mitigation Credit Transfer Certificate within three (3) days of receipt of the
purchase price. Banker shall provide to Applicant a copy of the Mitigation Credit Transfer Certificate and
a documented copy of the debit of credits from the Bank Official Credit Ledger(s), indicating the permit
number and the resource type secured by the applicant. A copy of the Mitigation Credit Transfer
Certificate, with an updated Official Credit Ledger will also be sent to regulatory agencies showing the
proper documentation.
If any questions need to be answered, please contact me at 919-209-1055 or [e-mail].
Best Regards,
Amy Staley
Resource Environmental Solutions, LLC
3600 Glenwood Avenue, Suite 100
Raleigh, NC 27612

From: Nikki Thomson
To: 401 PreFi le
Cc: Sean Clark
Subject: Blue Ash/McKinley Place; Sage Project No. 2021.150; DWR NBRRO# 22-209
Date: Monday, October 24, 2022 5:39:00 PM
This email serves as notification of our intent to file a permit application for a residential subdivision;
the 156.25-acre Site is located at the intersection of Bruce Garner Road & Rock Spring Rd in Grissom,
Granville county. DWR previously issued a Buffer Determination Letter on 7/11/22.
Thank you
Nikki
Nicole Thomson, PWS
Sage Ecological Services, Inc.
[e-mail]
[phone]