20190616 Ver 1_PCN Form Submission_20190507

DR
02*10n of Water R"Ourc"
Pre -Construction Notification (PCN) Form
September 29, 2018 Ver 3
Initial Review
Has this project met the requirements for acceptance into the review process?*
r Yes
r No
Is this project a public transportation project?*
r Yes r No
Change only if needed.
BIMS # Assigned *
Version#*
20190616
1
Is a payment required for this project?*
* No payment required
What amout is owed?*
* Fee received
r $240.00
r Fee needed - send electronic notification
r $570.00
Reviewing Office* Select Project Reviewer*
Raleigh Regional Office - [phone] Stephanie Goss:eads\szgoss
Information for Initial Review
1a. Name of project:
Milburnie Ridge
1a. Who is the Primary Contact?*
Deborah Shirley
1b. Primary Contact Email:*
[e-mail]
Date Submitted
5/7/2019
Nearest Body of Water
Hodges Mill Creek
Basin
Neuse
Water Classification
C; NSW
Site Coordinates
Latitude:
35.8429
A. Processing Information
County (or Counties) where the project is located:
Wake
Is this project a public transportation project?*
r Yes r No
Longitude:
-78.5072
1a. Type(s) of approval sought from the Corps:
V Section 404 Permit (wetlands, streams and waters, Clean Water Act)
F Section 10 Permit (navigable waters, tidal waters, Rivers and Harbors Act)
1 b. What type(s) of permit(s) do you wish to seek authorization?
P Nationwide Permit (NWP)
F- Regional General Permit (RGP)
r- Standard (IP)
1c. Primary Contact Phone:*
[phone]

1c. Has the NWP or GP number been verified by the Corps?
r Yes r No
Nationwide Permit (NWP) Number:
NWP Numbers (for multiple NWPS):
1d. Type(s) of approval sought from the DWR:
rJ 401 Water Quality Certification - Regular
F Non -404 Jurisdictional General Permit
F Individual Permit
29 - Residential Developments
1e. Is this notification solely for the record because written approval is not required?
For the record only for DWR 401 Certification:
For the record only for Corps Permit:
F 401 Water Quality Certification - E)press
fJ Riparian Buffer Authorization
1f. Is this an after -the -fact permit application?*
r- Yes r No
1g. Is payment into a mitigation bank or in -lieu fee program proposed for mitigation of impacts?
r Yes r No
1g. Is payment into a mitigation bank or in -lieu fee program proposed for mitigation of impacts?
r- Yes r- No
Acceptance Letter Attachment
1h. Is the project located in any of NC's twenty coastal counties?
r Yes r No
1j. Is the project located in a designated trout watershed?
r- Yes r No
B. Applicant Information
1d. Who is applying for the permit?
R Owner FT Applicant (other than owner)
1e. Is there an Agent/Consultant for this project?
r Yes r No
2. Owner Information
2a. Name(s) on recorded deed:
Old Milburnie Road LLC
2b. Deed book and page no.:
Book 013858, Page 01207
2c. Responsible party:
Edythe Poyner
2d. Address
Street Address
4412 Delta Lake Dr.
Address Line 2
aY
Raleigh
Postal / Zip Code
27612
2e. Telephone Number:
[phone]
29. Email Address:*
[e-mail]
3. Applicant Information (if different from owner)
3a. Name:
Zach Daugherty
State / Rmince / Pagion
NC
Country
USA
2f. Fax Number:
r Yes r No
ryes r No

3b. Business Name:
Shenandoah Homes, LLC
3c. Address
Street Address
3724 National Dr. #220
Address Line 2
Cfty
Raleigh
Postal / Zip Code
27612
3d. Telephone Number:
[phone]
3f. Email Address:*
[e-mail]
C. Project Information and Prior Project History
1. Project Information
1b. Subdivision name:
(ff appropmte)
1c. Nearest municipality/ town:
Raleigh, NC
2. Project Identification
2a. Property Identification Number:
1746628360
2c. Project Address
Street Address
3231 Old Milburnie Rd
Address Line 2
Cfty
Raleigh
Postal / Zip (ode
27616
3. Surface Waters
3a. Name of the nearest body of water to proposed project:*
Hodges Mill Creek
3b. Water Resources Classification of nearest receiving water:*
QNSW
3c. What river basin(s) is your project located in?*
Neuse
3d. Please provide the 12 -digit HUC in which the project is located.
030202010703
4. Project Description and History
State / Province / Region
NC
Country
USA
3e. Fax Number:
2b. Property size:
55
State / Province / legion
NC
Country
United States
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:*
Epsting conditions on the site consist of a wooded parcel with one residential structure, two wells and a 10' utility pole easement. The parcel is bisected by an intermittent stream with a
headwater wetland, and the property is bounded by a perennial stream to west with adjacent bottomland hardwood forest wetlands. General land use in the vicinity of the project
consists of forested land, and residential.
4b. Have Corps permits or DWR certifications been obtained for this project (including all prior phases) in the past?*
f Yes F No r Unknown
4d. Attach an 8 1/2 X11 excerpt from the most recent version of the USGS topographic map indicating the location of the project site. (for DWR)
USGS.pdf
720.45KB
4e. Attach an 8 1/2 X11 excerpt from the most recent version of the published County NRCS Soil Survey map depicting the project site. (for DWR)
SS.pdf 232.04KB
4f. List the total estimated acreage of all existing wetlands on the property:
ApproArnately 0.35 acres
4g. List the total estimated linear feet of all existing streams on the property:

Approximately 2,600 LF
4h. Explain the purpose of the proposed project,*
The purpose of the proposed project is to provide access for a residential development.
41. Describe the overall project in detail, including indirect impacts and the type of equipment to be used:*
The overall project consists of the construction of a residential development with accompanying roads, utilities, stormwater control measures (SCM), and residential structures.
Specifically, there are two stream impacts associated with road crossings, three impacts resulting from stormwater discharge outlets, and one impact from greenway trail construction.
Equipment typically used for construction and earthwork such as backhoes, bulldozers, excavators, graders, pavers, etc. will be used for this project.
4j. Please upload project drawings for the proposed project.
NCR182053DP0-C-201 EXISTING CONDITIONS & DEMOLITION PLAN.pdf 1.35MB
5. Jurisdictional Determinations
5a. Have the wetlands or streams been delineated on the property or proposed impact areas?*
r• Yes r No
Comments:
5b. If the Corps made a jurisdictional determination, what type of determination was made?*
C Preliminary r Approved r Not Verified r Unknown r WA
Corps AID Number:
SAW -2018-01529
5c. If 5a is yes, who delineated the jurisdictional areas?
Name (if known): Steven Ball
Agency/Consultant Company: Soil & Environmental Consultants, PA
Other:
O Unknown
5d. List the dates of the Corp jurisdiction determination or State determination if a determination was made by the Corps or DWR
USACE: streams and wetlands reviewed by Ross Sullivan on September 26, 2018, confirmation sent via email; NCDWR: Neuse Buffers were field verified by Gary Kreiser on March 23,
2018 by Gary Kreiser (RRO #18-068).
5d1. Jurisdictional determination upload
18-068 3231 Old Milburnie Rd Determination Letter.pdf 341.72KB
6. Future Project Plans
6a. Is this a phased project?*
r Yes s 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?
There are none to my knowledge.
D. Proposed Impacts Inventory
1. Impacts Summary
Ia. Where are the impacts associated with your project? (check all that apply):
m Wetlands ® Streams -tributaries W Buffers
❑ Open Waters ❑ Pond Construction
2. Wetland Impacts
2g. Total Temporary Wetland Impact 2g. Total Permanent Wetland Impact
0.009 0.011
2g. Total Wetland Impact
2a1 Reason(?)
2b. Impact type * (?)
2c. Type of W.*
2d. W. name *
2e. Forested *
2f. Type of
Jurisdicition*(?)
2g. Impact
area*
Impact A-2
SCM Discharge Outlet
P
Bottomland Hardwood Forest
W1
Yes
Both
0.005
(acres)
ImpactA-2
arActiOvtiests
T
Bottomland Hardwood Forest
W1
Yes
Both
0.0055
ConstructionD
(acres)
Im act F-2 P
Trail
GreenwayJ
P
Headwater Forest
W2
Yes
Both
0.006
(acre,)
Im act F-2
P
Greenway Trail:
Y
T
Headwater Forest
Yes
Both
� ]
0.004
Constructio Activities
]W2
(acres)
2g. Total Temporary Wetland Impact 2g. Total Permanent Wetland Impact
0.009 0.011
2g. Total Wetland Impact

0.020
2h. Comments:
Temporary wetland impacts will be brought back to pre -construction contours and allowed to re -vegetate with adjacent wetland seed source.
3. Stream Impacts
31. Total jurisdictional ditch impact in square feet:
3a. Reason for impact (?)
3b.lmpact type *
3c. Type of impact *
3d. S. name*
3e. Stream Type *
3f. Type of
3g. S. width *
3h. Impact
❑
239
492
3j. Comments:
P
(?)
Jurisdiction*
6. Buffer Impacts (for DWR)
length*
S1
Impact B: Road Crossing-
Temporary
Other
Ur to Hodges Mill Creek
Intermittent
Both
15
42
❑ Jordan Lake
Construction Activities
509
Impact E: Road Crossing
P
IT to Hodges Mill Creek
No
Average (feet)
(linear feet)
S2
Impact B: Road Crossin
P g
Permanent
Culvert
Ur to Hodges Mill Creek
g
Intermittent
Both
10
80
Average (feet)
(linear feet)
S3
Impact E: Road Crossing-
Temporary
Other
Ur to Hodges Mill Creek
Perennial
Both
23
48
Construction Activities
Average (feet)
(linearfeet)
S4
Impact E: Road Crossin 9g
Permanent
Culvert JUT
to Hod es Mill Creek
Perennia
BothmP
Average (feet)
linear feet)
31. Total jurisdictional ditch impact in square feet:
6c. Per or Temp
0
6e. Buffer mitigation required?
3i. Total permanent stream impacts:
31. Total temporary stream impacts:
149
90
31. Total stream and ditch impacts:
No
239
492
3j. Comments:
P
Temporary stream impacts will be brought back to pre -construction
stream bed elevations and the stream banks will be stabilized.
6. Buffer Impacts (for DWR)
4,713
6a. Project is in which protect basin(s)?
P
Check all that apply.
No
V Neuse
❑ Tar -Pamlico
❑ Catawba
❑ Randleman
❑ Goose Creek
❑ Jordan Lake
❑ Other
509
6b. Impact Type
6c. Per or Temp
6d. Stream name
6e. Buffer mitigation required?
6f. Zone 1 impact
6g. Zone 2 impact
Impact A-1: SCM Discharge Outlet
P
Ur to Hodges Mill Creek
No
680
492
Impact B: Road Crossing
P
Ur to Hodges Mill Creek
No
7,560
4,713
Impact C: SCM Discharge Outlet
P
Ur to Hodges Mill Creek
No
710
495
Impact D; SCM Discharge Outlet
P
Ur to Hodges Mill Creek
No
906
509
Impact E: Road Crossing
P
IT to Hodges Mill Creek
No
5,676
2,227
Impact F: Greenway Trail
P
Ur to Hodges Mill Creek
No
1,493
2,148
6h. Total buffer impacts:
Zone 1
Zone 2
Total Temporary impacts: 0.00
0.00
Zone 1
Zone 2
Total Permanent impacts: 17,025.00
10,584.00
Zone 1 Zone 2
Total combined buffer impacts: 17,025.00 10,584.00
6i. Comments:
Supporting Documentation
190501 - WETLAND IMPACT EXHIBIT - Milburnie Ridge NCR182053.pdf 5.59MB
Impact Justification and Mitigation

1. Avoidance and Minimization
1a. Specifically describe measures taken to avoid or minimize the proposed impacts in designing the project:
S&EC completed a wetland 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. Proposed impacts include two (2) road crossings, one (1) greenway crossing and
three (3) Stormwater Control Measures (SCM) discharge outlets. Impacts A-1, C and D are all SCM discharge outlets through riparian buffers. These
are permanent riparian buffer impacts necessary to discharge treated stormwater down to the receiving waters. These discharges have been
designed to enter the stream at an angle, and to avoid stream impacts. Additionally, Impact A-2 includes permanent and temporary wetland impacts.
This wetland impact has been minimized by shifting the discharge as far north as possible and within the narrowest portion of the wetland. Impact B is
a proposed road crossing necessary for access to the east side of the property. Proposed impacts include permanent and temporary intermittent
stream impacts and associated riparian buffer impacts. Temporary stream impacts are necessary for construction activities. Stream and riparian buffer
impacts have been minimized by utilizing head walls. Impact E is a proposed road crossing necessary for access to the property from an existing stub
Phlox Road. Proposed impacts include permanent and temporary perennial stream impacts and associated riparian buffer impacts. Temporary stream
impacts are necessary for construction activities. Stream and riparian buffer impacts have been minimized by utilizing head walls and wing walls.
Impact F-1 & F-2 is a proposed greenway crossing necessary for pedestrian connectivity which avoids a road crossing in this location. Proposed
impacts include permanent and temporary wetland impacts and associated riparian buffer impacts. Temporary wetland impacts are necessary for
construction activities. Stream impacts have been avoided in this location. Temporary wetland impacts will be brought back to pre -construction
contours and allowed to re -vegetate with adjacent wetland seed source. Temporary stream impacts will be brought back to pre -construction stream
bed elevations and the stream banks will be stabilized.
1b. Specifically describe measures taken to avoid or minimize the proposed impacts through construction techniques:
All E&S measures will conform to the latest NCDEQ Erosion and Sediment Control Planning and Design Manual and City of Raleigh Requirements. A
detail sheet of some of the measures to be used is included, sheet 8 of 8.
2. Compensatory Mitigation for Impacts to Waters of the U.S. or Waters of the State
2a. Does the project require Compensatory Mitigation for impacts to Waters of the U.S. or Waters of the State?
r- Yes r No
2b. If this project DOES NOT require Compensatory Mitigation, explain why:
Proposed permanent impacts to jurisdictional waters of the US/State have been minimized and are belowthe 150 linear foot, the compensatory mitigation threshold typically required by
the USACE-Raleigh Regulatory Field Office.
F. Stormwater Management and Diffuse Flow Plan (required by DWR)
1. Diffuse Flow Plan
1a. Does the project include or is it adjacent to protected riparian buffers identified within one of the INC Riparian Buffer Protection Rules?
r Yes r- No
What type of SCM are you providing?
r Level Spreader
F Vegetated Conveyance (lower SHWT)
F Wetland Swale (higher SHWT)
V Other SCM that removes minimum 30% nitrogen
F Proposed project will not create concentrated stormwater flow through the buffer
Diffuse Flow Documentation
190115 - Milburnie Ridge Post Drainage Exhibit.pdf 2.8MB
2. Stormwater Management Plan
2a. Is this a NCDOT project subject to compliance with NCDOT's Individual NPDES permit NCS000250?
r Yes r No
2b. Does this project meet the requirements for low density projects as defined in 15A NCAC 02H .1003(2)?
r Yes r No
2c. Does this project have a stormwater management plan (SMP) reviewed and approved under a state stormwater program or state -approved local government stormwater
program?
r Yes r No
2d. Which of the following stormwater management program(s) apply:
P Local Government F State
Local Government Stormwater Programs
V Phase II R NSW F USMP F Water Supply
Please identify which local government stormwater program you are using.
City of Raleigh
Comments:
Three Wet Ponds proposed on site designed to treat 90% TSS and 30% to and will discharge directly to the stream through buffers.
G. Supplementary Information

1. Environmental Documentation
1a. Does the project involve an expenditure of public (federal/state/local) funds or the use of public (federal/state) land?*
r Yes r No
2. Violations (DWR Requirement)
2a. lathe 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 (15ANCAC 2B.0200)?*
r Yes r No
3. Cumulative Impacts (DWR Requirement)
3a. Will this project result in additional development, which could impact nearby downstream water quality?*
r- Yes r No
3b. If you answered "no," provide a short narrative description.
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. The draft states that many private developments are unlikely to cause
cumulative impacts, including projects such as urban in -fill, most residential subdivisions and small commercial developments as well as agricultural
and silvicultural operations. The Milburnie Ridge project is a residential development. Additionally, the project is located within the City of Raleigh
jurisdiction, therefore the adjacent properties that have potential for development will have the following regulations to protect downstream waters: 1)
the Neuse River Basin Riparian Buffer Protection regulations, these regulations require limited development within the riparian buffer area, in addition
to "diffuse flow" requirements and could require Best Management Practices that control nitrogen if diffuse flow cannot be achieved; 2) the Phase II
NPDES Stormwater Permit Program, this program includes permitting requirements for Municipal Separate Storm Sewer Systems (MS4s) in addition to
post -construction stormwater management requirements. We anticipate that the DWR will advise us if any additional information is needed.
4. Sewage Disposal (DWR Requirement)
4a. Is sewage disposal required by DWR for this project?*
r Yes r Nor 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.
Non -discharge; Wastewater will be conveyed from a pump station on site to the eAsting City of Raleigh Public Utility Sewer system.
5. Endangered Species and Designated Critical Habitat (Corps Requirement)
Sa. Will this project occur in or near an area with federally protected species or habitat?*
r- Yes r No
5b. Have you checked with the USFWS concerning Endangered Species Act impacts?*
r Yes r No
5d. Is another Federal agency involved?*
r Yes r No r Unknown
5e. Is this a DOT project located within Division's 1-8?
r Yes r No
5f. Will you cut any trees in order to conduct the work in waters of the U.S.?
r Yes r No
5g. Does this project involve bridge maintenance or removal?
r Yes r No
5h. Does this project involve the construction/installation of a wind turbine(s)?*
r Yes r No
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.?
r Yes r No
5j. What data sources did you use to determine whether your site would impact Endangered Species or Designated Critical Habitat?
North Carolina Natural Heritage Program, 2019. Geographic Information System (GIS) data, NCDNCR, Raleigh, NC. Available at http://wtiwv.ncnhp.org/.
(Accessed: May 1, 2019).
Consultation Documentation Upload
6. Essential Fish Habitat (Corps Requirement)
6a. Will this project occur in or near an area designated as an Essential Fish Habitat?*
r Yes r No
6b. What data sources did you use to determine whether your site would impact an Essential Fish Habitat?*

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 status?*
r Yes r No
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 was referenced on May 1, 2019. No historic listings, study list entries, or determined
eligible listings were identified within the property.
7c. Historic or Prehistoric Information Upload
8. Flood Zone Designation (Corps Requirement)
8a. Will this project occur in a FEMXdesignated 100 -year floodplain?*
r Yes r No
8c. What source(s) did you use to make the floodplain determination?*
The NC Floodplain Mapping Program's Flood Risk Information System was referenced; confirmation from project engineer.
Miscellaneous
Comments
Miscellaneous attachments not previously requested.
Signature
*
R By checking the box and signing below, I certify that:
• I have given true, accurate, and complete information on this form;
• I agree that submission of this PCN form is a "transaction" subject to Chapter 66, Article 40 of the NC General Statutes (the "Uniform Electronic Transactions Act");
• I agree to conduct this transaction by electronic means pursuant to Chapter 66, Article 40 of the NC General Statutes (the "Uniform Electronic Transactions Act");
• I understand that an electronic signature has the same legal effect and can be enforced in the same way as a written signature; AND
• I intend to electronically sign and submit the PCN form.
Full Name:
Deborah E. Shirley
Signature
Date
5/7/2019

Soil & Environmental Consultants, PA
8412 Balls of Neuse Road, Suite 114, Raleigh, NC,, 2761 i • Phnnr: (917) £96.57(91 • Fax -(')19)846-U,7
sandec.com
PROPERTY OWNER CERTIFICATION I AGENT AUTHORIZATION
Project Name/Description:
Date:
The Department of the Army
U.S. Army Corps of Engineers, Wilmington District
69 Darlington Avenue
Wilmington, NC 28403
Attn:
Field Office:
S&EC Project #
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): ! - & (P of 3 (P o
Site Address: 3a 3 1 O 1 d M ✓ r/! f -t L
City, County, State: k AJ('
—
PROPERTY OWNER INFORMATION:
Name: C/ I Q _
Mailing Address: _
Telephone Number:
27��y

x
Project Number:
13405.W1
Project Manager:
SB
Scale:
1" = 500'
Date:
1/03/18
Map Title:
Figure 1 - USGS Map
3231 Old Milburnie Road
Wake County, NC
Source: NC USGS
Raleigh East Quadranc
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Feet
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Scale: 1 500' Wake County, NC
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1/03/18 Soil Survey Sheet 41 –&—

Water Resources
ENVIRONMENTAL QUALITY
March 26, 2018
Old Milburnie Road LLC
4412 Delta Lake Drive
Raleigh, NC 27612
Determination Type:
Buffer Intermittent/Perennial
® Neuse 0 5A NCAC 2B .0233)
❑ Tar -Pamlico (15A NCAC 2B .0259)
❑ Jordan (15A NCAC 213.0267)
(governmental and/or intedurisdictional
projects)
Project Name:
Address/Location:
ROY COOPER
Goremor
MICHAEL S. REGAN
Scerelan
LINDA CULPEPPER
Interim Dirc.tor
Subject: Buffer Determination Letter
RRO 1118-068
Wake County
❑ Intermittent/Perennial Determination (where local buffer
ordinances apply) _
3231 Old Milburnie Road Site_
3231 Old Milburnie Rd, Raleigh
Stream(s): Hodues.Mill Creel:
Determination Date: March 23, 2018 Staff: Gary Kreiser
Stream E/I/P*
Not
Subject
Subject Start r(_'r7.
Stop@
Soil USGS
Survey To o
A
X S&E flag SO4
Off property
X X
B
X S&E flag SOI
Confluence
with A
X
C
X
X
D
X
X
E
X
X
*Ell/P = EphenteralllnterntittenilPerennial
Explanation: The stream(s) listed above has been located on the most recent published NRCS Soil Survey of Wake
County, North Carolina and/or the most recent copy of the USGS Topographic map at a 1.24,000 scale. Each
stream that is checked "Not Subject" has been determined to not be at least intermittent or is not present. Streams
that are checked "Subject" have been located on the property and possess characteristics that qualify it to be at least
an intermittent stream. There may be other streams located on the property that do not show up on the maps
referenced above but may be considered jurisdictional according to the US Army Corps of Engineers.
Di,,ision of Water Resources, Raleigh Regional Office, Water Quality Operations Section htip: -portal.ncdenr.orgi«ch:wq-aps
1628 Mail Service Center. Raleigh. NC 27699-1628 Phone: [phone]
Location: 3800 Barrett Drive, Raleigh, NC 27609 Fav [phone]

3231 Old Milburnie Rd
Wake County
March 26, 2018
Page 2 of 2
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 Karen Higgins;
D{VR — 401 & Buffer Permitting Unit; 1617 Mail Service Center, Raleigh, NC 17699-1617. If sending via
delivery service (UPS, FedE.v, etc.): Karen Higgins; DIVR — 401 & Buffer Permitting Unit, 511 N. Salisbury
Street, Raleigh, NC 17604.
This determination is final and binding unless, as detailed above, unless an appeal is requested within sixty
(60) days.
This project may require a Section 404401 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 Gary Kreiser at [phone].
Sincerely,
4 /7
�V
Danny Smith
Supervisor, Water Quality Regional Operations Center
cc: RRO DWR File Copy
Steven Ball, S&EC. (via email) sbalL'a sandec.com

18-068; 3231 Old Milburnie Rd
Legend: •"""�
Map provided by NCDEQ Division of Water Resources
Approximate Site Boundary:
f :: Locations are approximate and are provided for reference only :: M

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BOHLER
ENGINEERING NC, PLLC
NCBELS P-1132
4130 PARKLAKE AVENUE SUITE 130 RALEIGH, NC 27612
PHONE'. (919) 578-b009 FAX: [phone]
THE INFORMATION, DESIGN AND CONTENT OF THIS PLAN ARE PROPRIETARY AND SHALL NOT BE
COPIED OR USED FOR ANY PURPOSE WITHOUT PRIOR WRITTEN AUTHORIZATION FROM BOHLER
ENGINEERING. ONLY APPROVED, SIGNED AND SEALED PLANS SHALL BE UTILIZED FOR
CONSTRUCTION PURPOSES. © BOHLER ENGINEERING, 2017
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BOHLER
ENGINEERING NC, PLLC
NCBELS P-1132
4130 PARKLAKE AVENUE SUITE 130 RALEIGH, NC 27612
PHONE'. (919) 578-b009 FAX: [phone]
THE INFORMATION, DESIGN AND CONTENT OF THIS PLAN ARE PROPRIETARY AND SHALL NOT BE
COPIED OR USED FOR ANY PURPOSE WITHOUT PRIOR WRITTEN AUTHORIZATION FROM BOHLER
ENGINEERING. ONLY APPROVED, SIGNED AND SEALED PLANS SHALL BE UTILIZED FOR
CONSTRUCTION PURPOSES. © BOHLER ENGINEERING, 2017
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9
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H:\2018\NCR182053\DRAWINGS\PLAN SETS\NCR182053DPO.DWG PRINTED BY: PASCHE 3.29.19 @ 11:17 AM LAST SAVED BY: PASCHE
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EX. W/M
CONTRACTOR TO FIELD
\ VERIFY LOCA AON AND
SIZE
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100
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25
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0
100
'_ ': '_ 0_
STORM SEWER
ADJACENT
LOT LINE
2
CURB INLET
CONCRETE CURB &
GUTTER
- - - - - -
------
SANITARY SEWER MAIN
SOIL ROAD
1 "=100'
HYDRANT
WIRE
FENCE
DEMOLITION LEGEND
EXISTING NOTE
TYPICAL NOTE TEXT
DEMOLITION NOTE
FO FO
PROPERTY
LINE
0
0
00
o0
'_ ': '_ 0_
STORM SEWER
ADJACENT
LOT LINE
2
CURB INLET
CONCRETE CURB &
GUTTER
- - - - - -
------
SANITARY SEWER MAIN
SOIL ROAD
---------------
HYDRANT
WIRE
FENCE
-X----X----X----
UTILITY POLE/LIGHT
NEUSE RIVER
STREAM BUFFER
n
IGS !JP IGS YR
100 -YR FLOODPLAIN
FP FP
FLOODWAY
W µ
UNDERGROUND
WATER LINE
011 -OH- - OVERHEAD WIRE -Oy----Oy--
WATER
GUY WIRE ----�
TREELINE f ............................._
WETLANDS
C❑ LIGHT c❑
FLOOD PRONE SOILS
®WM Wv
M WATER VALVE/METER
MAILBOX I ,
EXISTING CONDITIONS DOTES
1. REFER TO GENERAL NOTES SHEET C-102
2. THIS PLAN REFERENCES DOCUMENTS & INFORMATION BY:
"BOUNDARY MAP FOR SHENANDOAH HOMES"
TRUE LINE SURVEYING, PLLC
205 WEST MAIN STREET
CLAYTON, NC 27520
DATED: 6/11/18
3. THERE IS A BUFFER STREAM ON THE SITE PER DELINEATION OF STREAMS AND WETLANDS BY SOIL &
ENVIRONMENTAL CONSULTANTS, PA. PERFORMED ON 1/16/2018.
4. FLOOD NOTE: THIS SITE IS NOT LOCATED INA FLOOD HAZARD ZONE BASED ON FEMA FIRM MAP
NUMBER
720174600J DATED 05/02/06.
DEMO3LITION NOTES
1. REFER TO GENERAL NOTES ON SHEET C-102.
2. ALL EXISTING SITE FEATURES, INCLUDING BUT NOT LIMITED TO FENCING, UTILITIES, BUILDINGS,
SEPTIC TANKS, WELLS, SIGNS, PAVING, SHALL BE REMOVED EVEN IF NOT SHOWN ON THIS PLAN.
3. ANY MATERIALS REMOVED AS PART OF DEMOLITION FOR THIS PROJECT SHALL BE PROPERLY
DISPOSED OF OFF-SITE IN ACCORDANCE WITH ALL FEDERAL, STATE, AND LOCAL LAWS.
4. ANY MATERIALS REMOVED AS PART OF DEMOLITION FOR THIS PROJECT SHALL BE REMOVED
COMPLETELY. THE EXCAVATED AREA SHALL BE BACKFILLED WITH CLEAN FILL MATERIAL AND
COMPACTED IN ACCORDANCE WITH THE RECOMMENDATIONS OF THE PROJECT GEOTECHNICAL
ENGINEER.
5. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE REMOVAL OF EXISTING TREES AND OTHER
VEGETATION, ONLY AS NECESSARY FOR CONSTRUCTION OF THE PROPOSED IMPROVEMENTS.
6. WITH ANY CONCRETE SHOWN TO BE REMOVED, THE CONTRACTOR SHALL REMOVE THE CONCRETE
TO THE NEAREST JOINT OR SAW CUT TO PROVIDE CLEAN EDGE.
7. WITH ANY ASPHALT SHOWN TO BE REMOVED, THE CONTRACTOR SHALL SAW CUT TO PROVIDE A
CLEAN EDGE.
8. ALL UTILITIES TO BE REMOVED OR RELOCATED SHALL BE COORDINATED WITH THE APPROPRIATE
UTILITY PROVIDER PRIOR TO CONSTRUCTION. IT IS THE SOLE RESPONSIBILITY OF THE CONTRACTOR
TO ENSURE THAT ALL NECESSARY MEASURES ARE TAKEN, WHETHER TEMPORARY OR PERMANENT,
TO ALLOW FOR PROPER FUNCTIONING OF EXISTING UTILITIES.
9. ANY EXISTING WELL HEADS SHALL BE REMOVED TO A MINIMUM OF FIVE (5) FEET BELOW PROPOSED
FINAL GRADE AND ABANDONED IN ACCORDANCE WITH ALL APPLICABLE LOCAL, STATE, AND FEDERAL
LAWS. CONTRACTOR SHALL VERIFY THAT WELL HEADS ARE REMOVED TO A DEPTH SUITABLE FOR
THE INSTALLATION OF INFRASTRUCTURE AND UTILITIES IN GRADE ABOVE, INCLUDING BUT NOT
LIMITED TO STORM DRAINAGE, SANITARY SEWER, WATER, AND ASSOCIATED SERVICES. ALL SERVICE
LINES FROM THE WELL SHALL BE COMPLETELY REMOVED. ANY WORK PERFORMED ON THE WELL
MUST BE DONE BY A LICENSED UTILITY CONTRACTOR.
10. THE CONTRACTOR IS SOLELY RESPONSIBLE FOR DETERMINING THE LOCATION & EXTENTS OF ANY
SEPTIC SYSTEM AND REMOVING COMPLETELY. ANY REMOVAL MUST BE IN ACCORDANCE WITH ALL
APPLICABLE FEDERAL, STATE, AND LOCAL LAWS.
11. ALL EXISTING DRAINAGE PIPES AND FENCES WITHIN DEVELOPED AREA SHALL BE REMOVED
COMPLETELY.
PROPERTY LINE TABLE PROPERTY LINE TABLE
LINE BEARING DISTANCE LINE BEARING DISTANCE
L1 N08' 52'50"W 94.42' L24 S11' 28'50"E 34.97'
L2 N340 45'06"W 57.91' L25 S060 55'05"W 25.46'
L3 S220 31' 17"W 50.21' L26 S100 31'26"E 38.82'
L4 S50' 19'06"E 33.02' L27 S300 38'28"E 18.82'
L5 S09' 38' 12"W 54.99' L28 S100 15'46"E 12.59'
L6 S15' 16'40"E 48.42' L29 S820 53'44"W 359.38'
L7 S20' 34'15"E 36.78' L29 S400 30'56"W 13.34'
L8 S18' 50'49"E 52.40' L30 S010 11' 13"E 34.79'
L9 S19' 51'28"W 38.56' L31 S03' 06' 30"W 81.62'
L10 SO4' 39'05"E 34.08' L32 S06' 54'45"E 64.81'
L11 S24' 54' 11 "E 46.71' L33 S02' 49'52"E 276.34'
L12 S21' 07'26"E 56.26' L34 N880 11' 59"W 110.30'
L13 S36' 35'43"E 53.68' L35 N26' 14'27"E 183.88'
L14 S07' 30' 36"W 53.60' L36 S86' 21'45"E 42.50'
L15 S31' 21'52"E 30.08' L37 S86° 23'28"E 1443.94'
L16 S09' 09'52"E 48.71' L38 N43' 52'58"W 137.99'
L17 S25' 13'52"E 49.22' L39 N330 22'52"W 345.00'
L18 S610 13'02"W 29.11' L40 N06' 43' 53"W 371.10'
L19 S110 54'40"E 42.93' L41 N82' 48'41 "E 208.28'
L20 S310 44'14"W 48.97' L42 N890 14'51 "W 329.52'
L21 S330 15'39"W 45.63' L43 N89° 18'37"W 353.26'
L22 S040 18'23"W 55.21' L44 NO2' 03'38"W 153.00'
L23 S07- 59' 18"W 52.78' L45 N00° 36'12"W 201.61'
REV
DATE
FO FO
FIBER OPTIC
0
0
00
o0
'_ ': '_ 0_
STORM SEWER
:anaffama««<
2
CURB INLET
w�
oN
�o
-5-5-
SANITARY SEWER MAIN
HYDRANT
1d'
UTILITY POLE/LIGHT
-♦
n
SANITARY
MANHOLE
o
WATER
GUY WIRE ----�
TREELINE f ............................._
WETLANDS
C❑ LIGHT c❑
FLOOD PRONE SOILS
®WM Wv
M WATER VALVE/METER
MAILBOX I ,
EXISTING CONDITIONS DOTES
1. REFER TO GENERAL NOTES SHEET C-102
2. THIS PLAN REFERENCES DOCUMENTS & INFORMATION BY:
"BOUNDARY MAP FOR SHENANDOAH HOMES"
TRUE LINE SURVEYING, PLLC
205 WEST MAIN STREET
CLAYTON, NC 27520
DATED: 6/11/18
3. THERE IS A BUFFER STREAM ON THE SITE PER DELINEATION OF STREAMS AND WETLANDS BY SOIL &
ENVIRONMENTAL CONSULTANTS, PA. PERFORMED ON 1/16/2018.
4. FLOOD NOTE: THIS SITE IS NOT LOCATED INA FLOOD HAZARD ZONE BASED ON FEMA FIRM MAP
NUMBER
720174600J DATED 05/02/06.
DEMO3LITION NOTES
1. REFER TO GENERAL NOTES ON SHEET C-102.
2. ALL EXISTING SITE FEATURES, INCLUDING BUT NOT LIMITED TO FENCING, UTILITIES, BUILDINGS,
SEPTIC TANKS, WELLS, SIGNS, PAVING, SHALL BE REMOVED EVEN IF NOT SHOWN ON THIS PLAN.
3. ANY MATERIALS REMOVED AS PART OF DEMOLITION FOR THIS PROJECT SHALL BE PROPERLY
DISPOSED OF OFF-SITE IN ACCORDANCE WITH ALL FEDERAL, STATE, AND LOCAL LAWS.
4. ANY MATERIALS REMOVED AS PART OF DEMOLITION FOR THIS PROJECT SHALL BE REMOVED
COMPLETELY. THE EXCAVATED AREA SHALL BE BACKFILLED WITH CLEAN FILL MATERIAL AND
COMPACTED IN ACCORDANCE WITH THE RECOMMENDATIONS OF THE PROJECT GEOTECHNICAL
ENGINEER.
5. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE REMOVAL OF EXISTING TREES AND OTHER
VEGETATION, ONLY AS NECESSARY FOR CONSTRUCTION OF THE PROPOSED IMPROVEMENTS.
6. WITH ANY CONCRETE SHOWN TO BE REMOVED, THE CONTRACTOR SHALL REMOVE THE CONCRETE
TO THE NEAREST JOINT OR SAW CUT TO PROVIDE CLEAN EDGE.
7. WITH ANY ASPHALT SHOWN TO BE REMOVED, THE CONTRACTOR SHALL SAW CUT TO PROVIDE A
CLEAN EDGE.
8. ALL UTILITIES TO BE REMOVED OR RELOCATED SHALL BE COORDINATED WITH THE APPROPRIATE
UTILITY PROVIDER PRIOR TO CONSTRUCTION. IT IS THE SOLE RESPONSIBILITY OF THE CONTRACTOR
TO ENSURE THAT ALL NECESSARY MEASURES ARE TAKEN, WHETHER TEMPORARY OR PERMANENT,
TO ALLOW FOR PROPER FUNCTIONING OF EXISTING UTILITIES.
9. ANY EXISTING WELL HEADS SHALL BE REMOVED TO A MINIMUM OF FIVE (5) FEET BELOW PROPOSED
FINAL GRADE AND ABANDONED IN ACCORDANCE WITH ALL APPLICABLE LOCAL, STATE, AND FEDERAL
LAWS. CONTRACTOR SHALL VERIFY THAT WELL HEADS ARE REMOVED TO A DEPTH SUITABLE FOR
THE INSTALLATION OF INFRASTRUCTURE AND UTILITIES IN GRADE ABOVE, INCLUDING BUT NOT
LIMITED TO STORM DRAINAGE, SANITARY SEWER, WATER, AND ASSOCIATED SERVICES. ALL SERVICE
LINES FROM THE WELL SHALL BE COMPLETELY REMOVED. ANY WORK PERFORMED ON THE WELL
MUST BE DONE BY A LICENSED UTILITY CONTRACTOR.
10. THE CONTRACTOR IS SOLELY RESPONSIBLE FOR DETERMINING THE LOCATION & EXTENTS OF ANY
SEPTIC SYSTEM AND REMOVING COMPLETELY. ANY REMOVAL MUST BE IN ACCORDANCE WITH ALL
APPLICABLE FEDERAL, STATE, AND LOCAL LAWS.
11. ALL EXISTING DRAINAGE PIPES AND FENCES WITHIN DEVELOPED AREA SHALL BE REMOVED
COMPLETELY.
PROPERTY LINE TABLE PROPERTY LINE TABLE
LINE BEARING DISTANCE LINE BEARING DISTANCE
L1 N08' 52'50"W 94.42' L24 S11' 28'50"E 34.97'
L2 N340 45'06"W 57.91' L25 S060 55'05"W 25.46'
L3 S220 31' 17"W 50.21' L26 S100 31'26"E 38.82'
L4 S50' 19'06"E 33.02' L27 S300 38'28"E 18.82'
L5 S09' 38' 12"W 54.99' L28 S100 15'46"E 12.59'
L6 S15' 16'40"E 48.42' L29 S820 53'44"W 359.38'
L7 S20' 34'15"E 36.78' L29 S400 30'56"W 13.34'
L8 S18' 50'49"E 52.40' L30 S010 11' 13"E 34.79'
L9 S19' 51'28"W 38.56' L31 S03' 06' 30"W 81.62'
L10 SO4' 39'05"E 34.08' L32 S06' 54'45"E 64.81'
L11 S24' 54' 11 "E 46.71' L33 S02' 49'52"E 276.34'
L12 S21' 07'26"E 56.26' L34 N880 11' 59"W 110.30'
L13 S36' 35'43"E 53.68' L35 N26' 14'27"E 183.88'
L14 S07' 30' 36"W 53.60' L36 S86' 21'45"E 42.50'
L15 S31' 21'52"E 30.08' L37 S86° 23'28"E 1443.94'
L16 S09' 09'52"E 48.71' L38 N43' 52'58"W 137.99'
L17 S25' 13'52"E 49.22' L39 N330 22'52"W 345.00'
L18 S610 13'02"W 29.11' L40 N06' 43' 53"W 371.10'
L19 S110 54'40"E 42.93' L41 N82' 48'41 "E 208.28'
L20 S310 44'14"W 48.97' L42 N890 14'51 "W 329.52'
L21 S330 15'39"W 45.63' L43 N89° 18'37"W 353.26'
L22 S040 18'23"W 55.21' L44 NO2' 03'38"W 153.00'
L23 S07- 59' 18"W 52.78' L45 N00° 36'12"W 201.61'
REVISIONS
REV
DATE
COMMENT
BY
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REVISIONS PER CITY
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3/29/19
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REVISIONS PER CITY
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3/29/19
REVISIONS PER CITY
COMMENTS
PMA
KNOW WHAT'S BELOW
ALWAYS CALL 811
BEFORE YOU DIG
It's fast. It's free. It's the law.
NOT APPROVED FOR
CONSTRUCTION
PROJECT No.: NCR182053
DRAWN BY: CEM
CHECKED BY: PMA
DATE: 11/1/18
SCALE: 1" = 100'
CAD I. D.: DPO 01
01 PROJECT:
PRELIMINARY
Y
SUBDIVISION PLAN
C%NSHENANDOAH
LOCATION OF SITE
3231 OLD MILBURNIE RD
RALEIGH, NC 27616
WAKE COUNTY
CASE #: S-63-2018
TRANSACTION #: 575237
BOH LER
ENGINEERING NC, PLLC
NCBELS P-1132
4130 PARKLAKE AVENUE, SUITE 130
RALEIGH, NC 27612
Phone: [phone]
NC(BohlerEng.com
c AR
O
4 7
°9-O
' II 11
\"1\\i019.03.29
"1\\i019.03.29
SHEET TITLE:
EXISTING
CONDITIONS &
DEMOLITION
PLAIT
SHEET NUMBER:
C-201

OWNER
OLD MILBURNIE ROAD, LLC
4412 DELTA LAKE DR.
RALEIGH, NC 27612
DEVELOPER
SHENANDOAH HOMES
2840 PLAZA PLACE, SUITE 200
RALEIGH, NC 27612
Sheet
Number
Sheet Title
1
COVER
2
OVERALL IMPACT MAP
3
IMPACT AREA A-1
4
IMPACT AREA A-2
5
IMPACT AREA B
6
IMPACT AREA CID
/
IMPACT AREA E
B
IMPACT AREA F-1
9
IMPACT AREA F-2
10
DETAIL SHEET
NOTES:
MILBURNIE R 1 DG1 : SUBDIVISION
RALEIGH, NC
SITE
1. ALL STREAM BUFFERS, WETLANDS, AND PONDS THAT ENCROACH WITHIN FUTURE LOTS SHALL
BE PLATTED IN A CONSERVATION EASEMENT.
2. ALL LOTS IMPACTING THE AE FLOOD HAZARD AREAS WILL REQUIRE AN ELEVATION CERTIFICATE
UPON TIME OF PERMITTING.
3. THERE WILL BE NO UNPERMITTED DISTURBANCE IN THE WETLANDS.
4. THERE WILL BE NO UNPERMITTED DISTURBANCE WITHIN THE BLS BUFFER.
0,41 B071-I'L J75,9 R
ENGINEERING
NCBELPTC, Pii C
4130 PARKLAKE AVENUE SUITE 130 RALEIGH, NC 27612
PHONE'. (919) 578-b909 FAX: [phone]
THE INFORMATION, DESIGN AND CONTENT OF THIS PLAN ARE PROPRIETARY AND SHALL NOT BE
COPIED OR USED FOR ANY PURPOSE WITHOUT PRIOR WRITTEN AUTHORIZATION FROM BOHLER
ENGINEERING. ONLY APPROVED, SIGNED AND SEALED PLANS SHALL BE UTILIZED FOR
CONSTRUCTION PURPOSES. © BOHLER ENGINEERING, 2818
�ajAlOERD
4j, AS
..dr9�'"\'\� '�.Gr3'�1�1�1�1�►a/W`7F4,�141 dN�'.trr�.,:.��F �fi"� !.
LOCATION MAP
SCALE: 1"=1000'
ENVIRONMENTAL IMPACT MAPS
MILBURNIE RIDGE SUBDIVISION
3231 OLD MILBURNIE RD
RALEIGH, NC 27616
SITE DATA
SITE AREA: (AC.)
ZONING:
WATERSHED:
FIRM MAP DATE:
FIRM MAP NUMBER
FLOODPLAIN:
PROPOSED # OF UNITS:
PROPOSED DENSITY:
PERCENT IMPERVIOUS: (%)
SUBDIVISION DISTURBED AREA: (AC.)
PIN# 1746-62-8360: ±55.39 AC
R -6 -CU
CRABTREE CREEK (NEUSE RIVER BASIN)
MAY 2, 2006
3720174600J
NOT IN FLOODPLAIN
165
2.95 DUA
19.87 AC / 55.39 AC = 35.9%
38.43 AC
04/22/19 1 OAK I NCR182053
N 1000 500 250 0 1000
1"=1000'
COVER SH EGET
e� SHEET 1 OF 8

I M PACT AREA A
8,270 SE FLAGGED
WETLAND W 1
IMPACT AREA B
STREAM B
M PACT AREA E
®BOHLER
ENGINEERING EERI
�� NG NCBELPTC, Pii C
4130 PARKLAKE AVENUE SUITE 130 RALEIGH, NC 27612
PHONE'. (919) 578-b009 FAX: [phone]
THE INFORMATION, DESIGN AND CONTENT OF THIS PLAN ARE PROPRIETARY AND SHALL NOT BE
COPIED OR USED FOR ANY PURPOSE WITHOUT PRIOR WRITTEN AUTHORIZATION FROM BOHLER
ENGINEERING. ONLY APPROVED, SIGNED AND SEALED PLANS SHALL BE UTILIZED FOR
CONSTRUCTION PURPOSES. © BOHLER ENGINEERING, 2818
I M PACT AREA F yv
ENVIRONMENTAL IMPACT MAPS
MILBURNIE RIDGE SUBDIVISION
3231 OLD MILBURNIE RD
RALEIGH, NC 27616
04/22/19 1 OAK I NCR182053
N 200 100 50 0 200
!
1"=200'
OVERALL IMPACT MAP
SII-3EET 2 OF 8

STREAM B
:AM BANK
I , /
It
,
\ ,
\
1 /
PERMANENT
WETLANDSIMPACT
I /
/
I - /
10' PERMANENT MAINTENANCE CORRIDOR
W I /
/
W
W W W
W W W W W
W W W W W W
W W W W W W W
w W W
LAR
®'J"U01
ENGINEERING
NCBELPTC, Pii C
4130 PARKLAKE AVENUE SUITE 130 RALEIGH, NC 27612
PHONE'. (919) 578-b909 FAX: [phone]
THE INFORMATION, DESIGN AND CONTENT OF THIS PLAN ARE PROPRIETARY AND SHALL NOT BE
COPIED OR USED FOR ANY PURPOSE WITHOUT PRIOR WRITTEN AUTHORIZATION FROM BOHLER
ENGINEERING. ONLY APPROVED, SIGNED AND SEALED PLANS SHALL BE UTILIZED FOR
CONSTRUCTION PURPOSES. © BOHLER ENGINEERING, 2818
4<
RCP CULVERT
�20'PRIVATE DRAINAG\SEMI=NT-
LEGEND
PROPERTY LINE
LOD LIMITS OF DISTURBANCE
SCM DISCHARGE OUTLET IMPACT AREAS
ZONE 1 (30')
ZONE 2 (20')
NOTES:
1. TEMPORARY IMPACT AREAS SHALL BE ALLOWED TO
RE-ESTABLISH VEGETATION
Location
Impact Type
Buffer Zone Impacts
Zone 1
Zone 2
A
SCM DISCHARGE OUTLET
680 SF
492 SF
TEMPORARY,
W
W W
W WETLANDS IMPACT,
W W W,/'W
/
W W
W W,/ W W W
W
W
W
WWWW�%
WETLANDW1WWWWWW�
I
I
W W W
W W
W W W W W
W W W W W
W
W
W
W
W I
\ 1
W W 1
A\ /
1
I
W W W
W
y
W W W l
/
�
\\ ♦
W
W
W W W �
LAR
®'J"U01
ENGINEERING
NCBELPTC, Pii C
4130 PARKLAKE AVENUE SUITE 130 RALEIGH, NC 27612
PHONE'. (919) 578-b909 FAX: [phone]
THE INFORMATION, DESIGN AND CONTENT OF THIS PLAN ARE PROPRIETARY AND SHALL NOT BE
COPIED OR USED FOR ANY PURPOSE WITHOUT PRIOR WRITTEN AUTHORIZATION FROM BOHLER
ENGINEERING. ONLY APPROVED, SIGNED AND SEALED PLANS SHALL BE UTILIZED FOR
CONSTRUCTION PURPOSES. © BOHLER ENGINEERING, 2818
4<
RCP CULVERT
�20'PRIVATE DRAINAG\SEMI=NT-
LEGEND
PROPERTY LINE
LOD LIMITS OF DISTURBANCE
SCM DISCHARGE OUTLET IMPACT AREAS
ZONE 1 (30')
ZONE 2 (20')
NOTES:
1. TEMPORARY IMPACT AREAS SHALL BE ALLOWED TO
RE-ESTABLISH VEGETATION
Location
Impact Type
Buffer Zone Impacts
Zone 1
Zone 2
A
SCM DISCHARGE OUTLET
680 SF
492 SF
ENVIRONMENTAL IMPACT MAPS
MILBURNIE RIDGE SUBDIVISION
3231 OLD MILBURNIE RD
RALEIGH, NC 27616
04/22/19 1 OAK I NCR182053
N 10 5 2.5 0 10
,e 111=10'
IMPACT AREA A-1
SHEET3OF8

STREAM
AM BANK
/
I
I /
I
I
I '
I '
I
I
PERMANENT i
WETLANDS IMPACT
/
/ /
LOD�OD 10' PERMANENT MAINTENANCE CORRIDOR
/ IZo
I
�oo�� -- '�
-----------
TEMPORARY,
__________TEMPORARY,
W W WETLANDS IMPACT.
W W W W i W W W W y W I
I
"WETLAND W 1W�'W'�'WW I
W N W W W W W W W W W YV.
W w W W W W W W W W W
♦� ♦ \♦ W W W W W W W W W W l
�` ♦ W W W W W y W W WO �� \ /l
\\♦♦♦♦\♦ W W W W W W W W G �
♦♦�\ W W W W W W � ��� ` l
\ �♦♦ ` W W W W r� W W �
I ♦ W W W W W W W W /
l ♦♦ W W W W W W W � l
\\ ♦♦♦ W W W W W /
BOo C��R
®
ENGINEERING
NOBELPTC, Pii C
4130 PARKLAKE AVENUE SUITE 130 RALEIGH, NC 27612
PHONE'. (919) 578-b909 FAX: [phone]
THE INFORMATION, DESIGN AND CONTENT OF THIS PLAN ARE PROPRIETARY AND SHALL NOT BE
COPIED OR USED FOR ANY PURPOSE WITHOUT PRIOR WRITTEN AUTHORIZATION FROM BOHLER
ENGINEERING. ONLY APPROVED, SIGNED AND SEALED PLANS SHALL BE UTILIZED FOR
CONSTRUCTION PURPOSES. © BOHLER ENGINEERING, 2818
24" RCP CULVERT
,____ Z,
\
LEGEND
PROPERTY LINE
LIMITS OF DISTURBANCE
WETLANDS
PERMANENT IMPACT AREAS
WETLAND
TEMPORARY IMPACT AREAS
moo/
/ WETLAND
O � �
�O
0
�O
V
ENVIRONMENTAL IMPACT MAPS
MILBURNIE RIDGE SUBDIVISION
3231 OLD MILBURNIE RD
RALEIGH, NC 27616
20'PRIVATE DRAINAGE EASEMENT
NOTES:
1. TEMPORARY IMPACT AREAS SHALL BE GRADED TO
EXISTING PRE -CONSTRUCTION WETLAND CONTOURS AND
ALLOWED TO RE-ESTABLISH VEGETATION
04/22/19 1 OAK I NCR182053
N 10 5 2.5 0 10
,e 111=10'
IMPACT AREA A-2
SFIEET 3 OF 8
Wetlands
Location
Impact Type
Impact
A
PERMANENT
236 SF
A
TEMPORARY
208 SF
NOTES:
1. TEMPORARY IMPACT AREAS SHALL BE GRADED TO
EXISTING PRE -CONSTRUCTION WETLAND CONTOURS AND
ALLOWED TO RE-ESTABLISH VEGETATION
04/22/19 1 OAK I NCR182053
N 10 5 2.5 0 10
,e 111=10'
IMPACT AREA A-2
SFIEET 3 OF 8

270
EX. GRAD
ROADWAY GRADE
270
PROP. 80"
BOX CULVERT
260 PROP. I BURY TO 260
ENSURE AQUATIC
LIFE PASSAGE
I
48" BOX CULVERT PROFILE
V:1"=5'
H: 1" = 50'
000���R
®
ENGINEERING
NCBELPTC, Pii C
4130 PARKLAKE AVENUE SUITE 130 RALEIGH, NC 27612
PHONE'. (919) 578-b009 FAX: [phone]
THE INFORMATION, DESIGN AND CONTENT OF THIS PLAN ARE PROPRIETARY AND SHALL NOT BE
COPIED OR USED FOR ANY PURPOSE WITHOUT PRIOR WRITTEN AUTHORIZATION FROM BOHLER
ENGINEERING. ONLY APPROVED, SIGNED AND SEALED PLANS SHALL BE UTILIZED FOR
CONSTRUCTION PURPOSES. © BOHLER ENGINEERING, 2818
1
1 ,
1
a 1 ,
1 I,
1111 III
1
I
1
I ,
I ,
I ,
I
I ,1
1 ,
1 ,
1
1
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,
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1
♦
1 ,
LEGEND
r PROPERTY LINE
LIMITS OF DISTURBANCE
PRIVATE \`♦\
\ DRAINAGE `
♦
EASEMNT `♦
20'
ZONE 2 BUFFER
♦
;ZONE 1 BUFFER
1 1
1 - 4'X4' CONCRETE BOX
`♦ CULVERT PLACED T BELOW
EXISTING GRADE TO ENSURE
` AQUATIC PASSAGE
ENVIRONMENTAL IMPACT MAPS
MILBURNIE RIDGE SUBDIVISION
3231 OLD MILBURNIE RD
RALEIGH, NC 27616
ROADWAY IMPACT AREAS
ZONE 1 (30')
ZONE 2 (20')
STREAM IMPACT AREAS
TEMPORAY
PERMANENT
Impact Type
BUFFER ZONE IMPACTS
Zone 1
Zone 2
ROADWAY IMPACT
7560 SF
4713 SF
Impact Type
STREAM IMPACTS
TEMPORARY
PERMANENT
PERMANENT (NO LOSS)
42 LF
80 LF
0 LF
ROADWAY IMPACT
632 SF
810 SF
0 SF
NOTES:
1. TEMPORARY IMPACT AREAS SHALL BE ALLOWED TO
RE-ESTABLISH VEGETATION
2. CULVERTS ARE TO BE CONSTRUCTED DURING DRY CONDITIONS
AND PER THE NWP AND GENERAL CERTIFICATIONS.
04/22/19 I OAK I NCR182053
N 30 15 7.5 0 30
e 111=30'
IMPACT AREA B
SHEET4OF8

w
IMPACT AREA C
24" RCP
CULVERT\ /
x
/
/
i
/
/
1
-----------
,--""--
M PACT AREA D
-------- -,
\ \ --------
TOP OF
STREAM
BANK \ 6 nn \ .
\ p
-10' MAINTENANCE CORRIDOR -
\-20' PRIVA-
� L�R
®'J"DO
ENGINEERING
NCBELPTC, Pii C
4130 PARKLAKE AVENUE SUITE 130 RALEIGH, NC 27612
PHONE'. (919) 578-b909 FAX: [phone]
THE INFORMATION, DESIGN AND CONTENT OF THIS PLAN ARE PROPRIETARY AND SHALL NOT BE
COPIED OR USED FOR ANY PURPOSE WITHOUT PRIOR WRITTEN AUTHORIZATION FROM BOHLER
ENGINEERING. ONLY APPROVED, SIGNED AND SEALED PLANS SHALL BE UTILIZED FOR
CONSTRUCTION PURPOSES. © BOHLER ENGINEERING, 2818
U 1 '
,
/
/
/
1
I
/
/
/
/
STREAM
1
A
1
30, vFFEFZ
via
LEGEND
PROPERTY LINE
\ —LOD— LIMITS OF DISTURBANCE
I
10' MAINTENANCE CORRIDOR -
1 �-
20' PRIVATE DRAINAGE EASEMENT
SCM DISCHARGE OUTLET IMPACT AREAS
ZONE 1 (30')
7771 /
EH1;ZONE 2 (20')
'42" RCP CULVERT
I �
'
00
20'
ZONE 2 BUFFER
1
1
1
1
1 1
\ \ 1 I 1
� � 1
� � 1
1
1
1
1
1
1
1
1
� � 1
1
It
\`
30'
BUFFER
\
/
/
/
/
/
I /
1 /
1 ,
1 I
1
Location
Impact Type
Buffer Zone Impacts
Zone 1
Zone 2
C
SCM DISCHARGE OUTLET
710 SF
495 SF
Location
Impact Type
Buffer Zone Impacts
Zone 1
Zone 2
D
SCM DISCHARGE OUTLET
906 SF
509 SF
ENVIRONMENTAL IMPACT MAPS
MILBURNIE RIDGE SUBDIVISION
3231 OLD MILBURNIE RD
RALEIGH, NC 27616
NOTES:
1. TEMPORARY IMPACT AREAS SHALL BE ALLOWED TO
RE-ESTABLISH VEGETATION
04/22/19 1 OAK I NCR182053
N 20 10 5 0 20
s 111= 20'
IMPACT AREA C/D
SII-IEET 5 OF 8

1 '
1
1
1 \1 1.
1
TOP OF�
STREAM
BANK
` PRIVATE
�`. DRAIqAQE_
EASEME0,
\I
i
,
i
,
/
` 36" RCP CULVERT BURIED 8"
BELOW EXISTING GRADE TO
_ 1
ENSURE AQUATIC PASSAGE.
u �
1
� 1 �
� 1 1
� 1 \
1 1 `
I /
EX.GRADPROP. ROADWAY GRADE
PROP. HEADWALL
1 ;
STREAM B/ ;
PROPERTY LINE
I '
'20'
/
/ZONE 2 BUFFER
30
ZONE 1 BUFFER
LOD IOD
/
BUFFER ZONE IMPACTS
1
,
ROADWAY IMPACT
5676 SF
2227 SF
48 LF
69 LF
0 LF
ROADWAY IMPACT
1
1148 SF
1916 SF
0 S
1
1
1
�
1
1
1
1
�
1
1
TOP OF�
STREAM
BANK
` PRIVATE
�`. DRAIqAQE_
EASEME0,
\I
i
,
i
,
/
` 36" RCP CULVERT BURIED 8"
BELOW EXISTING GRADE TO
_ 1
ENSURE AQUATIC PASSAGE.
u �
1
� 1 �
� 1 1
� 1 \
1 1 `
I /
EX.GRADPROP. ROADWAY GRADE
PROP. HEADWALL
1 ;
STREAM B/ ;
PROPERTY LINE
I '
'20'
/
/ZONE 2 BUFFER
30
ZONE 1 BUFFER
LOD IOD
/
I
280 280
/
I
I
PROP. 69' RCP CULVERT
'PROP. 8" BURY TO
ENSURE AQUATIC
LIFE PASSAGE
36" CULVERT PROFILE
V:1"=5'
H: 1" = 50'
000���R
®
ENGINEERING
NCBELPTC, Pii C
4130 PARKLAKE AVENUE SUITE 130 RALEIGH, NC 27612
PHONE'. (919) 578-b009 FAX: [phone]
THE INFORMATION, DESIGN AND CONTENT OF THIS PLAN ARE PROPRIETARY AND SHALL NOT BE
COPIED OR USED FOR ANY PURPOSE WITHOUT PRIOR WRITTEN AUTHORIZATION FROM BOHLER
ENGINEERING. ONLY APPROVED, SIGNED AND SEALED PLANS SHALL BE UTILIZED FOR
CONSTRUCTION PURPOSES. © BOHLER ENGINEERING, 2818
I /
f ! >
I /
/ I
i PRI
,''bRAI
\ ; / EASE,
� 1
,
i,
I
1
/
/
/
/
/
/
/
/
/
d
I ,
I/
/
,
ENVIRONMENTAL IMPACT MAPS
MILBURNIE RIDGE SUBDIVISION
3231 OLD MILBURNIE RD
RALEIGH, NC 27616
LEGEND
PROPERTY LINE
LIMITS OF DISTURBANCE
ROADWAY IMPACT AREAS
ZONE 1 (30')
ZONE 2 (20')
STREAM IMPACT AREAS
TEMPORAY
PERMANENT
Impact Type
BUFFER ZONE IMPACTS
Zone 1
Zone 2
ROADWAY IMPACT
5676 SF
2227 SF
48 LF
69 LF
0 LF
ROADWAY IMPACT
dal
1148 SF
1916 SF
0 S
■
I
280 280
/
I
I
PROP. 69' RCP CULVERT
'PROP. 8" BURY TO
ENSURE AQUATIC
LIFE PASSAGE
36" CULVERT PROFILE
V:1"=5'
H: 1" = 50'
000���R
®
ENGINEERING
NCBELPTC, Pii C
4130 PARKLAKE AVENUE SUITE 130 RALEIGH, NC 27612
PHONE'. (919) 578-b009 FAX: [phone]
THE INFORMATION, DESIGN AND CONTENT OF THIS PLAN ARE PROPRIETARY AND SHALL NOT BE
COPIED OR USED FOR ANY PURPOSE WITHOUT PRIOR WRITTEN AUTHORIZATION FROM BOHLER
ENGINEERING. ONLY APPROVED, SIGNED AND SEALED PLANS SHALL BE UTILIZED FOR
CONSTRUCTION PURPOSES. © BOHLER ENGINEERING, 2818
I /
f ! >
I /
/ I
i PRI
,''bRAI
\ ; / EASE,
� 1
,
i,
I
1
/
/
/
/
/
/
/
/
/
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I ,
I/
/
,
ENVIRONMENTAL IMPACT MAPS
MILBURNIE RIDGE SUBDIVISION
3231 OLD MILBURNIE RD
RALEIGH, NC 27616
LEGEND
PROPERTY LINE
LIMITS OF DISTURBANCE
ROADWAY IMPACT AREAS
ZONE 1 (30')
ZONE 2 (20')
STREAM IMPACT AREAS
TEMPORAY
PERMANENT
Impact Type
BUFFER ZONE IMPACTS
Zone 1
Zone 2
ROADWAY IMPACT
5676 SF
2227 SF
NOTES:
1. TEMPORARY IMPACT AREAS SHALL BE ALLOWED TO
RE-ESTABLISH VEGETATION
2. CULVERTS ARE TO BE CONSTRUCTED DURING DRY
CONDITIONS AND PER THE NWP AND GENERAL
CERTIFICATIONS.
04/22/19 I OAK I NCR182053
N 20 10 5 0 20
s 1"=20'
IMPACT AREA E
SHEET6OF8
STREAM IMPACTS
Impact Type
TEMPORARY PERMANENT PERMANENT (NO LOSS)
48 LF
69 LF
0 LF
ROADWAY IMPACT
1148 SF
1916 SF
0 S
NOTES:
1. TEMPORARY IMPACT AREAS SHALL BE ALLOWED TO
RE-ESTABLISH VEGETATION
2. CULVERTS ARE TO BE CONSTRUCTED DURING DRY
CONDITIONS AND PER THE NWP AND GENERAL
CERTIFICATIONS.
04/22/19 I OAK I NCR182053
N 20 10 5 0 20
s 1"=20'
IMPACT AREA E
SHEET6OF8

------------- \
STREAM
\ TOP OF
\ STREAM e
BANK
♦ I
---- -------
I
1 1
30
ZONE 1 BUFFER
3- 36" RCP CULVERT I
\ —\ BURIED 8" BELOW
EXISTING GRADE TO-'"-
ENSURE AQUATIC
PASSAGE
-''- 20'
ZONE 2 BUFFER,--`
290
EX. GRADE
290
GREENWAY GRADE
PROP. HEADWALL
PROP. 8" BURY
280 TO ENSURE 280
AQUATIC LIFE PROP. 40' RCP CULVERT (3)
PASSAGE
(3) 36" CULVERT PROFILE
V:1"=5'
H: 1" = 50'
® 000���R
ENGINEERING EERI
�� NG NCBELPTC, Pii C
4130 PARKLAKE AVENUE SUITE 130 RALEIGH, NC 27612
PHONE'. (919) 578-b009 FAX: [phone]
THE INFORMATION, DESIGN AND CONTENT OF THIS PLAN ARE PROPRIETARY AND SHALL NOT BE
COPIED OR USED FOR ANY PURPOSE WITHOUT PRIOR WRITTEN AUTHORIZATION FROM BOHLER
ENGINEERING. ONLY APPROVED, SIGNED AND SEALED PLANS SHALL BE UTILIZED FOR
CONSTRUCTION PURPOSES. © BOHLER ENGINEERING, 2818
WETLANDS
IMPACT
\
\
WETLAND W2 .............:'::::::
•• . . . . . : M .
... . . . . . . . . . . . . ... . . . . . . . . . . . . .
1. .
Aj
\
\ LOD �1.GB��
� �� /,`-1
LEGEND
PROPERTY LINE
— LIMITS OF DISTURBANCE
GREENWAY IMPACT AREAS
ZONE 1 (30')
ZONE 2 (20')
NOTES
1. CULVERTS ARE TO BE CONSTRUCTED
DURING DRY CONDITIONS AND PER THE
NWP AND GENERAL CERTIFICATIONS.
Location
Impact Type
Buffer Zone Impacts
Zone 1
Zone 2
F
PERMANENT (GREENWAY TRAIL)
1493 SF
2148 SF
ENVIRONMENTAL IMPACT MAPS
MILBURNIE RIDGE SUBDIVISION
3231 OLD MILBURNIE RD
RALEIGH, NC 27616
04/22/19 1 OAK I NCR182053
N 20 10 5 0 20
s 1"=20'
IMPACT AREA F=1
SI-3EET 7 OF 8

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TB 00���R
®
ENGINEERING
NCBELPTC, Pii C
4130 PARKLAKE AVENUE SUITE 130 RALEIGH, NC 27612
PHONE'. X919) 578-b909 FAX: [phone]
THE INFORMATION, DESIGN AND CONTENT OF THIS PLAN ARE PROPRIETARY AND SHALL NOT BE
COPIED OR USED FOR ANY PURPOSE WITHOUT PRIOR WRITTEN AUTHORIZATION FROM BOHLER
ENGINEERING. ONLY APPROVED, SIGNED AND SEALED PLANS SHALL BE UTILIZED FOR
CONSTRUCTION PURPOSES. © BOHLER ENGINEERING, 2818
I
I
I
I �o
I
ENVIRONMENTAL IMPACT MAPS
MILBURNIE RIDGE SUBDIVISION
3231 OLD MILBURNIE RD
RALEIGH, NC 27616
LEGEND
PROPERTY LINE
LIMITS OF DISTURBANCE
WETLANDS
PERMANENT IMPACT AREAS
WETLAND
TEMPORARY IMPACT AREAS
WETLAND
NOTES
1. CULVERTS ARE TO BE CONSTRUCTED
DURING DRY CONDITIONS AND PER THE
NWP AND GENERAL CERTIFICATIONS.
2. TEMPORARY IMPACT AREAS SHALL BE
GRADED TO EXISTING
PRE -CONSTRUCTION WETLAND
CONTOURS AND ALLOWED TO
RE-ESTABLISH VEGETATION
Location
Impact Type
Wetlands Impact
F
PERMANENT (GREENWAYTRAIL)
273 SF
F
TEMPORARY (GREENWAY TRAIL)
190 SF
I
D
I
I
3 - 36" RCP CULVERT BURIED 8" BELOW EXISTING
GRADE TO ENSURE AQUATIC PASSAGE
I
� o
PERMANENT
WETLANDS IMPACT
\ II
r \
,
WETLAND W2
y y
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TB 00���R
®
ENGINEERING
NCBELPTC, Pii C
4130 PARKLAKE AVENUE SUITE 130 RALEIGH, NC 27612
PHONE'. X919) 578-b909 FAX: [phone]
THE INFORMATION, DESIGN AND CONTENT OF THIS PLAN ARE PROPRIETARY AND SHALL NOT BE
COPIED OR USED FOR ANY PURPOSE WITHOUT PRIOR WRITTEN AUTHORIZATION FROM BOHLER
ENGINEERING. ONLY APPROVED, SIGNED AND SEALED PLANS SHALL BE UTILIZED FOR
CONSTRUCTION PURPOSES. © BOHLER ENGINEERING, 2818
I
I
I
I �o
I
ENVIRONMENTAL IMPACT MAPS
MILBURNIE RIDGE SUBDIVISION
3231 OLD MILBURNIE RD
RALEIGH, NC 27616
LEGEND
PROPERTY LINE
LIMITS OF DISTURBANCE
WETLANDS
PERMANENT IMPACT AREAS
WETLAND
TEMPORARY IMPACT AREAS
WETLAND
NOTES
1. CULVERTS ARE TO BE CONSTRUCTED
DURING DRY CONDITIONS AND PER THE
NWP AND GENERAL CERTIFICATIONS.
2. TEMPORARY IMPACT AREAS SHALL BE
GRADED TO EXISTING
PRE -CONSTRUCTION WETLAND
CONTOURS AND ALLOWED TO
RE-ESTABLISH VEGETATION
Location
Impact Type
Wetlands Impact
F
PERMANENT (GREENWAYTRAIL)
273 SF
F
TEMPORARY (GREENWAY TRAIL)
190 SF
04/22/19 1 OAK I NCR182053
N 10 5 2.5 0 10
,e 111=10'
IMPACT AREA F-2
SII-IEET 7 OF 8

Smoothly V-shaped Rlprap Channel
blend contact Finished channel
area 14 Design top width ^ J10- cross-section
�... it A
5ubgrade excavation
Filter fabric
Or aggregate Biter
Trapezoidal Rlprap Channel
r . ,
-q- - Design top width
A 2:1
Design depth
R" ill �{fli�lil�llltl=
Fabric or niter'layer
Figure b. Typical riprap-lined channel cross-sections. (Source: Ref. 1)
7L �R
® BON
ENGINEERING
NCBELPTC, Pii C
4130 PARKLAKE AVENUE SUITE 130 RALEIGH, NC 27612
PHONE'. (919) 578-b909 FAX: [phone]
THE INFORMATION, DESIGN AND CONTENT OF THIS PLAN ARE PROPRIETARY AND SHALL NOT BE
COPIED OR USED FOR ANY PURPOSE WITHOUT PRIOR WRITTEN AUTHORIZATION FROM BOHLER
ENGINEERING. ONLY APPROVED, SIGNED AND SEALED PLANS SHALL BE UTILIZED FOR
CONSTRUCTION PURPOSES. © BOHLER ENGINEERING, 2818
ENVIRONMENTAL IMPACT MAPS
MILBURNIE RIDGE SUBDIVISION
3231 OLD MILBURNIE RD
RALEIGH, NC 27616
04/22/19 J OAK I NCR182053
N
DEETAIL SHEET
SHEET8OF8
APPROVED SEDIMENT FILTERING DEVICE
(SEDIMENT FILTER BAG).
PROVIDE
POSITIVE DRAINAGE FROM SEDIMENT STREAM DIVERSION PUMP
® 2' ®
FILTER BAG TO STREAM.
DISCHARGE HOSES
®
®
P
® ®
INTAKE HOSE
DISCHARGE ONTO
� DEWATERING PUMP
® ®
STABLE RIPRAP
P
PAD TO PREVENT
f
SCOUR HOLE
STREAMBANK
FLOW FLOW
OVERLAP ENDS
_
PLAN VIEW
FLS
s --
FLOW _
SEDIMENT INTAKE CLEAN WATER SUMP -HOLE FOR POOL
-
DIKE —HOSE PIKE (12" TO 18" DEEP, 2 -FT DIAMETER)
AEC PREMIER STRAW® WATTLE
WOOD STAKE
OR EQUAL
WORK AREA LENGTH NOT TO EXCEED THAT
WHICH CAN BE COMPLETED IN ONE DAY
N
DOS 3
STAKE WITHIN 2OF ENDS zOPe
SLOPE
SURFACE
TEMPORARY PUMP AROUND SEQUENCE
1. SET UP PUMP WITH SUCTION AND DISCHARGE HOSE.
4' O.C. TYP. %//\//
2. INSTALL UP -STREAM SANDBAG DAM.
\
3. INSTALL DOWN -STREAM SANDBAG DAM.
TRENCH
4. THE PUMP MUST RUN CONTINUOUSLY WHILE WORKING IN THE STREAM.
5. STREAMBANKS MUST BE STABILIZED AT THE END OF EACH DAY.
z
NOTES:
STAMIN.
STAKE SOIL
N
1. SANDBAG DIKES SHALL BE SITUATED AT THE UPSTREAM AND DOWNSTREAM ENDS OF THE WORK AREA, AND STREAM FLOW
DEPTH
SHALL BE PUMPED AROUND THE WORK AREA. THE PUMP SHOULD DISCHARGE ONTO A STABLE VELOCITY DISSIPATER
CONSTRUCTED OF RIPRAP OR SANDBAGS.
2. WATER FROM THE WORK AREA SHALL BE PUMPED TO A SEDIMENT FILTERING MEASURE SUCH AS A SEDIMENT BAG OR OTHER
APPROVED DEVICE. THE MEASURE SHALL BE LOCATED SUCH THAT THE WATER DRAINS BACK INTO THE CHANNEL BELOW THE
TYPICAL STAKING PATTERN
DOWNSTREAM SANDBAG DIKE WITHOUT CAUSING FURTHER EROSION BETWEEN THE SEDIMENT FILTER BAG AND THE STREAMBANK.
DETAIL No.
STRAW WATTLIES
TEMPORARY PUMP AROUND
04000.28
N.T.S.
SHEET 1 OF 1
Smoothly V-shaped Rlprap Channel
blend contact Finished channel
area 14 Design top width ^ J10- cross-section
�... it A
5ubgrade excavation
Filter fabric
Or aggregate Biter
Trapezoidal Rlprap Channel
r . ,
-q- - Design top width
A 2:1
Design depth
R" ill �{fli�lil�llltl=
Fabric or niter'layer
Figure b. Typical riprap-lined channel cross-sections. (Source: Ref. 1)
7L �R
® BON
ENGINEERING
NCBELPTC, Pii C
4130 PARKLAKE AVENUE SUITE 130 RALEIGH, NC 27612
PHONE'. (919) 578-b909 FAX: [phone]
THE INFORMATION, DESIGN AND CONTENT OF THIS PLAN ARE PROPRIETARY AND SHALL NOT BE
COPIED OR USED FOR ANY PURPOSE WITHOUT PRIOR WRITTEN AUTHORIZATION FROM BOHLER
ENGINEERING. ONLY APPROVED, SIGNED AND SEALED PLANS SHALL BE UTILIZED FOR
CONSTRUCTION PURPOSES. © BOHLER ENGINEERING, 2818
ENVIRONMENTAL IMPACT MAPS
MILBURNIE RIDGE SUBDIVISION
3231 OLD MILBURNIE RD
RALEIGH, NC 27616
04/22/19 J OAK I NCR182053
N
DEETAIL SHEET
SHEET8OF8