20220419 Ver 1_ePCN Application_20220315

Pre -Construction Notification (PCN) Form
For Nationwide Permits and Regional General Permits
(along with corresponding Water Quality Certifications)
June 1, 2021 Ver 4.1
Initial Review
Has this project met the requirements for acceptance in to the review process?*
OO Yes
O No
Is this project a public transportation project?*
0 Yes 0 No
Change only if needed.
BIMS # Assigned *
20220419
Is a payment required for this project?*
O No payment required
O Fee received
Co:, Fee needed - send electronic notification
Reviewing Office*
Raleigh Regional Office - [phone]
Information for Initial Review
Version#*
What amout is owed?*
0 $240.00
O $570.00
Select Project Reviewer*
Colleen Cohn:eads\cmcohn
la. Name of project:
Rolesville Crossing
la. Who is the Primary Contact?*
Camden Brunick
lb. Primary Contact Email:*
[e-mail]
Date Submitted
3/15/2022
Nearest Body of Water
Buffalo Creek
Basin
Neuse
Water Classification
C;NSW
Site Coordinates
Latitude:
35.885916
A. Processing Information
Longitude:
-78.443721
lc. Primary Contact Phone:*
[phone]
County (or Counties) where the project is located:
Wake
Is this a NCDMS Project
t>Yes @NO
Is this project a public transportation project?*
0 Yes 0 No
Pre -Filing Meeting Information
Is this a courtesy copy notification?*
0 Yes 0 No

ID#
20210896
Version
Version 1
Pre -fling Meeting or Request Date
5/4/2021
Attach documentation of Pre -Filing Meeting Request here:
Click the upload button or drag and drop files here to attach document
File type must be PDF
la. Type(s) of approval sought from the Corps:
ii Section 404 Permit (wetlands, streams and waters, Clean Water Act)
El Section 10 Permit (navigable waters, tidal waters, Rivers and Harbors Act)
Has this PCN previously been submitted?*
0 Yes
O No
1b. What type(s) of permit(s) do you wish to seek authorization?
O Nationwide Permit (NWP)
0 Regional General Permit (RGP)
0 Standard (IP)
1c. Has the NWP or GP number been verified by the Corps?
OYes ®No
Nationwide Permit (NWP) Number:
Nationwide Permit (NWP) Number:
NWP Numbers (for multiple NWPS):
1d. Type(s) of approval sought from the DWR:
O 401 Water Quality Certification - Regular
0 Non-404 Jurisdictional General Permit
❑ Individual 401 Water Quality Certification
29 - Residential Developments
18 - Minor Discharges
❑ 401 Water Quality Certification - Express
OO Riparian Buffer Authorization
le. Is this notification solely for the record because written approval is not required?
For the record only for DWR 401 Certification: 0 Yes OO No
For the record only for Corps Permit: 0 Yes OO No
1f. Is this an after -the -fact permit application?*
O Yes O No
1g. Is payment into a mitigation bank or in -lieu fee program proposed for mitigation of impacts?
O Yes O No
lg. Is payment into a mitigation bank or in -lieu fee program proposed for mitigation of impacts?
O Yes O No
1 h. Is the project located in any of NC's twenty coastal counties?
O Yes O No
1j. Is the project located in a designated trout watershed?
OYes 0No
B. Applicant Information
td. Who is applying for the permit?
0 Owner rJ Applicant (other than owner)
le. Is there an Agent/Consultant for this project?*
OYes 0No
2. Owner Information
2a. Name(s) on recorded deed:
Jill Bright & Giny Wheeler
2b. Deed book and page no.:
Book: 005456 Page: 00627
2c. Contact Person:

2d. Address
Street Address
7400 Fowler Road
Address Line 2
City
Zebulon
Postal / Zip Code
27597
2e. Telephone Number:
[phone]
2g. Email Address:*
[e-mail]
2a. Name(s) on recorded deed:
Randy & Dana Bright
2b. Deed book and page no.:
Book: 009828 Page: 00902
2c. Contact Person:
2d. Address
Street Address
7928 Sutterton Court
Address Line 2
City
Raleigh
Postal / Zip Code
27615
2e. Telephone Number:
[phone]
2g. Email Address:*
[e-mail]
3. Applicant Information (if different from owner)
3a. Name:
Bill Harrell
3b. Business Name:
Hopper Communities
3c. Address
Street Address
1616 Cleveland Ave
Address Line 2
City
Charlotte
Postal / Zip Code
28203
3d. Telephone Number:
[phone]
3f. Email Address:*
[e-mail]
4. Agent/Consultant (if applicable)
4a. Name:
Camden Brunick
4b. Business Name:
Soil & Environmental Consultants, PA
State / Province / Region
NC
Country
USA
2f. Fax Number:
State / Province / Region
NC
Country
USA
2f. Fax Number:
State / Province / Region
NC
Country
USA
3e. Fax Number:

4c. Address
Street Address
8412 Falls of Neuse Road., Ste. 104
Address Line 2
City
Raleigh
Postal / Zip Code
27615
4d. Telephone Number:
[phone]
4f. Email Address:*
[e-mail]
C. Project Information and Prior Project History
State / Province / Region
NC
Country
USA
4e. Fax Number:
1. Project Information
lb. Subdivision name:
(if appropriate)
lc. Nearest municipality / town:
Wake Forest
2. Project Identification
2a. Property Identification Number:
1767483143 & 1767586083
2c. Project Address
Street Address
1801 Rolesville Road
Address Line 2
City
Rolesville
Postal / Zip Code
27587
3. Surface Waters
3a. Name of the nearest body of water to proposed project: *
Buffalo Creek
3b. Water Resources Classification of nearest receiving water: *
C; NSW
3c. What river basin(s) is your project located in?*
Neuse
3d. Please provide the 12-digit HUC in which the project is located.
030202011502
4. Project Description and History
2b. Property size:
±91.39
State / Province / Region
NC
Country
USA
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: *
Existing conditions on the properties consist primarily of agricultural and wooded land with some rural residential structures. Specifically, there are three (3) wetland features (W1-W3), one
(1) intermittent stream (SB), one (1) perennial stream (SC), and one (1) pond (Pond 1) located on the property. Perennial stream 'SC' bounds the northeast of the property. 'SB' is located
near the center of the property just below 'Pond 1' and features adjacent wetlands 'W1-W3'. 'SB' flows northeast before its confluence with 'SC'. The general land use in the vicinity of the
project is agricultural with some residential structures as well as some woodland. Mitchell Mill Road bounds the property to the East and Rolesville Road bounds the property to the West.
4b. Have Corps permits or DWR certifications been obtained for this project (including all prior phases) in the past?*
0 Yes ® No 0 Unknown
4f. List the total estimated acreage of all existing wetlands on the property:
Approximately 5.52 acres
4g. List the total estimated linear feet of all existing streams on the property:
Approximately 3,361 LF
4h. Explain the purpose of the proposed project: *
The purpose of this project is to construct a mixed use single-family and multi -family residential development and associated infrastructure.

4i. 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 mixed use single-family and multi -family residential development including but not limited to; roadway infrastructure, residential
structures, utilities, SCM's, mailbox kiosk, greenway, clubhouse/pool area, and amenities. Specifically, there are three (3) road crossings that impact streams, wetlands and buffers, six (6)
utility crossings that impact streams, wetlands and buffers, one (1) greenway crossing that impacts streams, wetlands, and buffers, and one (1) area of lot fill/grading that impacts
wetlands. Equipment typically used for construction and earthwork such as backhoes, bulldozers, excavators, graders, pavers etc. will be utilized for this project.
5. Jurisdictional Determinations
5a. Have the wetlands or streams been delineated on the property or proposed impact areas? *
Yes
Comments:
O No O Unknown
5b. If the Corps made a jurisdictional determination, what type of determination was made? *
O Preliminary O Approved 0 Not Verified O Unknown Ci N/A
Corps AID Number:
SAW-2019-01457
5c. If 5a is yes, who delineated the jurisdictional areas?
Name (if known):
Agency/Consultant Company:
Other:
Steven Ball
Soil & Environmental Consultants, PA
5d. List the dates of the Corp jurisdiction determination or State determination if a determination was made by the Corps or DWR
USAGE: site visit and field verification was completed by James Lastinger on July, 30, 2019 and PJD issued on May 6, 2020.
NCDWR: Site visit and field determination was completed by Stephanie Goss on August 8, 2019 (NBRRO #19-235).
6. Future Project Plans
6a. Is this a phased project?*
O Yes No
Are any other NWP(s), regional general permit(s), or individual permits(s) used, or intended to be used, to authorize any part of the proposed project or related activity?
It is my understanding that there are no intended future phases beyond the property boundaries shown. Therefore, no additional NWP, Regional General Permits, or IP are anticipated.
D. Proposed Impacts Inventory
1. Impacts Summary
la. Where are the impacts associated with your project? (check all that apply):
O Wetlands Streams -tributaries
O Open Waters 0 Pond Construction
2. Wetland Impacts
El Buffers
2a. Site #* (?)
2a1 Reason (?)
2b. Impact type* (?)
2c. Type of W.*
2d. W. name*
2e. Forested*
2f. Type of Jurisdicition*
(?)
2g. Impact
area*
Impact 1A
Lot Excavation
P
Headwater Forest
Wetland 2
Yes
Both
0.038
(acres)
Impact 1B
SCM/SCM Outlet
P
Headwater Forest
Wetland 2
Yes
Both
0.004
(acres)
Impact 1B
SCM/SCM Outlet
T
Headwater Forest
Wetland 2
Yes
Both
0.058
(acres)
Impact 2
Road Crossing
P
Headwater Forest
Wetland 2
Yes
Both
0.188
(acres)
Impact 2
Road Crossing
T
Headwater Forest
Wetland 2
Yes
Both
0.030
(acres)
Impact 3
Road Crossing
P
Headwater Forest
Wetland 1
Yes
Both
0.080
(acres)
Impact 4
Road Crossing
P
Bottomland Hardwood Forest
Wetland 1 & 3
Yes
Both
0.007
(acres)
Impact 4
Road Crossing
T
Bottomland Hardwood Forest
Wetland 1 & 3
Yes
Both
0.010
(acres)
Impact 5
Utility Crossing
(Permanent -No
Permanent Loss)
P
Bottomland Hardwood Forest
Wetland 3
Yes
Both
0.060
(acres)

Impact 6
Greenway Crossing
T
Bottomland Hardwood Forest
Wetland 3
Yes
Both
0.033
(acres)
Impact 7C
Utility Crossing
(Permanent -No
Permanent Loss)
P
Bottomland Hardwood Forest
Wetland 4
Yes
Both
0.017
(acres)
Impact 7D
Utility Crossing
(Permanent -No
Permanent Loss)
P
Bottomland Hardwood Forest
Wetland 4
Yes
Both
0.053
(acres)
Impact 7E
Utility Crossing
(Permanent -No
Permanent Loss)
P
Bottomland Hardwood Forest
Wetland 4
Yes
Both
0.050
(acres)
2g. Total Temporary Wetland Impact
0.131
2g. Total Wetland Impact
0.628
2i. Comments:
2g. Total Permanent Wetland Impact
0.497
Total permanent wetland impacts = 13,774 SF (0.316 acres), total permanent -no permanent impacts = 7,829 SF (0.179 acres), total temporary impacts =
5,707 SF (0.131 acres)
3. Stream Impacts
3a. Reason for impact (?)
3b.Impact type*
3c. Type of impact*
3d. S. name*
3e. Stream Type*
(?)
3f. Type of
Jurisdiction*
3g. S. width*
3h. Impact
length*
S1
Impact area 4 - Road
Crossing
Permanent
Culvert
Stream B
Intermittent
Both
4
Average (feet)
107
(linear feet)
S2
Impact area 4 - Road
Crossing - RipRap
(Permanent -No Permanent
Loss)
Permanent
Other
Stream B
Intermittent
Both
6
Average (feet)
47
(linear feet)
S3
Impact area 5 - Utility
Crossing
Temporary
Other
Stream B
Intermittent
Both
4
Average (feet)
36
(linear feet)
S4
Impact area 6 - Utility
Crossing
Temporary
Other
Stream B
Intermittent
Both
5
Average (feet)
27
(linear feet)
S5
Impact area 7A - Utility
Crossing
Temporary
Other
Stream E
Perennial
Both
10
Average (feet)
31
(linear feet)
S6
Impact area 7D - Utility
Crossing
Temporary
Other
Stream D
Perennial
Both
9
Average (feet)
31
(linear feet)
S7
Impact area 7E - Utility
Crossing
Temporary
Other
Stream D
Perennial
Both
4
Average (feet)
106
(linear feet)
31. Total jurisdictional ditch impact in square feet:
0
3i. Total permanent stream impacts:
154
3i. Total stream and ditch impacts:
385
3i. Total temporary stream impacts:
231
3j. Comments:
Total permanent stream impacts = 107 LF (419 SF/ 0.009 acres), total permanent -no permanent impacts = 47 LF (262 SF/ 0.006 acres), total temporary
stream impacts = 231 LF (1,352 SF/ 0.031 acres)
6. Buffer Impacts (for DWR)
6a. Project is in which protect basin(s)?
Check all that apply.
O Neuse
O Catawba
O Goose Creek
O Other
Li Tar -Pamlico
O Randleman
O Jordan Lake
6b. Impact Type
6c. Per or Temp
6d. Stream name
6e. Buffer mitigation required?
6f. Zone 1 impact
6g. Zone 2 impact
Impact area 2 - Road Crossing
P
Pond 1
Yes
1,416
1,706
Impact area 4 - Road Crossing
P
Stream B
No
7,607
4,468

Impact area 6 - Greenway Crossing
P
Stream B
No
1,634
1,165
Impact area 7B - Utility Crossing
P
Stream D
Yes
16
3,325
Impact area 7E - Utility Crossing
P
Stream D
Yes
4,140
2,521
6h. Total buffer impacts:
Total Temporary impacts:
Total Permanent impacts:
Zone 1
0.00
Zone 1
14,813.00
Zone 1
Total combined buffer impacts: 14,813.00
Zone 2
0.00
Zone 2
13,185.00
Zone 2
13,185.00
61. Comments:
It should be noted that per the Neuse River Buffer Rules, Impacts 5, 7A, 7B (Zone 2 buffers), 7C, 7D, and 7E (Zone 2 buffers) are considered "deemed
allowable". These impacts are still shown and quantified on the attached impact maps, but are not included within the impact table above.
E. Impact Justification and Mitigation
1. Avoidance and Minimization
la. Specifically describe measures taken to avoid or minimize the proposed impacts in designing the project:
S&EC completed a wetland delineation and Neuse River buffer evaluation for the entire property so that natural resources could be identified, and
impacts could be minimized to the maximum extent practicable. Impact area 1A is proposed permanent wetland impacts for lot excavation. This impact
is necessary to make sure that the stormwater is able flow from the adjacent lots downhill to the wetland to keep it sustainable. Compensatory mitigation
@ 2:1 ratio has been proposed to offset permanent wetland impacts. Impact area 1 B is proposed permanent and temporary wetland impacts for an
SCM/SCM outlet. These impacts are necessary for the adjacent SCM to treat stormwater and filter it back into the adjacent wetland. The SCM was
placed in this location based on the surrounding topography and will only impact a small top potion of the wetland drainage. A riprap dissipator will be
utilized at the end of the SCM outlet to minimize wetland impacts to the maximum extent practicable. Compensatory mitigation @ 2:1 ratio has been
proposed to offset permanent wetland impacts. Impact area 2 is proposed permanent and temporary wetland impacts and permanent buffer impacts for
a road crossing. This road crossing is necessary to connect the western and eastern portions of the development. A culvert will be utilized to provide
hydrologic connectivity between Wetland 2 and the pond. Retaining walls and a riprap dissipator pad will also be utilized to minimize impacts to the
maximum extent practicable. Compensatory mitigation @ 2:1 ratio has been proposed to offset permanent wetland impacts along with @ 3:1 ratio for
Zone 1 and @ 1.5:1 ratio for Zone 2 permanent buffer impacts. Impact area 3 is proposed permanent wetland impacts for a road crossing. This road
crossing is necessary to connect the northern portion of the development with the southern portion. The crossing has been strategically placed as far
west of the wetland and at the top of the wetland drainage. Compensatory mitigation @ 2:1 ratio has been proposed to offset permanent wetland
impacts. Impact area 4 is proposed permanent and temporary wetland, permanent and permanent -no permanent stream, and permanent buffer impacts
for a road crossing. This road crossing will occur perpendicular to the stream and is necessary to connect the northern portion of the development with
the southern portion. Retaining walls/end walls will be utilized as well as a riprap dissipator to reduce flow velocities and minimize stream degradation.
Compensatory mitigation @ 2:1 ratio has been proposed to offset permanent wetland impacts. Impact area 5 is proposed permanent -no permanent loss
and temporary stream impacts for a utility crossing. This impact is occurring perpendicular to the stream to minimize impacts to the maximum extent
practicable. Compensatory mitigation @ 1:1 ratio has been proposed to offset permanent -no permanent wetland impacts. Impact area 6 is proposed
temporary stream and wetland as well as permanent buffer impacts for a greenway crossing. The crossing will utilize a boardwalk to cross over the
stream at a perpendicular angle to minimize impacts to the maximum extent practicable. Impact area 7A is proposed temporary stream impacts for a
utility crossing. The crossing will occur at a perpendicular angle with the stream to minimize impacts to the maximum extent practicable. Impact area 7B
is proposed permanent Zone 1 buffer impacts for a utility crossing. The utility crossing will occur parallel to the stream and was strategically placed as far
west of the stream to avoid most Zone 1 buffer impacts. Compensatory mitigation @ 3:1 ratio for permanent Zone 1 buffer impacts have been proposed
to offset permanent Zone 1 impacts. Impact area 7C is proposed permanent -no permanent wetland impacts for a utility crossing. The utility crossing is
occurring at the thinnest portion of the wetland and is avoided all parallel impacts to Zone 1. Compensatory mitigation @ 1:1 ratio for permanent -no
permanent loss wetland impacts have been proposed to offset wetland losses. Impact area 7D is proposed temporary stream and permanent -no
permanent loss wetland impacts for a utility crossing. The crossing will occur at a perpendicular angle with the stream to minimize impacts to the
maximum extent practicable. Compensatory mitigation @ 1:1 ratio for permanent -no permanent loss wetland impacts have been proposed to offset
wetland losses. Impact area 7E proposed temporary stream and permanent -no permanent loss wetland impacts for a utility crossing. The crossing will
occur at a perpendicular angle with the stream to minimize impacts to the maximum extent practicable. Compensatory mitigation @ 1:1 ratio for
permanent -no permanent loss wetland impacts along with @ 3:1 ratio for Zone 1 and @ 1.5:1 ratio for Zone 2 permanent buffer impacts.
1b. Specifically describe measures taken to avoid or minimize the proposed impacts through construction techniques:
Tree protection fencing, silt fencing, sediment skimmer basins, and temporary diversion ditches will be utilized.
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?
O Yes O No
2c. If yes, mitigation is required by (check all that apply):
OO DWR 1) Corps
2d. If yes, which mitigation option(s) will be used for this project?
Mitigation bank 0 Payment to in -lieu fee program Oi Permittee Responsible Mitigation

3. Complete if Using a Mitigation Bank
3a. Name of Mitigation Bank:
Wildlands Holdings - Falling Creek Stream and Wetland Umbrella Mitigation Bank (Wetlands)/Falling
Creek Nutrient Offset and Buffer Bank (Buffers)
3b. Credits Purchased/Requested (attach receipt and letter)
Type: Quantity:
Riparian wetland
Riparian buffer
3c. Comments
0.81 acres
19,275 SF
6. Buffer mitigation (State Regulated Riparian Buffer Rules) - required by DWR
6a. Will the project result in an impact within a protected riparian buffer that requires buffer mitigation? If yes, you must fill out this entire form - please contact DWR for more information.
O Yes
6b. If yes, then identify the square feet of impact.
No
6c. Reason for impact
6d. Total impact (square
feet)
Multiplier
6e. Required mitigation
(square feet)
Zone 1
Road Crossings & Utility Crossings
5,572
3
16,716
Zone 2
Road Crossing
6f. Total buffer mitigation required
19275
1,706
1.5
6g. If buffer mitigation is required, is payment to a mitigation bank or NC Division of Mitigation Services proposed?
Co) Yes 0No
6j. Comments:
F. Stormwater Management and Diffuse Flow Plan (required by DWR)
2,559
1. Diffuse Flow Plan
la. Does the project include or is it adjacent to protected riparian buffers identified within one of the NC Riparian Buffer Protection Rules?
Yes 0, No
What type of SCM are you providing?
O Level Spreader
O Vegetated Conveyance (lower SHWT)
O Wetland Swale (higher SHWT)
2 Other SCM that removes minimum 30% nitrogen
0 Proposed project will not create concentrated stormwater flow through the buffer
2. Stormwater Management Plan
2a. Is this a NCDOT project subject to compliance with NCDOT's Individual NPDES permit NCS000250?*
Yes !• No
2b. Does this project meet the requirements for low density projects as defined in 15A NCAC 02H .1003(2)?
0 Yes 't) 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?
.� Yes O No
N/A - project disturbs < 1 acre
2d. Which of the following stormwater management program(s) apply:
EI Local Govemment O State
Local Government Stormwater Programs
O Phase II l J NSW 0 USMP O Water Supply
Please identify which local government stormwater program you are using.
Wake County
Comments:

G. Supplementary Information
1. Environmental Documentation
la. Does the project involve an expenditure of public (federal/state/local) funds or the use of public (federal/state) land?*
O Yes O No
2. Violations (DWR Requirement)
2a. Is the site in violation of DWR Water Quality Certification Rules (15A NCAC 2H .0500), Isolated Wetland Rules (15A NCAC 2H .1300), or DWR Surface Water or Wetland Standards or
Riparian Buffer Rules (15A NCAC 2B .0200)7*
O Yes
3. Cumulative Impacts (DWR Requirement)
3a. Will this project result in additional development, which could impact nearby downstream water quality?*
O Yes O 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 Mitchell Mill property project is a residential development. Additionally, the project is located within the town of Wake Forest
ETJ, 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 Best
Management Practices may be required 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?*
• Yes No N/A
4b. Describe, in detail, the treatment methods and dispositions (non -discharge or discharge) of wastewater generated from the proposed project. If the wastewater will be treated at a
treatment plant, list the capacity available at that plant.
Non -discharge wastewater will be generated and treated at the Neuse River W WTP which has a capacity of 75 MGD.
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?*
O Yes O No
5b. Have you checked with the USFWS conceming Endangered Species Act impacts?*
0 Yes ® No
5d. Is another Federal agency involved?*
0 Yes
5e. Is this a DOT project located within Division's 1.8?
OYes ®No
0 No O Unknown
5f. Will you cut any trees in order to conduct the work in waters of the U.S
OYes ONo
5g. Does this project involve bridge maintenance or removal?
0 Yes ® No
5h. Does this project involve the construction/installation of a wind turbine(s)?*
0Yes ®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.?
OYes 0No
5j. What data sources did you use to determine whether your site would impact Endangered Species or Designated Critical Habitat?
The NC Natural Heritage Programs Data Explorer Map was used to search for elemental occurrences of federally protected species listed within and
within 1-mile of the project boundaries. It was determined based on the search that there are no elemental occurrences that are listed as federally
Threatened/Endangered within or within 1-mile of the project boundaries. References: NC Natural Heritage Program. 2020. Geographic Information
System (GIS) data. NCDNCR, Raleigh, NC. Available at http://www.ncnhp.org/. (Accessed: February 18, 2020).
6. Essential Fish Habitat (Corps Requirement)
6a. Will this project occur in or near an area designated as an Essential Fish Habitat?*
Yes • No

6b. What data sources did you use to determine whether your site would impact an Essential Fish Habitat?*
The 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?*
• Yes O 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 interactive map was referenced on February 18, 2020, two historic listings or study list
entries or determined eligible listings were identified within the property boundaries. The listed structures are the R.B. Whitley Tenant House (WA1826)
which is described as a 1900-1910 pyramidal cottage and Whitley -Fowler Farm Tenant House (WA1818) which is described as a 1910s pyramidal
cottage. S&EC submitted an environmental review request to the NCSHPO on January 31, 2020 and received concurrence on March 6, 2020 that there
would be no historic resources affected by the project. Please see attached report and concurrence letter.
8. Flood Zone Designation (Corps Requirement)
8a. Will this project occur in a FEMA-designated 100-year floodplain7*
O Yes O No
8b. If yes, explain how project meets FEMA requirements:
There are no residential lots or SCM's proposed within the floodplain. The pump station will be elevated to 3' above BFE by fill to 349.00'.
8c. What source(s) did you use to make the floodplain determination?*
NC Flood Risk Information System F000dplain Mapping Program and confirmation from the project engineer.
Miscellaneous
Please use the space below to attach all required documentation or any additional information you feel is helpful for application review. Documents should be combined into one file when
possible, with a Cover Letter, Table of Contents, and a Cover Sheet for each Section preferred.
Click the upload button or drag and drop files here to attach document
Rolesville Crossing PCN Attachments.pdf 23.49MB
File must be PDF or KMZ
Comments
Signature
Ri By checking the box and signing below, I certify that:
• The project proponent hereby certifies that all information contained herein is true, accurate, and complete to the best of my knowledge and belief'; and
• The project proponent hereby requests that the certifying authority review and take action on this CWA 401 certification request within the applicable reasonable period of time.
• I have given true, accurate, and complete information on this form;
I agree that submission of this PCN form is a "transaction" subject to Chapter 66, Article 40 of the NC General Statutes (the "Uniform Electronic Transactions Act");
I agree to conduct this transaction by electronic means pursuant to Chapter 66, Article 40 of the NC General Statutes (the "Uniform Electronic Transactions Act");
I understand that an electronic signature has the same legal effect and can be enforced in the same way as a written signature; AND
I intend to electronically sign and submit the PCN form.
Full Name:
Camden M. Brunick
Signature
.S4Fdre.A?"(- C3sssa., fiefs.**
Date
3/15/2022

Soil & Environmental Consultants, PA
8412 Falls of Neuse Road, Suite 104, Raleigh, NC 27615 • Phone: [phone] • Fax: [phone]
sandec.com
AGENT AUTHORIZATION
Project Name/Description: Rolesville/Mitchell Mill S&EC Project # 13755
Date:
The Department of the Army
U.S. Army Corps'o'f Engineers, Wilmington District
69'Darlington Avenue
Wilmington, NC 28403
Attn: April Norton Field Office: Raleigh Regulatory Field Office
I, the undersigned, 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.
PARCEL INFORMATION:
Parcel Index Number(s) (PIN): 1767483143 & 1767586083
Site Address: 1801 Rolesville Road
City, County, State: Wake Forest, Wake County, NC
APPLICANT INFORMATION:cm l l 1 1 l l %I�,p,�`
Name: l� ► 4 t i`V� r S•2 4 1/ 1 T +K—r G \NA.r, -f 5
Mailing Address: \ion r �e�12,1o�n �x�� —� �n�,r �,�-} e, MK. A 8 a e
Telephone Number:°I q - c19 ael
Email: bho,rcQ,kk hofee�weN lri e.S • Gnu
Applicant (please print)
Applicant Signature
Date
We hereby certify the above information submitted in this application is true and accurate to
the best of our know/edge,

E TE•FARM; ( i
Project Number:
13755.W1
Project Manager:
SB
Scale: 1 1000'
Date:
1/8/2019
Map Title:
Figure 1- USGS Map
1801 Rolesville Rd
Wake County, NC
Source: 2016 Rolesville
& Knightdale Quad
1,000 2,000
1 1 1 1 1 1 1 1
S&
EC
Feet
Soil & Environmental Consultants, PA
8412 Fulls of Neuse Road, suite 104, Rudieh, NC 29615 • Phone, [phone] • Fax, [phone]
henlocwm

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Project Number:
13755.W1
Project Manager:
Date:
1" = 1000'
1/8/2019
C
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Map Title:
Figure 2- Soil Survey Map
1801 Rolesville Rd
Wake County, NC
source: Wake Soil Survey
Sheets 31 & 32
AL B2
�� (ApC
0 1,000 2,000
1 1 1 I 1 1 1
Feet
S&
EC
•
Soil Sc Environmental Consultants, PA
8412 Fills otNeuse Road, suite 104,1W eieh, NC 29615 • Phone, [phone] • tam, [phone]

\•
• \f
., •-ar',
I
New flagged locations (4)
denoted by single flag, double flag,
triple flag, and quad. flagging
01 TT 02A&B
Per site visit with James
Lastinger of the USACE on
7/30/19 and Stephanie Goss
of NCDWR on 8/8/19
411
y HARTLAND MANOR CT
Feature not subect to buffers
328 TT Pond
35A TT CH
55B TT CH
54B TT CH
rar�j�' 3
55A TT CH
83B TT CH
/ t l•
1rtl
I / /
N
s
\ \
\ \ .\ `:`,•
\ \ \ \
\•\.\\ \
1 } t 1
1 1.e
i
Detailed Delineation of Waters of the US
Suitable for Preliminary Planning Only
S&EC reserves the right to modify this map based on more fieldwork,
and any other additional information. Approximations were mapped using
topographic maps, air photos and ground truthing. If the site is going
to be disturbed, S&EC's detailed delineation should be approved and
permitted by the U.S. Army Corps of Engineers as required. If the user of
this work desires an accurate map of the regulated features flagged by
S&EC, they should retain a NC Registered Professional Land Surveyor to
locate S&EC's flagging.
i/
f11
JI I i 1
I L. I ri
I
/ 1
Legend
aim
Evaluation Area
Potentially Jurisdictional Perennial Stream
d Potentially Jurisdicitional Intermittent Stream
Potentially Jurisdictional Pond
Potentially Jurisdictional Wetland
Newly added Wetland area from USACE site visit
Potential 50' Neuse River Buffer
2' Contour
Project No.
13755.W1
Project Mgr.:
SB
Scale:
1"=300'
7/30/19
300
s
600
1,200
Feet
Wetland Sketch Map
1801 Rolesville Rd
Wake County, NC
NOTE: Parcel boundary shown is based on a georeferenced image from
the Wake Co. GIS mapping website, aligned based on NCDOT roads GIS
layer. As such, all calculated areas shown herein are approximate and
subject to change based on new or better information.
Soil & Environmental Consultants, PA
8412 Palls of Ncuse Road, Suite 104, Raleigh, NC 27615 • Phone: [phone] • Fax: (919) 84G-94 7
sandec.com

S:\332\43398-Wheeler Tract\DWG\Sheet\Exhibit\43398C-EX-COVR.dwg I Plotted on 2/23/2022 11:49 AM I by Alex May
OWNERS:
GINY WHEELER & JILL BRIGHT
C/O HOPPER COMMUNITIES
2403 MEDWAY DRIVE
RALEIGH, NC 27608
PH: [phone]
DANA BRIGHT & RANDY BRIGHT
C/O HOPPER COMMUNITIES
2403 MEDWAY DRIVE
RALEIGH, NC 27608
PH: [phone]
SITE DATA TABLE
ROLESVILLE CROSSING
ENVIRONMENTAL IMPACTS EXHIBIT
1801 ROLESVILLE RD
ROLESVILLE, NORTH CAROLINA 27587
DEVELOPER:
HOPPER COMMUNITIES, INC
1616 CLEVELAND AVE
CHARLOTTE NC 28203
PH: [phone]
PROJECT NAME:
WHEELER TRACT
APPLICANT/ PROPERTY OWNER:
HOPPER COMMUNITIES / GINY WHEELER
PIN(S):
1767-48-3143 (46.8 AC)
1767-58-6083 (44.59 AC)
DEED REFERENCE:
D.B. 005456 PG. 00627
D.B. 009828 PG. 00902
PLAT REFERENCE:
PROPERTY ADDRESS:
1801 ROLESVILLE RD
ROLESVILLE, NC 27587
EXISTING ZONING:
R-3-CZ
CURRENT USE:
RESIDENTIAL
PROPOSED USE:
RESIDENTIAL
UNIT COUNT:
SINGLE FAMILY: 177
TOWNHOUSE: 120
TOTAL PROJECT AREA:
90.65 AC AFTER R/W DEDICATION
PROPOSED NEW PUBLIC R/W
DEDICATION:
ROLESVILLE ROAD: 1/2 OF 100' R/W
MITCHELL MILL ROAD: 1/2 OF 110' PER TOWN
INTERNAL ROADS: 50' AND 60' RNV
WATERSHED:
NEUSE
15.4.5 - STREETS
15.4.5.1
TYPE OF STREET REQUIRED
ALL SUBDIVISION LOTS SHALL ABUT AT LEAST 20 FEET ON A PUBLIC STREET. ALL PUBLIC STREETS SHALL
BE DEDICATED TO THE TOWN OF ROLESVILLE, THE STATE OF NORTH CAROLINA OR THE PUBLIC AS
DETERMINED APPROPRIATE BY THE BOARD OF COMMISSIONERS OF THE TOWN OF ROLESVILLE. ALL
PUBLIC STREETS SHALL BE BUILT TO THE STANDARDS OF THIS ORDINANCE AND ALL OTHER APPLICABLE
STANDARDS OF THE TOWN OF ROLESVILLE AND THE NORTH CAROLINA DEPARTMENT OF
TRANSPORTATION. PUBLIC STREETS NOT DEDICATED TO THE TOWN WHICH ARE ELIGIBLE FOR
ACCEPTANCE INTO THE STATE HIGHWAY SYSTEM SHALL BE CONSTRUCTED TO THE STANDARDS
NECESSARY TO BE PUT ON THE STATE HIGHWAY SYSTEM OR THE STANDARDS IN THIS ORDINANCE,
WHICHEVER IS STRICTER, IN REGARD TO EACH PARTICULAR ITEM AND SHALL BE PUT ON SUCH SYSTEM.
STREETS NOT DEDICATED TO THE TOWN WHICH ARE NOT ELIGIBLE TO BE PUT ON THE STATE HIGHWAY
SYSTEM BECAUSE THERE ARE TOO FEW LOTS OR RESIDENCES SHALL, NEVERTHELESS, BE DEDICATED TO
THE PUBLIC AND SHALL BE IN ACCORDANCE WITH THE STANDARDS IN THIS ORDINANCE OR THE
STANDARDS NECESSARY TO BE PUT ON THE STATE HIGHWAY SYSTEM, WHICHEVER IS STRICTER IN
REGARD TO EACH PARTICULAR ITEM, SO AS TO BE ELIGIBLE TO BE PUT ON THE SYSTEM AT A LATER DATE.
A WRITTEN MAINTENANCE AGREEMENT WITH PROVISIONS FOR MAINTENANCE OF THE STREET UNTIL IT IS
PUT ON THE STATE SYSTEM SHALL BE INCLUDED WITH THE FINAL PLAT.
15.4.5.2
SUBDIVISION STREET DISCLOSURE STATEMENT
ALL STREETS SHOWN ON THE FINAL PLAT SHALL BE DESIGNATED IN ACCORDANCE WITH G.S. § 136-102.6
AND DESIGNATION AS PUBLIC SHALL BE CONCLUSIVELY PRESUMED AN OFFER OF DEDICATION TO THE
PUBLIC. WHERE STREETS ARE DEDICATED TO THE PUBLIC BUT NOT ACCEPTED INTO A MUNICIPAL OR THE
STATE SYSTEM, BEFORE LOTS ARE SOLD, A STATEMENT EXPLAINING THE STATUS OF THE STREET SHALL
BE INCLUDED WITH THE FINAL PLAT.
KNOW WHAT'S BELOW.
CALL 811 BEFORE YOU DIG.
HOPPER
COMMUNITIES
WAKE COUNTY
CIVIL ENGINEER:
TIMMONS GROUP
PATRICK BARBEAU, P.E.
5410 TRINITY ROAD; SUITE 102
RALEIGH, NC 27607
PH: [phone]
[e-mail]
VICINITY MAP
1" = 1000'
SURVEYOR:
TIMMONS GROUP
TERRY WESTENDORF, PLS
5410 TRINITY ROAD; SUITE 102
RALEIGH, NC 27607
PH: [phone]
[e-mail]
(BOUNDARY ONLY)
M
0
z
Sheet List Table
BUFFER/WETLAND:
SOIL AND ENVIRONMENTAL CONSULTANTS, PA
STEVEN BALL, RF, PWS
8412 FALLS OF NEUSE ROAD, SUITE 104
RALEIGH, NC 27615
PH: [phone]
[e-mail]
Sheet Number
Sheet Title
CVR
COVER PAGE
EX1.0
OVERALL EXISTING CONDITIONS AND DEMOLITION PLAN
EX2.0
ENVIRONMENTAL IMPACTS EXHIBIT - WETLANDS & STREAMS
EX3.0
ENVIRONMENTAL IMPACTS EXHIBIT - BUFFER ZONES 1 AND 2
EX4.0
OVERALL GRADING PLAN
EX5.0
OVERALL UTILITY PLAN
EX 6.0
IMPACT AREA 1
EX 6.1
IMPACT AREA 2
EX 6.2
IMPACT AREA 3
EX 6.3
IMPACT AREA 4
EX 6.4
IMPACT AREA 5
EX 6.5
IMPACT AREA 6
EX 6.6
IMPACT AREA 7
EX 6.7
IMPACT AREA 7B
EX 6.8
IMPACT AREA 7C
EX 6.9
IMPACT AREA 7D
EX 6.10
IMPACT AREA 7E
EX 7.0
STREAM CROSSING 1
EX 7.1
STREAM CROSSING 2
EX 7.2
STREAM CROSSING 3
EX 7.3
WETLAND CROSSING
EX 7.4
FORCEMAIN CROSSING
EX 7.5
FORCEMAIN CROSSING
EX 7.6
FORCEMAIN CROSSING
TOTAL IMPACTS PER AREA
AREA
TYPE OF IMPACT
AMOUNT
IMPACT AREA 1A
(LOT FILL)
WETLAND W2
PERMANENT
1639 SF
PERMANENT - NO PERM LOSS
0 SF
TEMPORARY
0 SF
IMPACT AREA 1 B
(SCM FILL)
WETLAND W2
PERMANENT
163 SF
PERMANENT - NO PERM LOSS
0 SF
TEMPORARY
2536 SF
IMPACT AREA 2
WETLAND W2
PERMANENT
8194 SF
PERMANENT - NO PERM LOSS
0 SF
TEMPORARY
1300 SF
RIPARIAN BUFFER
ZONE 1
1416 SF
ZONE 2
1706 SF
IMPACT AREA 3
WETLAND W1
PERMANENT
3487 SF
PERMANENT - NO PERM LOSS
0 SF
TEMPORARY
0 SF
IMPACT AREA 4
WETLAND W1
PERMANENT
272 SF
PERMANENT - NO PERM LOSS
0 SF
TEMPORARY
172 SF
WETLAND W3
PERMANENT
19 SF
PERMANENT - NO PERM LOSS
0 SF
TEMPORARY
267 SF
STREAM B
PERMANENT
419 SF (107 LF)
PERMANENT - NO PERM LOSS
262 SF (47 LF)
TEMPORARY
0 SF
RIPARIAN BUFFER
ZONE 1
6877 SF
ZONE 2
4468 SF
IMPACT AREA 5
WETLAND W3
PERMANENT
OSF
PERMANENT - NO PERM LOSS
2594 SF
TEMPORARY
0 SF
STREAM B
PERMANENT
0 SF
PERMANENT - NO PERM LOSS
0 SF
TEMPORARY
154 SF (36 LF)
RIPARIAN BUFFER
ZONE 1
265 SF
ZONE 2 (DEEMED ALLOWABLE)
788 SF
IMPACT AREA 6
WETLAND W3
PERMANENT
OSF
PERMANENT - NO PERM LOSS
0 SF
TEMPORARY
1432 SF
STREAM B
PERMANENT
0 SF
PERMANENT - NO PERM LOSS
0 SF
TEMPORARY
130 SF (27 LF)
RIPARIAN BUFFER
ZONE 1
680 SF
ZONE 2
688 SF
IMPACT AREA 7A
STREAM E
PERMANENT
OSF
PERMANENT - NO PERM LOSS
0 SF
TEMPORARY
313 SF (31 SF)
RIPARIAN BUFFER
ZONE 1
1628 SF
ZONE 2 (DEEMED ALLOWABLE)
1252 SF
IMPACT AREA 7B
RIPARIAN BUFFER
ZONE 1
16 SF
ZONE 2 (DEEMED ALLOWABLE)
3325 SF
IMPACT AREA 7C
WETLAND W4
PERMANENT
OSF
PERMANENT - NO PERM LOSS
755 SF
TEMPORARY
0 SF
RIPARIAN BUFFER
ZONE 1
0 SF
ZONE 2 (DEEMED ALLOWABLE)
1016 SF
IMPACT AREA 7D
WETLAND W4
PERMANENT
OSF
PERMANENT - NO PERM LOSS
2292 SF
TEMPORARY
0 SF
STREAM D
PERMANENT
0 SF
PERMANENT - NO PERM LOSS
0 SF
TEMPORARY
292 SF (31 LF)
RIPARIAN BUFFER
ZONE 1
325 SF
ZONE 2 (DEEMED ALLOWABLE)
643 SF
IMPACT AREA 7E
WETLAND W4
PERMANENT
OSF
PERMANENT - NO PERM LOSS
2188 SF
TEMPORARY
0 SF
STREAM D
PERMANENT
0 SF
PERMANENT - NO PERM LOSS
0 SF
TEMPORARY
463 SF (106 LF)
RIPARIAN BUFFER
ZONE 1
4140 SF
ZONE 2
2521 SF
I PRELIMINARY - NOT RELEASED FOR CONSTRUCTION I
02/23/2022
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YOUR VISION ACHIEVED THROUGH OURS.
REVISION DESCRIPTION
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02/23/22
ALL CONSTRUCTION TO BE IN ACCORDANCE WITH ALL TOWN OF ROLESVILLE, CITY OF
RALEIGH, NCDEQ AND NCDOT STANDARDS, SPECIFICATIONS, AND DETAILS
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SCALE
AS SHOWN
COVER PAGE
JOB NO.
43398
SHEET NO.
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BRIAN SEGUIN
TRUSTEE,
KATHERINE SEGUIN
TRUSTEE,
DB 18272, PG 2053
BM 1987, PG 331
IN 1767-38-3542
BENNY MOODY,
LAWRENCE MOODY,
AND ✓EFFREYLYNN
DB 014297, PG 01583
BM 1986, PG 968
PIN 1767-28-4304
EX 24" RCP
EX INV==379.98
EX INV==380.10
EX. INV=383.35
EX. 6" CPP
EX INV=383.60
LOT 13
ERNEST LLOYD LEE JR
DB 12777, PG 1559
PIN 1767-37-5272
E INV=3
L PIPE
P�Dl ECTION
(PIURIED)
EX. 12" RCP
EX INV=395.09
CHARLES T. CLARK
AND WIFE
PATRICIA H. CLARK
DB 4572, PG 246
PIN 1767-38-9615
ARSON HURLE
B 18004, PG 153
BM 1986, PG 967
PIN 1767-38-8313
MILDRED B. MOODY
AND RACHEL MOODY
DB 17107, PG 582
PIN 1767-38-7170
LOT 11
ALFRED C THOMAS
DB 12779, PG 2611
PIN 1767-37-7282
'WOODS CROSSING SUBDIVISION"
BM 2006, PG 466
EX. INV==385.15
EX. 15" RCP
EX. INV==384.75
DEMOLITION NOTES
TAVISTON COURT
50' PUBLIC R/W
LOT 10
JOSE L HERNANDEZ
DB 17687, PG 672
PIN 1767-47-0283
LOT4
REGINALD HOPKINS
DB 9496, PG 2630
PIN 1767-47-2196
LOT5
DONNA WATKINS PCE GROUP PT. #1
OINT OF SITE CONTROL
LOCALLIIZATION
DB 16324, PG 1810 MAG NAIL (FLUSH)
NC GRID NAD 83 (2011) COORDINATES:
PIN 1767-47-4134 NORTHING: 776,962.65'
EAST I N G: 2.164,453, 74'
ELEVATION (SITE TBM): 399.93'
"MITCHELL
MEADOW
SUBDIVISION"
BM 2001, PG
1814
I. GP\ 0°jc„
ati
a
1. ALL UTILITIES OR STRUCTURES NOT INDICATED FOR REMOVAL OR
MODIFICATION ARE TO REMAIN AND BE PROTECTED FROM DAMAGE.
2. CONTRACTOR TO OBTAIN, REFERENCE, AND UTILIZE ALL AVAILABLE
ENVIRONMENTAL REPORTS (PHASE 1 ESA, ASBESTOS, ETC.) FROM
DEVELOPER.
3. ALL WASTE MATERIAL GENERATED FROM CLEARING AND DEMOLITION
ACTIVITIES SHALL BE DISPOSED OF OFF -SITE IN ACCORDANCE WITH ALL
APPLICABLE RULES AND REGULATIONS.
4. REMOVE/ DEMOLISH/ ABANDON AFTER EROSION CONTROL MEASURES ARE
IN PLACE AN APPROVAL OF THE INSPECTOR. REFER TO EROSION CONTROL
PLAN.
5. REMOVE TOPSOIL AND STOCKPILE APPROPRIATELY ON -SITE. ON -SITE
TEMPORARY STOCKPILES SHALL BE LOCATED WITHIN CONSTRUCTION
LIMITS.
6. DO NOT INTERRUPT EXISTING UTILITIES SERVICING FACILITIES OCCUPIED BY
THE OWNER OR OTHERS EXCEPT WHEN PERMITTED UNDER THE FOLLOWING
CONDITIONS AND THEN ONLY AFTER ARRANGING TO PROVIDE ACCEPTABLE
TEMPORARY UTILITY SERVICES. (1) NOTIFY OWNER NOT LESS THAN ONE
WEEK IN ADVANCE OF PROPOSED UTILITY INTERRUPTIONS. (2) DO NOT
PROCEED WITH UTILITY INTERRUPTIONS WITHOUT RECEIVING OWNER
WRITTEN PERMISSION. (3) COORDINATE ALL UTILITY RELOCATION WITH
APPROPRIATE UTILITY PROVIDER.
7. ALL PAVEMENT OR CONCRETE TO BE REMOVED SHALL BE SAW CUT TO
PROVIDE A STRAIGHT AND UNIFORM JOINT WITH NEW CONSTRUCTION. ANY
EXISTING PAVEMENT, SIDEWALK, CURB & GUTTER, ETC. THAT MUST BE
REMOVED TO ALLOW NEW CONSTRUCTION SHALL BE REMOVED TO ALLOW
NEW CONSTRUCTION SHALL BE REMOVED AND REPAIRED PER THE
SPECIFICATIONS AND DETAILS OR TO MATCH EXISTING CONDITIONS
(WHETHER OR NOT SHOWN ON THE DRAWINGS TO BE REMOVED). UTILITY
INSTALLATIONS MAY UTILIZE OPEN CUT OF PAVEMENTS UNLESS INDICATED
OTHERWISE. TRENCH IN EXISTING ASPHALT SHALL BE PATCHED PER
PAVEMENT REPAIR DETAIL.
8. PROTECT ALL ADJACENT PROPERTIES, THE GENERAL PUBLIC AND ALL OF
THE OWNER'S FACILITIES. SHOULD DAMAGE OCCUR, NOTIFY ARCHITECT
IMMEDIATELY.
0
DWIGHT THOMAS WOODLEIF
AND WIFE
CAROLYN WOODLAkaiiitIEF
Amo. Auk Ask
DB 14286, PG 1908
_ _ BM 2011, PG 84
/ = — /L ���ab�i PIN 1767-58-0938
11.�r A Ao
/ / /
/ // / ./
/ /
/
/ ,
—
�, - ! % PROPOSED LOD /
- - - i STREAM A
WETLAND W1
\ \ cr O
— \ EXISTING WETLANDS , \ \ \ \
\\\ \
Ntis
rk
` PROPOSED LOD \ \ \
\ \\ STREAM B
\ \ ► I I I I I I\
cL21 1 1 \ 1 1
M / 1 \ 1(
POND 1
►
1 /
/ /
I
I
I / //
\ 1 WETLAND W2
\ 1 1 1 1 , /
-. \ \ \ \ 1 1 I I /
1\\\ 1 1 I 1 1 I
1
I I � _ III 1
I I EXISTING I I
/ WETLANDS I I
I Ia1I//
/ M I I \ 385
/ / \
LOT6
WATER DEAN SAULS
DB 11390, PG 1138
PIN 1767-46-5953
LOT 7
ROBERTBUTTNER
DB 18264, PG 233
PIN 1767-46-6746
EX. /NV=392.20 — O,
IMPACT AREA 2
IMPACT AREA 1
\
s — • /
/ \ \ \
\ \
MARTY W WEATHERS
DB 15-E, PG 2513
PIN 1767-56-0612
OPEN
WATER'
/
375- I I I
/' 1 I I
\ e ,I I / / / r
— \\ / / / / /
— — . \\ \ ../ / M / I/ / /
\
, /
/ �. \
/
/ /
\1O
/ 1 \ \
/ \
ELAINE T WATKINS
DB 16-E, PG 1796
PIN 1767-66-2603
EX 18" RCP
EX. INV=390.03
EX. INV=389.78
CE GROUP CONTROL PT. #2
POINT OF SITE LOCALIZATION
60D MAG HUB (FLUSH)
NC GRID NAD 83 (2011)
COORDINATES:
NORTHING: 777, 071.66'
EAST I N G: 2.165,339.03'
ELEVATION: 393.45'
JAMES GARY PITTMAN
DB 12631, PG 366
SPIN 1767-56-6385
411\
JOHN P HAKES JAMES GARY PITTMAN
DB 11860, PG 2401 DB 12631, PG 366
PIN 1767-56-2300 PIN 1767-56-3654
EX IN
EX 15" RC
9. SUBSURFACE FEATURES ARE SHOWN IN APPROXIMATE LOCATION.
CONTRACTOR IS RESPONSIBLE FOR SUBSURFACE UTILITY EXPLORATION TO
DETERMINE UTILITY LOCATIONS AND DEPTHS.
10. THE CONTRACTOR SHALL USE NC ONE CALL (811) TO LOCATE ALL
UNDERGROUND UTILITIES.
11. CONTRACTOR TO VERIFY LOCATIONS AND SIZES OF ALL EXISTING
FEATURES PRIOR TO COMMENCEMENT OF CONSTRUCTION. REPAIR AND
REPLACE ANY DAMAGES TO EXISTING UTILITIES RESULTING FROM
CONSTRUCTION.
12. CONTRACTOR IS RESPONSIBLE FOR REMOVING OR ABANDONING ALL
EXISTING UTILITIES AND STRUCTURES REQUIRED TO COMPLETE SITE
CONSTRUCTION, EITHER ONSITE OR IN PUBLIC ROW, IN ACCORDANCE WITH
LOCAL, STATE AND FEDERAL REGULATIONS.
13. WATER AND SEWER ABANDONMENT SHALL BE DONE IN ACCORDANCE WITH
CITY OF RALEIGH STANDARDS INCLUDING DISCONNECT FROM THE MAIN
AND REMOVAL OF SERVICES FROM THE RIGHT-OF-WAY.
14. ANY EXISTING UNIDENTIFIED SEPTIC SYSTEMS AND WELLS FOUND ON SITE
SHALL BE REMOVED OR ABANDONED IN ACCORDANCE WITH LOCAL, STATE
AND FEDERAL REGULATIONS AT NO CHARGE TO THE OWNER
15. VERIFY ALL ILLUSTRATED KNOWN UNDERGROUND ELEMENTS. EXERCISE
REASONABLE EFFORTS TO PROTECT ANY UNKNOWN UNDERGROUND
ELEMENTS. NOTIFY THE ARCHITECT IMMEDIATELY IF UNKNOWN ELEMENTS
ARE DISCOVERED THAT WOULD NECESSITATE MODIFICATION TO THE
PROPOSED DESIGN.
16. CONTRACTOR SHALL COORDINATE ALL CONNECTIONS, RELOCATION AND
DEMOLITION WORK WITH THE APPROPRIATE COMPANY OR JURISDICTION
HAVING AUTHORITY AND SHALL OBTAIN ANY PERMITS AS REQUIRED.
17. ALL WORK SHALL BE PERFORMED IN ACCORDANCE WITH APPLICABLE
LOCAL, STATE, AND OSHA REGULATIONS.
18. EXISTING MANHOLES, VALVE BOXES, VAULTS, CLEANOUTS, UTILITY POLES
ETC. TO REMAIN WITHIN THE GRADING LIMITS SHALL BE ADJUSTED AS
NEEDED TO FUNCTION PROPERLY WITH THE PROPOSED FINISHED GRADES
(WHETHER OR NOT INDICATED TO BE MODIFIED).
19. GENERAL CONTRACTOR TO COORDINATE ALL PEDESTRIAN ACCESS PATHS,
LOCATIONS, LIGHTING ETC. WITH THE DEVELOPER.
20. CONTRACTOR SHALL NOTIFY APPROPRIATE DEPARTMENTS PRIOR TO
BEGINNING ANY WORK WITHIN PUBLIC RIGHT-OF-WAY.
SSMH 207
/ - \
_— —_- \\ ....\—.... / /
/
/ // /
i/ / /' /
/ / / /
/ / /
/
/ 1 / , ,- ���:�T�tyy ��
9 / I , /
// 3 / , / /# /, ://per ▪ i —/ r 1 / / / //��
31:
.3 / / / �/ // ' // /▪ ....... /' // / / —_ — r31 / !n / /////
/ /
/ / / / // ' / / - -_ - - - - - -' PROPOSED LOD ` / / /0 / //�//i
, / 'V'—'/ /6 / 50 :-------_ 6 //43h/,
/ --- i , /�j
5f / _'_�� i RIPARIAN El
j / // / -1, i / �i / ;
BUFFER � _ / / , �/ / 'i l y �
_ / / s �• -
• `s• •• -;—_ -
FORCE MAIN EASEMENT
MARKERS (TYP.)
IMPACT AREA 4
STREAM B
IMPACT AREA 5 - -
l.
50' EXISTING \\- ;-
DOMINION GAS
PIPELINE EASEMENT /44
DB 9828, PG 902 -
-365-- //// \ 1
.\�\\�. - - - - / :370--
- -- —pI1
... /mac
//
rp6 ELAINE T WATKINS
DB 16-E, PG 1796
PIN 1767-66-2603
KAYLA M BOGGS
DB 16432, PG 1598
PIN 1767-57-9520
WILLIAM WAYNE WATKINS
DB 7704, PG 519
PIN 1767-57-6274
GRADEN M JOHNSON JR
DB 4284, PG 243
PIN 1767-66-9917
JUSTIN THOMAS HARRIS
DB 15447, PG 2042
PIN 1767-66-6852
KALAS FALLS SANITARY SEWER
OUTFALL; REFER TO ROLESVILLE
DEVELOPMENT PLAN CD-20-04
SURVEY NOTES
1. ON SITE BOUNDARY INFORMATION IS TAKEN FROM A SURVEY BY TIMMONS
GROUP DATED 08/19/2019. OFFSITE TOPOGRAPHY AND PLANIMETRIC
INFORMATION FROM OTHER SOURCES AND HAS NOT BEEN FIELD VERIFIED BY
TIMMONS GROUP. ONSITE TOPOGRAPHY RECEIVED FROM THE CE GROUP ON
01 /04/2021.
2. ONSITE WETLAND LOCATION AND STREAM DELINEATION BY S&EC, PA.
3. ALL DISTANCES SHOWN ON SURVEY ARE HORIZONTAL GROUND DISTANCES
UNLESS OTHERWISE NOTED.
4. THIS SURVEY DOES NOT REPRESENT A TITLE SEARCH BY THIS FIRM.
5. BASIS OF BEARING SHOWN HEREON IS NC GRID NAD 83 (NSRS 2007).
6. VERTICAL DATUM SHOWN HEREON IS NAVD88.
7. OTHER SOURCES OF INFORMATION INCLUDE CITY OF RALEIGH GIS AND
AERIAL IMAGERY.
8. NOT LOCATED IN FLOOD HAZARD AREA PER FEMA MAP #3720176600J
(EFFECTIVE 05/02/2006).
9. RECORDED PROPERTY DATA:
9.1. DB 005456, PG 00627
9.2. DB 009828, PG 00902
10. EXISTING IMPERVIOUS AREA = 0.0 ACRES
11. THE UTILITIES ON THESE PLANS ARE APPROXIMATE ONLY, AND ARE NOT
ACCURATE FOR CONSTRUCTION PURPOSES. FOR FIELD MARKS CALL
1-800-632-4949.
12. OFFSITE TOPOGRAPHY FROM WAKE COUNTY GIS.
DEMOLITION KEYNOTES
NUMBER
DESCRIPTION
DO1
EXISTING FEATURE TO REMAIN.
D02
REMOVE EXISTING FEATURE IN ACCORDANCE WITH ALL LOCAL,
STATE, AND FEDERAL REGULATIONS. CONTRACTOR TO
COORDINATE AS NEEDED WITH LOCAL MUNICIPALITY,
INSPECTORS, AND/OR UTILITY COMPANIES.
D03
RELOCATE AND MODIFY EXISTING FEATURE TO REMAIN IN
SERVICE IN ACCORDANCE WITH ALL LOCAL, STATE, AND FEDERAL
REGULATIONS. CONTRACTOR TO COORDINATE AS NEEDED WITH
LOCAL MUNICIPALITY, INSPECTORS, AND/OR UTILITY COMPANIES.
LEGEND
DESCRIPTION
0
0
0
0
0
0
0
0 0
0 0
0 0
0
0
0 0 0 0 0 0
0
0•
100 YEAR FLOODPLAIN
TREE LINE
50' RIPARIAN BUFFER
NV
NY
WETLANDS
LOD
LIMITS OF DISTURBANCE
I�EATON MOODY,
77 iE MOODY,
L'B 123 6, PG 280
M 20417, PG latAFT767-28-271414
BUFFALO CREEK
(PROPERTY LINE IS
CENTERLINE OF CREEK)
0 0
0 0
0 0 0
o 0 o
o 0 0
0 ° 0
°0 0
0
NORMA AGUILAR 0
DB 12647, PG 1286 0
PIN 1767-68-5863 0
0
STREAM C ° 0
TEMP.
0
0
0
0
0
PROPOSED LOD o0
0
9c
o,
0 0
-o 0
.5o ° o
0
EX !NV=33722
EX INV=33786
EX. 60" CII
EX INV==337.89
EX. INV=337.79
100 YEAR FLOODPLAIN
WILLIAM WAYNE WATKINS
DB 7177, PG 754
BM 1927, PG 69
PIN 1767-77-3114
BENNY MOODY,
LAWRENCE MOODY,
AND ✓EFFREYLYNN
DB 014297, PG 01583
BM 1986, PG 968
PIN 1767-28-4304
OFFSITE SANITARY SEWER FORCE MAIN IMPACT INSET
.......vAvAvA......vAvAvAV
,.......................VAV
IMPACT LEGEND
PERMANENT WETLAND IMPACT
PERMANENT - NO PERMANENT LOSS - WETLAND IMPACT
TEMPORARY WETLAND IMPACT
PERMANENT STREAM IMPACT
PERMANENT - NO PERMANENT LOSS - STREAM IMPACT
TEMPORARY STREAM IMPACT
RIPARIAN BUFFER ZONE 1 IMPACT
RIPARIAN BUFFER ZONE 2 IMPACT
BRIAN SEGUIN
TRUSTEE,
KATHERINE SEGUIN
TRUSTEE,
DB 18272, PG 2053
BM 1987, PG 331
IN 1767-38-3542
BENNY MOODY,
LAWRENCE MOODY,
AND ✓EFFREYLYNN
DB 014297, PG 01583
BM 1986, PG 968
PIN 1767-28-4304
0
EX 12" RCP
OD
0
z
SCALE 1 "=150'
150'
I PRELIMINARY - NOT RELEASED FOR CONSTRUCTION I
300'
ALL CONSTRUCTION TO BE IN ACCORDANCE WITH ALL TOWN OF ROLESVILLE, CITY OF
RALEIGH, NCDEQ AND NCDOT STANDARDS, SPECIFICATIONS, AND DETAILS
,1111111/►►I
,�� IIi
%." •� C ARtk
AO e000000 0
OFCSSIDNqeq
lg
0
o o°� ��
air
.11i®� s
1v
02/23/2022
DATE
02/23/22
DRAWN BY
J. SHEARER
DESIGNED BY
P. BARBEAU
CHECKED BY
P. BARBEAU
SCALE
AS SHOWN
JOB NO.
43398
SHEET NO.
co-
ccs
-c
ccs
o
o
ru
O • -
o c• -
ro• t
ms cm
am

x
a)
BRIAN SEGUIN
TRUSTEE,
KATHERINE SEGUIN
TRUSTEE,
DB 18272, PG 2053
BM 1987, PG 331
IN 1767-38-3542
BENNY MOODY,
LAWRENCE MOODY,
AND ✓EFFREYLYNN
DB 014297, PG 01583
BM 1986, PG 968
PIN 1767-28-4304
EX. 24" RCP
EX INV==379.98
EX INV=380.10
EX. INV=383.35
EX. 6" CPP
EX INV=383.60
LOT 13
ERNEST LLOYD LEE JR
DB 12777, PG 1559
PIN 1767-37-5272
E INV==3
4
LPIPE
DI ECTION .11
(PIP
EX. 12" RCP A
EX INV=395.09 ,I11
CHARLES T. CLARK
AND WIFE
PATRICIA H. CLARY
DB 4572, PG 246
PIN 1767-38-9615
ARSON HURLE
B 18004, PG 153
BM 1986, PG 967
PIN 1767-38-8313
MILDRED B. MOODY
AND RACHEL MOODY
DB 17107, PG 582
PIN 1767-38-7170
\
\ \\ N \
\ \ I \
\ \
\ 1 \ - \ \ 1 I
N. \
N\ \ \ 1 \ l \ 1
\ \ o I I/\ \ \ \ \
k . INi/=3815.68\ \ M I / \ 1 \ \ \
15"►RCR 1 I I \ \ \ \ \
/ \ \ 1 1 I I / \—. \ \ \ \ \\
=31/ ' \
\I1 \\ \ ` \
\I \f l II /I/ \ 1 \\\\'V\V(�a`l
\o\\\
\ \'
\ \ \ �. 1 1 \ 1\ \ \ \
1\
1 II\\\t 1 tI, \\\ 1 1 \
\ \ \ • \ \\\i_—'/ I I \
\ \ \ \ \ \1 I \
\\ \ \ \\ \\\\\\\ \ \ \ \-/ /
1 \ \ o\ II \ \ \�--// ,\
\ M\ \ \ \ cr) /
1
/ /•
I
LOT 11
ALFRED C THOMAS
DB 12779, PG 2611
PIN 1767-37-7282
'WOODS CROSSING SUBDIVISION"
BM 2006, PG 466
EX. INV=385.15
-,
EX. 15" RCP
EX. INV=384.75
DEMOLITION NOTES
TAVISTON COURT
50' PUBLIC R/W
LOT 10
JOSE L HERNANDEZ
DB 17687, PG 672
PIN 1767-47-0283
LOT4
REGINALD HOPKINS
DB 9496, PG 2630
PIN 1767-47-2196
LOT5
DONNA WATKINS PCE GROUP PT. #1
OINT OF SITE CONTROL
LOCALLIIZATION
DB 16324, PG 1810 MAG NAIL (FLUSH)
NC GRID NAD 83 (2011) COORDINATES:
PIN 1767-47-4134 NORTHING: 776,962.65'
EASTING: 2.164,453, 74'
ELEVATION (SITE TBM): 399.93'
"MITCHELL
MEADOW
SUBDIVISION"
BM 2001, PG
1814
•
ryti� P� h9 9
��ti oyryry G� .
a'
a
1. ALL UTILITIES OR STRUCTURES NOT INDICATED FOR REMOVAL OR
MODIFICATION ARE TO REMAIN AND BE PROTECTED FROM DAMAGE.
2. CONTRACTOR TO OBTAIN, REFERENCE, AND UTILIZE ALL AVAILABLE
ENVIRONMENTAL REPORTS (PHASE 1 ESA, ASBESTOS, ETC.) FROM
DEVELOPER.
3. ALL WASTE MATERIAL GENERATED FROM CLEARING AND DEMOLITION
ACTIVITIES SHALL BE DISPOSED OF OFF -SITE IN ACCORDANCE WITH ALL
APPLICABLE RULES AND REGULATIONS.
4. REMOVE/ DEMOLISH/ ABANDON AFTER EROSION CONTROL MEASURES ARE
IN PLACE AN APPROVAL OF THE INSPECTOR. REFER TO EROSION CONTROL
PLAN.
5. REMOVE TOPSOIL AND STOCKPILE APPROPRIATELY ON -SITE. ON -SITE
TEMPORARY STOCKPILES SHALL BE LOCATED WITHIN CONSTRUCTION
LIMITS.
6. DO NOT INTERRUPT EXISTING UTILITIES SERVICING FACILITIES OCCUPIED BY
THE OWNER OR OTHERS EXCEPT WHEN PERMITTED UNDER THE FOLLOWING
CONDITIONS AND THEN ONLY AFTER ARRANGING TO PROVIDE ACCEPTABLE
TEMPORARY UTILITY SERVICES. (1) NOTIFY OWNER NOT LESS THAN ONE
WEEK IN ADVANCE OF PROPOSED UTILITY INTERRUPTIONS. (2) DO NOT
PROCEED WITH UTILITY INTERRUPTIONS WITHOUT RECEIVING OWNER
WRITTEN PERMISSION. (3) COORDINATE ALL UTILITY RELOCATION WITH
APPROPRIATE UTILITY PROVIDER.
7. ALL PAVEMENT OR CONCRETE TO BE REMOVED SHALL BE SAW CUT TO
PROVIDE A STRAIGHT AND UNIFORM JOINT WITH NEW CONSTRUCTION. ANY
EXISTING PAVEMENT, SIDEWALK, CURB & GUTTER, ETC. THAT MUST BE
REMOVED TO ALLOW NEW CONSTRUCTION SHALL BE REMOVED TO ALLOW
NEW CONSTRUCTION SHALL BE REMOVED AND REPAIRED PER THE
SPECIFICATIONS AND DETAILS OR TO MATCH EXISTING CONDITIONS
(WHETHER OR NOT SHOWN ON THE DRAWINGS TO BE REMOVED). UTILITY
INSTALLATIONS MAY UTILIZE OPEN CUT OF PAVEMENTS UNLESS INDICATED
OTHERWISE. TRENCH IN EXISTING ASPHALT SHALL BE PATCHED PER
PAVEMENT REPAIR DETAIL.
8. PROTECT ALL ADJACENT PROPERTIES, THE GENERAL PUBLIC AND ALL OF
THE OWNER'S FACILITIES. SHOULD DAMAGE OCCUR, NOTIFY ARCHITECT
IMMEDIATELY.
0
DWIGHT THOMAS WOODLEIF
AND WIFE
CAROLYN WOODLIEF
"OITA_ FORCE MAIN EASEMENT MARKERS (TYP )•
•
\ \
\ \ ? — — —
\ \ \ _ -
WETLAND W1
/• \ /1 I M I 111 \I 1 I I
/ /I 1 I
I I \ I
/ // /// : ; 3 /li
/11//
��y/:1.-
��38p, IJ ,// //.39p / / / / / // �� DEEMED ALLOWABLE AREA p / /////
/ / // /// /// TO •
/ �/ /� //
! •' PROPOSED LOD / / /
STREAM AAr—
\ \ \ \_-\ - - \ \� \ ',\ \ I `V
\ \ \` - - - ;\ \\\•
1 \ ti0
\ \ `
ifA......2
— -- —\ \ „ \\ \ \ \
/. \ — .•\� \ \v'•\ \ \\
�- — ---. \ � •� •\_ \ \\S\ 1
LOT6
WATER DEAN SAULS
DB 11390, PG 1138
PIN 1767-46-5953
\ \ co) O
EXISTING WETLANDS \ \ \ \
\ \ ` PROPOSED LOD \ \ \
\ \\ .\obi 1\I\.� \
\ \ - \ \ STREAM B
•1 11111111
/ � 1 I I I 1 1 I
M 1 1 \ e'
POND 1 I
1 \
I /
/
1
LOT 7
ROBERTBUTTNER
DB 18264, PG 233
PIN 1767-46-6746
EX /NV=392.20 O�P
r
IMPACT AREA 1
MARTY W WEATHERS
DB 15-E, PG 2513
PIN 1767-56-0612
ZONE 2 DISTURBANCE , / / / / , /!
i / / / // //
BE REVEGETATED WITH 3_ / - PROPOSED LOD t's` /, /rp0/ , /� 4� 343/ , <
NATIVE GRASSES. -
', _- - - . / / / /
/ - — - -// _
ZONE 2 DISTURBANCE
DEEMED ALLOWABLE. AREA
/ f TO BE REVEGETATED WITH
- - NATIVE GRASSES.
•
EX IN
EX 15" RC
— —
/
/ 1
/ • —
/ / / —
JAMES GARYPITTMAN
DB 12631, PG 366
SPIN 1767-56-6385
`50' RIPARIAN BUFFER
IMPACT AREA 5
STREAM B
—
\\\\\�\\ ----'_ -- /' r1370—
—
\\2--- / i'
.''' ":
•\ — /
�\---
— % _/ 1/—
— — — a / / -
/ /
ELAINE T WATKINS
DB 16-E, PG 1796
PIN 1767-66-2603
EX 18" RCP
EX. INV=390.03
EX. INV=389.78
CE GROUP CONTROL PT. #2
POINT OF SITE LOCALIZATION
60D MAG HUB (FLUSH)
NC GRID NAD 83 (2011)
COORDINATES:
NORTHING: 777, 071.66'
EASTING: 2.165,339.03'
ELEVATION: 393.45'
JOHN P HAKES JAMES GARY PITTMAN
DB 11860, PG 2401 DB 12631, PG 366
PIN 1767-56-2300 PIN 1767-56-3654
9. SUBSURFACE FEATURES ARE SHOWN IN APPROXIMATE LOCATION.
CONTRACTOR IS RESPONSIBLE FOR SUBSURFACE UTILITY EXPLORATION TO
DETERMINE UTILITY LOCATIONS AND DEPTHS.
10. THE CONTRACTOR SHALL USE NC ONE CALL (811) TO LOCATE ALL
UNDERGROUND UTILITIES.
11. CONTRACTOR TO VERIFY LOCATIONS AND SIZES OF ALL EXISTING
FEATURES PRIOR TO COMMENCEMENT OF CONSTRUCTION. REPAIR AND
REPLACE ANY DAMAGES TO EXISTING UTILITIES RESULTING FROM
CONSTRUCTION.
12. CONTRACTOR IS RESPONSIBLE FOR REMOVING OR ABANDONING ALL
EXISTING UTILITIES AND STRUCTURES REQUIRED TO COMPLETE SITE
CONSTRUCTION, EITHER ONSITE OR IN PUBLIC ROW, IN ACCORDANCE WITH
LOCAL, STATE AND FEDERAL REGULATIONS.
13. WATER AND SEWER ABANDONMENT SHALL BE DONE IN ACCORDANCE WITH
CITY OF RALEIGH STANDARDS INCLUDING DISCONNECT FROM THE MAIN
AND REMOVAL OF SERVICES FROM THE RIGHT-OF-WAY.
14. ANY EXISTING UNIDENTIFIED SEPTIC SYSTEMS AND WELLS FOUND ON SITE
SHALL BE REMOVED OR ABANDONED IN ACCORDANCE WITH LOCAL, STATE
AND FEDERAL REGULATIONS AT NO CHARGE TO THE OWNER
15. VERIFY ALL ILLUSTRATED KNOWN UNDERGROUND ELEMENTS. EXERCISE
REASONABLE EFFORTS TO PROTECT ANY UNKNOWN UNDERGROUND
ELEMENTS. NOTIFY THE ARCHITECT IMMEDIATELY IF UNKNOWN ELEMENTS
ARE DISCOVERED THAT WOULD NECESSITATE MODIFICATION TO THE
PROPOSED DESIGN.
16. CONTRACTOR SHALL COORDINATE ALL CONNECTIONS, RELOCATION AND
DEMOLITION WORK WITH THE APPROPRIATE COMPANY OR JURISDICTION
HAVING AUTHORITY AND SHALL OBTAIN ANY PERMITS AS REQUIRED.
17. ALL WORK SHALL BE PERFORMED IN ACCORDANCE WITH APPLICABLE
LOCAL, STATE, AND OSHA REGULATIONS.
18. EXISTING MANHOLES, VALVE BOXES, VAULTS, CLEANOUTS, UTILITY POLES
ETC. TO REMAIN WITHIN THE GRADING LIMITS SHALL BE ADJUSTED AS
NEEDED TO FUNCTION PROPERLY WITH THE PROPOSED FINISHED GRADES
(WHETHER OR NOT INDICATED TO BE MODIFIED).
19. GENERAL CONTRACTOR TO COORDINATE ALL PEDESTRIAN ACCESS PATHS,
LOCATIONS, LIGHTING ETC. WITH THE DEVELOPER.
20. CONTRACTOR SHALL NOTIFY APPROPRIATE DEPARTMENTS PRIOR TO
BEGINNING ANY WORK WITHIN PUBLIC RIGHT-OF-WAY.
IMPACT AREA 7A
KAYLA M BOGGS
DB 16432, PG 1598
PIN 1767-57-9520
1cP ELAINE T WATKINS
DB 16-E, PG 1796
PIN 1767-66-2603
WILLIAM WAYNE WATKINS
DB 7704, PG 519
PIN 1767-57-6274
KALAS FALLS SANITARY SEWER
OUTFALL; REFER TO ROLESVILLE
DEVELOPMENT PLAN CD-20-04
ZONE 2 DISTURBANCE
DEEMED ALLOWABLE. AREA
TO BE REVEGETATED WITH
NATIVE GRASSES
50' EXISTING
DOMINION GAS
PIPELINE EASEMENT
DB 9828, PG 902
I, �w
leo
Itto
GRADEN M JOHNSON JR
DB 4284, PG 243
PIN 1767-66-9917
JUSTIN THOMAS HARRIS
DB 15447, PG 2042
PIN 1767-66-6852
II�E4TON MOODY,
1.54 MOODY,
4B 12366, PG 280
M20 7,PG78
1V77 7-28 2714
0
O
0
0
O o 00
O 0
O 0
o 0 o
0 0 0
O O
°0 0
BUFFALO CREEK
(PROPERTY LINE IS
CENTERLINE OF CREEK)
0
NORMA AGUILAR 0
DB 12647, PG 1286 0
PIN 1767-68-5863 0
� CONSTRUCTION
EASEMENT
0
0
0
0
▪ o
STREAM C ° o
0
PROPOSED LOD 0 -
^/O
r 0 0
• Pv7o ° o
0
EX. !NV=33722
EX INV=33786
EX 60" CI
EX INV==337.89
EX. INV=337.79
o"
100 YEAR FLOODPLAIN
WILLIAM WAYNE WATKINS
DB 7177, PG 754
BM 1927, PG 69
PIN 1767-77-3114
BENNY MOODY,
LAWRENCE MOODY,
AND JFFFREYLYNN
DB 014297, PG 01583
BM 1986, PG 968
PIN 1767-28-4304
OFFSITE SANITARY SEWER FORCE MAIN IMPACT INSET
SURVEY NOTES
1. ON SITE BOUNDARY INFORMATION IS TAKEN FROM A SURVEY BY TIMMONS
GROUP DATED 08/19/2019. OFFSITE TOPOGRAPHY AND PLANIMETRIC
INFORMATION FROM OTHER SOURCES AND HAS NOT BEEN FIELD VERIFIED BY
TIMMONS GROUP. ONSITE TOPOGRAPHY RECEIVED FROM THE CE GROUP ON
01 /04/2021.
2. ONSITE WETLAND LOCATION AND STREAM DELINEATION BY S&EC, PA.
3. ALL DISTANCES SHOWN ON SURVEY ARE HORIZONTAL GROUND DISTANCES
UNLESS OTHERWISE NOTED.
4. THIS SURVEY DOES NOT REPRESENT A TITLE SEARCH BY THIS FIRM.
5. BASIS OF BEARING SHOWN HEREON IS NC GRID NAD 83 (NSRS 2007).
6. VERTICAL DATUM SHOWN HEREON IS NAVD88.
7. OTHER SOURCES OF INFORMATION INCLUDE CITY OF RALEIGH GIS AND
AERIAL IMAGERY.
8. NOT LOCATED IN FLOOD HAZARD AREA PER FEMA MAP #3720176600J
(EFFECTIVE 05/02/2006).
9. RECORDED PROPERTY DATA:
9.1. DB 005456, PG 00627
9.2. DB 009828, PG 00902
10. EXISTING IMPERVIOUS AREA = 0.0 ACRES
11. THE UTILITIES ON THESE PLANS ARE APPROXIMATE ONLY, AND ARE NOT
ACCURATE FOR CONSTRUCTION PURPOSES. FOR FIELD MARKS CALL
1-800-632-4949.
12. OFFSITE TOPOGRAPHY FROM WAKE COUNTY GIS.
DEMOLITION KEYNOTES
NUMBER
DESCRIPTION
DO1
EXISTING FEATURE TO REMAIN.
D02
REMOVE EXISTING FEATURE IN ACCORDANCE WITH ALL LOCAL,
STATE, AND FEDERAL REGULATIONS. CONTRACTOR TO
COORDINATE AS NEEDED WITH LOCAL MUNICIPALITY,
INSPECTORS, AND/OR UTILITY COMPANIES.
D03
RELOCATE AND MODIFY EXISTING FEATURE TO REMAIN IN
SERVICE IN ACCORDANCE WITH ALL LOCAL, STATE, AND FEDERAL
REGULATIONS. CONTRACTOR TO COORDINATE AS NEEDED WITH
LOCAL MUNICIPALITY, INSPECTORS, AND/OR UTILITY COMPANIES.
LEGEND
DESCRIPTION
0
0
0
0
0
0
0
0 0
0 0
0 0 0
0 0
0 0
0 0
0 0
0•
100 YEAR FLOODPLAIN
TREE LINE
50' RIPARIAN BUFFER
'
W
W
Nle NI,
Nle
NY
40
\I
WETLANDS
LIMITS OF DISTURBANCE
LOD
,.......................... ,
i_ 1_ L. L. L. L.
IMPACT LEGEND
PERMANENT WETLAND IMPACT
PERMANENT - NO PERMANENT LOSS - WETLAND IMPACT
TEMPORARY WETLAND IMPACT
PERMANENT STREAM IMPACT
PERMANENT - NO PERMANENT LOSS - STREAM IMPACT
TEMPORARY STREAM IMPACT
RIPARIAN BUFFER ZONE 1 IMPACT
RIPARIAN BUFFER ZONE 2 IMPACT
BRIAN SEGUIN
TRUSTEE,
KATHERINE SEGUIN
TRUSTEE,
DB 18272, PG 2053
BM 1987, PG 331
IN 1767-38-3542
BENNY MOODY,
LAWRENCE MOODY,
AND ✓EFFREYLYNN
DB 014297, PG 01583
BM 1986, PG 968
PIN 1767-28-4304
M
03
0
Q
Z
SCALE 1 "=150'
150'
EX. 12" RCP
'PRELIMINARY - NOT RELEASED FOR CONSTRUCTION I
300'
ARSON HU
B 18004, PG
BM 1986, PG
PIN 1767-38
ED B. MO
CHEL Mt
107, PG 5
67-38-71
ALL CONSTRUCTION TO BE IN ACCORDANCE WITH ALL TOWN OF ROLESVILLE, CITY OF
RALEIGH, NCDEQ AND NCDOT STANDARDS, SPECIFICATIONS, AND DETAILS
►\11111144I4 sOoo,,,00,
►a eFESSIp4".0:1
lg
•
•
•
•
•
•
,� ♦♦
'4444111 111►►►►,,
02/23/2022
•
a.
DATE
02/23/22
DRAWN BY
R. WINGATE
DESIGNED BY
P. BARBEAU
CHECKED BY
P. BARBEAU
SCALE
AS SHOWN
0
JOB NO.
43398
SHEET NO.
rcs
-c
rcs
o
oc
O • -
o
rcs
am 0

BRIAN SEGUIN
TRUSTEE,
KATHERINE SEGUIN
TRUSTEE,
DB 18272, PG 2053
BM 1987, PG 331
IN 1767-38-3542
BENNY MOODY,
L4 WRENCE MOODY,
AND ✓EFFREYLYNN
DB 014297, PG 01583
BM 1986, PG 968
PIN 1767-28-4304
EX 24" RCP
EX INV==379.98
EX INV==380.10
LOT 13
ERNEST LLOYD LEE JR
DB 12777, PG 1559
PIN 1767-37-5272
L PIPE
P�Dl ECTION
(PIURIED)
EX. 12" RCP
EX INV=395.09
CHARLES T. CLARK
AND WIFE
PATRICIA H. CLARK
DB 4572, PG 246
PIN 1767-38-9615
i
r
ARSON HURLE
B 18004, PG 153
BM 1986, PG 967
PIN 1767-38-8313
MILDRED B. MOODY
AND RACHEL MOODY
DB 17107, PG 582
PIN 1767-38-7170
\
CO
I
--
I11 -
- 41
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'WOODS CROSSING SUBDIVISION"
BM 2006, PG 466
1
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EX. INV==385.15
EX. 15" RCP
EX. INV=384.75
LOT 11
ALFRED C THOMAS
DB 12779, PG 2611
PIN 1767-37-7282
TAVISTON COURT
50' PUBLIC R/W
SSMH 207
4
349
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/
/
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0,0
/
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STREAM E
-- 355
P,
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11 \ 1
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LOT 10
JOSE L HERNANDEZ
DB 17687, PG 672
PIN 1767-47-0283
111
1
\
LOT4
REGINALD HOPKINS
DB 9496, PG 2630
PIN 1767-47-2196
LOT5
DONNA WATKINS
DB 16324, PG 1810
PIN 1767-47-4134
MITCHELL
MEADOW
SUBDIVISION"
BM 2001, PG
1814
^y3
LOT6
WATER DEAN SAULS
DB 11390, PG 1138
PIN 1767-46-5953
LOT 7
ROBERTBUTTNER
DB 18264, PG 233
PIN 1767-46-6746
t
= �� \ i
• •
EX. INV=392.20 \-•P
PROPOSED LOD
STREAM B
J
IMPACT AREA 2
\ ®V W
/• /
•
IMPACT AREA 1
EX. IN
EX. 15" RC
ZONE 2 DISTURBANC
DEEMED ALLOWABLE. ARE
TO BE REVEGETATED WITH
NATIVE GRASSES.
ZONE 2 DISTURBANCE
DEEMED ALLOWABLE. AREA
TO BE REVEGETATED WITH
NATIVE GRASSES.
375-
•
•
JAMES GARYPITTMAN
DB 12631, PG 366
SPIN 1767-56-6385
DWIGHT THOMAS WOODLEIF
AND WIFE
CAROLYN WOODLIEF
DB 14286, PG 1908
BM 2011, PG 84
PIN 1767-58-09
38
P`
1
E
il6 I c
PROPOSED LOD
\\\\N�
N. \ .
ELAINE T WATKINS
DB 16-E, PG 1796
PIN 1767-66-2603
EX 18" RCP
EX INV==390.03
EX INV=389.78
JOHN P HAKES DAMES GARY PITTMAN
DB 11860, PG 2401 DB 12631, PG 366
PIN 1767-56-2300 PIN 1767-56-3654
MARTY W WEATHERS
DB 15-E, PG 2513
PIN 1767-56-0612
Ars\\\\‘\35_ 1 1�/ / / \ \ \ I 1 I / 1
\.\— -\-\�\1iI\I IlII1/l//// /
ii
•
/
/
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SSMH 208 " \ \
r,MO /
\ \ OUTFALL; REFER TO ROLESVILLE / TON M9CbY,, /�/
DEVELOPMENT
PLAN
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•
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STREAM,
KAYLA M BOGGS
DB 16432, PG 1598
PIN 1767-57-9520
RP ELAINE T WATKINS
DB 16-E, PG 1796
PIN 1767-66-2603
WILLIAM WAYNE WATKINS
DB 7704, PG 519
PIN 1767-57-6274
4 vtzip19,,,G,Thiri://
Der
0
r
ZONE 2 DISTURBANCE
DEEMED ALLOWABLE. AREA
TO BE REVEGETATED WITH
NATIVE GRASSES
GRADEN M JOHNSON JR
DB 4284, PG 243
PIN 1767-66-9917
JUSTIN THOMAS HARRIS
DB 15447, PG 2042
PIN 1767-66-6852
BRIAN SEGUIN
TRUSTEE,
KATHERINE SEGUIN
TRUSTEE,
DB 18272, PG 2053
BM 1987, PG 331
IN 1767-38-3542
1
•
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•
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IMPACT AREA 6
O
0
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0
0
0
0
BUFFALO CREEK
(PROPERTY LINE IS
CENTERLINE OF CREEK)
0 °
o °
0 ° 0
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O
O
O
O
0
O
NORMA AGUILAR 0
DB 12647, PG 1286 0
PIN 1767-68-5863 0
0
STREAM C
WILLIAM WAYNE WATKINS
DB 7177, PG 754
BM 1927, PG 69
PIN 1767-77-3114
IN 1767-36i.
MIL6RED B. Me
PIN 147-38-71
PROPOSED LOD o
0
O
EX. INV=33i
EX /NV=337.
EX. 60" CARD
EX INV==337.86
EX INV==337.71
o.
KEY MAP
1"=1000'
GRADING AND STORM DRAINAGE NOTES
1. CONTRACTOR SHALL CALL "NORTH CAROLINA ONE CALL" (811) AT LEAST 3-12
BUSINESS DAYS PRIOR TO DIGGING TO HAVE EXISTING UTILITIES LOCATED.
REPORT ANY DISCREPANCIES TO THE ENGINEER.
2. CONTRACTOR TO COORDINATE ACTIVITIES WITH UTILITY COMPANIES
INVOLVED IN ANY RELATED RELOCATION (I.E. POWER POLES, TELEPHONE
PEDESTALS, WATER METERS, ETC.).
3. EXISTING UTILITIES SHOWN ARE BASED ON FIELD SURVEYS AND THE BEST
AVAILABLE RECORD DRAWINGS. THE CONTRACTOR SHALL VERIFY
CONDITIONS PRIOR TO BEGINNING CONSTRUCTION. ANY DISCREPANCIES
BETWEEN ACTUAL FIELD CONDITIONS AND THE PLANS SHALL BE REPORTED
TO THE ENGINEER IMMEDIATELY.
4. THE CATCH BASINS AND YARD INLETS SHALL BE CONSTRUCTED IN THE
LOCATIONS SHOWN UNLESS OTHERWISE DIRECTED BY THE ENGINEER. THE
CONTRACTOR IS RESPONSIBLE FOR REPORTING ANY DISCREPANCIES IN
THE CATCH BASIN ELEVATIONS OR THE PROPOSED PIPE SLOPES TO THE
ENGINEER. THE CONTRACTOR IS ALSO RESPONSIBLE TO REPORT ANY
CONFLICTS BETWEEN ANY UTILITY, STORM DRAIN LINE, WATER LINE, SEWER
LINE OR ANY OTHER PROPOSED OR EXISTING STRUCTURE TO THE
ENGINEER.
5. A LAND DISTURBING PERMIT WILL BE REQUIRED PRIOR TO THE
COMMENCEMENT OF ANY LAND -DISTURBING ACTIVITIES.
6. ALL EXISTING VAULTS, MANHOLES, STORM DRAIN STRUCTURES, VALVE
BOXES, CLEANOUTS, ETC. SHALL BE ADJUSTED AS NEEDED TO MATCH
FINISHED GRADE.
7. ALL BACKFILL, COMPACTION, SOILS TESTING, ETC. SHALL BE PERFORMED BY
THE OWNER'S INDEPENDENT TESTING LABORATORY.
8. ALL SPOT ELEVATIONS INDICATED ARE AT TOP OF CURB UNLESS NOTED
OTHERWISE. ALL ELEVATIONS ARE BASED ON VERTICAL DATUM NAVD88.
9. A PRE -CONSTRUCTION MEETING MUST BE SCHEDULED PRIOR TO ANY
WORK, GRADING OR INSTALLATION OF EROSION CONTROL MEASURES.
10. ALL HANDICAP PARKING SPACES AND STRIPED ACCESSIBILITY AISLES ARE
TO HAVE NO MORE THAN A 1:50 (2.0`)/0) SLOPE IN ALL DIRECTIONS. ALL
SIDEWALKS ARE TO HAVE NO MORE THAN A 1:20 (5.0`)/0) SLOPE FOR THE
LENGTH OF THE SIDEWALK AND NO MORE THAN A 1:50 (2.0`)/0) SLOPE FOR
THE WIDTH OF THE SIDEWALK.
11. CONTRACTOR TO IDENTIFY ALL NECESSARY SPILL CURB SECTION
LOCATIONS AND INSTALL TO ENSURE POSITIVE DRAINAGE TO STORM
STRUCTURES.
12. IF CONTRACTOR NOTICES ANY DISCREPANCIES IN ANY OF THESE SLOPE
REQUIREMENTS, IT IS THE CONTRACTOR'S RESPONSIBILITY TO CONTACT
THE OWNER PRIOR TO POURING ANY CONCRETE SO THAT A SOLUTION CAN
BE FOUND.
13. SPOT ELEVATIONS ARE GIVEN AT THE MAJORITY OF THE MAJOR BREAK
POINTS BUT IT SHOULD NOT BE ASSUMED THAT ALL NECESSARY SPOT
ELEVATIONS ARE SHOWN. DUE TO SPACE LIMITATIONS, THERE MAY BE
OTHER CRITICAL SPOTS NOT LABELED THAT SHOULD BE TAKEN INTO
CONSIDERATION. THE CONTRACTOR SHALL REVIEW THE GRADING PLAN IN
DETAIL AND SHALL ENSURE THAT ALL CRITICAL GRADE POINTS ARE STAKED
AND FOLLOWED TO PROVIDE POSITIVE DRAINAGE.
14. EXISTING VEGETATION WITHIN TREE PROTECTIVE AREAS SHALL REMAIN
UNDISTURBED UNLESS NOTED OTHERWISE. ANY AND ALL LANDSCAPING
AND EXISTING TREES AND SHRUBS TO REMAIN WHICH ARE DAMAGED
DURING DEMOLITION OR CONSTRUCTION SHALL BE REPLACED BY THE
CONTRACTOR USING A LICENSED LANDSCAPE CONTRACTOR AT NO
ADDITIONAL COST TO THE OWNER.
15. THE GRADING CONTRACTOR SHALL COMPLY WITH ALL STATE CODES IN
OBSERVING EROSION CONTROL MEASURES BOTH ON AND OFF -SITE. THE
GRADING CONTRACTOR SHALL MAINTAIN ALL EROSION CONTROL DEVICES
AFTER EACH RAINFALL EVENT OR AS DIRECTED BY THE EROSION CONTROL
INSPECTOR OR THE ENGINEER.
16. THE GRADING CONTRACTOR SHALL BE RESPONSIBLE FOR OFF -SITE
DISPOSAL OF ALL CLEARING AND GRADING WASTE MATERIALS GENERATED
DURING CONSTRUCTION AND FOR OBTAINING ALL APPLICABLE PERMITS FOR
OFF -SITE STOCKPILES AND/OR WASTE AREAS.
17. ALL CATCH BASINS MUST BE MARKED "DUMP NO WASTE DRAINS TO
STREAM" OR EQUIVALENT.
AAAAAAAAAAAAAAAAAAAAAAAAAAA
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AAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAA
IMPACT LEGEND
PERMANENT WETLAND IMPACT
PERMANENT - NO PERMANENT LOSS - WETLAND IMPACT
TEMPORARY WETLAND IMPACT
PERMANENT STREAM IMPACT
PERMANENT - NO PERMANENT LOSS - STREAM IMPACT
TEMPORARY STREAM IMPACT
RIPARIAN BUFFER ZONE 1 IMPACT
RIPARIAN BUFFER ZONE 2 IMPACT
SCALE 1"=150'
150'
I PRELIMINARY - NOT RELEASED FOR CONSTRUCTION I
Ve46- W-<eVNts%
•
•
•
•
•
•
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0°
02/23/2022
DATE
02/23/22
DRAWN BY
J. SHEARER
DESIGNED BY
P. BARBEAU
CHECKED BY
P. BARBEAU
SCALE
AS SHOWN
JOB NO.
43398
-c
co c• m
• o
• C
2 to
o
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o
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OFFSITE SANITARY SEWER FORCE MAIN IMPACT INSET
ALL CONSTRUCTION TO BE IN ACCORDANCE WITH ALL TOWN OF ROLESVILLE, CITY OF
RALEIGH, NCDEQ AND NCDOT STANDARDS, SPECIFICATIONS, AND DETAILS
SHEET NO.

d
.0 - UTILITY EXH
BRIAN SEGUIN
TRUSTEE,
KATHERINE SEGUIN
TRUSTEE,
DB 18272, PG 2053
BM 1987, PG 331
IN 1767-38-3542
BENNY MOODY,
LAWRENCE MOODY,
AND JEFFREY L YNN
DB 014297, PG 01583
BM 1986, PG 968
PIN 1767-28-4304
/
LOT 13
ERNEST LLOYD LEE
DB 12777, PG 15S,
PIN 1767-37-5272
1
I
I
I
I
I
BI
CC`
D2
BA
• )DY, r=
ODY,
;29
• '653 V
PIN 1Ir-38-5477
O
I
I
I
1
0
CHARLES T. CLARK
AND WIFE
PATRICIA H. CLAR
DB 4572, PG 246
PIN 1767-38-9615
ARSON I
B 18004, 1
BM 1986, I
PIN 1767-.
MILDRED B. MOd 'D r
4ND RACHEL MC 9Pt
DB 17107, PG ; 5:
PIN 1767-38-71 fL,
LOT 11
ALFRED C THOMAS
DB 12779, PG 2611
PIN 1767-37-7282
'WOODS CROSSING SUBDIVISION"
BM 2006, PG 466
TAVISTON COURT
50' PUBLIC R/VV
KALAS FALLS SANITARY SEWER
OUTFALL; REFER TO ROLESVILLE
a:.. DEVELOPMENT PLAN CD-20-04
IMPACT
SANITARY SEWER FORCE MAIN ALIGNMENT
SCALE: 1" = 150'
LOT 10
JOSE L HERNANDEZ
DB 17687, PG 672
PIN 1767-47-0283
LOT4
REGINALD HOPKINS
DB 9496, PG 2630
PIN 1767-47-2196
- — LOT5
DONNA WATKINS
DB 16324, PG 1810
PIN 1767-47-4134
MITCHELL
MEADOW
SUBDIVISION"
BM 2001, PG
1814o
¢o
IMPACT AREA 3 •
7
LOTS
WATER DEAN
DB 11390, PG 1138
PIN 1767-46-5953
ROBE
DB 1
PIN 1
PROPOSED LOD
STREAM A
WETLAND W1
PROPOSED LOD
POND 1
OT 7
BUTTNER
64, PG 233
7-46-6746
BENNY MOODY,
LAWRENCE MOODY,
AND JEFFREY LYNN
DB 014297, PG 01583
BM 1986, PG 968
PIN 1767-28-4304
STREAM B
MARTY W WEATHERS
DB 15-E, PG 2513
PIN 1767-56-0612
IMPACT AREA 7E 30'
ZONE 2 DISTURBANCE
DEEMED ALLOWABLE. AREA
TO BE REVEGETATED WITH
NATIVE GRASSES.
LOD
ZONE 2 DISTURBANCE
DEEMED ALLOWABLE. AREA
TO BE REVEGETATED WITH
NATIVE GRASSES.
JAMES GARYPITTMAN
DB 12631, PG 366
PIN 1767-56-6385
JOHN P HAKES JAMES GARY PITTMAN
DB 11860, PG 2401 DB 12631, PG 366
PIN 1767-56-2300 PIN 1767-56-3654
BRIAN SEGUIN
TRUSTEE,
KATHERINE SEGUIN
TRUSTEE,
DB 18272, PG 2053
BM 1987, PG 331
IN 1767-38-3542
BENNY MOODY,
LAWRENCE MOODY,
AND ✓EFFREYLYNN
DB 014297, PG 01583
BM 1986, PG 968
PIN 1767-28-4304
AND WIFE
CAROLYN WOODLIE
1'26, PG 19f
BM 2011, PG 84
PIN 1767-58-0938
PROPOSED 30'
SANITARY SEWER EASEMENT
II 11111
PROPOSEDLOD
-
ELAINE T WATKINS
DB 16-E, PG 1796
PIN 1767-66-2603
STREAM B
044
0)"
fpo ELAINE T WATKINS
DB 16-E, PG 1796
PIN 1767-66-2603
WILLIAM WAYNE WATKINS
DB 7704, PG 519
PIN 1767-57-6274
ARSON H
B 18004, P
BM 1986, P
PIN 1767-3
WETLAND W3
KAYLA M BOGGS
DB 16432, PG 1598
PIN 1767-57-9520
ZONE 2 DISTURBANCE
DEEMED ALLOWABLE. AREA
TO BE REVEGETATED WITH
NATIVE GRASSES
GRADEN M JOHNSON JR
DB 4284, PG 243
PIN 1767-66-9917
JUSTIN THOMAS HARRIS
DB 15447, PG 2042
PIN 1767-66-6852
0
0
0
0
o °
0 0
o ° o
o 0 o
o ° 0
0 0
°0 0
0
0
NORMA AGUILAR
DB 12647, PG 1286 o
PIN 1767-68-5863 0 0
STREAM C
PROPOSED LOD
0
0
BUFFALO CREEK
(PROPERTY LINE IS
CENTERLINE OF CREEK)
0
0
0
0
WILL/AM WAYNE WATKINS
DB 7177, PG 754
BM 1927, PG 69
PIN 1767-77-3114
isr
J
LO
0
c
L..
C5.3
0
•.-.,
:C5.23 X
KEY MAP
1"=1000'
0
NOTE:
PROPERTY LINE
4" SCH 40 PVC SAN. SEWER
SERVICE & CLEANOUT
3/4" DOM. WATER SERVICE TAP
AND 5/8" WATER METER
W
SAN-.
PUBLIC STREET R/W
(TYP.)
1
WATER MAIN
SAN. SEWER MAIN
1. DOMESTIC WATER AND SAN. SEWER SERVICES SHALL BE INSTALLED PER CITY OF RALEIGH DESIGN STANDARDS,
DETAILS & SPECIFICATIONS.
2. DOMESTIC WATER AND SAN. SEWER SERVICES SHALL BE INSTALLED ON THE LOW SIDE OF THE LOT.
TYPICAL UTILITY SERVICE LOCATION
N.T.S.
VVVVVVVVVVVVVVVVVVVVVVVVVVVVVVVVVV
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IMPACT LEGEND
PERMANENT WETLAND IMPACT
PERMANENT - NO PERMANENT LOSS - WETLAND IMPACT
TEMPORARY WETLAND IMPACT
PERMANENT STREAM IMPACT
PERMANENT - NO PERMANENT LOSS - STREAM IMPACT
TEMPORARY STREAM IMPACT
RIPARIAN BUFFER ZONE 1 IMPACT
RIPARIAN BUFFER ZONE 2 IMPACT
0
0
STANDARD UTILITY NOTES:
1. ALL MATERIALS & CONSTRUCTION METHODS SHALL BE IN ACCORDANCE WITH CITY
OF RALEIGH DESIGN STANDARDS, DETAILS & SPECIFICATIONS (REFERENCE:
CORPUD HANDBOOK, CURRENT EDITION).
2. CONTRACTOR SHALL LOCATE AND PROTECT ALL EXISTING PUBLIC AND PRIVATE
UTILITIES AND NOTIFY THE ENGINEER OF ANY DISCREPANCIES OR CONFLICTS
PRIOR TO BEGINNING CONSTRUCTION.
3. UTILITY SEPARATION REQUIREMENTS:
3.1. A DISTANCE OF 100' SHALL BE MAINTAINED BETWEEN SANITARY SEWER & ANY
PRIVATE OR PUBLIC WATER SUPPLY SOURCE SUCH AS AN IMPOUNDED
RESERVOIR USED AS A SOURCE OF DRINKING WATER. IF ADEQUATE LATERAL
SEPARATION CANNOT BE ACHIEVED, FERROUS SANITARY SEWER PIPE SHALL
BE SPECIFIED & INSTALLED TO WATERLINE SPECIFICATIONS. HOWEVER, THE
MINIMUM SEPARATION SHALL NOT BE LESS THAN 25' FROM A PRIVATE WELL
OR 50' FROM A PUBLIC WELL.
3.2. WHEN INSTALLING WATER AND/OR SEWER MAINS, THE HORIZONTAL
SEPARATION BETWEEN UTILITIES SHALL BE 10'. IF THIS SEPARATION CANNOT
BE MAINTAINED DUE TO EXISTING CONDITIONS, THE VARIATION ALLOWED IS
THE WATER MAIN IN A SEPARATE TRENCH WITH THE ELEVATION OF THE
WATER MAIN AT LEAST 18" ABOVE THE TOP OF THE SEWER & MUST BE
APPROVED BY THE PUBLIC UTILITIES DIRECTOR. ALL DISTANCES ARE
MEASURED FROM OUTSIDE DIAMETER TO OUTSIDE DIAMETER.
3.3. WHERE IT IS IMPOSSIBLE TO OBTAIN PROPER SEPARATION, OR ANYTIME A
SANITARY SEWER PASSES OVER A WATER MAIN, DIP MATERIALS OR STEEL
ENCASEMENT EXTENDED 10' ON EACH SIDE OF CROSSING MUST BE SPECIFIED
& INSTALLED TO WATERLINE SPECIFICATIONS.
3.4. 5.0' MINIMUM HORIZONTAL SEPARATION IS REQUIRED BETWEEN ALL SANITARY
SEWER & STORM SEWER FACILITIES, UNLESS DIP MATERIAL IS SPECIFIED FOR
SANITARY SEWER.
3.5. MAINTAIN 18" MIN. VERTICAL SEPARATION AT ALL WATER MAIN & RCP STORM
DRAIN CROSSINGS; MAINTAIN 24" MIN. VERTICAL SEPARATION AT ALL
SANITARY SEWER & RCP STORM DRAIN CROSSINGS. WHERE ADEQUATE
SEPARATIONS CANNOT BE ACHIEVED, SPECIFY DIP MATERIALS & A CONCRETE
CRADLE HAVING 6" MIN. CLEARANCE (PER CORPUD DETAILS W-41 & S-49).
3.6. ALL OTHER UNDERGROUND UTILITIES SHALL CROSS WATER & SEWER
FACILITIES WITH 18" MIN. VERTICAL SEPARATION REQUIRED.
4. ANY NECESSARY FIELD REVISIONS ARE SUBJECT TO REVIEW & APPROVAL OF AN
AMENDED PLAN &/OR PROFILE BY THE CITY OF RALEIGH PUBLIC UTILITIES
DEPARTMENT PRIOR TO CONSTRUCTION.
5. CONTRACTOR SHALL MAINTAIN CONTINUOUS WATER & SEWER SERVICE TO
EXISTING RESIDENCES & BUSINESSES THROUGHOUT CONSTRUCTION OF PROJECT.
ANY NECESSARY SERVICE INTERRUPTIONS SHALL BE PRECEDED BY A 24-HOUR
ADVANCE NOTICE TO THE CITY OF RALEIGH PUBLIC UTILITIES DEPARTMENT.
6. CONTRACTOR SHALL COORDINATE THE LOCATION OR RELOCATION OF ALL
OVERHEAD AND UNDERGROUND COMMUNICATION LINES, ELECTRIC AND GAS
SERVICE WITH THE APPROPRIATE UTILITY COMPANY AND/OR THE CITY PRIOR TO
BEGINNING CONSTRUCTION. CONTRACTOR SHALL PROVIDE CONDUITS AS
REQUIRED FOR THESE UTILITIES UNDER PAVED AREAS. CONTRACTOR SHALL
ENSURE THAT ALL OVERHEAD UTILITY LINES ARE ADJUSTED BY APPROPRIATE
UTILITY COMPANY TO MAINTAIN ACCEPTABLE CLEARANCES FOR FIRE APPARATUS,
CONSTRUCTION EQUIPMENT, AND VEHICULAR ACCESS.
7. 3.0' MINIMUM COVER IS REQUIRED ON ALL WATER MAINS & SEWER FORCE MAINS.
8. IT IS THE DEVELOPER'S RESPONSIBILITY TO ABANDON OR REMOVE EXISTING
WATER & SEWER SERVICES NOT BEING USED IN REDEVELOPMENT OF A SITE
UNLESS OTHERWISE DIRECTED BY THE CITY OF RALEIGH PUBLIC UTILITIES
DEPARTMENT. THIS INCLUDES ABANDONING TAP AT MAIN & REMOVAL OF SERVICE
FROM ROW OR EASEMENT PER CORPUD HANDBOOK PROCEDURE.
9. INSTALL 2" TYPE "K" COPPER WATER SERVICE WITH METER LOCATED AT ROW OR
WITHIN A 2'X2' WATERLINE EASEMENT IMMEDIATELY ADJACENT.
10. INSTALL 6" SCHEDULE 40 PVC SEWER SERVICES © 1.0% MINIMUM GRADE WITH
CLEANOUTS LOCATED AT ROW OR EASEMENT LINE & SPACED EVERY 75 LINEAR
FEET MAXIMUM.
11. PRESSURE REDUCING VALVES ARE REQUIRED ON ALL WATER SERVICES
EXCEEDING 80 PSI; BACKWATER VALVES ARE REQUIRED ON ALL SANITARY SEWER
SERVICES HAVING BUILDING DRAINS LOWER THAN 1.0' ABOVE THE NEXT UPSTREAM
MANHOLE.
12. ALL ENVIRONMENTAL PERMITS APPLICABLE TO THE PROJECT MUST BE OBTAINED
FROM NCDWQ, USACE AND/OR FEMA FOR ANY RIPARIAN BUFFER, WETLAND &/OR
FLOODPLAIN IMPACTS (RESPECTIVELY) PRIOR TO CONSTRUCTION.
13. NCDOT ENCROACHMENT AGREEMENTS ARE REQUIRED FOR ANY UTILITY WORK
(INCLUDING MAIN EXTENSIONS & SERVICE TAPS) WITHIN STATE ROW PRIOR TO
CONSTRUCTION.
14. CROSS -CONNECTION CONTROL PROTECTION DEVICES ARE REQUIRED BASED ON
DEGREE OF HEALTH HAZARD INVOLVED AS LISTED IN APPENDIX-B OF THE RULES
GOVERNING PUBLIC WATER SYSTEMS IN NORTH CAROLINA. THESE GUIDELINES ARE
THE MINIMUM REQUIREMENTS. THE DEVICES SHALL MEET AMERICAN SOCIETY OF
SANITARY ENGINEERING (ASSE) STANDARDS OR BE ON THE UNIVERSITY OF
SOUTHERN CALIFORNIA APPROVAL LIST. THE DEVICES SHALL BE INSTALLED AND
TESTED (BOTH INITIAL AND PERIODIC TESTING THEREAFTER) IN ACCORDANCE
WITH THE MANUFACTURER'S RECOMMENDATIONS OR THE LOCAL
CROSS -CONNECTION CONTROL PROGRAM, WHICHEVER IS MORE STRINGENT.
CONTACT JOANIE HARTLEY AT [phone] OR
[e-mail] FOR MORE INFORMATION.
15. CONTRACTORS WORKING (EXCAVATION, BORING, OR OTHER SUBSURFACE
BREACH) AROUND OR IN THE VICINITY OF EXISTING WATER LINES 12 INCHES IN
DIAMETER OR LARGER SHALL BE REQUIRED TO PHYSICALLY SPOT THE EXISTING
LINE TO BE VERIFIED BY P.U.D. DISTRIBUTION STAFF OR INSPECTION STAFF. IF
OTHER EXISTING LINES SIZES ARE IN QUESTION OF CONFLICT THE CONTRACTOR
SHALL BE DIRECTED BY P.U.D. STAFF OF THE LEVEL OF SUBSURFACE
INVESTIGATION NEEDED TO LOCATE THE EXISTING LINE.
16. KALAS FALLS SANITARY SEWER MANHOLE 208 AND DOWNSTREAM SANITARY
SEWER LINE TO SANITARY SEWER MANHOLE 207 TO BE LINED PER CITY OF
RALEIGH DETAILS FOR RECEIVE FLOW FROM SANITARY SEWER FORCE MAIN.
17. THIS DEVELOPMENT RELIES UPON KALAS FALLS FOR ACCESS TO PUBLIC WATER
AND PUBLIC SANITARY SEWER. IF KALAS FALLS DOES NOT INSTALL NECESSARY
INFRASTRUCTURE, THIS DEVELOPMENT MAY BE RESPONSIBLE FOR NECESSARY
EXTENSIONS.
0
M
0
Z
SCALE 1 "=150'
150'
300'
'PRELIMINARY - NOT RELEASED FOR CONSTRUCTION I
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DATE
02/23/22
ALL CONSTRUCTION TO BE IN ACCORDANCE WITH ALL TOWN OF ROLESVILLE, CITY OF
RALEIGH, NCDEQ AND NCDOT STANDARDS, SPECIFICATIONS, AND DETAILS
•
•
•
•
•
•
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•
•
a.
DRAWN BY
R. WINGATE
DESIGNED BY
P. BARBEAU
CHECKED BY
P. BARBEAU
SCALE
AS SHOWN
OVERALL UTILITY PLAN
JOB NO.
43398
SHEET NO.
EX5. 0
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WETLAND W2
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y y �yv 4, 4, 4, 4, y I / III
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4, , 40 4, 4, 4, 4, I . PROPOSED LOD
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l „vs,
4, * 4, NI, NI, 4, 4, 4, l \
y NI, y y y y 4 y (IMPACT AREA 1 B)
,
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YOUR VISION ACHIEVED THROUGH OURS.
4,
4, 4, 4( 4' 4' 4 ,»�.,,, `,. I TEMPORARY WETLAND IMPACT:
2536 SF
4, Z --44 . lbkbb vwib� b i�
\ `�' Ni, i.; s,%,• �1N:�?i -K0, (IMPACT AREA 1 B)
38� •t�•� ••>:l.l:i:(:•4 "
SHEARER
EXISTING
Ni, . P
-..•-.!••:•••• s!..,•!''!-'' PERMANENT WETLAND
i•i•! 4' 14i;! L�
IMPACT: 163 SF
IMMONS GROUP.".
WETLANDS
. -- i�i` -
9
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CHECKED BY
RBA R
EW602 41:0YA .•i I
BT TO SCALE
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G (IMPACT AREA 1A)
ROLESVILLE CROSSING
ROLESVILLE - WAKE COUNTY - NORTH CAROLINA
ENVIRONMENTAL IMPACTS EXHIBIT - INSETS
3ro �; VATI,. UTAV: PERMANENT WETLAND IMPACT: 1639 SF
a .
4
CP
CP (SOM
2 RISER
61
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AREA
1
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...IMPACT
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IMPACT LEGEND
...
PERMANENT WETLAND IMPACT
yt..0117; rY•r`,
Y_
PERMANENT - NO PERMANENT LOSS - WETLAND IMPACT
' ;.
TEMPORARY WETLAND IMPACT
//////�
PERMANENT STREAM IMPACT
PERMANENT - NO PERMANENT LOSS - STREAM IMPACT
TEMPORARY STREAM IMPACT
_� _� _� _� _� _��!
RIPARIAN BUFFERZONE 1 IMPACT
RIPARIAN BUFFER ZONE 2 IMPACT
SCALE
0
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1 "=50'
JOB N
43398
0 50' 100'
EX6.0
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`1 d' \I 7
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ZONE 2 DISTURBANCE
DEEMED ALLOWABLE. AREA
TO BE REVEGETATED WITH
NATIVE GRASSES.
, 1 11
BUFFER ZONE
- DEEMED ALLOWABLE.
1` \\ IIII TO BE REVEGETATED
�,,. �\\\� 1 1�1111 NATIVE
\ I 11
O, \ \ \111� POND 1
y 11 +I 30'ZONE 1
\ \\\\RIPAR/AN BUFFER �,
1 IMPACT \�� \ \ .�
AREA
WITH
GRASSES.
3'l9
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M
OPEN
WATER
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YOUR VISION ACHIEVED THROUGH OURS.
-s 2155 SF - 739 SF (WETLAND
IMPACT) ' 11 �... EW615
\
20'ZONE2
-
\� \ \ ,
=1416 SF 40\NK. -
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BUFFER
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BUFFER ZONE
2 IMPACT
,
3245 SF - 1539 SF (WETLAND
IMPACT) �,rww,■res;r.l ,,..,.,
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=1706SF
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t 0" RCP A;
384 ' _ ._. teF0d'E,iTATITEVAl!,e fittlrtn V�
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DRAWN e
J. SHEARER
IMMONS GROUP.".
1T e�4TeYAAeTiVATiTAT*TeT�viissVFit 48" RC P
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CB 116
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DESIGNED e
P BARaEA
F M
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,r / 48" RCP
307a �V�
—f
®
-�CB115 AVAV AVAVAA` AAAAri
NI
YT♦Ti�4p�ppTAvAvi
CHECKED BY
R BAKER
PERMANENT WETLAND IMPACT:
lyL`viiAAA.+f•iA. A.i'`PA
8194 SF �•�•:� viTeieTi�.oTtveoTbi� v�tv '
_
��
Br TO SEA�E
At7d��'JAs 7AVi7 7A� ! VAV. MA�P
I r
•r.V.Y.TATAVAVAI - � 386_
ROLESVILLE CROSSING
ROLESVILLE - WAKE COUNTY - NORTH CAROLINA
ENVIRONMENTAL IMPACTS EXHIBIT - INSETS
T
,e
3170" �.,7AW !ffiV:7t� 42
TEMPORARY WETLAND IMPACT: 1300 SF ;�szy— �wa7
/
�_4p►TirAT,4TtTp380^
/ /V f I '>�.;�,; ..... "04% .".�►`s".�i ice:
/
PROPOSED LOD •;, �
co/
I
NI/ NI, EW614 q, I J Cr)
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///I1IMPACTAREA2
388,
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—
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a ::4TLALDW2'
NV )V NV I N W 4, W NV
IMPACT LEGEND
1
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PERMANENT WETLAND IMPACT
Yey}Yyy}iY,,
PERMANENT - NO PERMANENT LOSS - WETLAND IMPACT
''
TEMPORARY WETLAND IMPACT
PERMANENT STREAM IMPACT
PERMANENT - NO PERMANENT LOSS STREAM IMPACT
TEMPORARY STREAM IMPACT
_,!
RIPARIAN BUFFER ZONE 1 IMPACT
RIPARIAN BUFFER ZONE 2 IMPACT
m
SCALE
z
1"=50'
OeNO
43398
0 0 50' 100'
.
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61
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YOUR VISION ACHIEVED THROUGH OURS.
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382
• PERMANENT
I 1 1 nil r_siOT
I I � r.c. ►1AVi' /
i YO.+i.VACW 41 ' y,. _ _
1 1 , ^� PAYAT 4 4, i 4
i I�iff702
1 co Y-i.'01%; 4' 4' ♦ y 4' y 4'
I1ffSrAA� 1 1 1. �1 1 1I 1�
1 rixAv
\ 0e_IAY,OA -,- I. V'
340
WETLAND IMPACT: 3487 SF -�1-
lL
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—\ —
---
— -.
, EXISTING WETLANDS
/
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- /
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Ne
J. SHEARER
IMMONS GROUP.".
DESIGNED BY
CHECKED BY
R. BAKER
38,
— —
- - _
_.11-
,
IMPACTAREA3.:
/1 iiI\ ,
PROPOSED
�- WETLANDLOD
5
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NI
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SCALE
ROLESVILLE CROSSING
ROLESVILLE - WAKE COUNTY - NORTH CAROLINA
ENVIRONMENTAL IMPACTS EXHIBIT - INSETS
.�
='
384
—
tt
—
s�/
1
_
385�
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IMPACT LEGEND
PERMANENT WETLAND IMPACT
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PERMANENT - NO PERMANENT LOSS -WETLAND IMPACT
TEMPORARY WETLAND IMPACT
PERMANENT STREAM IMPACT
PERMANENT - NO PERMANENT LOSS - STREAM IMPACT
1;
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TEMPORARY STREAM IMPACT
-- _- _- _- _- _-,'
RIPARIAN BUFFERZONE 1 IMPACT
RIPARIAN BUFFER ZONE 2IMPACT
SCALE
z
1 "=50'
JOB N
43398
0 50' 100'
SHEET
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371 —
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368
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RIPARIAN BUFFER ZONE
2 IMPACT: 2160 SF - - -
365= --
15" RCP- .
`�
��
——�fl�
r CB512
CB520
PERMANENT WETLAND
IMPACT: 272 SF
I '
� ' ' � � PERMANENT
WETLAND
TEMPORARY WETLAND
,� co �
IMPACT: 172 SF - IMPACT:
vQ
19 SF
YOUR VISION ACHIEVED THROUGH OURS.
— _
WETLAND W1
- ' '�•=
STREAM
"I►.►®
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1 DEEMED
2 DISTURBANCE
ALLOWABLE. AREA
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��
v = BANK 404:"Ailik.-
_ _ v TO
BE REVEGETATED WITH
(EW610},. ...,11W,.0�r;I',�
= _ �- NATIVE
GRASSES.
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20'ZONE 2
STREAM IMPACT . 1 � ;� I►�. ;ivi
7ri
►!vim
,,
°aAwN°°
7 SHEARER
rap';ra iii
it
i� as
RIPARIAN BUFFER
IMMONS GROUP ..
PERMANENT STREAM IMPACT AREA: 419 SF • �I'% ;••� ii��w'1
r� '�
.1s� ri
PERMANENT STREAM IMPACT LENGTH: 107 LF iy, 06Al-wr sue,;
;:I
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S 3p2 �
DESIGNED°"
����.'y���i
CHECKED BY
RBA R
RIPARIAN BUFFER ZONE 1 IMPACT:figi�►iAr•,�a �i�r�i,
�_;; ;_.
�
72 RCP y
7607 SF - 727 SF (WETLAND IMPACT) = 6877 SF �� Iii R' �.�r�®►�•-
«„ri,� _ /,P�,��►
�'
,
30
RIPARIAN
ZONE 1
BUFFER /
SCALE
OT o SEA E
' S a
�� �� ,
RIPARIAN BUFFER ZONE 2 IMPACT: 2308 SF
ROLESVILLE CROSSING
ROLESVILLE - WAKE COUNTY - NORTH CAROLINA
ENVIRONMENTAL IMPACTS EXHIBIT - INSETS
STREAM B
2'-366 I >-365 _- =` EW611 -`' 30'ZONE 1
�J'
f
ZONE 2 DISTURBANCE DEEMED j/� -IPARIANBUFFER
ALLOWABLE. AREA TO BE
REVEGETATED WITH NATIVE GRASSES. ' I Cr) �3
STREAM IMPACT44%60
'1' ' =0-
WETLAND W3 `I' `A', 4'-
Zie NY
I ‘1/ �,
PERMANENT NO PERMANENT LOSS
/ PERMANENT NO PERMANENT LOSS
% \
�'\ \
O \ co
STREAM
STREAM
IMPACT
IMPACT
IMPACT
AREA: 262 SF
LENGTH: 47 LF
AREA
s,, 20'
4 °V RIPARIAN
PROPOSED LOD
ZONE 2
BUFFER -0
— —
/ TEMPORARY WETLAND
IMPACT LEGEND
PERMANENT WETLAND IMPACT
*1r irp.:
ytiy}Y�y` PERMANENT - NO PERMANENT LOSS -WETLAND IMPACT
TEMPORARY WETLAND IMPACT
f,\.. PERMANENT STREAM IMPACT
PERMANENT - NO PERMANENT LOSS - STREAM IMPACT
TEMPORARY STREAM IMPACT
2-A,,,,,,,,,, RIPARIAN BUFFER ZONE 1 IMPACT
RIPARIAN BUFFER ZONE 2 IMPACT
o
SCALE
z
1 "=50'
JOB NO
43398
0 50' 100'
7
SHEET

F S
EP. m
TV
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20' ZONE 2
''
i �,,ji
/ /
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RIPARIAN BUFFER
4, 4, „or
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/.,
co
/
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/ M/
36130'ZONE 1
�, y y y
Y y, dr y 41
I o
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I
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m. •.,
,i
RIPARIAN BUFFER
RIPARIAN BUFFER
ZONE 2 IMPACT: � �4 .!. "le�V
�
y y y
—4* / — --
_
k i,
/
725 SF - 669 SF (WETLAND
(DEEMED
IMPACT) = 56 SF
ALLOWABLE)
PROPOSED 30' SANITARY
SEWER EASEMENT
STREAM
y
B
YOUR VISION ACHIEVED THROUGH OURS.
/
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':
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$(4&
l /hNY 4Y y
30'ZONE 1
RIPARIANBUFFER.
y
s yiyy 4
- NO PERMANENT
LOSS -ks., y
,i,
yWETLAND
IMPACT
AREA: 2594 SF ., I:1
20'ZONE2
,� y RIPARIAN
BUFFER I WE
F,
i P /
TEMPORARY
1 .
6 n-�_& •L I y ;'i
, _ _ , _ 1, - .1.
STREAM IMPACT W
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,
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.C`" ® .--
DRAWN BY
J. SHEARER
IMMONS GROUP.".
DESIGNED BY
BARBEAU
TEMPORARY STREAM IMPACT AREA: 154 SF le��
`�4,► / STREAM TOP
/� >
CHECKED BY
R. BAKER
A TEMPORARY STREAM IMPACT LENGTH: 36 LF 4, '`�Y ``1-�R.,/ OF BANK
^`
/ �351
�•p�
BTTBSCALE
a•
ZONE 2 DISTURBANCE y— 4, RIPARIAN BUFFER ZONE 1 IMPACT:
�'
/
/
/
_ -
2182 SF - 1917 SF (WETLAND IMPACT) = 265 SF
DEEMED ALLOWABLE. AREA 4' 4' -, _' �� 1
TO BE REVEGETATED WITH — " = S2 ''� i��X�r'f r 1
NATIVE GRASSES./ . - RIPARIAN BUFFER ZONE 2 IMPACT: 732 SF
ROLESVILLE CROSSING
ROLESVILLE - WAKE COUNTY - NORTH CAROLINA
ENVIRONMENTAL IMPACTS EXHIBIT - INSETS
�353 ALLOWABLE)
(DEEMED
w I
V y� y
4'
,
STREAM
ws .4, PROPOSED
41 Ni `1!"i
WE LAND W3'
C
LOD
/
/
��
IMPACT
/ /
/ /
' / /354'—
I;
®
AREA
i
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/fir'\` 1
1
1 M1�''
5 ,.
1
1 tt 1
11
NV NIO Ni _NY_ •<, , '
f /� / -4,-010
IMPACT LEGEND
PERMANENT WETLAND IMPACT
}ttr.rtT.Yttrl',
.t
PERMANENT - NO PERMANENT LOSS - WETLAND IMPACT
TEMPORARY WETLAND IMPACT
PERMANENT STREAM IMPACT
PERMANENT NO PERMANENT LOSS STREAM IMPACT
TEMPORARY STREAM IMPACT
__,!
RIPARIAN BUFFER ZONE 1 IMPACT
RIPARIAN BUFFER ZONE 2 IMPACT
>.
o
7
SCALE
0 50'
z
1"=50'
100'
JOB NO
43398
SHEET NO
EX6.4
9
a�

i \ . \ 1 —
1 co I
u
nEE
aoaP
151i
i 11
o
\ I
\ I\
RIPARIAN BUFFER ZONE 2 IMPACT:
544 SFihi
l i
°
,25 GREENWAY EASEMENT
�i ° \ - \ /
/
,V�
�� ' \�RIPARIANBUFFERZONE
/ /
/ \ ZONE 2 DISTURBANCE
0) / ®' DEEMED ALLOWABLE.
PROPOSED TO BE REVEGETATED
GREENWAY ° ° 3 NATIVE GRASSES.
/°'
AREA
WITH
TE7
1 IMPACT:
YOUR VISION ACHIEVED THROUGH OURS.
i�
;__i;/
1634 SF - 954 SF (WETLAND
IMPACT) = 680 SF
° d,�1�s
TEMPORARY STREAM
IMPACT
-
°
/
"�
/ . 9. ii1�`'t.
/
° 'l / O 1
TEMPORARY STREAM
\!� a� \ TEMPORARY STREAM
IMPACT AREA: 130 SF
IMPACT LENGTH: 27 LF
oAE
1. °
— ,�
RIPARIAN BUFFER ". '--�
DRAWN e
J SHEARER
IMMONS GROUP.".
i ZONE 2 IMPACT: ` � ' TEMPORARY WETLAND IMPACT
AREA: 1432 SF
DESIGNED BY
P BA,BEAU
,
- ;
DEEMED i, t /v� `m°
RBA ED R�
ALLOWABLE \ �,.�/
PROPOSED LOD
v*
s��
NOT TO SCALE
/ • -�.
-1- -1- y
`�\ *Itt kk--- a\_�
*
ROLESVILLE CROSSING
ROLESVILLE - WAKE COUNTY - NORTH CAROLINA
ENVIRONMENTAL IMPACTS EXHIBIT - INSETS
`fJ'�
RIPARIAN BUFFER ZONE
2 IMPACT :
2 "'
�' �' 4'�`
' ® 6� 621 SF - 477 SF (WETLAND
IMPACT) = 144 SF
rri,,,,
=R
/ 4, / * *
, _
`
; STREAM TOP ��
..i. /. OF BANK �'
�
'd'\-1 7Y!
/ \
\ . • •
RIPARIAN BUFFER
ARY
ifi ` ZONE 2 IMPACT: .
kP
�� STREAM
-
B
-�;
DEEMED ALLOWABLE
).
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N�,J",
IMPA
C
T AREA
6 .;. �°
. _
ZONE*
ARIAN BUFFER ,,I,� y _4,_ d,
��
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20^ZONE 2 „r^^^ � WETLAND W3 1
IMPACT LEGEND
/ \
..
PERMANENT WETLAND IMPACT
PERMANENT - NO PERMANENT LOSS - WETLAND IMPACT
TEMPORARY WETLAND IMPACT
PERMANENT STREAM IMPACT
PERMANENT - NO PERMANENT LOSS - STREAM IMPACT
TEMPORARY STREAM IMPACT
0 0 0 0 ,0 RIPARIAN BUFFER ZONE 1 IMPACT
p
RIPARIAN BUFFER ZONE 2 IMPACT
Z
SCALE 1 "=50'
0 0 50' 100'
JOB NO
43398
EX

< �,
2p
$
a
RIPARIAN BUFFER
ZONE 2 IMPACT: 616 SF 1 , STREAM E
,'',
BUFFER
(DEEMED ALLOWABLE) 8 TOP OF BANK
ZONE 1 IMPACT: 1628 SF ; `\;� r' �`; — — ---- —,;� `:;��
• •••• •
•.•.•.•.•.•••••••••
TEMPORARY
,
STREAM IMPACT ��
``
TEMPORARY STREAM
TEMPORARY STREAM
IMPACT AREA: 313 SF
IMPACT LENGTH: 31 LF
/ ....,...._
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��` ``' ' ' ' '
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YOUR VISION ACHIEVED THROUGH OURS.
_
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•
•
•
•
•
•
o
`• •.
on e
_�
—
.
.�:
'N`�``\,\
IMMONS GROUP.".
RIPARIAN BUFFER ZONE 2 IMPACT: 636 SF
j
�I
SHEICGEK
PBABEA
_,
�,
`\\ `\
(DEEMED ALLOWABLE)
20'ZONE
30'ZONE
/
2 RIPARIAN
1 RIPARIAN
30'ZONE
Q
PROPOSED
BUFFER
M
LOD
d
BUFFER
1 RIPARIAN BUFFER
20' ZONE 2 RIPARIAN
PACT
' •
1 II
;
BUFFER
AREA
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- �30'
00
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7A
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CBAKERBBR
orSCLE
ROLESVILLE CROSSING
ROLESVILLE - WAKE COUNTY - NORTH CAROLINA
ENVIRONMENTAL IMPACTS EXHIBIT - INSETS
IMPACT LEGEND
PERMANENT WETLAND IMPACT
PERMANENT - NO PERMANENT LOSS - WETLAND IMPACT
TEMPORARY WETLAND IMPACT
PERMANENT STREAM IMPACT
PERMANENT - NO PERMANENT LOSS - STREAM IMPACT
TEMPORARY STREAM IMPACT
2000000000, _0
RIPARIAN BUFFER ZONE 1 IMPACT
RIPARIAN BUFFER ZONE 2 IMPACT
SCALE
0
z
1 "=50'
JOB NO
43398
0 50' 100'
EX6.6
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-,7) TOP
\
\
)
OF BANK \
\
STREAM Q
YOUR VISION ACHIEVED THROUGH OURS.
\_``�_ --
— �..'':: '�
-�
00
PROPOSED LOD
20'ZONE
IPAR/AN
\\\
\\\`,
\`�,
30'
UFFER
30'ZON 1
RIPARIAN BUFFER
.\ `fs
\\ •r_ -- -=2
,�-" „ %
\\ \ `\
0
‘
`�A
1
\
IMPACT LEGEND
DRAWN D
J SHEARER
IMMONS GROUP.".
DESIGNED B
P BAaEEAA
CHECKED BY
NOTTOSCALE
ROLESVILLE CROSSING
ROLESVILLE - WAKE COUNTY - NORTH CAROLINA
ENVIRONMENTAL IMPACTS EXHIBIT - INSETS
-
PERMANENT WETLAND IMPACT
}YYy}Y*}`
tor--tYY,,,
PERMANENT - NO PERMANENT LOSS - WETLAND IMPACT
;;
TEMPORARY WETLAND IMPACT
,,
j/�/�
PERMANENT STREAM IMPACT
BUFFER ZONE 2 IMPACT: 332E SF
ZONE
\
.:;::
•TEMPORARY
PERMANENT- NO PERMANENT LOSS - STREAM IMPACT
STREAM IMPACT
ALLOWABLE)® =
-
--_-_
, _ _
RIPARIAN BUFFER ZONE 1 IMPACT
RIPARIAN BUFFER ZONE 2IMPACT
BUFFER ZONE 1 IMPACT: 16 SF 7)
"D
I M
PACT
AREA
7B
z
SCALE 1 "=50'
�-
1 mac..
JOB NO
43398
0 50' 100'
N
SHEET EX6.7
61
5
11
s
.1
5E
s
Go
X6

\\ GI WETLAND W4 • •-•-•-•-•-•
n
amaP
o$
\`, �� STREAM D ....----~
TOP OF .... .........
BANK-- ••'�\\"d--=-''"""- - • - - - - • • ""
' PAR— MN BUFFER - - - • • ��
- Z.- 1-: , • -
-
• •
�`M
Y •
o �: ••••
' ' ' IIAN BUFFER.." "-.:'......•
•
.
YOUR VISION ACHIEVED THROUGH OURS.
WETLAND IMPACT
r�;t%Y
PERMANENT - NO PERMANENT LOSS -
WETLAND IMPACT: 755 SF ,°': •
BUFFER ZONE 2 IMPACT
• • • • a ________________J
•�•�•�• Ili
�
PROPOSED LOD°E�°
°AE
DRAWN BY
IMMONS GROUP.".
DESIGNED
P BA,�EAU
1266 SF - 250 SF (WETLAND IMPACT) = 1016 SF
(DEEMED ALLOWABLE) - -
• - ..
• • - •
• - - - -
I M
PACT
CHECKED BY
R. BAKER
BTTBBBA E
--�-=-=-=-�-=-=-=-�-=-==-•-•
. .
.•. • AREA
7C
ROLESVILLE CROSSING
ROLESVILLE - WAKE COUNTY - NORTH CAROLINA
ENVIRONMENTAL IMPACTS EXHIBIT - INSETS
. . . . . . . . . . . . . .
•
•
•
•
•
•
•
•
•
•
•
•
. . .
•
• • • • • • • • • • • • • • •
. . . . . . . . . . . . . .
IMPACT LEGEND
PERMANENT WETLAND IMPACT
Y101/ 2
PERMANENT - NO PERMANENT LOSS - WETLAND IMPACT
'' ;;
TEMPORARY WETLAND IMPACT
j/j'
PERMANENT STREAM IMPACT
iiiiiilililiiiiiii
PERMANENT - NO PERMANENT LOSS -STREAM IMPACT
TEMPORARY STREAM IMPACT
2;42;02;02;i!
RIPARIAN BUFFER ZONE 1 IMPACT
RIPARIAN BUFFER ZONE 2 IMPACT
SCALE
0
z
1 "=50'
JOB NO
43398
0 50' 100'
EX6 8
51
5
11
eg
13
ib
5
s1
F
a
is
.1
as
5s
�6

1 r
TEMPORARY STREAM IMPACT
w
' s
E011
RI
R$
v Et
g
�m
o
TEMPORARY STREAM IMPACT AREA: 292 SF
TEMPORARY STREAM IMPACT LENGTH: 31 LF
I I /
BUFFER ZONE 2 IMPACT:
1'30' 620 SF - 620 SF (WETLAND IMPACT) = 0 SF
I BUFFER ZONE 1 IMPACT:
YOUR VISION ACHIEVED THROUGH OURS.
I 1903 SF - 1578 SF (WETLAND IMPACT) = 325 SF
'
WETLAND IMPACT
O PERMANENT - NO PERMANENT LOSS -
WETLAND IMPACT: 2292 SF
.......' `�� ..... . ..
20'ZONE 2, .. - ---
DRAWN BY
��ird ��fi? ,........ �,®
2r„/�1 1' . -.- •. TOP OF ... _' ..
d iltpirig IV • . BANK
1'Fpe..a LP •/•• STREAM D . ' ''
67if . • N -- _ -- —
. 1r17.1l!c . - . -
30'ZONE 7.... .1 % :`\ `�::;� ;; - ;_.,"
RIPAR! 3 /r��Q�{(/[�`` �____=---�- ---
'., ,, , y C\ N,‘ ----
4
---.. '---.::::-.-:-.:-1,?'NOTTBSCALE
30 ZONE 1
RIPARIAN BUFFER
IMMONS GROUP.".
DESIGNED BY
P BARBEAU
CHECKED BY
R. BAKER
SCALE
ROLESVILLE CROSSING
ROLESVILLE - WAKE COUNTY - NORTH CAROLINA
ENVIRONMENTAL IMPACTS EXHIBIT - INSETS
•�
20 ZONE
WETLAND W4
•RIPAR/AN
PROPOSED LOD
J.
BUFFER,./-
BUFFER ZONE 2 IMPACT: 643 SF
/
M
PACT
(DEEMED ALLOWABLE)
AREA
7D
IMPACT LEGEND
PERMANENT WETLAND IMPACT
PERMANENT - NO PERMANENT LOSS -WETLAND IMPACT
TEMPORARY WETLAND IMPACT
n
PERMANENT STREAM IMPACT
PERMANENT - NO PERMANENT LOSS - STREAM IMPACT
z
TEMPORARY STREAM IMPACT
RIPARIAN BUFFER ZONE 1 IMPACT
SCALE 1 "=50'
RIPARIAN BUFFER ZONE 2 IMPACT
JOB NO.
43398
0 50' 100'
EX6NO

'' /.
•/ / /
/ /
TEMPORARY STREAM IMPACT
r SF
. E19
o $i
! 11
w
TEMPORARY STREAM IMPACT AREA: 463 SF
\�'�-- BUFFER ZONE 2 IMPACT: 1027 SF TEMPORARY STREAM IMPACT LENGTH: 106 LF
1"
O-- ```-� ;�--____ BUFFER ZONE 1 IMPACT:
YOUR VISION ACHIEVED THROUGH OURS.
_ = _�- __ 6328 SF - 2188 SF (WETLAND IMPACT)
-- -- ---- - 4140 SF
to
�"‘
1=
■M._■►;�■_� BUFFER ZONE 2 IMPACT: 1494 SF
_
TOP OF BANK -� 1
r c6.-tir..�alpt'��I
-- .I
bL�c. .._ �pcm.�vam■t_j%-
— --
.
V
SHEARDRAWN ER
7_!. b37n'ft
STREAM D ..*tr-- w`.ti : p,�*I
oi- ,i. 1� 1
.
■lid■■■!N
IMMONS GROUP.".
n_
`'
- ' -.-.-.-:ate, ,w
DESIGNED B
-�-_-- _-�
m��;r�':�
p -
—
•.
/ . .
... ••}/�!• • • • • ............ TOP OF BANK
.��
3
__-- -----
CHECKED BY
R BAKER
='-'RIANBUFFER
30'ZONE f - ' .
.'." "
20'ZONE 2 I
M
WETLAND
PACT
W4
AREA
,,�"
7
L$B-_
E PROPOSED LOD
��
BTTBSRaE
ROLESVILLE CROSSING
ROLESVILLE - WAKE COUNTY - NORTH CAROLINA
ENVIRONMENTAL IMPACTS EXHIBIT - INSETS
'"IPARIAN
BUFFER
.'. WETLAND IMPACT
,•.
-�/
PERMANENT - NO PERMANENT LOSS -
WETLAND IMPACT: 2188 SF
/
IMPACT LEGEND
-"-
PERMANENT WETLAND IMPACT
11: 5.451`Y,
PERMANENT - NO PERMANENT LOSS - WETLAND IMPACT
TEMPORARY WETLAND IMPACT
�//'
PERMANENT STREAM IMPACT
PERMANENT - NO PERMANENT LOSS - STREAM IMPACT
TEMPORARY STREAM IMPACT
,!
RIPARIAN BUFFER ZONE 1 IMPACT
RIPARIAN BUFFER ZONE 2 IMPACT
o
SCALE
0 50'
z
1 "=50'
100'
JOB NO
43398
SHEET NO
EX6.10
$�
61
s
11
ag
F
1s
.1
Ds i
11
�5

/ - \\/ /
\\ / / /
/ / / , / `\ / / <Q / /
/ / , / / /' h
IMPACT LEGEND
THIS DRAWING PREPARED AT THE
RALEIGH OFFICE
5410 Trinity Road, Suite 112 I Raleigh, NC 27607
TEL [phone] FAX [phone] www.timmons.com
REVISION DESCRIPTION
\\ /
<30 /
3 / ZONE 2 DISTURBANCE DEEMED
•-•-- •-----•-----•--•--•- PERMANENT WETLAND IMPACT
•�•yyV •�•�•• �•••.•�
/ / �\. ^\X
/
/ , p , ' / / ' _ ALLOWABLE. AREA TO BE REVEGETATED
O
*Ya�r*�*c* PERMANENT - NO PERMANENT LOSS - WETLAND IMPACT
/
/ ' 0 ,, \
/ m WITH NATIVE GRASSES.
/ / / /
'i��`l%t4li
2�:�2�2�:�44.
TEMPORARY WETLAND IMPACT
/ /
/ / / r -•�`
® "
\
- X PERMANENT STREAM IMPACT
/
\ / /
/ \ / / �1l!7�,�
,
PERMANENT - NO PERMANENT LOSS -STREAM IMPACT
/ .\
/
/ �\ / / / / o ,
"
„ e
TEMPORARY STREAM IMPACT
O /
) /\\�
/ / o o
/ \\
- - - - - - -
�/ �/
��! ��! ��! �11 111 1�! RIPARIAN BUFFER ZONE 1 IMPACT
YOUR VISION ACHIEVED THROUGH OURS.
/
/ a O 1Ox�
•
\.,\�,
STREAM B �.
•'-
RIPARIAN BUFFER ZONE2IMPACT
\ /
o \I y4/
,,
^ y - -- --/ 4'� \I
A
•
/v\\
„
3�•
,; ,.,
`•
(
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, J/ �►
y j� -
r
/ * - °dam
0r ,�,
WETLAND W3
- - ZONE 2 DISTURBANCE DEEMED
ALLOWABLE. AREA TO BE
REVEGETATED
a
o
�,
�, c -` -�-- — —. WITH NATIVE GRASSES.
DATE
W
oI'1 Y' �✓ �—
DRAWN BY
J. SHEARER
TIMMONS GROUP ..
e `'
V
y /
— — —
$ ,. / A `' . \ -....
I. , /,�JIX�•
/ �y \ O
, r \ � �, S/ '.; O — — \
IMPACT AREA 6 - PLAN VIEW SCALE 1°=40'
DESIGNED BY
P. BARBEAU
BAKED
RBEAU
CHECSCALE
AS SHOWN
0 40' 80'
ROLESVILLE CROSSING
ROLESVILLE - WAKE COUNTY - NORTH CAROLINA
STREAM CROSSING 1
350
FINISHED
350 350
BOARDWALK
350
EXISTING
GRADE
BOARDWALK
DESIGN BY
GROUND
DESIGN
BY
OTHERS
OTHERS
I
I
\
345
/
345 345
345
4
`J
'
--
340
N.
cn
to
M
rn
06
et
ch
o
K
et
M
cr)
et
M
N
o
rn
N
o
M
o
M
340 340
rn
N
03
340 0
I
0 40
PROFILE SCALE
10+00 10+50 11+00 11+50 12+00 12+33.40 9+75 10+00 10+50 10+75
BOARDWALK - PROFILE VIEW BOARDWALK - CROSS SECTION
JOB NO.
43398
SHEET NO.
EX 7.0
PRELIMINARY- NOT RELEASED FOR CONSTRUCTION
$s
11
Es
iE
I
e
E
0
i�

/ /
/ / O/ / /
,rb6 ,/ /
, / /... / `' . W `/ N. W `'� )V `' . rV YG — W
/ / / / / A W W —NV W/ ,
/ , // // / o / `i/ 41/ v/ 4/ / `7 — /
- / / •I/i •
"W
— �
— `i/ . IMPACT LEGEND
V'<1/— N
THIS DRAWING PREPARED AT THE
RALEIGH OFFICE
5410 Trinity Road, Suite 112 I Raleigh, NC 27607
TEL [phone] FAX [phone] www.timmons.com
REVISION DESCRIPTION
/ // //
/ / //
/
/ / / `� �_ *4 � � �_ � `V
� y
PERMANENT WETEEEss
/ /
/�� � ' rn�
<
�IvAvAvAvAvAvAvAvAvAvivAvAY ������� �.�������.������,
/
/ _
PERMANENT - NO WETLAND IMPACT
TEMPOR
/
/, 41/
C'' J/ J/ �/ �Y_ 4/ `/
217' h .,
<
PERMANENT STREAM IMPACT
•'!_rw-
PERMANENT - NO PERMANENT LOSS - STREAM IMPACT
/ /
/ ' I4' , iv:
1, ''v ', ZONE 2 DISTURBANCE DEEMED
TEMPORARY STREAM IMPACT
/
/ /
/ /�
LO _� \
����
/ 10+00�����
ALLOWABLE. AREA TO BE REVEGETATED
�!► �!► �!► �!► �!► �► RIPARIAN BUFFER ZONE 1 IMPACT
WITH NATIVE GRASSES. ►_i_i_i_i_i_
YOUR VISION ACHIEVED THROUGH OURS.
/ /
/ /
/
s — H� l L
4/-►.1� �;wi_O�
'n/ f
RIPARIAN BUFFER ZONE 2 IMPACT
/ /
i, 2 //
/ ,3y�
/`
/ / /� 1
/ ;":1/
1 / -�1\/- \
�� _
/�% J/ I
" —� •I/i r�,,G
__ 1 `►� mk �'
STREAM B 1p
/� �.:. _
35��WETLAND W3�:
/Wj
��/ �J/
IMPACT AREA 5 -
, 351-�
`'
-..a:'
-
PLAN VIEW SCALE 1
"=40'
DATE
/OB/z1
DRAWN BV
J. SHEARER
TIMMONS GROUP ..
DESIGNED BV
P. BARBEAU
CHECKED,
P. BARBEAU
SCALE
AS SHOWN
0 40' 80'
355 355
ROLESVILLE CROSSING
ROLESVILLE - WAKE COUNTY - NORTH CAROLINA
STREAM CROSSING 2
355
FINISHED
355
,
GRADE
EXISTING
/
EXISTING
GROUND
/
/
GROUND
350
/
350 350
r 1
350
Y
V
345///��/�/����i�/��/�///
.
9 (50) (2): 1 7
3.63' OF
12" Ductile
AA"—
Iron 0.50%
345 345
345
4—
12 inch Ductile Iron Pipe
4-
340
0
M
00
M
340 0
I 340
0 40
PROFILE SCALE cti
M
co
M
N
c'r)
N
M
340 0
1
0 40
PROFILE SCALE
10+00 10+50 11+00 111-596.54 10+00 10+50
SEWER - CROSS SECTION
IBB Ne.
43398
HEETND.
Ex 7.1
SEWER - PROFILE VIEW
PRELIMINARY - NOT RELEASED FOR CONSTRUCTION

-
THIS DRAWING PREPARED AT THE
RALEIGH OFFICE
5410 Trinity Road, Suite 112 I Raleigh, NC 27607
TEL [phone] FAX [phone] www.timmons.com
REVISION DESCRIPTION
- - --.7
---__---....
--36-__
_ _ _ _
--3
IMPACT LEGEND
VVVVVVVVVVVVVVVVVVVVVVVVVVV
PERMANENT WETLAND IMPACT
—
.............
,360 I
►►ig
► 'i
lla
�®1
h
�;;:>i�fitia.
Irk *1;
PERMANENT - NO PERMANENT LOSS - WETLAND IMPACT
��A
•
ZONE 2 DISTURBANCE
*1'
�-,,;q.v. ,I.
4.
MM�
DEEMED ALLOWABLE.
�ItlV40.11k7W!^r'
TEMPORARY WETLAND IMPACT
WETLAND W1
s�
�'. iIri,, A/I®
��!r .//�I■
ISTreII
��
��I►i
-'- -
AREA TO BE REVEGETATED
j /
PERMANENT STREAM IMPACT
-
WITH NATIVE GRASSES.
/
��
iI%Ff"/�/�'Zi . i�'
!
I� /��
\�rAr
PERMANENT - NO PERMANENT LOSS - STREAM IMPACT
1-'�" , -,i_-
FA
�® Wb
'�
,�''..;.!
TEMPORARY STREAM IMPACT
s
9
/ �:� � i
�iii Ism
■��
`
'�
1- 1- 1- 1- 1- 1-
3
6p WO-W
WM/EWA
II fi
.' i
i .
.
, �� _- 0 1
�r
�!-1!-1!-1!-1!-11 RIPARIAN BUFFER ZONE 1 IMPACT
YOUR VISION ACHIEVED THROUGH OURS.
�^ a
���
'®/'
, /
��-3�Sj_1-1-
1- 1- 1- 1-
-�
kirOL.T4
��„
RIPARIAN BUFFER ZONE 2 IMPACT
_�,I��
��
1� .;, "e
�/
SS•
— = =
'`\
.1 3
I
6` = WET N\ W3,�
- — ZONE 2 DISTURBANCE _
\�1
DEEMED ALLOWABLE. `
— STREAM B
370
.
370
DATE
DRAOBiWN e:
•368
\
AREA TO BE REVEGETATED � NI,
!�
J. SHEARER
TIMMONS GROUP ..
_ WITH NATIVE GRASSES. ` \ ®,
` 4/ ,
DESIGNED BY
P. BARBEAU
IMPACT AREA 4 - PLAN VIEW SCALE 1"=40'
CHECKED BY
P. BARBEAU
NCDOT 383.40 ENDWALL
0 40' 80'
,FINISHED
FINISHED
365
365
SCALE
AS SHOWN
—
WITH MODIFICATION
GRADE
GRADE
ROLESVILLE CROSSING
ROLESVILLE - WAKE COUNTY - NORTH CAROLINA
STREAM CROSSING 3
365
365
\
24"
MIN. COVER
\
��
NCDOT
383.40 ENDWALL
\
\
��
/
WITH MODIFICATION
\
360
360
360
360
BURIED
RIPRAP
72 inch RCP
58.32'
Of
NOT
TO EXCEED
EXISTING
i "
-
EXISTING
STREAM
@ 0.86%
BED
ELEVATION
GROUND
355
355
—�:
EXISTING
72 inch RCP
4—
355
GROUND
355
•
4—
,'��1,1,y��ai�Ly�.
350
350 0
I
0 40
350
N
01
er
M
A
M
M
er
M
rn
M
et.
M
350 0
I 4-)
0 40 to
PROFILE SCALE `'r)
Lt.)
cco
`'')
co
m
N
`')
^
")
N.
`)
u-)
co
0')
PROFILE SCALE
10+00 10+50
11+00 11+50
-0+50 0+00 0+50 1+00 1+50 CULVERT - CROSS
SECTION
JOB NO.
43398
SHEET NO.
Ex 7.2
CULVERT - PROFILE VIEW
PRELIMINARY - NOT RELEASED FOR CONSTRUCTION
10
i.,
11
1s
11
Es
it
I
E
0
61
6
of

i \\•• . POND 1 ` 1- ��
4.
\\��� \
ZONE 2 DISTURBANCE
THIS DRAWING PREPARED AT THE
RALEIGH OFFICE
5410 Trinity Road, Suite 112 I Raleigh, NC 27607
TEL [phone] FAX [phone] www.timmons.com
REVISION DESCRIPTION
_iti
. �p��� \ ` - _ o -ii
•
,/ DEEMED ALLOWABLE. IMPACT LEGEND
AREA TO BE REVEGETATED
/bi
e
I ..` emu• 1:
oo
1 "' q) WITH NATIVE GRASSES.
•••••••••••••
PERMANENT WETLAND IMPACT
;,a_ \
\
1.
N
\ \
t.
ir
%p ip
PERMANENT - NO PERMANENT LOSS - WETLAND IMPACT
N
»_\ �i..
*1'�
_�._ _ _..
yam�y!m.L�:n . j ,-s - _ 386
lC �s�l�'c ty��;
i
iw=i, , ,iw w . •" - - -�
;t;k$Obk;
TEMPORARY WETLAND IMPACT
-- --
tjk;
„� " .
0"
''-1_43
W
' �
`ATATATATAA=r=iFA
Vw
PERMANENT NO PERMANENT LOSS STREAM IMPACT
W
,D.
- -
I I /
r Ar�r�r�rAvi rfrs� r r 11' 6 11 +8E
/
��
— 10+00 .
/I A 41.. A ,A"►s��.W.V.v r.�..'..,.,V.�.��.
3$ J I I
.36
6�eP
- :~ .... :?; TEMPORARY STREAM IMPACT
•Ar1r®
,n��
TAT ®rAS'��I�r%r�r'r�rAV.:0,.`.►�A%\ `�
__._.._:____._.._.___._.._.____:_.._.
IV1,�3
I VArArArArArArAr��'��/�VAVAVA���
� ;rAV•v�
9s
'
�'
;!' ;!' ;!' ;!' ;!' ;i RIPARIAN
IMPIli
YOUR VISION ACHIEVED THROUGH OURS.
::::;
AAN IMPACT
�...
A A A AVAAVATAV oY^N.. y i
384
-♦�♦r.AvAvAv
r�r�r����iT:v. t;.1.�r�. 384
/-380
'Ir�
y
-_:�:
r�r ViV�VAVAlr Xs ` 380-",
Cb
390
390
DATE
1 /O8iz1
tA4,1
C
t !._._is i,
�.�., A44 '.A
L • a4
/
®
�^
NCDOT 383.01
ENDWALL
DRAWN BY
J. SHEARER
/
WETLAND W2 M c+)�
WITH
MODIFICATION
FIN
SHED
TIMMONS GROUP ..
,
�' /
,
GRADE
DESIGNED BY
P. BARBEAU
IMPACT
AREA 2 - PLAN VIEW SCALE 1"=40'
NCDO-
383.01 ENDWALL
CHECKED BY
P. BARBEAU
385
385
WITH
MODIFICATION
SCALE
AS SHOWN
0 40' 80'
L;URIED
RIPRAP
ROLESVILLE CROSSING
ROLESVILLE - WAKE COUNTY - NORTH CAROLINA
WETLAND CROSSING
I
NOT
EXISTING
TO EXCEED
STREAM
GRADE
385
I BED
ELEVATION
385
EDGE
OF
OPEN
380
I r
1 WATER
380
-
EXISTING
_
r
_
�Y� Y�
GROUND
-
74.32'
'-'`�
�'� •'
48 inch
RCP
inch
RCP
OF
...'.a0.:
�48
48" RCP
~-rL~.� .„
@0.67%
... -
�.
380
380
r
V
375
\-8
375
inch Ductile
Iran Pine
8: 393.10'
OF 8" Ductile Iron @ 0.h00.
d/_ii%iiiiiii�� -
4
375
i
375
P(116):
247.43' OF 30" RCP @ 0.51
370
.,
0)v...
385.37
379.1
385.53
379.0
379.90
380.0
370
372
co
ON
Dom
co
oil--
N.
o
oiN
I-- N.O
o
oil--
N.N
o
OjN
N.Lo
oiI--
N.r--
0
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DATE
DRAWN BY
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DESIGNED BY
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0 40' 80'
SCALE
AS SHOWN
ROLESVILLE CROSSING
ROLESVILLE - WAKE COUNTY - NORTH CAROLINA
FORCEMAIN CROSSING
350
350 350
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\
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JOB N°
43398
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5410 Trinity Road, Suite 112 I Raleigh, NC 27607
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REVISION DESCRIPTION
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360 360
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ROLESVILLE CROSSING
ROLESVILLE - WAKE COUNTY - NORTH CAROLINA
FORCEMAIN CROSSING
360
360
/
/
7
7
EXISTING
/
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355 355
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li
350
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SCALE
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FORCEMAIN CROSSING
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366.0
366.04
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368.3
368.30
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OODY,
MOODY,
01, PG 19
87, PG 331
67--38-1505
BRIAN SEGUIN
TRUSTEE,
KATHERINE SEGUIN
TRUSTEE,
DB 18272, PG 2053
BM 1987, PG 331
IN 1767-38-3542
BENNYMOODY,
LAWRENCE MOODY,
AND JEFFREYLYNN
DB 014297, PG 01583
BM 1986, PG 968
PIN 1767-28-4304
DRAINAGE AREA #
DRAINAGE AREA IN ACRES
TC PATH
ANALYSIS POINT 3
NORTHERN PROPERTY LINE
V co
BENNYMOODY,
CONNIE MOODY, CO
DB 3758, PG 29 41
BM 1981, PG 653 V
PIN 1767-38-5477
T
=393.,E
EX. 12"
EX INV=393.79
EX PIPE
DIRECTION
(PIPE BURIED)
EX. 12" RCP
EX. /NV=395.09
TC PATH
ANALYSIS POINT 2
EXISTING CULVERT
EX. I
EX INV=
LOT 13
ERNEST LLOYD LEE JR
DB 12777, PG 1559
PIN 1767-37-5272
I '
OAARLES T. CLARK
41 AND WIFE
PATRICIA H. CLARK
DB 4572, PG 246
PIN 1767-38-9615
ARRON HURLE
DB 104, PG 153
BM 86, PG 967
PIN 1%67-38-8313
NDND REDRACQQ
ARACHEL OOL
DB 17107, P 82
PIN 1767-38-71�0
/j
"MGT�=�r=
1500 ,�� 1500,
LOT 10 •
JOSE L HERNANDEZ
LOT 11 DB 17687, PG 672
ALFRED C THOMAS PIN 1767-47-0283
I
DB 12779, PG 2611
PIN 1767-37-7282
"WOODS CROSSING SUBDIVISION"
BM 2006, PG 466
EX. INV==385.15
EX. 15"RCP
EX. INV=384.75
TAVISTON COURT
50' PUBLIC R/W
RALEIGH DOT CORS ARP (DG4687)
PUBLISHED NAD83 (2011)
NC GRID COORDINATES:
GRID NORTHING: 733,167.42'
GRID EASTING EASTING: 2,124,896.38'
LOT4
REGINALD HOPKINS
DB 9496, PG 2630
PIN 1767-47-2196
- LOT5
DONNA WATKINS
DB 16324, PG 1810
PIN 1767-47-4134
DRAINAGE AREA CN
DA3
83
1.25
I *___ r . .----Ale4'
Nle y y 4'
CE GROUP C NTROL PT. #1
POINT OF SITE CALIZATION
MA AIL (FLUSH)
NC GRID NAD 83 (2011) C ORDINATES:
NORTHIN 776,962.65'
EASTING: ,453.74'
ELEVATION (SITE TBM . N.93'
"MITCHELL
MEADOW
SUBDIVISION"
BM 2001, PG
1814 Goo �o
O0 ryG
�� o
��I, y
ry
WATER DEEA11lS,4ULS
DB 11390, PG
PIN 1767-46-5953� "4
LOT 7
ROBERTBUTTNER
DB 18264, PG 233
PIN 1767-46-6746
EX. INV=392.20
EX. INV=391.50
OAP
DONNIEL WOODLIEF
DB 8667, PG 2189
PIN 1767-46-9337
DWIGHT THOMAS WOODLEIF
AND WIFE
CAROLYN WOODLIEF
DB 14286, PG 1908
BM 2011, PG 84
��ah�� PIN 1767-58-0938
_ -PCs ��.1�
MARTY W WEATHERS
DB 15-E, PG 2513
PIN 1767-56-0612
EX. IN
EX. 15" RC
JAMES GARYPITTMAN
DB 12631, PG 366
SPIN 1767-56-6385
ELAINE T WATKINS
DB 16-E, PG 1796
PIN 1767-66-2603
EX. 18" RCP
EX INV==390.03
EX. INV==389.78
CE GROUP CONTROL PT. #2
POINT OF SITE LOCALIZATION
60D MAG HUB (FLUSH)
NC GRID NAD 83 (2011)
COORDINATES:
NORTHING: 777,071.66'
EASTING: 2,165,339.03'
ELEVATION: 393.45'
JOHN P HAKES JAMES GARY PITTMAN
DB 11860, PG 2401 DB 12631, PG 366
PIN 1767-56-2300 PIN 1767-56-3654
KAYLA M BOGGS
DB 16432, PG 1598
PIN 1767-57-9520
01‘;'?\)(?)\1
C0 ELAINE T WATKINS
DB 16-E, PG 1796
PIN 1767-66-2603
WILLIAM WAYNE WATKINS
DB 7704, PG 519
PIN 1767-57-6274
co
0,
GRADEN M JOHNSON JR
DB 4284, PG 243
PIN 1767-66-9917
JUSTIN THOMAS HARRIS
DB 15447, PG 2042
PIN 1767-66-6852
0
0
0
0
00
0
0
0
0
0
0
0
0
0
0
0 0 0
0
BUFFALO CREEK
(PROPERTY LINE /S
CENTERLINE OF CREEK)
0
o ° o
o °
o ° 0
0 °o
°0 0
0
0
NORMA AGUILAR o
DB 12647, PG 1286 0
PIN 1767-68-5863 0
WILLIAM WAYNE WATKINS
DB 7177, PG 754
BM 1927, PG 69
PIN 1767-77-3114
ANALYSIS POINT 4
PROPOSED POND OUTLET
0
0
0
EX. /NV=337.92
EX. INV==337r86
EX. 60" CAP
EX. /NV=337.89
EX. /NV=337.79
ANALYSIS POINT 1
BUFFALO CREEK
POST -DEVELOPMENT DRAINAGE AREAS
WHEELER TRACT - July 12, 2021
0 150 300
Feet
TIMMONS GROUP
S:\332\43398-Wheeler_Tract\DWG\Sheet\Exhibit\43398-332C-EX-HYDR-POST.dwg I Plotted on 7/12/2021 3:19 PM I by April Blye

Requestor:
Address:
Telephone Number:
E-mail.
Size (acres)
Nearest Waterway
USGS HUC
U.S. ARMY CORPS OF ENGINEERS
WILMINGTON DISTRICT
Action Id. SAW-2019-01457 County: Wake U.S.G.S. Quad: NC- Rolesville
NOTIFICATION OF JURISDICTIONAL DETERMINATION
Soil and Environmental Consultants, PA
Steven Ball
8412 Falls of Neuse Rd., suite 104
Raleigh, NC 27615
919-691-2114
sball(dsandeec.com
Neuse
Latitude: 35.8859
Longitude: -78.4437
Location description: The project site is approximately 91 acres located adjacent to Mitchell Mill Road, and bordered to the
west by Rolesville Road, near the town of Rolesville, Wake County, North Carolina.
91
Buffalo Creek
03020201
Indicate Which of the Following Apply:
A. Preliminary Determination
Nearest Town Wake Forest
River Basin
Coordinates
There appear to be waters, including wetlands on the above described project area/property, that may be subject to Section 404
of the Clean Water Act (CWA)(33 USC § 1344) and/or Section 10 of the Rivers and Harbors Act (RHA) (33 USC § 403). The
waters, including wetlands have been delineated, and the delineation has been verified by the Corps to be sufficiently accurate
and reliable. The approximate boundaries of these waters are shown on the enclosed delineation map dated 7/30/2019. Therefore
this preliminary jurisdiction determination may be used in the permit evaluation process, including determining compensatory
mitigation. For purposes of computation of impacts, compensatory mitigation requirements, and other resource protection
measures, a permit decision made on the basis of a preliminary JD will treat all waters and wetlands that would be affected in any
way by the permitted activity on the site as if they are jurisdictional waters of the U.S. This preliminary determination is not an
appealable action under the Regulatory Program Administrative Appeal Process (Reference 33 CFR Part 331). However, you may
request an approved JD, which is an appealable action, by contacting the Corps district for further instruction.
❑ There appear to be waters, including wetlands on the above described project area/property, that may be subject to Section 404
of the Clean Water Act (CWA)(33 USC § 1344) and/or Section 10 of the Rivers and Harbors Act (RHA) (33 USC § 403).
However, since the waters, including wetlands have not been properly delineated, this preliminary jurisdiction determination
may not be used in the permit evaluation process. Without a verified wetland delineation, this preliminary determination is
merely an effective presumption of CWA/RHA jurisdiction over all of the waters, including wetlands at the project area, which
is not sufficiently accurate and reliable to support an enforceable permit decision. We recommend that you have the waters,
including wetlands on your project area/property delineated. As the Corps may not be able to accomplish this wetland
delineation in a timely manner, you may wish to obtain a consultant to conduct a delineation that can be verified by the Corps.
B. Approved Determination
❑ There are Navigable Waters of the United States within the above described project area/property subject to the permit
requirements of Section 10 of the Rivers and Harbors Act (RHA) (33 USC § 403) and Section 404 of the Clean Water Act
(CWA)(33 USC § 1344). Unless there is a change in law or our published regulations, this determination may be relied upon for
a period not to exceed five years from the date of this notification.
❑ There are waters, including wetlandson the above described project area/property subject to the permit requirements of Section
404 of the Clean Water Act (CWA) (33 USC § 1344). Unless there is a change in the law or our published regulations, this
determination may be relied upon for a period not to exceed five years from the date of this notification.
❑ We recommend you have the waters, including wetlands on your project area/property delineated. As the Corps may not be
able to accomplish this wetland delineation in a timely manner, you may wish to obtain a consultant to conduct a delineation that
can be verified by the Corps.
❑ The waters, including wetlands on your project area/property have been delineated and the delineation has been verified by
the Corps. The approximate boundaries of these waters are shown on the enclosed delineation map dated DATE. We strongly
suggest you have this delineation surveyed. Upon completion, this survey should be reviewed and verified by the Corps. Once

SAW-2019-01457
verified, this survey will provide an accurate depiction of all areas subject to CWA jurisdiction on your property which, provided
there is no change in the law or our published regulations, may be relied upon for a period not to exceed five years.
❑ The waters, including wetlands have been delineated and surveyed and are accurately depicted on the plat signed by the
Corps Regulatory Official identified below onDATE. Unless there is a change in the law or our published regulations, this
determination may be relied upon for a period not to exceed five years from the date of this notification.
❑ There are no waters of the U.S., to include wetlands, present on the above described project area/property which are subject to the
permit requirements of Section 404 of the Clean Water Act (33 USC 1344). Unless there is a change in the law or our published
regulations, this determination may be relied upon for a period not to exceed five years from the date of this notification.
❑ The property is located in one of the 20 Coastal Counties subject to regulation under the Coastal Area Management Act (CAMA).
You should contact the Division of Coastal Management in Morehead City, NC, at [phone] to determine their
requirements.
Placement of dredged or fill material within waters of the US, including wetlands, without a Department of the Army permit may
constitute a violation of Section 301 of the Clean Water Act (33 USC § 1311). Placement of dredged or fill material, construction or
placement of structures, or work within navigable waters of the United States without a Department of the Army permit may
constitute a violation of Sections 9 and/or 10 of the Rivers and Harbors Act (33 USC § 401 and/or 403). If you have any questions
regarding this determination and/or the Corps regulatory program, please contact James Lastin2er at 919-554-4884 ext 32 or
James. C.Lastinger(ausace.army.mil.
C. Basis For Determination: Basis For Determination: See the preliminary jurisdictional determination
form dated 05/06/2020.
D. Remarks: None.
E. Attention USDA Program Participants
This delineation/determination has been conducted to identify the limits of Corps' Clean Water Act jurisdiction for the particular site
identified in this request. The delineation/determination may not be valid for the wetland conservation provisions of the Food Security
Act of 1985. If you or your tenant are USDA Program participants, or anticipate participation in USDA programs, you should request
a certified wetland determination from the local office of the Natural Resources Conservation Service, prior to starting work.
F. Appeals Information (This information applies only to approved jurisdictional determinations as indicated in B.
above)
This correspondence constitutes an approved jurisdictional determination for the above described site. If you object to this
determination, you may request an administrative appeal under Corps regulations at 33 CFR Part 331. Enclosed you will find a
Notification of Appeal Process (NAP) fact sheet and request for appeal (RFA) form. If you request to appeal this determination you
must submit a completed RFA form to the following address:
US Army Corps of Engineers
South Atlantic Division
Attn. Phillip Shannin, Review Officer
60 Forsyth Street SW, Room 10M15
Atlanta, Georgia 30303-8801
In order for an RFA to be accepted by the Corps, the Corps must determine that it is complete, that it meets the criteria for appeal
under 33 CFR part 331.5, and that it has been received by the Division Office within 60 days of the date of the NAP. Should you
decide to submit an RFA form, it must be received at the above address by Not applicable.
**It is not necessary to submit an RFA form to the Division Office if you do not object to the determination in this correspondence. * *
Corps Regulatory Official:
arrftle
Date of JD: 05/06/2020 Expiration Date of JD: Not applicable

SAW-2019-01457
The Wilmington District is committed to providing the highest level of support to the public. To help us ensure we
continue to do so, please complete the Customer Satisfaction Survey located at
http://corpsmapu.usace.army.mil/cm_apex/f?p=136:4:0
Copy furnished:
Property Owner:
Steve and Giny Wheeler
Address: 7928 Sutterton Court
Raleigh, NC 27615
Telephone Number: 919-880-8385
E-mail:

NOTIFICATION OF ADMINISTRATIVE APPEAL OPTIONS AND PROCESS AND
REQUEST FOR APPEAL
Applicant:
Steven
Soil and Environmental Consultants, PA
File Number: SAW-2019-01457
Date: 05/06/2020
Ball
Attached is:
See Section below
INITIAL PROFFERED PERMIT (Standard Permit or Letter of permission)
A
PROFFERED PERMIT (Standard Permit or Letter of permission)
B
PERMIT DENIAL
C
APPROVED JURISDICTIONAL DETERMINATION
D
PRELIMINARY JURISDICTIONAL DETERMINATION
E
x
SECTION
Additional
or the
I - The following identifies your rights and options
information may be found at or http://www.usace.army.mil/Missions/CivilWorks/RegulatoryProgramandPermits.aspx
regarding an administrative appeal
of the above decision.
Corps regulations at 33 CFR Part 331.
A: INITIAL PROFFERED PERMIT: You may accept or object to the permit.
• ACCEPT: If you received a Standard Permit, you may sign the permit document and return it to the district engineer for final
authorization. If you received a Letter of Permission (LOP), you may accept the LOP and your work is authorized. Your
signature on the Standard Permit or acceptance of the LOP means that you accept the permit in its entirety, and waive all
rights to appeal the permit, including its terms and conditions, and approved jurisdictional determinations associated with the
permit.
• OBJECT: If you object to the permit (Standard or LOP) because of certain terms and conditions therein, you may request
that the permit be modified accordingly. You must complete Section II of this form and return the form to the district
engineer. Your objections must be received by the district engineer within 60 days of the date of this notice, or you will
forfeit your right to appeal the permit in the future. Upon receipt of your letter, the district engineer will evaluate your
objections and may: (a) modify the permit to address all of your concerns, (b) modify the permit to address some of your
objections, or (c) not modify the permit having determined that the permit should be issued as previously written. After
evaluating your objections, the district engineer will send you a proffered permit for your reconsideration, as indicated in
Section B below.
B: PROFFERED PERMIT: You may accept or appeal the permit
• ACCEPT: If you received a Standard Permit, you may sign the permit document and return it to the district engineer for final
authorization. If you received a Letter of Permission (LOP), you may accept the LOP and your work is authorized. Your
signature on the Standard Permit or acceptance of the LOP means that you accept the permit in its entirety, and waive all
rights to appeal the permit, including its terms and conditions, and approved jurisdictional determinations associated with the
permit.
• APPEAL: If you choose to decline the proffered permit (Standard or LOP) because of certain terms and conditions therein,
you may appeal the declined permit under the Corps of Engineers Administrative Appeal Process by completing Section II of
this form and sending the form to the division engineer. This form must be received by the division engineer within 60 days
of the date of this notice.
C: PERMIT DENIAL: You may appeal the denial of a permit under the Corps of Engineers Administrative Appeal Process by
completing Section II of this form and sending the form to the division engineer. This form must be received by the division
engineer within 60 days of the date of this notice.
D: APPROVED JURISDICTIONAL DETERMINATION: You may accept or appeal the approved JD or provide new
information.
• ACCEPT: You do not need to notify the Corps to accept an approved JD. Failure to notify the Corps within 60 days of the
date of this notice, means that you accept the approved JD in its entirety, and waive all rights to appeal the approved JD.
• APPEAL: If you disagree with the approved JD, you may appeal the approved JD under the Corps of Engineers
Administrative Appeal Process by completing Section II of this form and sending the form to the district engineer. This form
must be received by the division engineer within 60 days of the date of this notice.

E: PRELIMINARY JURISDICTIONAL DETERMINATION: You do not need to respond to the Corps regarding the
preliminary JD. The Preliminary JD is not appealable. If you wish, you may request an approved JD (which may be appealed),
by contacting the Corps district for further instruction. Also you may provide new information for further consideration by the
Corps to reevaluate the JD.
SECTION II - REQUEST FOR APPEAL or OBJECTIONS TO AN INITIAL PROFFERED PERMIT
REASONS FOR APPEAL OR OBJECTIONS: (Describe your reasons for appealing the decision or your objections to an initial
proffered permit in clear concise statements. You may attach additional information to this form to clarify where your reasons or
objections are addressed in the administrative record.)
ADDITIONAL INFORMATION: The appeal is limited to a review of the administrative record,
record of the appeal conference or meeting, and any supplemental information that the review
clarify the administrative record. Neither the appellant nor the Corps may add new information
However, you may provide additional information to clarify the location of information that
record.
the Corps memorandum for the
officer has determined is needed to
or analyses to the record.
is already in the administrative
POINT OF CONTACT FOR QUESTIONS OR INFORMATION:
If you have questions regarding this decision and/or the
appeal process you may contact:
District Engineer, Wilmington Regulatory Division
Attn: James Lastinger
Raleigh Regulatory Office
U.S Army Corps of Engineers
3331 Heritage Trade Drive, Suite 105
Wake Forest, North Carolina 27587
If you only have questions regarding the appeal process you may
also contact:
Mr. Phillip Shannin, Administrative Appeal Review Officer
CESAD-PDO
U.S. Army Corps of Engineers, South Atlantic Division
60 Forsyth Street, Room 10M15
Atlanta, Georgia 30303-8801
Phone: [phone]
RIGHT OF ENTRY: Your signature below grants the right of entry to Corps of Engineers personnel, and any government
consultants, to conduct investigations of the project site during the course of the appeal process. You will be provided a 15 day
notice of any site investigation, and will have the opportunity to participate in all site investi ations.
Date:
Telephone number:
Signature of appellant or agent.
For appeals on Initial Proffered Permits send this form to:
District Engineer, Wilmington Regulatory Division, Attn: James Lastinger , 69 Darlington Avenue, Wilmington, North
Carolina 28403
For Permit denials, Proffered Permits and Approved Jurisdictional Determinations send this form to:
Division Engineer, Commander, U.S. Army Engineer Division, South Atlantic, Attn: Mr. Phillip Shannin, Administrative
Appeal Officer, CESAD-PDO, 60 Forsyth Street, Room 10M15, Atlanta, Georgia 30303-8801
Phone: [phone]

PRELIMINARY JURISDICTIONAL DETERMINATION (PJD) FORM
BACKGROUND INFORMATION
A. REPORT COMPLETION DATE FOR PJD: 05/06/2020
B. NAME AND ADDRESS OF PERSON REQUESTING PJD: Soil and Environmental Consultants, PA,
Steven Ball, 8412 Falls of Neuse Rd., suite 104, Raleigh, NC 27615
C. DISTRICT OFFICE, FILE NAME, AND NUMBER: Wilmington District, Mitchell Mill Road site,
SAW-2019-01457
D. PROJECT LOCATION(S) AND BACKGROUND INFORMATION: The project site is approximately 91
acres located adjacent to Mitchell Mill Road, and bordered to the west by Rolesville Road, near the town of
Rolesville, Wake County, North Carolina.
(USE THE TABLE BELOW TO DOCUMENT MULTIPLE AQUATIC RESOURCES
AND/OR AQUATIC RESOURCES AT DIFFERENT SITES)
State: NC County: Wake City: Wake Forest
Center coordinates of site (lat/long in degree decimal format): Latitude: 35.8859 Longitude: -78.4437
Universal Transverse Mercator:
Name of nearest waterbody: Buffalo Creek
E. REVIEW PERFORMED FOR SITE EVALUATION (CHECK ALL THAT APPLY):
❑ Office (Desk) Determination. Date:
® Field Determination. Date(s): 7/30/2019
TABLE OF AQUATIC RESOURCES INREVIEW AREA WHICH "MAY BE" SUBJECT TO
REGULATORY JURISDICTION
Site
number
Latitude
(decimal
degrees)
Longitude
(decimal
degrees)
Estimated amount
of aquatic resource
in review area
(acreage and linear
feet, if applicable)
Type of aquatic
resource (i.e., wetland
vs. non -wetland
waters)
Geographic authority
to which the aquatic
resource "may be"
subject (i.e., Section
404 or Section 10/404)
B
35.886968
-78.442195
2000 ft.
Intermittent Stream
Section 404
C
35.888051
-78.437809
600 ft.
Perennial Stream
Section 404
W1
35.887148
-78.442994
2.98 ac.
Wetland
Section 404
W2
35.885174
-78.443034
1.12 ac.
Wetland
Section 404
W3
35.887605
-78.439167
1.66 ac.
Wetland
Section 404
Pond 1
35.885736
-78.443017
0.20 ac.
Pond
Section 404

1. The Corps of Engineers believes that there may be jurisdictional aquatic resources in the
review area, and the requestor of this PJD is hereby advised of his or her option to request
and obtain an approved JD (AJD) for that review area based on an informed decision after
having discussed the various types of JDs and their characteristics and circumstances when
they may be appropriate.
2. In any circumstance where a permit applicant obtains an individual permit, or a Nationwide
General Permit (NWP) or other general permit verification requiring "pre- construction
notification" (PCN), or requests verification for a non -reporting NWP or other general
permit, and the permit applicant has not requested an AJD for the activity, the permit
applicant is hereby made aware that: (1) the permit applicant has elected to seek a permit
authorization based on a PJD, which does not make an official determination of
jurisdictional aquatic resources; (2) the applicant has the option to request an AJD before
accepting the terms and conditions of the permit authorization, and that basing a permit
authorization on an AJD could possibly result in less compensatory mitigation being
required or different special conditions; (3) the applicant has the right to request an
individual permit rather than accepting the terms and conditions of the NWP or other
general permit authorization; (4) the applicant can accept a permit authorization and
thereby agree to comply with all the terms and conditions of that permit, including
whatever mitigation requirements the Corps has determined to be necessary; (5)
undertaking any activity in reliance upon the subject permit authorization without
requesting an AJD constitutes the applicant's acceptance of the use of the PJD; (6)
accepting a permit authorization (e.g., signing a proffered individual permit) or undertaking
any activity in reliance on any form of Corps permit authorization based on a PJD
constitutes agreement that all aquatic resources in the review area affected in any way by
that activity will be treated as jurisdictional, and waives any challenge to such jurisdiction
in any administrative or judicial compliance or enforcement action, or in any administrative
appeal or in any Federal court; and (7) whether the applicant elects to use either an AJD or
a PJD, the JD will be processed as soon as practicable. Further, an AJD, a proffered
individual permit (and all terms and conditions contained therein), or individual permit
denial can be administratively appealed pursuant to 33 C.F.R. Part 331. If, during an
administrative appeal, it becomes appropriate to make an official determination whether
geographic jurisdiction exists over aquatic resources in the review area, or to provide an
official delineation of jurisdictional aquatic resources in the review area, the Corps will
provide an AJD to accomplish that result, as soon as is practicable. This PJD finds that
there "may be" waters of the U.S. and/or that there "may be" navigable waters of the U.S.
on the subject review area, and identifies all aquatic features in the review area that could
be affected by the proposed activity, based on the following information:

SUPPORTING DATA. Data reviewed for PJD (check all that apply) Checked items are included in the administrative
record and are appropriately cited:
® Maps, plans, plots or plat submitted by or on behalf of the PJD requestor:
Map: attached dated July 30, 2019
® Data sheets prepared/submitted by or on behalf of the PJD requestor. Datasheets:
® Office concurs with data sheets/delineation report.
❑ Office does not concur with data sheets/delineation report. Rationale:
❑ Data sheets prepared by the Corps:
❑ Corps navigable waters' study:
▪ U.S. Geological Survey Hydrologic Atlas:
ZUSGS NHD data:
▪ USGS 8 and 12 digit HUC maps:
Z U.S. Geological Survey map(s). Cite scale & quad name: Kni2htdale and Rolesville Quad
® Natural Resources Conservation Service Soil Survey. Citation: Wake County, 1970, shees 31 and 32
® National wetlands inventory map(s). Cite name: USFWS NWI
❑ State/local wetland inventory map(s):
▪ FEMA/FIRM maps: NC FIRM maps
❑ 100-year Floodplain Elevation is: (National Geodetic Vertical Datum of 1929)
® Photographs: ® Aerial (Name & Date): undated
or ❑ Other (Name & Date):
❑ Previous determination(s). File no. and date of response letter:
❑ Other information (please specify):
IMPORTANT NOTE: The information recorded on this form has not necessarily been verified by the Corps
and should not be relied upon for later jurisdictional determinations.
(1--nza
Signature and date of Regulatory Signature and date of person requesting PJD
staff member completing PJD (REQUIRED, unless obtaining the signature is
05/06/2020 impracticable)1
1 Districts may establish timeframes for requester to return signed PJD forms. Ifthe requester does not respond within the established
time frame, the district may presume concurrence and no additional follow up is necessary prior to finalizing an action.

ROY COOPER
Governor
MICHAEL S. REGAN
Secretnty
LINDA CULPEPPER
Director
Hopper Communities
Attn: Theresa Blum
7928 Sutterton Court
Raleigh, NC 27615
NORTH CAROLINA
Environmental Quality
August 8, 2019
Subject: Buffer Determination Letter
NBRRO #19-235
Wake County
Determination Type:
Buffer
Intermittent/Perennial
Neuse (15A NCAC 2B .0233)
❑ Tar -Pamlico (15A NCAC 2B .0259)
❑ Jordan (15A NCAC 2B .0267) (govemmental
and/or interjurisdictional projects)
❑ Intermittent/Perennial Determination (where local
buffer ordinances apply)
Project Name:
Mitchell Mill Road
Address/Location: 6301 Mitchell Mill Road, Zebulon, NC
Stream(s):
Buffalo Creek
Determination Date: August 8, 2019
Staff: Stephanie Goss
Feature
E/1/Pt1)
Not 2
Subject`j
Subject
Start C
Stop @
Soil
Survey
USGS
Topo
A
X
X
B
X
Pond 1
Flows into C:
Buffalo Creek
X
X
C: Buffalo
Creek
X
Throughout
X
X
Pond 1
X
X
X
(1) E = Ephemeral, I = Intermittent, P = Perennial, NP = Not Present, N/A=Not Applicable
(2) Refers to State riparian buffer rules only. Stream, wetland, or pond impacts are still subject to applicable water
quality standards and permitting requirements.
.11) E
North Carolina Department of Environmental Quality I Division of Water Resources I Raleigh Regional Office
3800 Barrett Drive 11628 Mail Service Center I Raleigh, North Carolina 27699-1628
919.791.4200

Mitchell Mill Road
Wake County
August 8, 2019
Page 2 of 2
Explanation: The stream(s)/pond(s) listed above has been located on the most recent published NRCS Soil Survey
of Durham County, North Carolina and/or the most recent copy of the USGS Topographic map at a 1: 24,000 scale.
Each feature that is checked "Not Subject" has been determined to not be an intermittent stream, perennial stream, a
pond connected to a stream feature, or the feature is determined not to be present. Stream features that are checked
"Subject" have been located on the property and possess characteristics that qualify them to be subject to the buffer
rules. There may be other streams located on the property that are not depicted on the maps referenced above and
are therefore not subject to the buffer rules. However, if the stream features are present on the tract they are subject
to all other applicable North Carolina stream standards and permitting requirements as outlined in 15A NCAC 02B,
and may be considered jurisdictional according to the US Army Corps of Engineers.
This on -site determination shall expire five (5) years from the date of this letter. Landowners or affected
parties that dispute a determination made by the DWR may request a determination by the Director. An
appeal request must be made within sixty (60) days of date of this letter. A request for a determination by the
Director shall be referred to the Director in writing. If sending via US Postal Service: clo Karen Higgins;
DWR — 401 & Buffer Permitting Unit; 1617 Mail Service Center; Raleigh, NC 27699-1617. If sending via
delivery service (UPS, FedEx, etc.): Karen Higgins; DWR — 401 & Buffer Permitting Unit; 512 N. Salisbury
Street; Raleigh, NC 2 7604.
This determination is final and binding unless, as detailed above, an appeal is requested within sixty (60)
days.
This project may require a Section 404/401 Permit for the proposed activity. Any inquiries should be
directed to the US Army Corp of Engineers (Raleigh Regulatory Field Office) at (919)-554-4884.
If you have questions regarding this determination, please feel free to contact Stephanie Goss at [phone].
Sincerely,
ick Bolich, Assistant Supervisor
Water Quality Regional Operations Center
cc: RRO DWR File Copy
Steven Ball via e-mail at sballici:sandec.com
North Carolina Department of Environmental Quality l Division of Water Resources 1 Raleigh Regional Office
3800 Barrett Drive 1628 Mail Service Center 1 Raleigh. North Carolina 27699-1628
919.791.4200

19-235: Mitchell Mill Road
Legend:
- Approximate Site boundary:
- Wake Soil Survey Sheets 31 & 32
Map provided by NCDEQ
Division of Water Resources
:: Locations are approximate
and are provided for
reference only ::

Legend:
- Approximate Site boundary:
- 2016 Rolesville & Knightdale Quad
Map provided by NCDEQ
Division of Water Resources
:: Locations are approximate
and are provided for
reference only ::

WILDLANDS
HOLDINGS
Statement of Availability
March 3, 2022
Hopper Communities
Attn: Mr. Bill Harrell
2403 Medway Dr.
Raleigh, NC 27608
RE: Availability of Riparian Wetland Credits for the "Rolesville Crossing" project
Bank Name: Falling Creek Stream and Wetland Umbrella Mitigation Bank
Bank Site: Falling Creek Mitigation Site
Bank Sponsor: Wildlands Holdings III, LLC
USACE Action ID: 2015-00940
Riparian Wetland Credits Needed: 0.81 acres
Riparian Wetland Credits Available: 3.70 acres
Neuse 03020201 River Basin
Dear Mr. Harrell,
Wildlands Holdings III, LLC has the above -mentioned riparian wetland credits from the Falling Creek
Stream and Wetland Umbrella Mitigation Bank: Falling Creek Mitigation Site to satisfy the mitigation
requirements related to the above -mentioned project. The project is located within the service area
(HUC 03020201) of the Bank.
Credits may be reserved for a period of 6 months upon the receipt of a non-refundable deposit of 10%
of the purchase price. Should credits not be reserved, they will be sold on a first come, first serve basis.
Credit prices will be guaranteed for a period of 6 months from the date of this letter and are then
subject to change.
An invoice for this transaction will be sent upon your request and we will reserve the credits and price
for a period of 30 days from invoice. This letter is a Statement of Availability as of the date provided — it
is not a reservation of credits nor a guarantee of price. Credits will be sold on a first come, first serve
basis.
Final transfer of credits will occur upon completion of the Mitigation Responsibility Transfer Form within
the completed 404 permit.
We appreciate the opportunity to assist you with your mitigation requirements. Please contact me at
[phone] x124 or [e-mail] if you have any questions or need any additional
information.
Wildlands Holdings III, LLC • Wildlands Engineering, Inc • 1430 South Mint Street, Suite 104, Charlotte, NC 28203

WILDLANDS
HOLDINGS
Sincerely,
Ashley N. Yarsinske
Wildlands Engineering, Inc.
Marketing & Credit Sales
[e-mail]
0: [phone] ext. 124
M: [phone]
Cc: Ms. Colleen Cohn I NC Division of Water Resources
Ms. April Norton I US Army Corps of Engineers
Mr. Camden Brunick, Environmental Consultant I Soil & Environmental Consultants, PA
Wildlands Holdings III, LLC • Wildlands Engineering, Inc • 1430 South Mint Street, Suite 104, Charlotte, NC 28203

WILDLANDS
HOLDINGS
Statement of Availability
March 3, 2022
Hopper Communities
Attn: Mr. Bill Harrell
2403 Medway Dr.
Raleigh, NC 27608
RE: Availability of Riparian Buffer Credits for the "Rolesville Crossing" project
Bank Name: Falling Creek Mitigation Banking Instrument (MBI)
Bank Site: Falling Creek Nutrient Offset & Buffer Bank
Bank Sponsor: Wildlands Holdings III, LLC
DWR Project Number: 2015-0572v2
Permittee: Hopper Communities
Riparian Buffer Credits Needed: 19,275 sq. ft.
Riparian Buffer Credits Available: 27,159.80 sq. ft.
Neuse 03020201 River Basin (outside of the Falls Basin)
Dear Mr. Harrell,
Wildlands Holdings III, LLC currently has sufficient Riparian Buffer Credits from the Falling Creek
Nutrient Offset and Buffer Mitigation Bank to satisfy the riparian buffer mitigation requirements
related to the above -mentioned project. The project is located within the service area (HUC 03020201)
of the Bank.
This letter is simply a statement of availability of credits as of the date written. Although current
inventory is high, the letter is not a guarantee of availability as credits will be sold on a first come, first
serve basis. An invoice for this transaction will be sent upon your request and we will formally reserve
both the credits and price quoted for a period of 30 days from the invoice at no cost.
Final transfer of the credits will be made upon receipt of a copy of the 401 Water Quality Certification
Authorization Certificate from the NC Department of Environmental Quality approving the Riparian
Buffer mitigation purchase from the Bank and upon receipt of your payment to Wildlands Holdings III,
LLC. We will then issue a credit transfer certificate verifying your credit purchase to the North Carolina
Division of Water Resources and to you for your records
We appreciate the opportunity to assist you with your mitigation requirements. Please contact me at
[phone] x124 or [e-mail] if you have any questions or need any additional
information.
Wildlands Holdings III, LLC • Wildlands Engineering, Inc • 1430 South Mint Street, Suite 104, Charlotte, NC 28203

WILDLANDS
HOLDINGS
Sincerely,
Ashley N. Yarsinske
Wildlands Engineering, Inc.
Marketing & Credit Sales
[e-mail]
0: [phone] ext. 124
M: [phone]
Cc: Ms. Katie Merritt, Nutrient Offset & Buffer Banking Coordinator I NC Division of Water Resources
Ms. Colleen Cohn I NC Division of Water Resources
Ms. April Norton I US Army Corps of Engineers
Mr. Camden Brunick, Environmental Consultant I Soil & Environmental Consultants, PA
Wildlands Holdings III, LLC • Wildlands Engineering, Inc • 1430 South Mint Street, Suite 104, Charlotte, NC 28203

North Carolina Department of Natural and Cultural Resources
State Historic Preservation Office
Ramona M. Bartos, Administrator
Governor Roy Cooper Office of Archives and History
Secretary Susi H. Hamilton Deputy Secretary Kevin Cherry
March 6, 2020
Deborah E. Shirley
Soil & Environmental Consultants, PA
8412 Falls of Neuse Road, Suite 104
Raleigh, NC 27615
[e-mail]
Re: Develop Wheeler Tract Subdivision, 1801 Rolesville Road & 6301 Mitchell Mill Road, Wake Forest,
ER 20-0268
Dear Ms. Shirley:
Thank you for your email of January 31, 2020, concerning the above project.
We have conducted a review of the project and are aware of no historic resources which would be affected by
the project. Therefore, we have no comment on the project as proposed.
The above comments are made pursuant to Section 106 of the National Historic Preservation Act and the
Advisory Council on Historic Preservation's Regulations for Compliance with Section 106 codified at 36 CFR
Part 800.
Thank you for your cooperation and consideration. If you have questions concerning the above comment,
contact Renee Gledhill -Earley, environmental review coordinator, at 919-814-6579 or
[e-mail]. In all future communication concerning this project, please cite the above
referenced tracking number.
Sincerely,
Location: 109 East Jones Street, Raleigh NC 27601 Mailing Address: 4617 Mail Service Center, Raleigh NC 27699-4617 Telephone/Fax: [phone]-6599