20160924 Ver 2_PCN Combo - Smith 2020.r_20200121

Staff Review
Does this application have all the attachments needed to accept it into the review process?
r Yes r No
ID#* Version* 2
20160924
Is this project a public transportation project?* r Yes
r No
Reviewer List:* Stephanie Goss: eads\szgoss
Select Reviewing Office:* Raleigh Regional Office - [phone]
Submittal Type:*
401 Application
Does this project require a request for payment to be sent?
r
Yes
r
No

Project Submittal Form
Please note: fields marked with a red asterisk below are required. You will not be able to submit the form until all
mandatory questions are answered.
Project Type: r New Project
r Pre -Application Submittal
r More Information Response
r Other Agency Comments
r For the Record Only (Courtesy Copy)
r Stream or Buffer Appeal
New Project - Please check the new project type if you are trying to submit a new project that needs an official approval
decision.
Pre -Application Submittal - Please check the pre -application submittal if you just want feedback on your submittal and
do not have the expectation that your submittal will be considered a complete application requiring a formal decision.
More Information Response - Please check this type if you are responding to a request for information from staff and
you have and ID# and version for this response.
Other Agency Comments - Please check this if you are submitting comments on an existing project.
Is this supplemental information that needs to be sent to the Corps?*
r Yes r No
Project Contact Information
Name: Maria Polizzi
Vft is subaitting the inforrration?
Email Address: [e-mail]
Project Information
Existing ID #: Existing Version:
16-0924 1
20170001(no dashes)
Project Name: Smith Farms
Is this a public transportation project?
r Yes
r No
Is the project located within a NC DCM Area of Environmental Concern (AEC)?
r Yes r No r Unknown
County (ies)
Wake
Please upload all files that need to be submited.
Oickthe upload button or drag and drop files here to attach document
PCN Combo - Smith 2020.r.pdf 31.02MB
Only pdf or Iv17 files are accepted.
Describe the attachments:

The attached document is a revised PCN for the Smith Farms project. This project is currently permitted, and
this PCN has only slight changes. Changes are described in the narrative on page 11.
W By checking the box and signing box below, I certify that:
• I have given true, accurate, and complete information on this form;
• I agree that submission of this form is a "transaction" subject to Chapter 66, Article 40 of the NC General Statutes (the
"Uniform Electronic Transactions Act")
• 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 online form."
Signature:
Submittal Date: 1.21.2020
Is filled in autocratically.

Environmental Planning Environmental Permitting Environmental Consulting Environmental Construction Management Expert Testimony
4338 Bland Road Raleigh, N.C. 27609 phone [phone] fax [phone]

TOLL FREE 1-866-SPANGLER www.spanglerenvironmental.com

January 17, 2020

James Lastinger
US Army Corps of Engineers
3331 Heritage Trade Drive

RE: Request for Permit Amendments – Smith Farms

Mr. Lastinger and Ms. Higgens:

Please accept the enclosed revisions to the Smith Farms project, regarding Phases 2-4 encompassed in the 2017 permit with ID SAW-
2014-01347.

To clearly illustrate the differences mentioned above, please see the attached documents which highlight areas of impact, types of
impacts, and a numerical comparison between the permitted impacts and the current impacts. Additionally, the updated impacts
maps are attached. Please feel free to reach out for additional information or with any questions, and we thank you for your time.

Sincerely,
Spangler Environmental, Inc.

Maria Polizzi
Senior Scientist – Land Resources

Karren Higgens
NC Division of Water Resources
401 & Buffer Permitting
TABLE OF CONTENTS

PCN FORM 1-10
AVOIDANCE & MINIMIZATION NARRATIVE 11
IMPACT TABLES 12-14
STREAM IMPACTS 12
BUFFER IMPACTS 13
WETLAND IMPACTS 14
IMPACT MAPS 15-48
BUFFER IMPACTS 15-36
STREAM IMPACTS 37-45
WETLAND IMPACTS 46-48
OTHER DOCUMENTS 49-64
MITIGATION CREDIT RECEIPTS 49-50
TOWN OF APEX BUFFER DETERMINATION 51-64

Page 1
PCN Form – Version 1.4 January 2009
Office Use Only:
Corps action ID no. _____________
DWQ project no. _______________
Form Version 1.4 January 2009
Pre-Construction Notification (PCN) Form
A. Applicant Information
1. Processing
1a. Type(s) of approval sought from the Corps: Section 404 Permit Section 10 Permit
1b. Specify Nationwide Permit (NWP) number: or General Permit (GP) number:
1c. Has the NWP or GP number been verified by the Corps? Yes No
1d. Type(s) of approval sought from the DWQ (check all that apply):
401 Water Quality Certification – Regular Non-404 Jurisdictional General Permit
401 Water Quality Certification – Express Riparian Buffer Authorization
1e. Is this notification solely for the record
because written approval is not required?
For the record only for DWQ
401 Certification:
Yes No
For the record only for Corps Permit:
Yes No
1f. Is payment into a mitigation bank or in-lieu fee program proposed for
mitigation of impacts? If so, attach the acceptance letter from mitigation bank
or in-lieu fee program.
Yes No
1g. Is the project located in any of NC’s twenty coastal counties. If yes, answer 1h
below. Yes No
1h. Is the project located within a NC DCM Area of Environmental Concern (AEC)? Yes No
2. Project Information
2a. Name of project:
2b. County:
2c. Nearest municipality / town:
2d. Subdivision name:
2e. NCDOT only, T.I.P. or state project no:
3. Owner Information
3a. Name(s) on Recorded Deed:
3b. Deed Book and Page No.
3c. Responsible Party (for LLC if
applicable):
3d. Street address:
3e. City, state, zip:
3f. Telephone no.:
3g. Fax no.:
3h. Email address:
Smith
Wake
Apex
Smith Farms
See attached table and deeds
See attached deeds
Lennar Carolinas, LLC
909 Aviation Pkwy, Ste 700
Morrisville, NC 27560
[phone]
[e-mail]
Page 2
4. Applicant Information (if different from owner)
4a. Applicant is: Agent Other, specify:
4b. Name:
4c. Business name
(if applicable):
4d. Street address:
4e. City, state, zip:
4f. Telephone no.:
4g. Fax no.:
4h. Email address:
5. Agent/Consultant Information (if applicable)
5a. Name:
5b. Business name
(if applicable):
5c. Street address:
5d. City, state, zip:
5e. Telephone no.:
5f. Fax no.:
5g. Email address:
Lennar Carolinas, LLC
Lennar Carolinas
909 Aviation Pkwy, Ste 700
Morrisville, NC 27560
[phone]
[e-mail]
Jim Spangler (Maria Polizzi)
Spangler Environmental Inc.
4338 Bland rd
Raleigh, NC, 27609
[phone]
[e-mail]
Page 3
PCN Form – Version 1.4 January 2009
B. Project Information and Prior Project History
1. Property Identification
1a. Property identification no. (tax PIN or parcel ID):
1b. Site coordinates (in decimal degrees): Latitude:Longitude:
1c. Property size: acres
2. Surface Waters
2a. Name of nearest body of water to proposed project:
2b. Water Quality Classification of nearest receiving water:
2c. River basin:
3. Project Description
3a. Describe the existing conditions on the site and the general land use in the vicinity of the project at the time of this
application:
3b. List the total estimated acreage of all existing wetlands on the property:
3c. List the total estimated linear feet of all existing streams (intermittent and perennial) on the property:
3d. Explain the purpose of the proposed project:
3e. Describe the overall project in detail, including the type of equipment to be used:
4. Jurisdictional Determinations
4a. Have jurisdictional wetland or stream determinations by the
Corps or State been requested or obtained for this property /
project (including all prior phases) in the past?
Yes No Unknown
Comments:
4b. If the Corps made the jurisdictional determination, what type
of determination was made? Preliminary Final
4c. If yes, who delineated the jurisdictional areas?
Name (if known):
Agency/Consultant Company:
Other:
4d. If yes, list the dates of the Corps jurisdictional determinations or State determinations and attach documentation.
5. Project History
5a. Have permits or certifications been requested or obtained for
this project (including all prior phases) in the past? Yes No Unknown
5b. If yes, explain in detail according to “help file” instructions.
6. Future Project Plans
6a. Is this a phased project? Yes No
6b. If yes, explain.
See attached table
-78.5539
230.33
Reedy Branch
WS-IV;NSW
Cape Fear River Basin
The subject property is partially wooded developed with residential structures,barns,sheds,wells,and a dirt road.Ponds associated with historical
agricultural use have been constructed on the property. There is a sanitary sewer easement and an electrical easement in the southwest of the
property. the land use in the general vicinity is a residential or undeveloped.
3.704
The purpose of this project is to construct a residential subdivision on the subject property.
The project is a residential subdivision that will involve grading/earth moving and utility work by using grading and excavating equipment.
Spangler Environmental
Corps delineation verification site visits made on 7/23/14 &3/14/16.A Town of Apex site visit was make on 8/5/14 and the determination was updated
on 9/6/19. Revised PJDs and buffer determinations are attached to this submittal.
A PCN for Phase I of the Smith Farms project (SAW 2014-01347)was submited on 9/20/16,and has since been approved.
This is a portion of a Planned Unit Development (PUD)zoning area.The project has 4 phases.Only Phase 1 has detailed design prepared and
approved. No plans for further development of this PUD beyond what is contained in this submittal have been prepared, submitted, or approved.
35.4364
8,655
Page 4
PCN Form – Version 1.4 January 2009
C. Proposed Impacts Inventory
1. Impacts Summary
1a. Which sections were completed below for your project (check all that apply):
Wetlands Streams – tributaries Buffers Open Waters Pond Construction
2. Wetland Impacts
If there are wetland impacts proposed on the site, then complete this question for each wetland area impacted.
2a.
Wetland impact
number
Permanent (P) or
Temporary (T)
2b.
Type of impact
2c.
Type of wetland
2d.
Forested
2e.
Type of jurisdiction
Corps (404,10) or
DWQ (401, other)
2f.
Area of
impact
(acres)
W1
W2
W3
W4
W5
W6
2g.Total Wetland Impacts:
2h. Comments:
3. Stream Impacts
If there are perennial or intermittent stream impacts (including temporary impacts) proposed on the site, then complete this
question for all stream sites impacted.
3a.
Stream impact
number
Permanent (P) or
Temporary (T)
3b.
Type of impact
3c.
Stream name
3d.
Perennial (PER) or
intermittent (INT)?
3e.
Type of
jurisdiction
3f.
Average
stream
width
(feet)
3g.
Impact
length
(linear
feet)
S1
S2
S3
S4
S5
S6
3h. Total stream and tributary impacts
3i. Comments:
Choose one
Choose one Yes/No -
Yes/No -
Yes/No -
Yes/No -
Yes/No -
Yes/No -
See Attached Tables
Choose one --
See Attached tables
-
-
-
-
-
-
Choose one
Choose one
Choose one
Choose one
Choose one
Choose one
Choose one
Choose one
Choose one
Choose one
-
-
-
-
-
-
Choose one
Choose one
Choose one
Choose one
Choose one
-
-
-
-
-
-
-
-
-
-
Page 5
4. Open Water Impacts
If there are proposed impacts to lakes, ponds, estuaries, tributaries, sounds, the Atlantic Ocean, or any other open water of
the U.S. then individually list all open water impacts below.
4a.
Open water
impact number
Permanent (P) or
Temporary (T)
4b.
Name of waterbody
(if applicable
4c.
Type of impact
4d.
Waterbody
type
4e.
Area of impact (acres)
O1
O2
O3
O4
4f. Total open water impacts
4g. Comments:
5. Pond or Lake Construction
If pond or lake construction proposed, then complete the chart below.
5c.
Wetland Impacts (acres)
5d.
Stream Impacts (feet)
5e.
Upland
(acres)
5a.
Pond ID number
5b.
Proposed use or
purpose of pond
Flooded Filled Excavated Flooded Filled Excavated
P1
P2
5f.Total:
5g. Comments:
5h. Is a dam high hazard permit required? Yes No If yes, permit ID no:
5i. Expected pond surface area (acres):
5j. Size of pond watershed (acres):
5k. Method of construction:
6. Buffer Impacts (for DWQ)
If project will impact a protected riparian buffer, then complete the chart below. If yes, then individually list all buffer impacts
below. If any impacts require mitigation, then you MUST fill out Section D of this form.
6a.Project is in which protected basin? Neuse Tar-Pamlico Catawba Randleman Other:
6b.
Buffer Impact
number –
Permanent (P) or
Temporary (T)
6c.
Reason for impact
6d.
Stream name
6e.
Buffer
mitigation
required?
6f.
Zone 1
impact
(square
feet)
6g.
Zone 2
impact
(square
feet)
B1
B2
B3
B4
B5
B6
6h.Total Buffer Impacts:
6i. Comments:
Choose one Choose
Choose one
Yes/No
See attached tables for a breakdown of buffer impacts and totals.
-
-
-
-
Choose one
Choose one
Choose one
Choose
Choose
Choose
Choose one
-
-
-
-
-
-
Yes/No
Yes/No
Yes/No
Yes/No
Yes/No
)
Page 6
PCN Form – Version 1.4 January 2009
D. Impact Justification and Mitigation
1. Avoidance and Minimization
1a. Specifically describe measures taken to avoid or minimize the proposed impacts in designing project.
1b. Specifically describe measures taken to avoid or minimize the proposed impacts through construction techniques.
2. Compensatory Mitigation for Impacts to Waters of the U.S. or Waters of the State
2a. Does the project require Compensatory Mitigation for
impacts to Waters of the U.S. or Waters of the State?
Yes No
2b. If yes, mitigation is required by (check all that apply): DWQ Corps
2c. If yes, which mitigation option will be used for this
project?
Mitigation bank
Payment to in-lieu fee program
Permittee Responsible Mitigation
3. Complete if Using a Mitigation Bank
3a. Name of Mitigation Bank:
3b. Credits Purchased (attach receipt and letter)
Type:
Type:
Type:
Quantity:
Quantity:
Quantity:
3c. Comments:
4. Complete if Making a Payment to In-lieu Fee Program
4a. Approval letter from in-lieu fee program is attached. Yes
4b. Stream mitigation requested: linear feet
4c. If using stream mitigation, stream temperature:
4d. Buffer mitigation requested (DWQ only): square feet
4e. Riparian wetland mitigation requested: acres
4f. Non-riparian wetland mitigation requested: acres
4g. Coastal (tidal) wetland mitigation requested: acres
4h. Comments:
5. Complete if Using a Permittee Responsible Mitigation Plan
5a. If using a permittee responsible mitigation plan, provide a description of the proposed mitigation plan.
See attached avoidance and minimization narrative.
Sediment and erosion control measures will be implemented in order to control runoff and other discharges from activities to be conducted in the fill
areas.
285
warm
55,795
0.408
496 stream credits, 55795 buffer credits and 0.408 wetland credits have been purchases. Receipts from DMS are attached.
Riparian buffer
Choose one
Choose one
Page 7
6. Buffer Mitigation (State Regulated Riparian Buffer Rules) – required by DWQ
6a. Will the project result in an impact within a protected riparian buffer that requires
buffer mitigation? Yes No
6b. If yes, then identify the square feet of impact to each zone of the riparian buffer that requires mitigation. Calculate the
amount of mitigation required.
Zone
6c.
Reason for impact
6d.
Total impact
(square feet)
Multiplier
6e.
Required mitigation
(square feet)
Zone 1 3 (2 for Catawba)
Zone 2 1.5
6f.Total buffer mitigation required:
6g. If buffer mitigation is required, discuss what type of mitigation is proposed (e.g., payment to private mitigation bank,
permittee responsible riparian buffer restoration, payment into an approved in-lieu fee fund).
6h. Comments:
Total Zone 1 impacts (various) 13,576 40,728
Total Zone 2 impacts (various) 9,185 13,778
54,505
DMS has already received payment for 55,795 credits worth of mitigation,no additional mitigation is required at this time.
See attached table for additional details on the "reasons for impacts".
Page 8
PCN Form – Version 1.4 January 2009
E. Stormwater Management and Diffuse Flow Plan (required by DWQ)
1. Diffuse Flow Plan
1a. Does the project include or is it adjacent to protected riparian buffers identified
within one of the NC Riparian Buffer Protection Rules? Yes No
1b. If yes, then is a diffuse flow plan included? If no, explain why.
Yes No
2. Stormwater Management Plan
2a. What is the overall percent imperviousness of this project? %
2b. Does this project require a Stormwater Management Plan? Yes No
2c. If this project DOES NOT require a Stormwater Management Plan, explain why:
2d. If this project DOES require a Stormwater Management Plan, then provide a brief, narrative description of the plan:
2e. Who will be responsible for the review of the Stormwater Management Plan?
3. Certified Local Government Stormwater Review
3a. In which local government’s jurisdiction is this project?
3b. Which of the following locally-implemented stormwater management programs
apply (check all that apply):
Phase II
NSW
USMP
Water Supply Watershed
Other:
3c. Has the approved Stormwater Management Plan with proof of approval been
attached? Yes No
4. DWQ Stormwater Program Review
4a. Which of the following state-implemented stormwater management programs apply
(check all that apply):
Coastal counties
HQW
ORW
Session Law 2006-246
Other:
4b. Has the approved Stormwater Management Plan with proof of approval been
attached? Yes No
5. DWQ 401 Unit Stormwater Review
5a. Does the Stormwater Management Plan meet the appropriate requirements? Yes No
5b. Have all of the 401 Unit submittal requirements been met? Yes No
Apex
Apex
Page 9
PCN Form – Version 1.4 January 2009
F. Supplementary Information
1. Environmental Documentation (DWQ Requirement)
1a. Does the project involve an expenditure of public (federal/state/local) funds or the
use of public (federal/state) land? Yes No
1b. If you answered “yes” to the above, does the project require preparation of an
environmental document pursuant to the requirements of the National or State
(North Carolina) Environmental Policy Act (NEPA/SEPA)?
Yes No
1c. If you answered “yes” to the above, has the document review been finalized by the
State Clearing House? (If so, attach a copy of the NEPA or SEPA final approval
letter.)
Comments:
Yes No
2. Violations (DWQ Requirement)
2a. Is the site in violation of DWQ Wetland Rules (15A NCAC 2H .0500), Isolated
Wetland Rules (15A NCAC 2H .1300), DWQ Surface Water or Wetland Standards,
or Riparian Buffer Rules (15A NCAC 2B .0200)?
Yes No
2b. Is this an after-the-fact permit application? Yes No
2c. If you answered “yes” to one or both of the above questions, provide an explanation of the violation(s):
3. Cumulative Impacts (DWQ Requirement)
3a. Will this project (based on past and reasonably anticipated future impacts) result in
additional development, which could impact nearby downstream water quality? Yes No
3b. If you answered “yes” to the above, submit a qualitative or quantitative cumulative impact analysis in accordance with the
most recent DWQ policy. If you answered “no,” provide a short narrative description.
4. Sewage Disposal (DWQ Requirement)
4a. Clearly detail the ultimate treatment methods and disposition (non-discharge or discharge) of wastewater generated from
the proposed project, or available capacity of the subject facility. Municipal sanitary sewer will service the subject property.
Page 10
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
5c. If yes, indicate the USFWS Field Office you have contacted.
5d. What data sources did you use to determine whether your site would impact Endangered Species or Designated Critical
Habitat?
6. Essential Fish Habitat (Corps Requirement)
6a. Will this project occur in or near an area designated as essential fish habitat? Yes No
6b. What data sources did you use to determine whether your site would impact Essential Fish Habitat?
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 (e.g., National Historic Trust designation or properties significant in
North Carolina history and archaeology)?
Yes No
7b. What data sources did you use to determine whether your site would impact historic or archeological resources?
8. Flood Zone Designation (Corps Requirement)
8a. Will this project occur in a FEMA-designated 100-year floodplain? Yes No
8b. If yes, explain how project meets FEMA requirements:
8c. What source(s) did you use to make the floodplain determination?
Applicant/Agent's Printed Name
_______________________________
Applicant/Agent's Signature
(Agent's signature is valid only if an authorization
letter from the applicant is provided.)
Date
Raleigh
NCNHP
National Marine Fisheries Service essential fish habitat mapper.
EDR NEPAreport;Apex Historical Society;NC State Historic Preservation Office
While the area that is designated as the project contains portions of the 100 year floodplain,the only development that will occur in the floodplain is the
installation of sanitary sewer utility lines. the installation of the utility lines will adhere to the National Flood Insurance Program Floodplain Management
Requirements published by FEMA.
FEMA flood maps panel #'s 33720072100J and 3720072200J with effective date of May 2,2006.
Maria Polizzi for James Spangler 01-17-2020
Environmental Planning Environmental Permitting Environmental Consulting Environmental Construction Management Expert Testimony
4338 Bland Road Raleigh, N.C. 27609 phone [phone] fax [phone]
TOLL FREE 1-866-SPANGLER www.spanglerenvironmental.com
Avoidance and Minimization Narrative and Explanation of PCN Revisions
Due to modifications to the greenway, additions to the sewer easement and a requirement by the Town of Apex to have
a second crossing in order to access the northwestern corner of the property, slight changes have been made to the
impact maps for Phases 2-4 of the Smith Farms project. The majority of the changes only impact buffers; however, some
stream impacts have varied as well. The purpose of this memo is to highlight all changes that have been made to the
designs and to provide an understanding of why each of these was necessary for the project. Additionally, it is important
to mention that total permanent stream impacts have not increased, and have actually decreased from 283 linear feet
to 261 LF. Similarly, the wetland impacts have been reduced from 0.223 acres of impacts to 0.06 acres.
The first major change is the addition of the second crossing. Originally, a crossing was proposed on Watering Can lane,
which would extend into the NW corner of the property. However, during the Town of Apex’s review of the construction
drawings, they determined that based on UDO section 7.5.4E a second access was necessary to alleviate traffic issues
during peak hours since more than 50 lots were proposed. Because this section of the property can only be accessed by
crossing the stream, another crossing has been added on Rise and Shine Road. Both crossings have been designed with
minimization in mind. The crossing at Watering Can lane is positioned at the location of an existing dirt road and 40 ft
piped crossing underneath. By choosing this location, the total new impacts are reduced by 40 ft, since this area has
been impacted previously. Additionally, the crossing on Rise and Shine Road was situated on a relatively straight stretch
of stream in order to minimize impacts to buffers, and headwalls on both crossings are planned to decrease the width of
the crossings and therefore limit stream impact.
The other major change is the extension of the sewer easement into phases 2-4. On the previous submission there were
no stream impacts related to sewer easements or outfalls, but due to a request from the Town of Apex utility
department, the easements are now extended through this phase to allow for connection to adjacent properties. This
additional section of sewer easement has greatly increased the amount of buffer that will be impacted, and will cause
temporary impacts to streams. No permanent stream impacts will be caused by this extension.
Lastly, the greenway has been adapted since the initial submission, in order to comply with the ADA requirements. This
included adding several switchbacks, which were not included in the original straight shot design. There are no stream
impacts related to the greenway; however, there are slight changes to the buffer impacts.
There have also been a few changes that have reduced stream impacts, which include reducing the listed impacts for
crossings with pre-existing impacts, eliminating impacts from the greenway and eliminating 25 ft. of fill impact to
unnamed stream (stream Q).
To clearly illustrate the differences mentioned above, please see the attached documents which highlight areas of
impact, types of impacts, and a numerical comparison between the permitted impacts and the current impacts.
Additionally, the updated impacts maps are attached.
Page 1111
Stream
Impact #P or T Type of Impact Stream Name Per or INT
Type of
Jurisdiction
Average Stream
Width
Impact length
(LF)
S1 P Culvert
Reedy Creek
(stream O)PER DWQ 7 148
S2 P Culvert
Unnamed
(Stream A)PER DWQ 5 100
S3 P Fill
Unnamed
(Stream Q)INT DWQ 2 25
S4 P Piling
Unnamed
(Stream E)PER DWQ 8 5
S5 P Piling
Unnamed
(Stream A)PER DWQ 5 5
Stream
Impact #P or T Type of Impact Stream Name Per or INT
Type of
Jurisdiction
Average Stream
Width
Impact length
(LF)
1 P Crossing Reedy Branch PER DWQ 7 108
2 P Crossing Unnamed
(Stream A)INT DWQ 5 53
*S3*P Removed / Not
Needed
Unnamed
(Stream Q)INT DWQ 2 -25
*S4*P Removed / Not
Needed
Unnamed
(Stream E)PER DWQ 8 -5
*S5*P Removed / Not
Needed
Unnamed
(Stream A)PER DWQ 5 -5
3 P Crossing Unnamed
(Stream A)INT DWQ 4 100
4 T Sewer Reedy Branch PER DWQ 22 31 Original Impacts
5 T Sewer Unnamed
(Stream A)PER DWQ 12 20 Adjusted Impacts
6 T Sewer Unnamed
(Stream A)INT DWQ 7 34 New Impacts
Current Stream Totals
All Impacts: 346 ft
All Permanent Impacts: 261 ft
Original PCN Impacts: Streams
Current PCN Impacts: Streams
Original Stream Totals
All Impacts: 283 ft
All Permanent Impacts: 283 ft
Page 1212
Buffer
Impact #
Permanent (P) or
Temporary (T)Reason for Impact Stream Name
Buffer
Mitigation
Required?
Zone 1 Impact
(SF)
Zone 2 Impact
(SF)
B1 P Road Crossing Reedy Creek
(Stream O)No 8,000 6,200
B2 P Road Crossing Unnamed
(Stream A)No 6,000 4,000
B3 P Greenway Unnamed
(Stream E)No 300 200
B4 P Greenway Unnamed
(Stream A)No 300 200
B5 P BMP Grading Unnamed
(Stream Q)Yes 2,200 1,450
Sheet # of
Buffer
Impact
Permanent (P) or
Temporary (T)Reason for Impact Stream Name
Buffer
Mitigation
Required?
Zone 1 Impact
(SF)
Zone 2 Impact
(SF)
3 P Stream Crossing Reedy Creek Yes 10,494 6,978
4 P Stream Crossing Unnamed
(Stream A)No 6,282 3,857
5 P Stream Crossing Unnamed
(Stream A)No 6,951 5,341
6 P Greenway Bridge Unnamed
(Stream E)No 1,666 971
7 P SCM Pond Reedy Creek Yes 309 201
8 P SCM Pond Unnamed
(Stream A)Yes 364 243
9 P SCM Pond Unnamed
(Stream E)Yes 300 222
10 P SCM Pond Reedy Creek Yes 386 253
11 P SCM Pond Unnamed
(Stream A)Yes 633 431
12 P SCM Pond Unnamed
(Stream A)Yes 343 210
13 P SCM Pond Unnamed
(Stream E)Yes 306 204
14 P SCM Pond Unnamed
(Stream A)Yes 538 405
15 P SCM Pond Unnamed
(Stream E)Yes 212 239
16 P Sewer Outfall Reedy Creek No 1,874 1,255
17 P Sewer Outfall Unnamed
(Stream E)No 1,805 2,153
18 P Sewer Outfall Unnamed
(Stream E)No 601 5,223
19 P Sewer Outfall Unnamed
(Stream A)No 600 3,574
20 P Sewer Outfall Unnamed
(Stream E)No 448 2,033
21 P Sewer Outfall Unnamed
(Stream E)No 302 1,863
22 P Sewer Outfall Unnamed
(Stream A)No 1,907 2,267
Original PCN Impacts: Buffers
Current PCN Impacts: Buffers
Original Buffer Totals
Zone 1: 16,800 SF
Zone 2: 12,050 SF
Impacts Requiring Mitigation
Zone 1: 13,576
Zone 2: 9,185
Current Buffer Totals
Zone 1: 36,321 SF
Zone 2: 32,582 SF
Zone 3: 132,875 SF
Page 1313
Wetland
Impact #
Permanent (P) or
Temporary (T)Reason for Impact Type of Wetland Impact Area (SF)
W1 P Fill Bottomland
Hardwood 0.223
Wetland
Impact #
Permanent (P) or
Temporary (T)Reason for Impact Type of Wetland Impact Area (SF)
W1 P Sewer Easement Bottomland
Hardwood 1,030
W2 P Grading Bottomland
Hardwood 1,563
0.06
Original PCN Impacts: Wetlands
Current PCN Impacts: Wetlands
Original Wetland
Totals (Acres)
0.223
Current Wetland
Totals (Acres)
Page 114
SMITH FARM FUD
IMPACT MAPS - PHASES 2-4
IJJJ--
-----1- U5 111G"WAY 64
_--------7—I
T---- / a
/
jl
L _
FUTURE
MIXED-U5E
PHA5E
TOTAL BUFFER IMPACTS
ZI-34,616 5�
Z2-3F
Z3 - 1-,5-30,SSB SF
TOTAL LINEAR STREAM IMPACTS
PERMANENT - 261 LF
TEMPORARY - - LF
TOTAL WETLAND IMPACTS
2,593 5F fo.0G AC.)
SHEET INDEX
I
COVER SHEET
2
OVERALL BUFFER IMPACT MAP
3
REEDY BRANCH CREEK CROSSING
4
WATERING CAN LANE STREAM CROSSING
5
RISE AND 5HINE ROAD STREAM CROSSING
G
GREENWAY CREEK CROSSING
7
SCM POND#3 IMPACT
8
SCM POND#4 IMPACT
90
SCM POND #51MPACi
1
SCM POND#G IMPACT
II
SCM POND#7 IMPACT
12
SCM POND #81MPACT
13
SCM POND #91"FACT
14
IM
SCM POND #10 PACT
I5
SCM POND #II IMPACT
G
SEWER OUTFALL BUFFER IMPACTS I
17
SEWER OUTFALL BUFFER IMPACTS 2
8
SEWER OUTFALL BUFFER IMPACTS 3
1 9
SEWER OUTFALL BUFFER IMPACTS 4
20
SEWER OUTFACE BUFFER IMPACTS 5
21
SEWER OUTFALL BUFFER IMPACTS G
22
SEWER OUTFALL BUFFER IMPACTS 7
23
OVERALL STREAM IMPACT MAP
24
EX. STREAM IMPACT I
25
STREAM IMPACT I
2G
EX. STREAM IMPACT 2
27
STREAM IMPACT 2
28
STREAM IMPACT 3
29
TEMPORARY STREAM IMPACT 4
30
TEMPORARY STREAM IMPACT 5
31
TEMPORARY STREAM IMPACT G
32
OVERALL WETLANDS IMPACT MAP
33
WETLAND IMPACTS 1
34
WETLAND IMPACTS 2
o GRAPFIC SCALE aoo
PRELIMINARY PLANS
NOT FOR CONSTRUCTION
U
J
J
EL
w
w
z
ILD
w
�p
a
221 N. SALEM ST.
SUITE 001
PO BOX 1062
APEX, NC 27502
Office: 919-387-1174
Registration: P-0151
www.jonescwasen.wm
IL1
ILJ
^L
L.L
LLJ
0
U
1 1 "=200' 1 PLK I
DECEM13EP 2, 2019
152G

1(?(V � ��
1 / (err,` — —�
c
it /ii s��J
(� D T
r // / �1/�/� i� CL
—
�// ls_ s / �_
' 1' � C7
�,J VO"AY'D A�
/ o - E cR Div ab W E
1 J 2 PRo �oN Is ID P3IN�rA
rz{� /�� //�N� / NOR$ERT AMD LIBT�I RUBA u u O / 0 SEG4441i 505CALE0511 Ef5T W �)
l / /PI}IIIPPA C,�11ER Clfr )PIN 7O r24A /E / V/ 7
I� l YONEYi i N\ r `
o �1 C �7
�lll// w /ll'
f (()1 DF a s ; P o o
11 c
1
O//S
sEA sN,NE RDA
1 *� _\ ��� //j/
�\V��� 7Ne 1 Q O rorA� Bu�ER IMPAc s
sa
�� o P ❑ ❑ ❑ // //J<q
�. `� ❑ ���/ / ( / ZONE IMPACT 36�4PI 6P .0
w
J I) / I l / \ �I \ \ ❑... P O O O / Q ❑ ❑ ❑ HFYi ZONE 21MPA(.T 31,923 SF U
El
S\ \ ONE3IMPA 32,8255F
221 N.44LEM Si
o / / � o °❑ opo° , ///JJ)��1 + � POBOOx1062
APEX, NC 27502
Office 9lon: P-„51
- � 5 f � � 1 �) 5 < � v� � �/1 /�� ,' II � a a o a. 9_. D ❑ / � � ((���� � � 74
aey n�em�: P 0,5,
�-
/)
—
(D
°
f/ s
�rl�d�r v�f �p
t�� (� \� ry ❑ ❑1 �� // LL
it
) )>j o ❑ ° UDR �� v �l/F/ V t� o Q
,// o uo
o o
= L JY)) �\\r��
\\�\n�l I, � J �� �/ /� �A \ I' iaoA o o o ❑ ❑ ❑ ❑ ❑ ❑ �as�. ' ,ti�`~I�9��) `� .f ` z L
r'� ❑❑ ❑ ❑ =fit\ ( Q
\\ Li
I / \ \�`—✓EEC`A fjA�GHER �� F.3 �, O O O i / ^� i�\ o r - Q W
LL
VAVA v ZONE : R dw / mac/ /,- LL Z
LL
s i -r _
J SJ a�
LLJ
�' /f �`� i �i @ // ) P z��-� s c
�Ro ,t i%� f ✓ . /,/:vncA� `� 1 ( l W
�7511--
w`` ` q►' `moo' 1 ( j j �A �� (� o
_ / L'Fa I — Ill
/� ti �
f/ PLK
s tv
v '
�ti� ���—zoo'
7-7
DECEM13EP z, 2019
_I�f/-yK4
/ ill ��\ i, / J ��'� C /� ✓ _� �/� �� E �' \�� /Ir _... / — `.. _ \ RN
GRAPHIC SCALE
�/ PRELIMINARY PLANS
�� PDND i��—////� �VA 2
NOT FOR CONSTRUCTION
1526

RCA
50' TOWN OF APEX
STREAM BUFFER (ZONE 3)
_—----�---- -� IMPACT = 8,7G5 SF
50' ZONE 3 1 III I III=I I=I 11-I I
TOWN of AJEX IIIII= I III= I I I II
1�1- I I I I- III I=1III I I I
STREAM BUFFER _ _ 20' JORDAN LAKE
I III I=I II =I I f I STREAM BUFFER (ZONE 2)
IMPACT = 3,5 15 SF
20' ZONE 2 \\ r III- =IIIII III IIIII III ____---
JORDAN LAKE AA,— — -----
STREAM BUFFER
30' ZONE I
JOKE_
EX. FL AY _
STREAM
PUBLIC DR.
if BUFFER
EASE.
— — — — — — — —
-
30' ZONE I
\
JORDAN LAKE
STREAM
\ \
BUfff�E-F7
DOUBLE BOX \ -
O' ZONE 2
WITh
_ _ _ _C_ULVERT5
JORDAN LA.S,E— / PRECA-S,T,
5TgZkm,13UFFER
1- ADWALL
—
----- ------
-
AL& _—
— — — — — — — — -- ENEPFAF&=-
EX. 40' TOWN \
"EX.
50' ZONE 3
OF CARY
TOWN OF APEX
SANITARY
STREAM BUFFER
SEWER \\
EASEMENT \
---- ,' -
--------------�--'
/►ttr i.-+ / ♦ r
`------------ ------ —,
1
r r r r r r r r r r r r r r r r r
r r r r r r r r r r r r r r r r r/♦ /
r r r r r r r r r r r r r r r r r
r r r r r r r r r r r r r r r r r r r r r r
r/♦♦♦ r♦ 0 4"/
r r r r r r r r r r r r r r♦ r r
r r r r r r r r r r r r r♦ ♦� r r r r r
/ r/ r/ r r r r r r/ r/ r r r
r r r r r r r r r r r r r r r r
/ r/ r r r r r r/ r/ ✓r r r r r r/
r r r r r r r r r r i r r r r r r r r r
r r r r r r r r r r r r r r r
r r r r r r r r r r r\r r r r r r r r
—
r r r r r r r r r r r r
r r r r r r r �t►♦ / r r r 070, r r r r r r
— r r r r r r r r♦ r r r r r r / \
— ---L4,LLOODPL
PUBLIC DR.
EASE. /
�30' JORDAN LAKE TOP Ofk
\STREAM BUFFER (ZONE I) BANK_ — —
I M PACT =-5 7 284 -,U — — —
— REEDY g —
i 5_0' JORDAN LAKE
'STREAM BUFFER (ZONE I) — —
> IMPACT = 5,210 SF --
20' JORDAN LAKE
STREAM BUFFER (ZONE 2)
IMPACT = 3,4.G3 SF
— — — — — — — — — -
50' TOWN OF APEX
STREAM BUFFER (ZO.UE
IMFACT_;��4 SF
\ 20'
\ GREENV.VAY
EASFFKA ENT
5TREAM CR055ING-5UFFER IMPACTS
ZONE IMPACT ®
10.494 5E
ZONE 2IMPAGT ®
6.9--
ZONE 31MPALT
I 1,3G9 51
0 10 20
GRAPHIC SCALE
PRELIMINARY PLANS
NOT FOR CONSTRUCTION
ZH K SALBA sr
SURF OM
PO B000 IW2
OM— 919-M-1174
: "51
_..._
i
N�
0
0
Lu _Z
Q (s)
Q �
� = 3 0
ILI
L ' U
Z �z
Q LLI
LL O U
� � U
Z
(L (3
U) Q
Lu
�jQ o
1 1"=20' 1 PLK 1
DECEM13EP 2, 2019
3
152G

/ 2 �� ✓ // / // .' TOP OF
f/\\BANK
IG298^I-F.-
ey
12< JO AN CAKE // i v // ♦♦ // i �%, Y�
\ "/�(� 49G �� a \ STREAM B FFE�(ZONE/
9510.3 S.F/ / / i //�♦ 1 r `fW �72.G
1 .9 i
—�9�OWP�4f=APEX
\ TREAM BUFFER (ZONE 3)
7 I M PACTc
4-t 5 f I\ / v\
�� \ �--- -�� - �` III ( .� � // ♦' I;' /_/
SUB IC DR./� / 30' JORJ.AN LAKE 3-08 l
��79.4 S.F
/ ` AS STREAM BUf / `ftR (ZO0 1) /
.— — — � /
/ /RPEX / — 1-1 / 1 M PACT/� 3 b I� /
\ /�O' TOWN , .1 / /�♦ / i l BW-27W-27.9 / 01 48.4 S j:
\ -STREAM BU Ei� (ZONE 3) �% (/ (////�
98 IMPAC J 1,9005F
/ AO \ / / / ETAINING 3P
5TP.EAM CRO55ING - BUFFER IMPACT5
ZONE 1 IMPACT ®
1,28251
ZONE 21MPACT ®
Z.-SF
ZONE 31MPACT
8,�63 SF
U
J '
J W
0 a
0
Z_
co E
w W
z
W
.C�
W
APE( He 27302
ol5= 919-M-1174
Rpbfttlon: M51
Gfi)2.0 S.I \ — — ------ f /'� /' AL /# 15
I I l / , / �(/ Z804)5.2 S.f.// UBLIC dR. TW- T)
zo
EASEBW-/2725 i L0
P-','EAM BUPf`ER (`L NE 1)
IMPACT/= G
1 // I�♦ I Hill♦
♦ � PRECAS,,J 1, III -III 1089� 3 S
ION I \
^ ,L A�� AREA // "IlhlAl)75P LL I I \ (ri
' / INCLUDeD IN SEWER �/ / I IIII \ / / ( Q
� Z w
P') // OU�lL ALL IMPACT ,�� (TYPO ,�j I IIII— \\ / O Q Z
-- / \ i ♦ 20' JOR,/AN LAKF// / - _ \ �� /��. 3 l l Q
/ ��,�,s� IIIII I � 2 2 Jl
/ STREA FFER Z E 2 —
Z �o z
IMPdIV�T=2,1(9SF ) // / J\ \ ) l�s / i
--------------- �; \ / / 5 yTOWN O APEX -
^/� STAM BUF R (ZONE/3) i 1 Z
/rl'fv1PACT/ 6,712/!�F // j \ �i / I I \ •• w w
VAS WIOUE3. Dr.
[�TI1
/— — \♦o/�� v�J/ �// ��� // /i�^` �� \ 2 ,� 2 _ , I �l,q IIEASEI o
/!!8 9/ cJ.F, o 10 20 aDECEM13EP 2, 2019
fl
I GRAPHIC SCALE
IMPAVokEA / �/ i SCI(il
INCLUOT' P IN POND / P�J�� -� #� / ! I J 49G .0 S.F. \ PRELIMINARY PLANS
= — --� j'/#8 IMP / / � / I NOT FOR CONSTRUCTION 4
_ (SEE SI�ET /2) / ,� / / \ _
p \ ti 86 152G

/!�85 S.F. 7.
Jo 4
140r IkTTNANCE O �� �/J
/LEVEL
/30 -10RDAN'�eISE _ _� l
y -• / / / / / `, RP M BUFFER vphlf n _ \
5
low
4.6 S.F. 59G5.9 S.F. i /� // /li I -49 ■■� -- 30�Z� 1
J / / 20%J6RDAN EKE `� / ,30k J&DkM-L'8 �' JORDAN L6Kf -
_ 1 STREAM BUFFER /
STREAM BU �Ef� (ZONE j STREAM
/ "`• M (ZONES 1) IMPA T =
/ IMPAC-T = 2, 1 92 S� BUFF f� /
/ 29 / / / / / \\ J� I ' / / 3\555 --�— 20r—pNE 2
4 JO DAN LAKES
WPEAM
/ ,�\� 9177.2 S.F. O�
/ 0 og / , / (
STREAM CR055ING-BUFFER IMFACTS
ZONE I IMPACT ®
6 951 SF
ZONE 2 IMPACT ®
5,341 SF
ZONE 3IMPAGT
05F
U
J 'c
J
� aW
C7 �
Z
Co W o
z
Lu
W
w V
I�
L5
A;;(NC 2M
015= 919-M-1174
Rpbfttlon: M51
20' JORDAN LAKE �' ���� // / 1 �i o Z
/ STREAM BUFFER (ZON 2 i / / / O1 JOI�DA/ N
� v� � N LAKE
/ IMPACT = 32 SF / / / \ STRIIAM BU'rER (ZONE 2 o (�
/YiV1PACT = 280 SF / /LLJ
WA O
632
314
LLJ
/ / / — — / / / l i� ♦♦;j / \� ��\ 13349 � S.F. ) Q
THE / / / : DR. EASE: �� / Q Z p
-- PROTECTION LL O Q
FENCE (TYP '
Lu
♦♦BAD / /-277�/
/262.0 / / / i �// / / 2�W-27,4.0 ` Q /
LLJ
_ \ ,
29'�ORDAN LAKE // J i / //// i / // 9023. 1 ,..f . \ �' // (f o W
STKEAM�3UFFER (ZONE 2) / / , , / / / Q [�
j
� //
IMH`ACT = 837 SF o —
I "=20' PLK
/ �; ////pDECEMBER 2, 2019
/ 1 /
/
0 10 20 40 XW-277�2
BW-j 5.3 12 ��
i _ /
RCA_--- WIDTV/ GRAPHIC SCALE
7�)C) fRA c, F // : / iR npi
PRELIMINARY PLANS 5
NOT FOR CONSTRUCTION
152G

I V
I I I
�, `�\ r l I i i // ofl; I 960 .9 S.
I
I 1 Il // / l� IMPACT AREeINCLUD D,-ON I 1
i \ \ `r \ \\ I I \\ ^ //� I \ SEWER OLfiFALL 1 ACT I 1
i
(SEE PIViEET )
/ ,lli 11 � �.�'=•_ \ 1 I � \—���\I\ � ; � � , \ \ \
/ / l I li l l / �\ '=- • } , c3 1 \ � y \ \I I I I I I
Itlll% fl llI / \� Icy\ \ I IIIIII ; I\ \ ; I 29
l l a\5OWN F APEX
% II I II IIItI! +I / i11640.5 \ F. ( ) I ?\ I➢Q j.
IMP T= 2,y96 �FIt \
I 1
F� \ 1 I \ I I 00, O o_ I /
1Q
%
IIIII\ \ �\ ✓\/ / / /� / / / h
\ \TOP Of \ I `\ 1 ) \i � / / I i / (/ / / \
l 20�J0KV N LAKE `� 1 I / 11 I , \ 9444.8\S.F. \ 1
STRE�vI BUFFER (ZONE 2)/ f ` BANS 1jll I \ I (
/ / I 1gI`_AGT_ 409 SF
30/JOR,AM LAKE
/ STRE BU F R (ZONE I) , X� \
I � C /� 68I SF / / /� ����AM UFjF�R/(Z NE/ I,�, / / l I ;e:•;.. \ `�
T I I�AT/= 93DSF�'/\—
I l / / ' // / % / _�-I- - % l; — — P ° \I z� �• .tee
! i II 1 I I Ill//(/ ���L—� ��� �\ ���.• =�°= I - I � �:;: •:1=:-��°=:%.°. I �
iTn
A
IfI/ \� �' \ I cJOIIJ�RD IN 1_4 \ i \ 50' T N OF APEX \\ \
/ UFF (ZO T �E�, — NE 2) � �\TREAM BU E� (ZONE 3)
i \ i
INAP 5 S� i ` \i 1 \ 1PACT = 3, 12-1 SF
I BW-263.0
/10704.? S.F.
r.
// 'T/ACT A EA INCLUDED ON
1 / /SEWER UTFALL'IMPACT
1 (SE�SIrET 17) /� I cr)l �'�i TW-2162.0
/ i BW-P56.0//
TOP Cl\ / /
BAN \ / i I �Di
It
TW 00 254.
/ / d
/
/
AN
n
GREENWAY-5UFFER IMFACT5
ZONE I IMPACT ®
1.665 5F
ZONE 2 IMFAa Up
9 1 SF
ZONE 3IMFAUgo
5,21�SF
I
' I I
I I
1 I �
- o Io zo no
1 \VA GRAPHIC SCALE
I PU
PRELIMINARY PLANS
NOT FOR CONSTRUCTION
U
J
J W
a
Z
p�
W
E W
Z
w
lip
:E
.SURF ODI
PO BODC IW2
APEX 1x27302
001— 919-M-1174
"51
I
N�
�zo
0
ILJ
Q Z
L Z CZ
LLJ
LLp
_ � U
LLJ
~> Q
LU
ILI
a
Q°
_ �°
1 "=20' PLK
DECEMBEP 2, 201 9
G
152G

ht9P 1 13/2.05.f.
N N ` \ ` AREA-- PARK
5cMM
A
�\ YARD INLET
(TYP.)
,../ / 50' TOWN OF APEX—
— — — — — — \ XTREAM BUFFER (ZONE 37r,
— \ / IMPACT = 51 1 51'
20' JORDAN LAKE
RCA STREAM BUFFER (ZONE 2)
IMPACT = 201 SF
IMPACT AREA INCLUDED 30' JORDAN LAKE
\ IN REEDY BRANCH CREEK STREAM BUFFER (ZONE 1) I
CROSSING IMPACT IMPACT = 309 SF
\ (SEE SHEET 3) --�
\ --------------
S�A�A4
20 0
GRAPHIC SCALE
PRELIMINARY PLANS
NOT FOR CONSTRUCTION
i�
_.SURE OM _..
POBODC1W2
APEX HC27302
ol5= 919-M-1174
Rpbfttlon: M51
wwwJawao�mm
l�
N�
�z.
z.
LU
0) o
Q8
�L3 U
Z �
Q
L
Q �
tL z o
0 z
L �
0
��
::) U
T
LLJ
tn I
Q°
1 "=20' 1 PLK
DECEMBEP 2, 201 9
7
152G

//%// 1 5" RCP
o== N
/
�0��/O=
/ / /
I / cTCH4 25 BA5fN (TYP/.)///MPACT AVA/ I
/
INCLI/DED IN / / ; I I I I/ 6" RCP
SEWER QUTFALL IMPACT / // I 111579.8IS.F. I /
(5v 5HEET/17) / l / I I I //I/ //\\ 27
I /I
/ /
4
1 1 57 .4 S.F.1 \
U
J
J W
0 a
Q
z
Co w E
z W
w
I�
L5
POBM112
ARK HC2M
011lm 91%W-1174
pAgbft m: "51
LLJz,
SCM \ \ \ 13397.3 5 Q
/ I / /'� Q
/20' JORDAN LAK
STEAM BUFFER (ZO 2) RISR LL_ I '
,I IMPACT = 243 S '�� ��\\-- I-- — J �, 0
Ln 0
-- , —
// / DI5CHAR___
G� 1 1� \\ l �,��� �Ni i / — —
TO EX./
CHAN41-LLJ
--
// Yi / / o
50' TOWN OF AP�C—
/ / /'�TREAM BUFFER (ZONI E) I \ =zo PLK
I IMPACT = GOG 51A
I / 1/ / 1 pDECEMBER 2, 2019
o io zo
30' J9RDAN LAKE / 11 /) GRAPHIC SCALE
/ STREAM/BUFFER (ZONE 1)/ /
IMPACT = 3G4 SF / PRELIMINARY PLANS
(� ^ \ NOT FOR CONSTRUCTION 8
1526

-36
300
I5uFFE222 5F � �'�— � — —
IMPACT
SEWEROc
(SfEE
50_VWN C(F APEX
S�KEAM\PUFFER`(ZONE 3)
IMP��T\= G84\5F
/
/
RISER
1 / ; I/�I I I� I !p� Il / � l ► / � / /
I I TbP oF�
I SANK
I I
/ I \ IMPAd AREA I apDEO IN
SEARIOUTIF LL IIMPAC-T,/
E EIET I\8) \i \ I /\ \ Uu. 1 \ \ 1
1L1 1 \ I 1 R TAININGI
9 i / 1 �� �LL#I71 i
cr) I
�\ � \\ \ i \I I Q 1l s
/�\ \� o �, I A Icess IEasE
TV
-274.6 I I
B-272.P
qW-27
---4/ 13� I I I
/ J,1 Il i II 1 I I 1 I �.jI I II
TW-270.� /
BW-269.5
bba&.!5�5.F.
POND #5 - BUFFER IMPACT5
ZONE I IMPACT ®
3O05F
ZONE 2IMPALT ®
2225E
ZONE 3IMPALT
68451
0 10 20 40
GRAPHIC SCALE
PRELIMINARY PLANS
`l NOT FOR CONSTRUCTION
L5
ZH K SALBA sr
SURE OM
PO eoz IM2
APEX Mc 27302
OM— 919-M-1174
"51
w
Q
L
� z
Q
L
Q z
LL 0
L-
Q
m
w
Q
U
L
Q
z
0
U
1 1"=20' 1 PLK 1
DECEM13EP 2, 2019
9
152G

I/ \� / / /REIAINIi�\\ --
2 / /COM�IN�T/0�J
/ 74/ 9.6 F. I li -NEE ko EtTIP�J
E \ )I ` ACCESS EASEMEhT \ RCA
0 SAT 1-1
BA
r5IN Ty
J 2 /CBI A04�.8�'.F.I / / i // / �� ' � ICI\\ \ `\ \\ V—/
RETAINING WALV#2
MALNUNANGf EASE.
I_ _/
P STORM / \/ \/\ i ' SCM
RETAINING/\
r �n
/ 783 .6 5.�. / / �r I �JI I / r,\ ! /� \\ � I \\/' )� 50' TOWN OT r EX
/ I I \ `�` RISER STREAM BUFFER (ZONE 3)
IMPACT = 542 SF____�
� � /ice
'
DISCIIARG� ��
TO
Cl;14NEL
64
260 / I
3:1
I \�-- —
SLOPE /20' JORDAN LAE��`
\ 1� TW-268.0 / STREAM BUFFER/
�� (ZONE 2) IMPACT
BW-258.0 253 SF
I ) ) \ \
5"TOA UTIILITY \ ) \\ \\ \ \ \ \� f ` // l / / %LTor OF
STRIP (TYF.) \ \ \ .SANK
KTAII)JING // //' /
/ ALIT# I ) , / j / / /,301' JORDAN CAS /
RF/YAIN NG y�� / / /I / i (ZONE Q IMPACT J/
WALL 12 / // / I/� 1 I = 3N SF
/
11897.0 S.F.
POND #6 - BUFFER IMPACTS
ZONE I IMPACT ®
3865F
ZONE 2 IMPACT ®
253 51
ZONE 3 IMPACT10
1 542 SF
0 10 20 40
GRAPHIC SCALE
PRELIMINARY PLANS
NOT FOR CONSTRUCTION
U
J
J W
� a
0
Z
Co W o
z W
w
0)
L5
ro & &2
APEX NC 27502
ol5= 919-M-1174
Rpbfttlon: M51
l
N�
�zo
0
ILJ It
Q�
pL U
L z `L
L
Q —
Q L �
ILz o
-L
z
L
� U
Lu
Q °
1 "=20' PLK
DECEM13EP 2, 2019
10
152G

IMPACT AREA-WC-tUDED IN / �'/
5EWER OUTFALL IMPACT ��i"I � 1 RETA NING
O / 4 (5EE 5HEET 22) / ' % / WALL #8/
I �� ��j �� •�� �,,- / / 1
OAS a
Jo DAN LAK / > 0)
5 EAM 6UFFER (7/ONE y / 4/
)IMPl�CT=ZO 5F -0
ITOA
Al
i r
\ AO �pS�M J / / 3(/ 16RD N LAY�E
\ / 5T 9'(vl BUFFER ENE/
I —
\5 / I )` PACT = 32 15E 20' JOfDAN LAW
15TREAMbUFFER ( NE
1 2) IMCT = 22�/fiF
131 27.E
529
RISER // I I I I
SCM #7 I I \
T111
\ P ECTION / / \\ \ / I 1RCA 1 1
\NCE (TYP.) / �� •� / \ 1 �\ 11 I N
\ \ 41)
30'JORDPNl�LAKE REAM BUFFE(Z (ZO�t`J.IMPACT =1 12 5
ly*'
�/ \ ♦� / a I I I / TREE
\ ♦�♦♦��// // // f I 1 I // /PROTECTIQW
ONE I C ♦♦� <, /i , / 5F ��
i �♦� /J /��i / / /: _ �i I I I / / / / l
VAR. WIDT
\ 20 / t1—
PUB. DR.
EASE.
Jn� i
——I
Joo
C3;3'4P7.9S—— vE
WE-R
li/ 1 A11 v/-P
1 17.3 S.F.
/ 1
425/5.0 S.F.
I
/
/
4255,,C S.F.
i
—DR P INLET
I(TYP.)
I ,
42�5.0 S.F.
II
1
425�.0 S.F.
I'
4255.05.1'.
'I
I
\
25
/
4255.0 j F
1
U
I
N
RCP STiORM
/
DRAIN/(TYP.)
2�
42�5.OS. H.
/4255-Qj.
4G95.96 F
• - � A,yAyA4
Illll��i�llll
2 3 0 0 o ao
GRAPHIC SCALE
D2 2 // PRELIMINARY PLANS
/ NOT FOR CONSTRUCTION
U
J
J W
L
C7
Z_
pb W
E
z W
w
W
i"i
_.s5w o—� _..
PO eoz msz
APEX HC27302
011lm 919-M-1174
��: "51
-AWJ—
I o
N�
�zo
0
w�
Q°
�L3 U
LL Z L
Q —
Q L �
LL z Q
- z
LL
�� 0
�m
� U
w
Q °
1 "=20' 1 PLK
DECEMBEP 2, 2019
II
I52G

1
�
v
J
c
9L
)I 2G62.0 S.F.
'
Z
/PUBLIC Dip,.
/ � I I \
/ `�
Ca
w
E
i--
112 12.6�5 _
/ \
.
/ ; EASE
i I 4f
_I \
/ /'
W
rn
W
_
Lu
`o
\ / \ i / ♦♦ �� PRECAST / I /
TREE I Oc _ � I
PROTECTION ,• ^ /.L /�� /' �� 11�AID)
P
POND #8 -BUFFER. IMPACT5
ZONE I IMPACT ®
3435E
ZONE 2IMPACT up2105E
ZONE 3I-ACT
8,584 5F
C
SURE 0M
-------------- L — .
IMP fC AREA INCL ED IN / / `� PEXHC2O BOX 5z
--------_ / .' // /I WAf$IfNGCAN EIMPACT / ----------------- dl1m 919.i®-7174
(5EE 5H 4)
IMPACT AREA INCLUDED IN
\ \ I TOP OF 5EWER OUTFALL IMPACT /�I///\
\ BANK (5EE 5HEET 20) / // \,P�
r� s�—fit r
r}sy rr� n��T�► j / / / 0�,.(�,�0 P� �\�/ P / / r '
♦ \ 36�6RDAN LAKE
STREAM BUF o
(ZONE 1)I'A = �// pF W
--------------------------------------------- - / Q
20' JORDAN,4p\ / 0/ —I `JC4A
STREAM 207ER / Q�C — #� // / i L U
(ZONE WIDAPACT =/ / P '/ // I /
\ ♦ / 50' TOWN OF APX I ,� /
/ / ^ \ \ ♦ i / / 5TREAM l3FFER / / / / / �� / �� /�� VAR. Wl LL L
(ZONE-3)MPACT -/ — // / /// i' PUB/VI �(ztlz
/ \I i ♦ — — / 8,584 SF / _ �6 / // / / !` / / .' FrASE. LL O Q
505G.2 S.F. �_ 0
�� /,�' / r .y/ 4752.25.
' / / `� LLJ
\\ I I 1\ ( RISER
7.0 RETAINING \ �\ e �\\ / Q °
6.5 WALL 3 / // ` I / 47` °
PLK
39G1 � � Io zo ao
�\\ \ ` / pDECEMBER 2, 2019
/ 11 \� \ '\ ` 4 GRAPHIC SCALE
124
S O 5 %4.4 S.F.
286 / q� / 3 9 \� / � PRELIMINARY PLANS
\ / NOT FOR CONSTRUCTION 12
30 G 1 1.0 5.�. / I( ` �� z
1526

I \ \ I
I I\ I /X��
1 08,�2.7 S.F.
50,S
l I Y I1VT�A�T A INCLUDED A
A ( SEWER O�l`F\ALL IMF%CTI—
/\�� (SEE 5119�T 20) `y- \k I I\ —
�
\
\\ I �
PtX
btREAAM BUi fE (lE 3)
=- - - - - - - - - - -
�./ C/�/ //�'� IM��C�T AREA INCaJDED Ipl—
/ CES //ER OUTFAL-,fMPAOT \�
EAS
-'� ---/ /\/
RCA
IIMPAC,�-4,67,65���\
/ l � � Il )� \�i�—mil-- — � � �•
rnl0 1
��_1t• is
i6
a 1
_ 1 1
20',1S]�DPcN'tAF�E
STkTAM BUFFER(ZONE 2)
\ IMPACT = 204 S_F__ /f
30' JORDAN LAKE
SZREAM BUFFER (ZONE 1)
IMPACT = 30G SF
i
POND ,19-BUFFEP. IMPACT5
ZONE I IMPACT ®
305 51
ZONE 2IMPACT ®
20451
ZONE 3 -ACgo
4,- SF
I
0 10 20 40
GRAPHIC SCALE
PRELIMINARY PLANS
NOT FOR CONSTRUCTION
U
J 'c
J cc
a
z
Co Lu E
W W
z c
w
I�
.C�
W
3
ZH w 51LLBA ST.
SURE OM
PO BODC IW2
APEX Mc 27302
OM— 919-M-1174
"51
Z
�_j
L
U
L
Q
0
U
1 1"=20' 1 PLK 1
DECEM13EP 2, 2019
13
152G

1 31 27.& S.F.
529 It
P TECTION / / \�
NCE (TYP.)
l/c /--
/ 1 `
POND #10-BUFFER IMPACTS
ZONE IMPACT ®
53Ell
ZONE 21MPACT ®
405 5F
ZONE 31MPACT
0 SF
-306.0
-3Q4.0 / 25 TY�B C
/ LAND,SCAP %BUFFER / / / CATCH
SIN Mti .)
/ TW-3Si4.0 / 0\. ' i� RtTAIN NG �
WALL �5/ 1 'too
52
//' 3f0 RAN LAKE I i ♦•'1 ////
/ / / / 5;FREAM BUFFET$ (ZONE I l ••' J j //
10E F 957.S.. I) IMPACT = 53 SF
i—E:4-
el / 20' JO�D LAKE
/ / I / / — ✓ / / //f 5TREAM PER (ZONE y� �=-�j
2) IMP T - 405 SF) \ 4 '• / /
/ �8S.F. 5 S
/ ( //ANa '
I S E�SEIvk> NT / / ol
� /a
Az
PR
/ I --
r�\�\� —/ y��� --�i� / j//' ��— 1 14/5.9 S.F. /
/�
, IM ACiAREA INCLUDED jORDAN L6K� 3 16 I / / /
11 P115E AND 5HINE EAM� o 0 o ao
\ROAD IMPACT 5TR/ /
BUFFFI�__- GHIC SCALE
1_----- 2 20 pNE / / / / \
RAP
JO DAN LAKE^ /// / 11896.0 S/.F./ /
i
5 REAM/ PRELIMINARY PLANS
9 177.2 .F. �p / /„ NOT FOR CONSTRUCTION
/ S��/ / / I I ve / / (/ / I 1 J� 15 / / / / / ,.
U
J
J W
0-
a
C7 �
z
Co w m
z
z W
w
.C�
W
Po Boot tosz
APEX NC 27302
gllx 919.3®-1174
Rpbfttlon: M51
�r
I o
N�
zo
LLJ
n� zo
�1 1 0
p L U
L 1 L
�Q �
L O
�z
0 0
L Ln z
0
ILI
Q °
1 "=20' PLK
DECEMBER 2, 201 9
14
152G

5 8
—F
112585. S.F. 1
5 ��''— � / / ! / �/ \ // ' _J
/cn
I II IIII I+ II ► \\ I I \ I IA-3. 1 5.F f �\
IIIIII 11 ; I II , I I , IX
I I I IIIIII I' INCLII�kcy I��ffal I�Deb1\ N RI TrI�I�TL I 15 S.F.\ CATCH
IIMI \BASIN (TYP—.)
/o
Ov// \I I \\ 90
I I I I I I I I � IIIIII III I III III 3Q, -�oA SANS \► � \ � \ � , I / � � \ �� � : � /
I I IIIII 1 I`II I I II III ( III I I \ R EA5�- I _ \ 1\ \\ 507
vAR. wID
80.3 sPUB.
l 05
EASE.I \
� 5 /
jCM#1\I,
1835.4_
I, I I I I II I Ioc
II
111\ /IIIII i 1� IIIIII (I I (1 I\ 1 I► ' 56-,p N OF
STREAM BINXER I, L 3)\
\IMPA � _ �, 18 �F \ III e• �,��` \ / // /\
III I I III IIIIIIII \\\ y l \ � .IFS • / I / / 1
( III IIIII; III III II \` \� I� \ ; \ �� ; / / 564 75l15.45.
11 \ I I III III II II \ 1\I h \ I 18 cP
AC�cE55 EA
1 1� I III III(, II IIIII I I /� � R\ LAKE SEMEN
II I \ \ 1 111 II IIIII I I STRE/ M �L (ZONE 1) i �{ \ \ RIP -RAP OIYCH
'1 II I I I 1 I I II II IIIII I I IVAPAT 3\ SF I, \ \ \ TO ¢11XN lEL
50G
20 \J5R AN LAK/
I :• yI
565 `
'703VRE MBL?F ER (ZO E 137,5.�SF.In�P�cT 14 239
POND #II-6UPEEK IMPACT5
ZONE I IMPACT ®
31251
ZONE 2IMPACT ®
2395P
ZONE 31MP- EM
:, SP
I � \ IIIII \III I ;III ► I ► �,` � \ ,\ > �'� � , , y\ I I ' I I I f ( / r/ - / �.: � I
I I I \ ►I I I \IIII II I I \ ; II I IV � I I I I I I ' I ( I I I 1 ' _r /a. I
\\ 1 ' \ IIIII v IIIII I
I
--
0 10 20 40
MPACT df+A /FL DED Ik
SEWER/oc LMPAC
< (Es�T o)GAHIC SCALE� :5(S67 1 14.7
\\ I I I I I I I I I I 1 1 I /^ /, I X I I I I I I I I I I0� I I �I ll
PRELIMINARY PLANS i NOT FOR CONSTRUCTION I \/ I I I I 0
II \l I \III I I IIIII \ i� �\ \ \ 1 I ✓ �\\ y I \ \\ \\I f"IbI ) I 19157 .5 F.
U
J '
J W
� a
C7
Z
Co w E
z io
Z
w
.C�
WCC
.4
SURE OM
POBODC1M2
APEX 1x27302
015= 919-M-1174
RpIvIntlon: M51
wwwJawao�mm
I o
N�
�zo
zo
LLJ
No
�L3 U
L 1 L
z
Q —
L _
�z
0 0
L En z
0
ILJ
Q°
0 1 "=20' PLK
DECEMBI 2, 2019
15
152G

15W-253.0 .---�-------
----WALL#I
— — — -
\ \ - -
------------------------- - -
— — — — — — — — — —
�/� \
— — — — — — — — — — — — — ——
EX. FLOODPLAIN
l lQ �l l
�
/
)
—
1/�/,EZLANDS
- flllllllllll
Tr_,L, ♦ ♦ ♦ ♦
I \
,
r♦r♦r♦rr.�!'r
�I I I I I��� ��
_ _
50' TOWN OF AP
_ ��`
������ I lI11 50'ZONE3
� TOWN OF APEX
I /
I
STREAM BUFFER (ZPNE 3)
� I II I / STREAM BUFFER
_ I
IMPACT = I ,G2/2 SF
I
-I I I I II �
-
---
20',d6RDAN LAKE
------ JORDAN
FER
STREAV BUFFER (ZONE 2)
IMPACT = G42 SF
_ —
30' ZONE I -
/ /
- —
/ JORDAN LAKE
\—
STREAM
30' JORDAN LAKE
—
STRAAM BlYffER (ZONE I }
BUFFER—
/
\
/IMPACTS 9545E /��\---
-----_-----,=--�— N--�—_—
_
— :-- REEDYBRANCH CREEK�—
I
ZONE
30' I—
_,5T<EAM BUFFER (ZON �I Y
J
/
/—
TOP OF \
-
JORDAN LAKE
-
IMPACT = 92
BANK \
STREAM
BUFFER_
\,� �� ,/��
—
20 LAKE ��
_ —��
— — _
----__
O'ZONE 2
/
STREAM BUFFEP/ZONE 2) /
ORDAN LAKE
IMPACT =IG 13 SF /
EAM BUFFER _
i
, , _
\�
/ 50' TOM—O.P APEX
5
/
/ I STREAM BUFFER (ZONE 3)
,
TQ ,
\ —
IMPACT = 851 SF—
♦1�♦1����j��u��rl�
F2 F♦_..�—��
, r, r r r r r rl r r r r♦ r, r, r
♦♦♦ r r♦ r ♦L,. ♦ r♦ r r r r r r
r, r r r r r r r♦ r i sj r r, r-------------
♦♦♦ r r r r♦ r♦ r r♦ r r r♦♦♦
/
\
, r r r r r r r r �r ♦ r r r r r
r, r r r r r r r r r♦ r r r r r, r, r r r
/
♦ r r ♦ r ♦ r ♦ v ♦\.. r=♦s— i_
�—♦�_ .� — ,--r ..� ♦ r � r r r r r ♦ v ♦7 � r r r ♦ — — —
/ �,
— —
—��
—
rrrrrr�♦►♦�T�rrr, r,rrrrr r♦r♦rr�J��L, r, iv�rrr
/
� rrT i ♦ r ♦ r r ♦ 71r r ♦ ♦ ♦ ♦ ♦ r ♦ r r ♦ r ♦ r ♦ A ♦ I-♦ ♦ ♦ ♦ i /�'{A r�=♦ r
\f Tip
/
r r r r r r♦ r r r .� r, r, r r r r r r♦ r♦ r♦ r r , r,♦, r, r r r .r♦ r �r r--r "�
/
t I� 1 ♦� 1 /� .L♦ 1 .L♦ l .�♦ J- ♦—F �- I—♦\ �- /—/ �- ♦—♦ t I—♦ j III----♦♦ -r r-♦ ti-�'�S t r-♦
r ♦ r ♦ r , r , r`( r , r rF yr r ♦ r ♦ r ♦ r , r %r , r , r �r� r r ♦ r ♦ r ♦ h, r ,
i �I
\
\
// //
r ♦ ♦ ♦ ♦ ♦ ♦ ♦ ♦ ♦ ♦ J—'i', r ♦ r ♦ r ♦ ♦ ♦ � ♦ r , r ♦ r ♦ I ♦ I ♦VI ♦ I ♦
♦ \, WETLANDS. 1 o 1Q o qo
\
\
/ /
/ /
♦ r r r r r r .� r r (TY'P.� r, r, , r, r♦ r r r r
/ /
\
GRAPHIC SCALE
/ �
♦ ♦ ♦ ♦ ♦ ♦ ♦ ♦ ♦ ♦ ♦ ♦ ♦
\
\ / ♦ /------_♦
PRELIMINARY PLANS
NOT FOR CONSTRUCTION
i
U
J
J W
a
0
Z
ca W o
z W
W
w50
lip 0)
.C�
W
.5
PO BOX IW2
APE( HC 27302
OBI— 919-M-1174
R�BW�tlon: M51
l
N � _
01
W � �
Q U
L 3 L
L
Z [V
L L-
LL0 m
Ui J
Q
m
� O
W
W^^ LU
�^
QO
O
1 "=20' PLK
DECEM13ER 2, 201 9
I
152G

NcC ED����\ '��\�� �\'=`;•. �. /' \ s
/ — ! / / / \ I I I I \ �P�SENw Y IMP�,CT // . :. \ .; i� CL
0- io
l 11 II \ �I I I I \ \ _
2 J�*ANjLAKE\ III= III—IIV \\ \\
STREAN\UfF ONE ; — —IIII y I \ 20' PU IC W m
i III IIII \ I \ \ i I 2GODR. E sE. W
— \ Ti1K-2G3.5 C7
! / / / / / / / , p/ , IIII BW/2G3.0 /10704.3S.f. ® z
/ // 050' T N Ok APEX j III —
� W V
/j SfE Bump (ZON 1 ' II II�� I I P
r
, IIII II I I iii
DR
wY5.0 /lip6/ \ Al
c
I UBEB
�. o>�l /��TAN Iff— /b FII 2�G0.0/9 BW254
u=J
/ ; / / / -/�j // /���/�// / / I IIII III / �I `NQVJ�5
/ 1 I7 0.2 F. / .1� -• N
r�\ j I / WALL # IlG/ es°I // I I -26�q 2G.o /
l f -- IIIII
—
\ III I I f l 2 5
6
sun =
ro Soot I=
ARK Mc vsos
oNlm %9-M-1174
\ �III�IIII i I 1
// / \ 1— , / 7 / I II II , 1102 .G S.� / w
\ �' \ ,j�/ " I / \ / / / IIIII // / / / -i / I
/ I I I Q / 1
w \-7II/ C273i /
27,
\ \ � l I / / ! ' / / � / \/ �/ / / / IIIII ; / / •- / / 4
I/� 113 9. S.F I I Q o HOA W
15" CP
1Afil� � % I I / /l l 1 I I I I IR�M POK Q ° U
;I / \; I / �r ,/ J� o=�= / ��IIIII
//// J/// \ / / / / / // o �°T�,z smJ III=fII, I ,cz
/40
// —
/ LLJ
VAR. WIDVl i I Q �
BASNCH )\ 1 PEASE.1
. I 26 I J LL
% \ l O 262 [L IL
G07G9 5F
...LL
z Q �
; / ////► , �• 1 / ego \
I I / , / // I / ,/ , / I o \ \ I Q
III l l I l % //// \ � ( ( 1 ,t I / ; /
---
1/,! m
II l/l / f'/ l /Ill � I I /� / /// / i / IIIII IIIII= / r � I \ � ��.- -•_• � �
/IIIII IIII=
/IIII==} / \ II5A8.4S.F.\ \ �� W
1 — 1IICIV,/ / / / �` / 2 — W
AIIIII 111 1III
! \ // /// / / / / / // � �- �;� / IIIII—IIIII= / / / / / \ I \ I \ \h• � '� _ � ` �
Q °
01
Ky//\// / / �11/ I 1 I SCM \ \ `\ �\ \\ 13397.35.F�i�/ ---�—� ��
IIII III I #4
�IIIIJ� �5 0 o so DECEM13EP 2, 2019
IIII —
// o
/ I11 I III I _I A'9 5.F_ — 9485.2
�NC UDED INPOND RJR
I / \� / /— — — —� GRAPHIC SCALE
/IIII (sEe sryEET 8)
/j
PRELIMINARY PLANS 17
oISCHAROf I �� \ j��� — — — — — — /i' \ I NOT FOR CONSTRUCTION 152G
5EWER OUTFALL - 6UFFEK IMPACr5
ZONE 1 Im- ®
05F
ZONE 2Im- ®
-5F
ZONE 3IMFAa
1�,5655F

= o
Y I .7JZPACT=1,985f
J MPACT = 1,398 SF
J
J/ l;11
/NIM CT R CUD1N
'�Pr#51\A
rOND
ICI III
l/ // // � mil�IIIII V I / I ; / \ ��
/ / J I III IIIIIII /1 / \ \/ \\\� ,
/-1 M�A
r�
'l�/IIII IIIIIIIII IIIII I I /
��) / // f �/ �� �// /4;/ 111� I"I TVANKF
/ /II III 11I \ r \ \
5TI \� �o SF �,
\ MAI TH CAENTr��� � ��
TIN: Q72�-02-36�
ZONED\ P.-80 \ \ 7
/ UJE: 511 GLE IFM \ \ \ I I l II I II ;` i 111I I d / �I I / J \ /� Sil
IIII I
—
\—'��—��y II I iu II I
l Ji' ���Jl / AN �
F5BE3O;th %)
IfC�II/rr/�t)lam/ �hiIIl�l
I I
I
Ti I I
i/
/
/ Y
/
3f/JORDAN LAZOKE/
/
5T AM BUFFER (AfE I) __
/IMPACT
/ / BW-266.0
= 60)�-
�_
/
/ / 3
W-270.4 1 I
W-266.5/ 24
20' JORDFCR
/ 5TREAM B}1F ER (ZONE 2)
IM =4005F
I I G90.7 5fi, i
TW-270.q
Bw-2 5
•'
�/
/ RISER /
5A5 /
` AI IINCy I
A J
I4 274. /
BW=272.� 27 8 '
I �=27�
I 3 1 1
I I
I I I I
19601.9 5.i. i 7
TO OF AP
5TRkyAM BU FER (ZO E 3)
/ / / / / / / �'•� //I//////�\ ;'._,\\\ 1 �� \ \1 1911 IMPACT=I21,099 \ \ I
/ :. ��� \ � ; �� 1 \► � I Sul , 1 I I \ /
//// /\\� ���� \IIII i 1 II II=1 i I I \ 9 \ �+ J l i /ll1 F \ � 21
I a 1 /I 16�5 SeF.
1 Y
°;�;N1 lilt II
TOP
BA
/1 (�
JV�( F)
��IMN^Dff
I ACT
K,u
'TW-267.0 / / 03
BW-2GGj RETAININC-WALL 16IINTEN
/ 1 EA5E.ANC
0' /
/ 30f?
/ J 1 9 1 .7 5.F/ /
0
CATCH
6905 2 F. I
i
-
289
6862.E 5.r.
_
290
6�`D095.F—
I I �-
1 EO
4 \ l
\ 0 S.F. I
I ,
I � l—
I`
C90 5.F. I
\ 2qJG /
\75�
/ 97
WIDT IJ \
B. DR
PUBUC—
51DEWALK
5A5E.— \ \
' / / ROMMPON
I -
J
C-
7349.8 5�� l
/
59
SEWER OUTFALL- BUFFER IMPACT5
ZONE 1 Im- ®
601 S'
ZONE 2IMPAGT ®
5,223 SF
ZONE 3 IMFAa
22 49� 5F
Zi1 PL 5A1a15T.
SUITE OM
PO B000 IW2
APEX INC 27302
d5= 919.i51-1174
RpIubwtlon: "51
Na
-
m
'
Z'
cn
w�
�o
U
: 3
L
1
Qz
�
,r
L
L-
\
Qo
m
4290.:
\ �1290.9 5.F.
/
/
m
0
•4G90.5V..F.
/
c
Lu
w
�
�
343.2 5.F.
Q oa
1 =40' PLK
p DECEM13EP 2, 2019
.� 0 20 40 Bo
GRAPHIC SCALE
PRELIMINARY PLANS 18
NOT FOR CONSTRUCTION
152G

LAWN
FIR
jl I 566 71 14.7 S.F. G325. �6J ` / —i Z I I I •_ • `� \\ / l
�0�5 I I II 70
/ / I 0 I / / I I ` / • I \ 'I G298. I�.F
8.5.F. I ��J \V �—�__ I VAR. WIDT
VAR. WIDTrT
I I I 568 PUB, DR. EASE. 2
I I I E. L 49G J
\ I 567 0420.55.F/ / G1�.85.�
5\f. �1 I\ PUB. DR. / — — / / \ \ 9510.35.5, /
50\�
— ---- / 'l I 'R37P_.4 S.F. — — — / Hill \
498
\ LL,, \'\ CAT / / /// / \ ---�5'--/\08R2.7 S.F. - A \ JI 2)52.0 5.F.
z lI 2 6 F� ' / / / "61111111111= ABASE7����/ J
9282.�S.F. �' — IIIII , /
9893.5 5.F. — J — / / i — / / / JO A
n-5,02 / ` — — / E STREAMBUP//.i/.I (ZO ff/2) 1>4KCT �
5EWER OUTEALL- BUFFER IMPACT5
ZONE I IMPACT ®
COO v
ZONE 2IMPACT ®
3,57431
ZONE 3 IMPACTNo
11,144 Zl
U
J '
J W
0-
5 z
Co W o
Lui
z W
m
w V
U
I�
L5
PO BODC IW2
APEX MC 27302
001— 919.351-1174
"51
J -<20' PUBLIC / PROTECTION
.�STREAM BUF�P� / — — (T P) � I IIII cry N o
/(ZON 3) TMPACT = /I
15,9085F/ ��IN III �W/ / ^ / // /
�_�1m mar-mr_rlm-mr�Im71i11�Ilil�lll IIII/MPA
SCM / / /' //� �Tiir7iTn=im1=7Im �l—i IIIII-IIIII II I Ill I �H �H I _ III % j ' / 7 �!' NCLUTED IN / / ° r�
/ /G l WAT ING CAN/ W
— = EIM
// PC/ � �
ril r \
— — — / IIII / \ O' JORDAN LAKE TOP OF / L
����— `LTEAM BUFFER BANK �/y F �E / / L
\ (ZONE 2) IMPACT
RI5ER \
EAS
LLJ
--------
_ ----
_ f__-- f— ----f — NCLUVDED�NPOND . � i // // // 5 Q % z
J % J \ V ` / /� % / / \� l / • #8 IMPACT 0 CD
RCA J
Illy—_ ��/ / �/ — --��--�1F577T I2) i�
\ \ \X —u� ' ✓ / % / Q / / / Vl�l�� zoo / / // / / / / — L
50'TOWNOf A� / /CD
— ZONE
3)IAS_ I \ II 275 SP
270—PDAN LAKE // /
O
L1
TREAM BUFFER f / /
z (Z l� E2)IMPACT=—,� // / / / Yy _ /'
r ' / / 421
�sl zo
1 ■ IMPACT AREA INCLUDED / / I I / RETAINING / \ / \ ` 3
■ ■ IN PON�#9 IMPACT / / / TW-2G7.0 / / \\ / WALL 3
■=� / i / / / 5W-2GG.5 / /
/ 1 1 / (5E� 5MEET 1 3)__---��%' / / / / / / / i \ 1 =30' PLK
1 30' J DAN LAKE — / /Z�Q j /
1 '1 NE 1) IMPACT =r�i /_ _ / / TW-270.4 / ' \ �� / / / DECEMBER 2, 2019
1 GOO 5F rC1J`D / / / BW-2GG.S 5 4.4 S.F. / 0 15 30 Go
12
✓T IMPACT AREA / / / ✓ 0„ GRAPHIC 5C LE
INCLUDED IN WEK / / / 3 G I .0 5.
�
OUTFALL,IMPACT / / / / I I G90.7
-270.�x / / RCP PUB. DR. /
EA5E. / I 39 PRELIMINARY PLANS 19
�fw-2 7.0 / / 406 ) � NOT FOR CONSTRUCTION
BW-2GG� �o O 461�7.0 S.F. 152E
, / RETAININGhF/ALL IS /

\ Jbi N t PAYE LONG I I
— — _ PIN: OZ22-03 /373,
ZONED : R-50W \ \ 1 \ I
/ �U5VACANT \ 1 \ 1
( 1 1 11 1 1 1 111
_ �r
\\ I \ \ I I 1 1 I I
PI I' IIII,11I II1IIII
IIII \IIII 1J'
i5E
I� I I III II
II I I IIIIII ` IIII
III IIIIII; r►
I II IIII II i III I
B
I A
1 I'II �\\IIIII M��
1 I;I IIIII, Ild�
II�1\IIIIIII II
11� 1 III I I� l I
I I lI I lllllj I, I
III;I IIIII'\ l,l
IIII\ IIIIII\III
1 I' l�Illl
III III i
II
///'I/ Ilillvv
1
II
I /; IIII
I I I I\II
\ 1 II III
I l II
/ I
' I
\ I I\ Ill
I
I II\j�
I
/// / /1/ — IMPACT AREA INCLUDED IN J
C 5— OUTFALL IMP
CE5 /
RCA
IMPC✓T AREA INCLUDED
IN POND #9 IMPACT /. j
5EWER OUTFALL- BUFFER IMPACT5
ZONE I IMPACT ®
4485E
ZONE 2IMR— ®
2.0335E
ZONE IMPAa
13,6185E
0 20 40 50
GRAPHIC SCALE
PRELIMINARY PLANS
NOT FOR CONSTRUCTION
U
J 'c
J io
0-
a
z
Ca w E
W io
Z W
W .58
221 w SALSA ST.
SURE OM
PO BOX IW2
APE( HC 27302
om_ 919-M-1174
�BW�tlon B: "51
I o
N�
a
rrnn
W V/
Q U
L 3 L
L
Qz �
L L-
Q0 m
Ui J
I— \ Q
c>7 m
� 0
w
w
Q o
1 1"=40' 1 PLK 1
DECEM13EP 2, 2019
20
152G

• � � II I � I I
II / IIIIIIII 1 1I ! �I�I IIIII p l
\ i I IIII\1 I I 1i IIIII II III l l 11 1 -------------------------
Fr�El
11 I' Itl AET�;
I
—
I, II III\`; ;IIII I ll\
Hill
I � IIIII I,
1 � 2A LA Ell / i; Hill
4A IIFFE 1
i / I r
\\ 25'TYPE B
LAND�f',,�P\BUFFER
11 I \ \
I I
(57] -Z--,�\ 5 r
\ \ II I I ,,► I I I_I� � — 1 \
f I III li 111110
lid) \\ 54 \TOWN bF APEX \` ` 15719.7 S.F. _
sTR�AM Bu�FER � rt.�
IIII 11 I I;I I / I I I I 1 III I III— (ZONE ) IMPA�T
G 2 5F \\ \
\ \
\\ \\ \\ \\ \\ \
\I \ \\ \\ ��1 I I; �I; I IIIII► i !III I lj II I/ I � I I \I
I I \ ` I I I IIII Illlll I, it\\ III Ilj I IIII �
l � / I \ I; III I;l IIII , I IIII II III Ij \
/ I I l / /; I III IIII'++, I,IjI11l1;1 I III \
I
je/
1/4
\, I II
\ \ III I JI l Il �I 112I' �IDA N/ L+E 11 l
\ \ I I I I �lnh BUFF R II I
p
\ \ I I I I II
� I
�� I I I I II III ; Ill I I II I / II III �
I IIIIII I I 'III III III I III I I I o
5EMP, OUTEALL - 6UEEEK IMPAQ5
ZONE 1 IMPACT ®
3 25F
ZONE 2Im- ®
1,-51
ZONE 5 IMPACT
6 922 SF
IIIII-\\ \\\ \► \I ���—_—� \� ,,
\i `\ E U I X
IIII —'I I `1 1; 144G9.G S��\
IIIII .—
I� '
Hill I
-I Ilk
11 IIII \� /Q. /
I
\ I IMPA�T APA INC/CUDED IN/Q�
POND # I I I PACT I
/U
Hill/� ( EE SHE 15) /m / / / (� I+2�5 S.F.LEI
\
IIIh
\ \ l o 0 0 40
il
GRAPHIC SCALE
A
PRELIMINARY PLANS
\ I \ 10580.3 S.F� NOT FOR CONSTRUCTION
� : _
wit IM
PO BO1C f062
APEX HIC 27302
011lm 919-M-1174
Rpbifttlon: M51
�r
l o
N�
w
Q U
(] L 3 L
DL
I
Qz �
�n L-
LL0 m
Ui J
> Q
cn m D
� 0
ILJ
Lu
LU
Qo
�°
DECEM13EP 2, 2019
21
152G

/1
loo,Y I
N,
r \
\201 \ \ S ORDAU FEf� —130'IJIORD/AI4 L*E / I I ! .� \� — \ 'J / 1
� ` �20' J�RDAN LAKf�
\ Vq \ / STEg1� B�JFFIER
qs \ (ZONE ?� IMPACT �TR'FAM BUFFS—
F \ X: ¢N�y 1) IlV"CT S , `' I BETA NIP4G
T�G74 Sj/ / / 1 ,O '(' SF I I O i l �c ��`. (ZONE 2) IMP�3C ,
�I IT
� 4YAN LAX / /�O O��� ��� _
TRfAV BUFF R > vj Jai
\ \ \ \ \ //(Z¢NE l/) IMPA T -
/ l // >0 ,4-1
IL
52
I 1,2084 8 S.F\ \ __---- / /+/ o
I (D 120' IJ0 DAV LJKE / / / // � � /I 12 B I
STkEA�vI P/UFFrR
(Z,)NE/2)�MPAFT I i
09DANAO /KE
BUF R/r)ST CAM � �j/MA(ZCE 1AAC CT/IIAREA\ \
///40SF/ INCLUOED IN
14127.19�./ P%ND /7 1MPAC/P
0 JO,AN LA1E /
I '
/
STREAIM BUF[/ER
i I I (ZON,V �) IMPACT
529 _/ A50� RISER
M \
\ — I I I
SCM #7 I I \ I 1 z
/ / I T
P ECTION / ��\ \\ \ I I 1RCA 1\ I 1 1 / / / I I \\1I \Q
i I 1 I NCE (TYP.)
1 )11 88 S.F�
l
5EWER OUTEALL- BUFFER IMPACT5
ZONE I IMPACT ®
1,-5F
ZONE 2 IMPACT ®
2,2 7 Sl
ZONE 5IMPACT NU
O,
0 10 20 4o
GRAPHIC SCALE
PRELIMINARY PLANS
NOT FOR CONSTRUCTION
s�1
SURE OM
PO eoz msz
APEX NC 27302
gllx 919-M-1174
Rpbfttlon: M51
wwwJawao�mm
l
N�
w
Q U
L 3 L
1
Q[V
LLJ
L li-
QO m
Ui J
Q
m
0
ILJ
Lu
LU
Q I
(()
1 "=20' 1 PLK
DECEMBER 2, 2019
22
152G

This location will be permitted separately
r r r r r r I
r ♦ , ♦ „ \ � \ I \ I \ I I I
r r r r r r \ I \\\ \I I
I
-rt-------------- -
50' ZONE 3 I \ \ \
TOWN OF AFEX \ \ \ \ I
STREAM BUFIFER \ \ \ \
207ZONE2
-----------
STREAM BUFFER--
JORDAN LAKE �
30'ZONE I
STREAM \ \ BUFFE/IMPAC� \ II
R \ \ / \ _ -
- — — — — — — —
________-f REED
— — — — — — — — — — — --
30' ZONE I _ -- __----
�JORDAN LAKE \ \ I \V—
STREAM ���� EX.90, 1\ I \ \--------
�` BUfl�EiF\17' MANHOLE ��— OVAL CMP_—___----
- — — — — — — — — — — — —
20' ZONE 2JORDAN '�(T�YP.)--_�--
- — — — — —
T$.EAic/1'BUFFER_—= �F--
-------------- ------ ___ __—---)L--�---� ----
50'ZONE3 \\ \\� \ \--\—-'-- `
�N1\1�A2EX _ _ _ _ l E—X -FO' TOWN OF CARY
STREAM BUFFER ` ' \ \ \ \ \ jAM KY SEWER EASE.
�.ir i._. ♦ r ♦ \--------------�1 — \ I \ \\ \ l \ \ /
I r I r I I r r r r I r♦ r♦/ r/ r I r I I I
♦ , ♦ , r ♦ r I r I r I r ♦ r ♦ ♦ ♦ / ♦ ♦ r ♦ r ♦ r ♦ r ♦ r ♦ r ♦ r / \� \ \ \ \ \\ \ /
I r I r I I r r r r r r r r r/ r/ r I r I r I I, r r r r r r r♦ I /
♦,♦, r, r r r r r r r, r r♦♦♦♦♦ r, r, r r r r r r r, r „ � \ \ �
r, r, r, r, r, r♦ r♦ r r r r r r r r, r, r, r, r♦ r♦ r♦ r r r /
r, r, r, r, r, r♦ r♦ r r, r r, r, r, r, r, r♦ r♦ r r, r /r , I \
r r r, r, r, r, r♦ r♦ r r, r, r, r, r, r♦ r♦ /♦ r r r r r r � 4-- \ i
, „ „ r r , r , r , , , , r ♦ r r r r r r r r , �``, r „ „ , , , �\ \ \ Imo\\ \ //
r r r, r, r r r, r♦ r♦ r , r, r r r r r♦ r♦ y ♦ r r r r r r r r — \ I ,
/ r ♦ , / ♦ , , , , , , , , , r ♦ , , , , , , , , ,\, , , , / ♦ / , \ \ \ \
r♦ r/, r r r r r r r ♦ r r r r r r it /r / r/ r/ r/, r r \
N,
— — ♦ r� r r
EX. STP.EAM IMPACT I
STREAM I.— oftft-wo
- LF
O 10 20 40
GRAPHIC SCALE
PRELIMINARY PLANS
NOT FOR CONSTRUCTION
U
J
J W
a
Z
ca E
W
z�
0W
lip�
L5
8
ZH K SALBA sr
SURE OM
PO eoz IM2
APEX Mc 27302
OM— 919-M-1174
"51
1 1"=20' 1 PLK 1
DECEM13EP 2, 2019
24
152G

rrrr♦/ \ RCA
-- —
50' ZONE 3 I •.,-------
TOWN OF AJEX \\
STREAM BUFFER \ \
20ZONE 2
JORDAN LAKE -----
STREAM BUFFER
PUBLIC DR. _
30' ZONE I \ �\ \ EASE.
STREAM TOP O
PUBLIC DR. \' \ \ STREAM IMPACT
BUFFER —
—
30 ZONE I \
JORDAN LAKE \ \ J — \
STREAM EX.,-
5 U ffffF,7 MANHOLE _ _ _ _ DOUBLE BOX-
0' ZONE 2 (T�YP.) — — — _ CULVERTS WITh—
JORDAN LA, ,E— PREC—
_ STsfAVK DUFFER L
--------- — — — — ----f�NBWAL -----------------
EX. 40 TOWN _ _ \
50' ZONE 3 OF CARY \ —
TOWN OF APEX SANITARY \ EX. 40' TOWN OF CARY
\ \ SANITARY SEWER EASE. _
STREAM BUFFER SEWER \
EASEMENT
/►t t' jam► / / ' / ^ \ ` \ — — — — — — — — — — — — — — — — — — — — — — — --
r/♦♦♦ r♦ 0 4"/
/ r/ r/ r r r r r r/ r/ r r r / r/ r r r r r r/ r/ ✓r r r r r r/ - \ -\ 2 OI
r r r r r r r r r r r r r r r r r r r r r r r r r r i r r r r r r r r r _ \ \ \ GREENV�AY
rrrr//♦/♦/rrrr♦ /rrrr\♦/rrrr♦/ � \ � � Q � EAS�FfG1ENT
r/\r r r r r r r r
r r r r r r r r r/ r/ r / r r r r r r/ �t►/ / r r r r r r r r r r \: \ \�
-
r�
VII
— ---Z4,LLOODPL
STREAM IMPACT I
PERMANENT STREAM IMPACT
GROSS IMPACT
= - LF
EX. IMPACT
1 =24 LF
NET IMPACT
= - LF
0 IO 20
GRAPHIC SCALE
PRELIMINARY PLANS
NOT FOR CONSTRUCTION
U
J
J io
0- a
V
C
caw E
w
Z =
w 50
I�
L5
3
ZH r1. SALBA sr
SURF OM
PO BODC IW2
AK— Mm
gll— 919-M-1174
Rpbfttlon: M51
wwwJawao�mm
1 1"=20' 1 PLK 1
DECEM13EP 2, 2019
25
152G

TOP OF / //&)O��P%��/
BANK r /
o�
1-7
/
j
/
2�cmp
5TREAM
--------! IMPACT
EX. GRAVEL/\
DRIvE/
/ / l
/13
O�
Ot"
EX. STREAM IMPACT 2
I-- IMPACT 10*4loO
I 40 LF
0 10 20 40
GRAPHIC SCALE
��� PRELIMINARYPLAN5
- — — --� �'/ / / / / / / / / \ \ // / I NOT FOR CONSTRUCTION
T21 w SALBA ST.
SURE OM
POBODCIW2
APEX HIC 27302
00- 919-M-1174
Pam: "51
N
w
Q
D L
L
U
L
Q
W
w
1 1"=20' 1 PLK 1
DECEM13EP 2, 2019
2G
I52G

2 �� ✓ / /' ' / TOP OF /�
\ _ \ �\`\ Ij� �\ / P�
\f/\\BANK
/i
1-7
262
\ \ 1.5
9510.3 S.F/ �i / / //�� / r 2.G
\03-79.4 S.F.---
W-27.4
198
ETAINfNG
G62.0 S.F. ------ALL/# 15
/PUBLIC dR. , / I I \ ,' 804)5.2 S.i
EASE I I \ j/ \, / / �i BWA272.05
iSAM
/I ACT
� l
/167IV PRECAS,�' i / 1 089� 3 S
ION
28 , I
-----------------'
i
286 J , VAS WI E TI1
IOUB. Dr.
----- \✓•��/� ,��JF��O�F ���/ /// ���' // /'�^` �� \ 2� � 2,, ,'' I 64 IIEASEI
---------�\ SGlril
#�
100, J 49G .0 S.F.
----\
STREAM IMPACT 2
PERMANENT STREAM IMPACT
GROSS IMPACT
EY. IMPACT
NEf IMPACT
=93 lF
=40 LF
-53 LF
U
J •
J W
a
C7 �
Z_
Co Lu E
W
z W
w
lip
L5
AP H6 27302
011lm 919-M-1174
�Um: "51
,'..
l
N�
zo
�zo
LU
� o
Q�
Q
Z 3
L
N
z
U
L
�z
0
~
�
C
m
LLJ
10
"=20'
PLK
0 10 20
40
. DECEM13EP 2, 2019
GRAPHIC SCALE
PRELIMINARY PLANS
NOT FOR CONSTRUCTION
27
152G

/'85 S.F. /' �' /I j / �`�� / I lL 'L�/
�Nv s-
✓
LEVEL/ �`-_ — ��.�`�
/
5.9 S.F. / i / ,! �// �` 6 / I/ /I� I \ 3Oil
JORDAN LPG
STREAM
BUFF
294 /' / `. Ji I /� ' / 20 -ENE 2
�\�` g /LPUBLIP JO DAN LAKE
DR. EA51f. S REAM U
STREAM IMPACT 3
PERMANENT 5TREAM IMPACT *0%,000
1 - LE
APEX 1x27302
011lm 919-M-1174
PAghft1lon: M51
wwwJawa.
�4�//
- — — ' 9 177.2 S.F.
3` 1 5 cv
LLJ
1001 8.� S.F. (!) o
/ / Q
532 P.
314 / / / z
,p l ` 120I 5.8 S. — /� �'ST��AM I \\`� / // G < Q
� V PACT CZ rL L
/ / 100 LF// , `� 1 3349 f3 S.F. % i / Q
-- —/ / / / ol Pb au C LL 0
/ 5 3 / , / / DR. EASE i4-
W
/ 9027.8 S.F.
TOP OfBA
(3
/
1 ;7.2 I Few-�
292
Q.0
o
i
i 1 "=20' PLK
DECEM13EP 2, 2019
o to zo ao
GRAPHIC SCALE
PRELIMINARY PLANS 28
NOT FOR CONSTRUCTION
1526

RETAINIIRG--------
— —.�',
—
_----WALL#I
---- - —
—
— — — — —
- ----------
EX. FLOODPLAIN
\
— � V)
— / /c Z/
iz
�00
k
r r r r r r r r
/ \
/— —� -- --- ---���
�V,ETLAND5, /
----
�l l"I
/
r r r��.,r
50'ZONE3
TOWN OF APEX
r /
STREAM BUFFER
20 ZONE
JORDAN LAKE
30' ZONE I
—
TEMPORARY JORDAN LAKE
_
STREAM STREAM
I M PACT UffE
�E�DYBRANCH CREEK_----�
(� —
/ //
TOP O \�
JORDAN LAKE
/ / /
BANK \
STREAM
BUFFER_
20'ZONE2------ —
----
-----_
�/ORDAN
LAKE
—_
ir
55
------
/
-- ------------
`
1 / I / r / / / / rl / r / r / r / r / I
r r / r ♦ / r / r / I � � / I
/ r
1 \
�r/
r-,
/ . / / / r / r / r / r / / r / r / Cr
/ r / r / / I -4-
/ r /
aNfTGLANDS/
(' y f A
\
\
\ r r
r
\
r
STREAM IMPACT 4
TEMPORARY STREAM IMPACT
0 0 20 40
GRAPHIC SCALE
PRELIMINARY PLANS
NOT FOR CONSTRUCTION
PO BOX U2
APE( HC 2M
OBI.. 91%W-1174
B gbfty n: "51
IOU
NU
0
Lu � I
Q� U
L L
L ' L
� Q
L
LLJ
�z
_0 T)
Z �
~ >
(�^1 0
V / C
Lu
LU
Q0
O
I "=20' PLK
DECEM13ER 2, 201 9
29
152G

, 7a,\
RISER / / CES
\\ I \� ////// /// \ y/ \ \ =�•' RCA
/ i
ZI (J) I
TEMPORARY
STREAM IMPACT
=20LF
Ge
BW-2G6RETAINING WALL 16 �
MA1NTENANC /
�� I �/ / I \\\/ •� \\ �,�' i / / / / / / / EASE. / 888&.55.F
5TREAM IMPACT 6
TEMPORARY ST. IMPACT lIftW - '
/10
- RAP
pl NI / I 7�7 / /'4 / '' GHIC SCALE
a / A
� /
I 1� t
l PRELIMINARY PLANS
RISER / / NOT FOR CONSTRUCTION
]YI I C IM
PO BLOC IW2
APE( HC 27502
gllx 919-M-1174
Rpbfttlon: M51
l�
N�
�0
0
w Ln
Q� U
L L
Q Q
�z
_0 T)
L�
�>
rn
LLJ
LLJ
a
Q °
1 "=20' PLK
DECEMBEP 2, 2019
30
152G

�.
/ I /
Ile- 0
TIL
25)
\ L,-T Or of,-,
\AC ESS AEA RE A N KG
MPROAf�Y / / \O g i k'� L 8/
r5:D3 Lf f _Z_ 4Q
\\ \ \ 5 2
\ I I I I 064.8 S.F
Au
529
0\\ _ RISER // I I I 11
\\ SCM #7 1
l i ` T
P ECTION / \ / �� \ \ I jRCA
\ NCE (TYP.) /✓/ �` \� 11 11 I l\ �i 11 I I I / / / )
/—
/ I
5TREAM IMPACT ?
TEMPORARY STRFNv11 ,P
o 10 Zo 40
GRAPHIC SCALE
PRELIMINARY PLANS
_30a _ _
NOT FOR CONSTRUCTION
U
J '
J W
0 a
0
Z
as W o
W W
Z W
w
I�
L5
A
SURE
OM
POBODC1W2
APEX HC27302
gllx 919-M-1174
Rpbfttlon: M51
_AWJ_
l
(1N
V ! 0
0
Lu
zolQu U
p=3 Q
�L L
Q Q�L ILLJ
�z
_0 T)
L�
�m
W
LLJ
�<
Q°
1 "=20' 1 PLK
DECEMBER 2, 201 9
31
152G

-- ------
_qq
n
0�22-I-/P�7�
\ \ r
)I it 7 r�/ I 1 I SEiP V EAIRRT I �� / SE��I
��1blAyDD11 j- � Iw e o -i -
9� _�
� p
/rzo.��C,f Is DiYlDkb INr�
(� /P LIPPA C,�IIERCIi ✓ �O7RBER�TOAMD�fLIt A �I kUBA u / p
J //'SEC444i1ON5 TI1AT COP3�tATE
`�: bT22 24 IBA / J YONEYi ptpn/�� i O p J To !tE 509LA� I11`EfS,
�Gs 5
L � saM p
11Of (( 114 v e -m o
os-ERDA�
�i
o
o P ❑ ❑ ❑ <
p O Q / ElEl
��
1
i \ I 7wIlli S�
l0 / /� o i � P ❑° ❑ p o � ���r�i������/r� :I D. -
PR
�
�
J _/j�L J'' �(�( //!/ I�I�IJ ~�1 / ` -•Gf / t �e row ��\`3 �� \~����\\\
�
7 l< o 1
o
0 0 o 0 /
_ � � � a� � ��
K5
VI�� �� s �� 115 ���` ;' %)� I l ( L ❑ ❑ po 9 ° 4 �/ v� %ffj�irr
1 S rl� 1
El 0
/NoIII Jl n ❑ p ❑ plRl \v� `� ���� ��V r
//�\ll�\A\ %� �' \I 1\, i,� ❑ �'� o p p �A�s �/ ��ljl� ��
/l/ 1 o o 1V\\ �\ �) ���r / uo
i Li
����\\��C��� �- J �-yl ��� � "Y � )j_. O / �oA o � Y \i p ❑ ❑ ❑ ❑ ❑ ❑ ❑ `asM.' � _,���~r't���)\� \� J , `
Ell
\1\
f _
✓ A ER
L\VA ZONE : R tlW �;f / 0
��
d;;
J
--
!i = !�i ✓ /�/,[� � � 7 � � � l �: � � II II � I (/ .� � ,-� Ex s� ,, � � � 1 l � � L(l
! J
��j
���1 ����i v � �`" IJrIiN%E`��� � � �` , °►' I ,`moo' � � �-� `� ,-�JS f � j /� � \V���l
W-
c
OJ/A'
PDN�
�
TOTAL WETIAND IMPACT5
WEflANDS IMPACT
2,593 SF (0.06 AC.)
o loo zoo noo
GRAPHIC SCALE
PRELIMINARY PLANS
NOT FOR CONSTRUCTION
C U rn
^` J E
V(A/ J
OIll C
V J
U z —
OZ$ Lu Lu E
N LJJ m
W z N
Lu
I0I c
m
N
C
w
U
SURE 001'
PO BOX 1062
APEX, NC 27502
Office 919 387-1174
Reg.mtlon: P 0151
www.jonescnoasen.wm
N�
LL
W�
Q z3 U
L Q
� 1
z _
L
z
11 z
L 0
11J
J
w
w QQ
(li
o
1 PLK
DECEM13EP 2, 2019
33
152G

BW-253.0 .---�-------
--r--
RETAINIRr, — '� _
_-------
----WALL#I
— — — -
/ \
— —------------------------- — — — — — — — — — — —
/
— — — — — — —
1 \
EX. FLOODPLAIN
,LQ
�O�/
�
"'mil ,r/♦/♦rER./♦/♦/♦
r i 7►rjy�
50' ZONE 3
� TOWN OF APEX
STREAM BUFFER
j
/
y JORDAN LAKE
SUFFER
30' ZONE I — — —
JORDAN LAKE
/
/ STREAM
�E�DYBRANCHCREEK
/
/ .--- _ J
\
\ _
f —
//
TOP O ��
JORDAN LAKE
— —
/
/
BANK \
STREAM
BUFFER
--_--
ORDAN LAKE -----
EAM BUFFER
/�`V//
--
\
-
//,/♦r 1
WETLAND IMPACTS
—
= 1,030 SF
r r r r r r r rl r r r r r r r r r
r r r r r r r r r
/ ♦ / r r ♦ r ♦L,. / r / / r ♦ r ♦ r
/ ♦ / r r r r / r ♦ r r ♦ r ♦ r ♦ / ♦
/
/ r r ♦ r ♦ r / v /\.. r=/s— i_
�—/�_ .� _ e--n ..� / r � ♦ r ♦ r r / v /7 � r r r ♦ — — —
_ —
/
_
r r ♦►/�T � r r r/ r/ r r r r r r/
/
� rrT i / r / r r ♦ 71♦ r ♦ / ♦ r ♦ r ♦ r r ♦ r ♦ r ♦ A ♦ I-♦ / ♦ / i /�'{A r�=/ r
\C
/
r r r r r r/ r r r .� r/ r/ r r r r r r/ r/ r/ r r r r/♦/ r/ r r r ITq r r/ r �r1\�'r--r "�
/ �
l I� 1 /� 1 /� � .Lt 1 .Lt l .�/ J- ♦—♦ �- I—/\ �- /—/ �- ♦—/ t I—/ j i—, -r /—/ ti-VH t .r-/
�♦
r / ♦ / ♦ / ♦ / r1A /rTJ-'/i�'r / r / r / / r r r r r / r / . / ✓ .�V♦ / ♦ /
♦ / / / / / / / NVEI/LAN, D,15♦ . ♦ / / / r / ♦ r ♦ . ♦ . / / / / ♦
D IQ 2D 4D
(TYf .�
/ / / \ / \
GRAPHIC SCALE
� � � ♦ � ♦ � ♦ / � / � /
\ i
PRELIMINARY PLANS
NOT FOR CONSTRUCTION
i
WETLAND I IMPACTS
WETLAND IMPACT
1030 SF
.0
wIC I
PO eoz IM2
001— 919-M-1174
"51
i
N�
�.0
o
Q�
Q L 3 —
� I �
z U
L L
�z
_0 0
_ (n z
~> g
w
(�^1 >
V /
W
U 1 �
Q o
O
1 "=20' PLK
DECEM13EP 2, 2019
33
152G

���• i V
�U.j OM
,IL
i1�Fill" "��, Wiz"■ �
poi I
ism
AM
��, , ��

Page 49
ROY COOPER
Gm·ernor
MICHAELS. REGAN
Mit:Jgatwn Services
1!'4VIIIGHMENTALGUilLITY
Mitch Barron
Lennar Carolinas, LLC
909 Aviation Pkwy Suite 700
Morrisville, NC 27560
Project: Smith Farm County: Wake 401 permit#: 16-0924 404 permit#: 2014-01347 DMS ID#: MR-00055
Amount Paid: $231,310.00 Check Number: 916671
RECEIPT
October 26, 2017
The NCDEQ Division of Mitigation Services (OMS) has received a check as indicated above as payment for the
compensatory mitigation requirements of the 401 Water Quality Certification/Section 404/CAMA Permit(s)
issued for the above-referenced project. This receipt serves as notification that your compensatory mitigation
requirements assigned to OMS associated with the authorized activity as specified below have been satisfied.
You must also comply with all other conditions of this certification and any other state, federal or local
government permits or authorization associated with this activity including G.S. § 143-214.11.
The OMS, by acceptance of this payment, acknowledges that the Division is responsible for the
compensatory mitigation requirements indicated below associated with the project permit and agrees to
provide the compensatory mitigation as specified in the permit. Mitigation responsibility assigned to the OMS
is nontransferable. The mitigation will be performed in accordance with the In-Lieu Fee Program instrument
dated July 28, 2010.
River Basin Mitigation Location Mitigation Type Quantity 18-dhlit HUC)
Cape Fear 03030002 Warm Stream 496
Cape Fear 03030002 Riparian Wetland 0.408
Refunds of payments made to NCDMS are only approved under certain conditions. All refund requests must
be submitted in accordance with the Division's refund policy. If you have any questions or need additional
information, please contact Kelly Williams at [phone].
cc: Todd Tugwell, USAGE -Raleigh; James Lastinger, USAGE
Dalton Cook, agent
Sincerely,
State ofNorth Carolina I Environmental Quality I Mitigation Services
1652 Mail Service Center I Raleigh, NC 27699-1652 I 217 W. Jones Street, Suite 3000
919 707 8976 T
Secrt!l(1f'.I'
Page 50
WATER RESOURCES DEPARTMENT
Dalton Cook
Environmental Scientist
Spangler Environmental, Inc.
4338 Bland Road, Raleigh, NC 27609
Subject: Stream Buffer Determination
June 27, 2019
Smith Assemblage Feature 'D' Origin Determination
Cape Fear-Jordan Lake Watershed
Dear Mr. Cook,
I Apex 18-018
On June 27, 2019, Mr. James Misciagno went to the subject site to evaluate one {1) drainage feature and
determine if it was subject to the Town of Apex (Town) riparian buffer rules. Based on the information
obtained during the site visit and per the requirements set forth in Section 6.1.11 of the Town Unified
Development Ordinance {UDO), I concur with the stream classification as shown on the attached sketch
dated June 2019 and summarized below.
Drainage Shown as Shown as on Determination made Determined Buffer
Feature on USGS Soil Survey in the field Width
Feature-D Intermittent Intermittent Intermittent 50 feet Origin
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 Division of Water Resources {DWR) or Delegated Local
Authority in the Jordan Lake watershed may request a determination by the DWR Director.
An appeal request must be made within sixty {60) days of date of this letter or from the date the affected
party (including downstream and/or adjacent owners) is notified of this letter. A request for a
determination by the Director shall be referred to the Director in writing c/o Karen Higgins, DWR -401 &
Buffer Permitting Unit; 1617 Mail Service Center, Raleigh, NC 27699-1617. Otherwise the appeal
procedure will be in accordance with UDO Section 6.1.11.
If you dispute the Director's determination, you may file a petition for an administrative hearing. You
must file the petition with the Office of Administrative Hearings within sixty (60) days of receipt of this
notice of decision. A petition is considered filed when it is received in the Office of Administrative Hearings
during normal office hours. The Office of Administrative Hearings accepts filings Monday through Friday
between the hours of 8:00am and 5:00pm, except for official State holidays.
To request a hearing, send the original and one {1) copy of the petition to the Office of Administrative
Hearings, 6714 Mail Service Center, Raleigh, NC 27699-6714. A copy of the petition must also be served
Page 51
to the Department of Natural Resources, c/o Mary Penny Thompson, General Counsel, 1601 Mail Service
Center, Raleigh, NC 27699-1601.
This determination is final and binding unless, as detailed above, you ask for a hearing or appeal 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 Regulator Field Office) at [phone].
If you have any questions, please do not hesitate to contact me at [phone].
Sincerely,
Michael S. Deaton, PE
Stormwater & Utility Engineering Manager
Attachments
TOWNOFAPEX
The Peak of Good Living
PO Box 250 Apex, NC 27502 I [phone] I www.apexnc.org
Page 52
Legend
-• Important Perennial
=-Unimportant Intermittent = Marginal Stream
-Jurisdictional Linear Wetland
[ New Parcels D Pond
� Jurisdictional Wetland
� Too Thick to Evaluate E3 Did not evaluate
50' Town of Apex Buffer D ProjectArea
100' Town of Apex Buffer
ProJect No.
l21G8.WI
5cale:
I"= 300'
8/5/14
Field Sketch Map
Smith Assemblage
Wake Co., NC
2-foot Contours from NCDOT GIS
20 IO Aenal from NCOneMap GIS
0 150300 600 900 1,200
Feet
Soil & Environmental Consultants, PA
It II:? I ,ll, .. 1 ;,,:,uw u .. ht �llllt t,11, 11 .. h .. :!1 :-.1 :?7i,I \' 1'�1111t• 1')1'1) H \(, l1)1.(1 I I .. , j'U'lt ,1 Ir, •>11,7
,uuln.u,m
Page 53
r I
NC DWQ Stream Identification Form Version 4.11
Date: June 6, 2019 Project/Site: Smith Assemblage Latitude: 35.7300
Evaluator: Dalton Cook County: Wake Longitude: 78.9238
Total Points: Stream Determination (circle one) Other Stream is at least intermittent 28
if?. 19 or oerennial if?. 30* Ephemeral Intermittent Perennial e.g. Quad Name: New Hill
A.Geomorphology (Subtotal = 15 ) Absent Weak Moderate Strong
1•· Continuity of channel bed and bank 0 1 2 3
2.Sinuosity of channel along thalweg 0 1 2 3
3. In-channel structure: ex. riffle-pool, step-pool,0 1 2 3 rioole-pool sequence
4.Particle size of stream substrate 0 1 2 3
5. Active/relict floodplain 0 1 2 3
6. Depositional bars or benches 0 1 2 3
7.Recent alluvial deposits 0 1 2 3
8.Headcuts 0 1 2 3
9.Grade control 0 0.5 1 1.5
10.Natural valley 0 0.5 1 1.5
11.Second or greater order channel No= 0 Yes = 3
"artificial ditches are not rated; see discussions in manual
B H d I (S Iy ro ogy ubtotal = 65
12. Presence of Baseflow 0 1 2 3
13.Iron oxidizing bacteria 0 1 2 3
14.Leaf litter 1.5 1 0.5 0
15.Sediment on plants or debris 0 0.5 1 1.5
16.Organic debris lines or piles 0 0.5 1 1.5
17.Soil-based evidence of high water table?No = 0 Yes = 3
10 oqy u tota = C B I (S b 65
18. Fibrous roots in streambed 3 2 1 0
19.Rooted upland plants in streambed 3 2 1 0
20.Macrobenthos (note diversity and abundance)0 1 2 3
21.Aquatic Mollusks 0 1 2 3
22.Fish •. 0 0.5 1 1.5
23.Crayfish 0 0.5 1 1.5
24.Amphibians 0 0.5 1 1.5
25. Algae 0 0.5 1 1.5
26.Wetland plants in streambed FACW = 0.75; OBL = 1.5 Other= O
*perennial streams may also be identified using other methods. Seep. 35 of manual.
Notes:
Sketch:
,/' '. ' ·-····
Page 54
______ 'Jown of c;:1/-pvc
August 13, 2014
Steven Ball
11010 Raven Ridge Road
Raleigh, NC 27614
Subject:
Dear Mr. Ball,
Stream Buffer Determination
Smith Assemblage Site
Primary Watershed -Jordan Lake Watershed
P.O. BOX25O
APEX, NORTH CAROLINA 27502
�pex 14-0lq
On August 5, 2014, I met with you at the subject site to evaluate numerous drainage features
including four (4) ponds and de termine if they were subject to the Town of Apex (Town)
riparian buffer rules. Based on the information obtained during the site visits and per the
requirements set forth in Section 6.1.11 of the Town Unified Development Ordinance (UDO), I
concur with the drainage features as shown on the attached map titled "Field Sketch Map" and
summarized in the table below.
Shown as on Shown as on Determination Determined
Drainage Feature USGS Soil Survey made in the field Buffer
Width
Feature A Perennial Perennial Not Contested 100 feet
Feature B Perennial Perennial Not Contested 100 feet
Feature C Perennial Perennial Not Contested 100 feet
Feature D Intermittent Intermittent Intermittent 50 feet
Pond D Present Present Subject 50 feet
Feature E Intermittent Perennial Ephemeral 0 feet (14 Points)
Page 55
Town of Apex
Stream Buffer Determination (Apex 14-010)
Page 2 of 3
Pond E Present
Feature F Intermittent
Pond F Not Present
Feature G Intermittent
Feature H Not Present
Feature I Intermittent
Feature Z Intermittent
Pond Z Present
Present Not Subject 0 feet
Intermittent Ephemeral 0 feet (17.5 Points)
Not Present Not Subject O feet
Perennial Ephemeral O feet (15.5 Points)
Intermittent Ephemeral O feet (4.5 Points)
Perennial Not Present in Field O feet
Not Present Not Present in Field 0 feet
Not Present Not Subject O feet
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 Division of Water Quality (DWQ) or
Delegated Local Authority in the Jordan Lake watershed may request a determination by the
DWQ Director.
An appeal request must be made within sixty (60) days of date of this letter or from the date
the affected party (including downstream and/or adjacent owners) is notified of this letter. A
request for a determination by the Director shall be referred to the Director in writing c/o Ian
McMillan, DWQ Wetlands/401 Unit, 1650 Mail Service Center, Raleigh, NC 27699-1650.
Otherwise the appeal procedure will be in accordance with UDO Section 6.1.11.
If you dispute the Director's determination, you may file a petition for an administrative
hearing. You must file the petition with the Office of Administrative Hearings within sixty (60)
days of receipt of this notice of decision. A petition is considered filed when it is received in the
Office of Administrative Hearings during normal office hours. The Office of Administrative
Hearings accepts filings Monday through Friday between the hours of 8:00am and 5:00pm,
except for official State holidays. To request a hearing, send the original and one (1) copy of the
petition to the Office of Administrative Hearings, 6714 Mail Service Center, Raleigh, NC 27699-
6714. A copy of the petition must also be served to the Department of Natural Resources, c/o
Mary Penny Thompson, General Counsel, 1601 Mail Service Center, Raleigh, NC 27699-1601.
Page 56
Town of Apex
Stream Buffer Determination (Apex 14-010)
Page,3of 3
This determination is final and binding unless, as detailed above, you ask for a hearing or appeal
within sixty (60) days. If you have any questions, please do not hesitate to contact me at (919)
249-3413.
Sincerely,
/JU,/Q. L)�;c_,Michael S. Deaton, PE
Environmental Programs Manager
Attachments
Page 57
Legend
-• Important Perennial
--Unimportant Intermittent
000000 Marginal Stream
-Jurisdlctlonal Linear Welland (J New Parcels
LJPond
� Jurisdictional Wetland Im] Too Thick to Evaluate
Did not evaluate
50' Town of Apex Buffer
'I • • . I: :
ProJect No.
121G8.WI
ProJect Mgr.:
56
Scale:
,. = 300'
8/5/14
Field Sketch Map
Smith Assemblage
Wake Co., NC
2-Foot Contours from NCDOT Gl5
20 IO Aerial from NCOneMap Gl5
0 150300 600 900
Feet
1,200
PE R,USACE SITE VISIT WJT/i JAMES LASTINGER
7/2�/14 and MIKE DEATON
TOWN OF APEX 6/5114
Soil & Envirnnmcntal Consultants, PA
KIi:? I 111. 111 �w .. , llu.1\I, 'Stnh 1111, ltl!,�.li." �7M\ • I'\,"'' ('Jl'J) AU, \')111 • I 11 ('Jl')J IHl, •>U,7
,,,o,11 , ,,,.,,
Page 58
Legend
s
ProJect No.
121G8.WI
ProJect Mgr.:
SB
Scale:
Soil Survey Map
Smith Assemblage
Wake Co., NC
I"= 1,000' 1970 Printed Wake Co. 5011 Survey 1-----, Map 5heet5 G4 t GS 2013-10-0 I
Feet
Soil & Environmental Consultants, PA
11010 Raven Ridge Rd.• Raleigh, NC 27614
[phone] • [phone]
Web Page: www.SandEC.com
;
Page 59
Legend
ProJect No.
121G8.WI
ProJect Mgr.:
SB
Scale:
I"= 2,000'
2013-10-01
2013 U5G5
T opograph1c Map
5m1th Assemblage
Wake Co., NC
2013 New Hill
USGS Quadrangle
0
Feet
Soil & Environmental Consultants, PA
11010 Raven Ridge Rd.• Raleigh, NC 27614 [phone] • [phone]Web Page: www.SandEC.com
Page 60
NC Division of Water Qua lity-Methodology for Identification of Intermittent and
Perennial Streams and Their Origins v. 4.11
Stream Identification Form Version 4.11
Date:
Evaluator:
Total Points:
Stteem is al /east Intermittent /f'i!. 19 or rennisl if� 30'
A.Geomorohology (Subtotal =
1 °· Continuity of channel bed and bank
2. Sinuosity of channel along thalweg
3. In-channel structure: ex. rlffie-pool, step-pool,
rinnle-oool sequence
4. Particle size of stream substrate
5. Active/relict floodplain
6. Depositional bars or benches
7.Recent alluvial deposits
8. Headcuts
9.Grade control
10.Natural valley
11.Second or greater order channel
)
artlflclal ditches are not rated, see dlscussl�s In manual
B. Hvdroloav (Subtotal= ,,,, ... ) -12.Presence of Basenow
13.Iron oxidizing bacteria
14.Leaf litter
·15, Sediment on plants or debris
16.Organic debris lines or piles
17.Soil-based evidence of high water table?
C.Bioloav (Subtotal=t./ )
18.Fibrous roots In streambed
19.Rooted upland plants in streambed
20.Macrobenthos (note diversity and abundance)
21.Aquatic Mollusks
22.Fish
23.Crayfish
24.Amphibians
25. Algae
26.Wetland plants in streambed
ProJectJSlte: Latitude:
County: Longitude:
Determination (clrcle one) Other
e I Intermittent Perennial e.g. Qued Name:
Absent Weak Moderate
0 a, 2
0 (i 2
0 d) 2
0 {1J 2
� 1 2
0 1 � <ti) 1 2
U)> 1 2
0 � 1
0 0.5 ( 'Ii No('0)Yes= 3
(6) 1 2
UP 1 2
1.5 a>0.5
0 (1,5'.) 1
0 (b.� 1
No =llY Yes= 3
3 tJ 1
3 IV 1
I 1 2
1 2
0.5 1
0 0.5 1
0 0.5 1
0 0.5 1
FACW = 0.75; OBL = 1.5 Olher::((.')
'perennial streams may also be Identified using other methods. See p. 35 of manual.
Notes:
Sketch:
41
Strong
3
3
3
3
3
3
3
3
1.5
1.5
3
3
0
1.5
1.5
0
0
3
3
1.5
1.5
1.5
1.5
Page 61
NC Division of Water Quality -Methodology for Identification of Intermittent and
Perennial Streams and Their Origins v. 4.11
NC DW Stream Identification Form Version 4.11
Date: Project/Site: PM
Evaluator:
Total Points:
Stream Is at lees/ intermitti,nt if'i!. 19or erennla/if'i!.30'
A.Geomorpholoav (Subtotal =
11· Conllnuity of channel bed and bank
2. Sinuosity of channel along thalweg
ii. t.,
3. In-channel structure: ex. riffle-pool, step-pool,rinnle-oool seauence
4. Particle size of stream substrate
5. Active/relict floodplain
6.Depositional bars or benches
7. Recent alluvial deposits
8. Headcuts
9. Grade control
10.Natural valley
11.Second or greater order channel
)
. art1ticlal ditches are not rated eee dlscuso!ons In manual"lf.� B.Hydro!cav <Subtotal =
12.Presence of Baseflow
13.Iron oxidizing bacteria
14.Leaf litter
15.Sediment on plants or debris
16.Organic debris lines or piles
county: IJ4 Y-i
Absent
0
0
0
0
{fJ)
0
0
�
0
0
No ::(l)
0
0
1.5
0
0
Weak rP
Ci) a>
V
1
1 d>
1
o'.S)
0.5
a>
lV
If")
�.5>
.6.5>
17.Soll-based evidence of high water table?No =(O)
C.Bioloav <Subtotal = '!,.� \
18. Fibrous roots in streambed 3 2
19.Rooted upland plants In streambed 3 (1)
20.Macrobenthos (note diversily and abundance)Q 1
21.Aquatic Mollusks 0 1
22.Fish ,1 0.5
23.Crayfish 0 � 24.Amph ibians J) 0.5
25.Algae Io 0.5
Latitude:
Longitude:
Other
e.g. Qv11d Name:
Moderate
2
2
2
2
2
�
2
2
1
t'U
Yes= 3
2
-�('21
0.5
1 -8 CD
Yes= 3
A 1
2
2
1
1
1
1
26.Wetland plants in streambed � FACW::: 0.75; OBL = 1.5 Other,R
•perennial streams may also be identified using other methods. See p. 35 of manual.
Notes:
Sketch:
41
Strong
3
3
3
3
3
3
3
3
1.5
1.5
3
3
0
1.5
1.5
0
0
3
3
1.5
1.5
1.5
1.5
Page 62
NC Division of Water Quality-Methodology for Identification of Intermittent and
Perennial Streams and Their Origins v. 4.11
NC DW Stream Identification Form Version 4.11
Date:
Evaluator:
Total Points:
Str11am Is at /11ast intormitlonl
If?. 19 or ronnla/ if?. 30'
A. Geomorphology (Subtotal =
1•· Continuity of channel bed and bank
2. Sinuosity of channel along thalweg
� .;
3.In-channel structure: ex. riffle-pool, step-pool,
rioole-oool sequence
4.Pa11icle size of stream substrate
5. Active/relict floodplain
6. Depositional bars or benches
7.Recent alluvial deposits
8.Headcuts
9.Grade control
10.Natural valley
11.Second or greater order channel
)
art1fic1al ditches ere not rated, see discussions in manual
B. Hvdroloov (Subtotal =)
12.Presence of Baseflow
13. Iron oxidizing bacteria
14. Leaf litter
15.Sediment on plants or debris
16.Organic debris•lines or piles
17. Soil-based evidence of high water table?
C.Bioloav (Subtotal =I.,{ )
18.Fibrous roots in streambed
19.Rooted upland plants in streambed
20. Macrobenthos (note diversity and abundance)
21. Aquatic Mollusks
22.Fish
23. Crayfish
24. Amphibians
25.Algae
26. Wetland plants in streambed
P roJect/Slte:
County:
Absent
0
0
0
0
(0')
0
�il., ( D u>
0
b
ttb
1.5
0
0
3
3
� D
p
0
0 D
Latitude;
Longitude:
Other
o.g. Quad Nama:
Weak Moderate
/T) 2
d>2
d)2
d)2
1 2 A 2
1 2 1 2
� 1
((5.,) 1
No,(Q) Yes= 3
1 2
1 2
<:1> 0.5
(O.� 1
Q5J 1
No= 0 Yes�
� 1
<2> 1
1 2
1 2
0.5 1
0.5 1
0.5 1
0.5 1
FACW = 0.75; OBL = 1.5 Other =y1 )
•perennial streams may also be Identified using other method�. See p. 35 of manual.
Notes:
Sketch:
41
Strong
3
3
3
3
3
3
3
3
1.5
1.5
3
3
0
1.5
1.5
0
0
3
3
1.5
1.5
1.5
1.5
Page 63
NC Division of Water Quality -Methodology for Identification of Intermittent and
Perennial Streams and Their Origins v. 4.11
Date:
Evaluator:
Total Points:
Stream Is at least intermittent
if 'i!. 19 or erennlal If '2 30'
A. Geomorohology (Subtotal =
1•· Continuity of channel bed and bank
2. Sinuosity of channel along thalweg
3. In-channel structure: ex. riffle-pool, step-pool,
rinnie-oool seauence
4.Particle size of stream substrate
5.Active/relict floodplain
6. Depositional bars or benches
7.Recent alluvial deposits
8.Headcuts
9.Grade control
10.Natural valley
11.Second or greater order channel
)
artificial ditches are not rated. see discussions 1n manual
B.Hvdroloav (Subtotal =I )
12.Presence of Baseflow
13.Iron oxidizing bacteria
14.Leaf litter
15.Sediment on plants or debris
16.Organic debris lines or piles
17.Soil-based evidence of high water table?
C.Bioloov (Subtotal=I l
18.Fibrous roots In streambed
19.Rooted upland plants in streambed
20.Macrobenthos (note dlveN1ity and abundance)
21. Aquatic Mollusks
22. Fish
23.Cray1ish
24. Amphibians
25.Algae
26. Wetland plants in streambed
Project/Site: Latitude:
County: Longitude:
Absent
0
�
�
«P
j )
I ) � m
0
0
rmlnatlon (circle one) Other
termlttent Perennial e.g. Quad Name:
Weak Moderate
(p 2
1 2
1 2
1 2
1 2
1 2
1 2
1 2 � 1
0.5 (D
Non> Yes= 3
p, 1 2
tf) 1 2
1.5 1 0.5
0 � 1
0 D 1
Not I,) Yes= 3
3 2 tf'J
3 2 1
) 1 2 h\ 1 2
0.5 1 b 0.5 1
0 0.5 1
0 0.5 1
FACW = 0.75; OBL = 1.5 Otherf I ) J •perennial streams may also be ldenllfied using other methods. See p. 35 of manual.
Notes:
Sketch:
41
Strong
3
3
3
3
3
3
3
3
1.5
1.5
3
3
<!I)
1.5
1.5
0
eel\
3
3
1.5
1.5
1.5
1.5
Page 64