20191122 Ver 1_PCN Form Submission_20190821

DWR
IDIOM n of Water Resources
1a. Who is the Primary Contact?*
Deborah Shirley
1b. Primary Contact Email:* 1c. Primary Contact Phone:*
[e-mail] [phone]
Date Submitted
8/21/2019
Nearest Body of Water
White Oak Creek
Basin
Cape Fear
Water Classification
WS -IV; NSW
Site Coordinates
Latitude: Longitude:
35.7741 -78.9224
FA. Processing Information
County (or Counties) where the project is located:
Wake
Is this project a public transportation project?*
r Yes r No
1a. Type(s) of approval sought from the Corps:
* Section 404 Permit (wetlands, streams and waters, Clean Water Act)
r Section 10 Permit (navigable waters, tidal waters, Rivers and Harbors Act)
1b. What type(s) of permit(s) do you wish to seek authorization?
rJ Nationwide Permit (NWP)
F- Regional General Permit (RGP)
F Standard (IP)
Pre -Construction Notification (PCN) Form
September 29, 2018 Ver 3
tial Review
Has this project met the requirements for acceptance
in to the review process?*
r Yes
r No
Is this project a public transportation project?*
G Yes r No
Change only if needed.
BIMS # Assigned *
Version#*
20191122
1
Is a payment required for this project?*
* No payment required
What amout is owed?*
* Fee received
r $240.00
r Fee needed - send electronic notification
r $570.00
Reviewing Office*
Select Project Reviewer*
Raleigh Regional Office - [phone]
Stephanie Goss:eads\szgoss
Information for Initial Review
1a. Name of project:
Dominion Estates
1a. Who is the Primary Contact?*
Deborah Shirley
1b. Primary Contact Email:* 1c. Primary Contact Phone:*
[e-mail] [phone]
Date Submitted
8/21/2019
Nearest Body of Water
White Oak Creek
Basin
Cape Fear
Water Classification
WS -IV; NSW
Site Coordinates
Latitude: Longitude:
35.7741 -78.9224
FA. Processing Information
County (or Counties) where the project is located:
Wake
Is this project a public transportation project?*
r Yes r No
1a. Type(s) of approval sought from the Corps:
* Section 404 Permit (wetlands, streams and waters, Clean Water Act)
r Section 10 Permit (navigable waters, tidal waters, Rivers and Harbors Act)
1b. What type(s) of permit(s) do you wish to seek authorization?
rJ Nationwide Permit (NWP)
F- Regional General Permit (RGP)
F Standard (IP)

1c. Has the NWP or GP number been verified by the Corps?
r Yes r No
Nationwide Permit (NWP) Number:
NWP Numbers (for multiple NWPS):
18 -SCM outfall
1d. Type(s) of approval sought from the DWR:
W 401 Water Quality Certification - Regular
F Non -404 Jurisdictional General Permit
F Individual Permit
29 - Residential Developments
r 401 Water Quality Certification - Express
r Riparian Buffer Authorization
1e. Is this notification solelyfor the record because written approval is not required?
For the record only for DWR 401 Certification:
For the record only for Corps Permit:
1f. Is this an after -the -fact permit application?*
r Yes r No
1g. Is payment into a mitigation bank or in -lieu fee program proposed for mitigation of impacts?
r Yes r No
1g. Is payment into a mitigation bank or in -lieu fee program proposed for mitigation of impacts?
r Yes r No
Acceptance Letter Attachment
Dominion Estates DMS Acceptance Letter.pdf
1h. Is the project located in any of NC's twenty coastal counties?
r Yes r No
1j. Is the project located in a designated trout watershed?
r Yes r No
FB. Applicant Information
1d. Who is applying for the permit?
R Owner r Applicant (other than owner)
1e. Is there an Agent/Consultant for this project?
r Yes r No
2. Owner Information
2a. Name(s) on recorded deed:
Pablo Reiter
2b. Deed book and page no.:
2c. Responsible party:
DR Horton-Terramor, LLC
2d. Address
Street Address
7208 Falls of Neuse Rd., Ste 201
Address line 2
CKY
Raleigh
Postal / Zip Cade
27615
2e. Telephone Number:
[phone]
2g. Email Address:*
[e-mail]
C. Project Information and Prior Project History
1. Project Information
State / Rwince / Fbgim
NC
Country
USA
2f. Fax Number:
78.21 KB
r Yes r No
r Yes r No

1b. Subdivision name:
(d appropriate)
1c. Nearest municipality/ town:
Town of Cary
2. Project Identification
2a. Property Identification Number:
0723267873,0723269900,0723370201,
0723374182, 0723377141, 0723375430, 2b. Property size:
0723372698, 0723370751, 0723277765, +/- 36.2 (including main parcels, offsite
0723287150 & 0723370979 Forcemain,greenway)
2c. Project Address
Street Address
4124 Green Level West Road
Address Lim 2
City
State / f+ovince / Fagion
Cary
NC
Postal / Zip Cade
Country
27518
USA
3. Surface Waters
3a. Name of the nearest body of water to proposed project:*
White Oak Creek
3b. Water Resources Classification of nearest receiving water:*
WS -IV; NSW
3c. What river basin(s) is your project located in?*
Cape Fear
3d. Please provide the 12 -digit HUC in which the project is located.
030300020608
4. Project Description and History
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 consist of wooded land, an open field and grassed yards with residential structures and driveways. An existing 24" CPP for a driveway is located adjacent to Green
Level West Road, in addition to a utility and pipeline easement along the road frontage. Two stream systems are located the properties. One intermittent stream on the western side of
the property that bisects the southwest corner, and one intermittent stream with adjacent wetlands that bisects the southeast corner from the northern portion of the property, and then
again cuts across the northeast corner of the property. The general land use in the vicinity of the project is residential.
4b. Have Corps permits or DWR certifications been obtained for this project (including all prior phases) in the past?*
r Yes r No r Unknown
4d. Attach an 8 1/2X11 excerpt from the most recent version of the USGS topographic map indicating the location of the project site. (for DWR)
USGS.pdf 312.5KB
4e. Attach an 8 1/2X11 excerpt from the most recent version of the published County NRCS Soil Survey map depicting the project site. (for DWR)
SS.pdf 432.59KB
4f. List the total estimated acreage of all existing wetlands on the property:
Approximately 1.10 acres
4g. List the total estimated linear feet of all existing streams on the property:
Approximately 2,134 linear feet
4h. Explain the purpose of the proposed project:*
The purpose of the proposed project is to construct a residential development and the infrastructure necessary to access the residential development.
4i. Describe the overall project in detail, including indirect impacts and the type of equipment to be used:*
The overall project consists of a single family residential development comprising of 50 residential lots and the construction of roadway infrastructure including a turn -lane off Green
Level West Road, utilities (onsite & offsite), pump station, greenvay trails, single-family lots and stormwater stormwater control measures. Specifically, there are stream impacts
associated with a turn lane construction off Green Level West Road, stream and wetland impacts associated with two (2) internal road crossings, stream and wetland impacts associated
with five (5) utility (i.e. sanitary sever/force main) crossings, and wetland impacts associated with a stormwater outfall/bypass. Equipment typically used for construction and earthwork
such as backhoes, bulldozers, excavators, graders, pavers etc. will be utilized for this project.
4j. Please upload project drawings for the proposed project.
2019-08-12- DOMINION ESTATES WETLAND IMPACT SHEETS.pdf 13.52MB
5. Jurisdictional Determinations
Sa. Have the wetlands or streams been delineated on the property or proposed impact areas?*
F Yes r No r Unknown

Comments:
Onsite delineations by S&EC, offsite delineations by others
5b. If the Corps made a jurisdictional determination, what type of determination was made?*
C Preliminary r Approved C Not Verified C Unknown C NA
Corps AID Number:
AID No. not issued to date, PJD package sent to Tasha Alexander on November 28, 2017
5c. If 5a is yes, who delineated the jurisdictional areas?
Name (if known): Steven Ball
Agency/Consultant Company: Soil & Environmental Consultants, PA
Other: Offsite utility impacts on property to the north delineated by
others
5d. List the dates of the Corp jurisdiction determination or State determination if a determination was made bythe Corps or DWR
t1SACE- Tasha Alexander with the Corps verified jurisdictional areas on January 9, 2018; NCDWR-Rick Trone with the NCDWR field verified the Intermittent/Perennial Streams on
December 18, 2017 (RRO #17-405)
5d1. Jurisdictional determination upload
DWR I_P Stream Determination Letter.pdf 9.91 MB
6. Future Project Plans
6a. Is this a phased project?*
r Yes C 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 other NWPs, Regional General Permits, Individual Permits that have been used or intended to be used to authorize any part of this proposed
project.
[D- Proposed Impacts Inventory
1. Impacts Summary
1a. Where are the impacts associated with your project? (check all that apply):
V Wetlands ® Streams -tributaries ❑ Buffers
r Open Waters ❑ Pond Construction
2. Wetland Impacts
2g. Total Temporary Wetland Impact 2g. Total Permanent Wetland Impact
0.023 0.180
2g. Total Wetland Impact
2a1 Reason (?)
2b. Impact type * (?)
2c. Type of W. *
2d. W. name * 2e. Forested*
2f. Type of2g.
Jurisdicition*(?)
Impact
area*
Im act 4A
P
Road Crossin Culvert
g
P
Bottomland Hardwood Forest
W12 & W13
Yes
Both
0.115
& Fill
(acres)
Impact 4A
Road Crossing-
T
Bottomland Hardwood Forest
W12 & W13
Yes
Both
0.008
Construction Access
(acres)
Impact 46
Stormwater Bypass Fill
P
Bottomland Hardwood Forest
W12
Yes
Both
0.002
(acres)
Impact 7A
RoadCrossing-Culvert
P
Bottomland Hardwood Forest
W7, W8, W9 &W11
Yes
Both
0.012
& Fill
Impact 7A
Road Crossing-
T
Bottomland Hardwood Forest
W7, W8, W9 &W11
Yes
Both
0.008
Construction Access
(acres)
Impact 7B
Road Crossing- Fill
P
Bottomland Hardwood Forest
W11
Yes
Both
0.014
(acres)
Road Crossin 9-
T
Bottomland Hardwood Forest
W11
Yes
Both
0.007
ff!7
Construction Access
(acres)
Impact 8
Sanitary Sewer
P
Bottomland Hardwood Forest
Yes
Both
0.024
Easement -Permanent-
�W7
(acres)
No Permanent Loss
Sanitary Sewer
P
Bottomland Hardwood Forest
WA & WB
Yes
Both
0.013
1!711
Easement -Permanent-
�]
(acres)
No Permanent Loss
2g. Total Temporary Wetland Impact 2g. Total Permanent Wetland Impact
0.023 0.180
2g. Total Wetland Impact

0.203
2h. Comments:
3. Stream Impacts
31. Total jurisdictional ditch impact in square feet:
31. Total permanent stream impacts:
233
31. Total stream and ditch impacts:
388
3j. Comments:
E. Impact Justification and Mitigation
1. Avoidance and Minimization
31. Total temporary stream impacts:
155
1a. Specifically describe measures taken to avoid or minimize the proposed impacts in designing the project:
3a. Reason for impact (?)
3b.lmpact type *
3c. Type of impact*
3d. S. name *
3e. Stream Type *
3f. Type of
3g. S. width *
3h. Impact
❑
(?)
Jurisdiction*
length*
S1
Impact 1 -Culvert Extension
Permanent
Culvert :Iff"white
Oak Creek
Intermittent
BothPAverage
(feet)
(linearfeet)
82
Impact 213 -Sanitary Sewer
Temporary
Other
A-Ui to White Oak Creek
Intermittent
Both
5
41
Average (feet)
(linearfeet)
S3
Impact 4A -Road Crossin
P g
Permanent
Culvert
B -LT to White Oak Creek
Intermittent
Both
2
113
Average (feet)
(linear feet)
S4
Impact 4A -Road Crossing
P 9
Tem ora
P rY
Other
B-Ui to White Oak Creek
Intermittent
Both
2
10
(Construction Access)
Average (feet)
(linearfeet)
S5
Impact 5-Sanitaryewer
S
Tem orar
p y
Other
B -UF to White Oak Creek
Intermittent
Both
2
33
Average (feet)
(linear feet)
S6
Impact 7A -Road Crossin g
Permanent
Culvert
B -UF to White Oak Creek
Intermittent
Both
3
74
Average (feet)
(linear feet)
S7
Impact 4A -Road Crossing
Temporary
Other
B -UF to White Oak Creek
Intermittent
Both
3
9
(Construction Access)
Average (fee[)
(linearfeet)
S8
Impact 0 -Sanitary Sewer
Temporary
Other
B-Ui to White Oak Creek
Intermittent
Both
3Average(feet)
3(linearfeet)
(Offsite)
S9
11 -SanitarySewer
Temporary
Other
Ui to White Oak Creek
Intermittent
Both
3Average
3Qinear
Offse)1-Sanitary
(Offsite)
(feet)
feet)
31. Total jurisdictional ditch impact in square feet:
31. Total permanent stream impacts:
233
31. Total stream and ditch impacts:
388
3j. Comments:
E. Impact Justification and Mitigation
1. Avoidance and Minimization
31. Total temporary stream impacts:
155
1a. Specifically describe measures taken to avoid or minimize the proposed impacts in designing the project:

S&EC completed a wetland delineation and Jordan Lake Watershed Buffer evaluation for the entire property in order to identify natural resources so
that impacts could be avoided & minimized to the maximum extent practicable. Proposed impacts include one (1) culvert extension, two (2) road
crossings, five (5) utility crossings, and one (1) impact associated With a stormwater bypass. Jordan Lake Watershed buffer impacts will be submitted
to the Town of Cary for a No Practical Alternatives review. Impact 1 is a proposed culvert extension necessary to provide a turn lane for the proposed
development. Proposed impacts include permanent intermittent stream impacts for the culvert extension and headwalls. The turn lane is a requirement
by the NCDOT for traffic safety to provide a left turn lane into the project. Town of Cary (Town) was initially requiring a full road widening along the
frontage of the proposed development, however Tasha Alexander determined that there was no "purpose & need" for the full road widening at this
time. Impact 2B is a proposed utility crossing necessary to bring sanitary sewer and a force main from the pump station to the property. Proposed
impacts include temporary intermittent stream impacts for an open -cut construction. Stream impacts have been minimized by crossing the stream at a
near perpendicular angle. Temporary stream impacts Will be brought back to pre -construction elevations and the stream banks Will be stabilized.
Impact 4A is a proposed road crossing necessary to access the property. Proposed impacts include permanent intermittent stream and wetland
impacts for proposed culverts, headwalls and retaining walls, and temporary stream and wetland impacts for construction activities. This development
entrance and stream crossing location was determined by a requirement by the Town to line up with the subdivision entrance on the south side of
Green Level West Road. The extent of the impact is required due to the placement of the retaining walls for the culverts. According to the Town's
specifications, the walls and associated grid and structure may not be placed in the zone of influence for the structural support of the road. Stream
and wetland impacts have been minimized by utiliang headwalls and retaining walls. Stream and wetland compensatory mitigation is being proposed
for the permanent loss impacts. Impact 4B is a proposed stormwater outfall and riprap dissipater. Proposed impacts include permanent wetland
impacts. This impact is necessary to drain the stormwater and to dissipate the velocities from the stormwater control measure. Impact 5 is a proposed
utility crossing necessary to bring sanitary sewer to the east side of the property. Proposed impacts include temporary intermittent stream impacts for
an open -cut construction. Stream impacts have been minimized by crossing the stream at a near perpendicular angle. Temporary stream impacts will
be brought back to pre -construction elevations and the stream banks Will be stabilized. Impact 7A is a proposed road crossing necessary to access
the southeast area of property. Proposed impacts include permanent intermittent stream and wetland impacts for proposed culverts, headwalls and
retaining walls, and temporary stream and wetland impacts for construction activities. This stream crossing is necessary to access the proposed lots
and land Within the southeast corner of the property. Due to NCDOT and the Town's restriction of road connections near intersections, there are no
access points for these lots off Green Level West Road or White Oak Church Road. The extent of the impact is required due to the placement of the
retaining walls for the culverts. According to the Town's specifications, the walls and associated grid and structure may not be placed in the zone of
influence for the structural support of the road. Stream and wetland impacts have been minimized by utilizing headwalls and retaining walls, and by
crossing in between the wetland areas. Stream and wetland compensatory mitigation is being proposed for the permanent loss impacts. Impact 7B is a
proposed wetland impact for road fill. Proposed impacts include permanent and temporary wetland impacts. This impact is necessary because of the
road alignment necessary to access the southeast area of the property. By crossing at the adjacent 7A location, overall wetland impacts were
minimized. A retaining wall has been proposed to minimized wetland impacts in this location. Wetland compensatory mitigation is being proposed for
the permanent loss impacts. Impact 8 is a proposed utility crossing necessary to bring a sanitary sewer stub to the northern property boundary.
Proposed impacts include permanent -no permanent loss wetland impacts for the permanent maintenance corridor. Wetland compensatory mitigation
is proposed for the change of wetland function. Impact 10 is a proposed offsite utility crossing necessary to connect a force main to an existing
manhole off White Oak Church Road (see sheet CWI-0.2). Proposed impacts include temporary intermittent stream impacts for an open -cut
construction. Stream impacts have been minimized by crossing the stream at a near perpendicular angle. Temporary stream impacts Will be brought
back to pre -construction elevations and the stream banks will be stabilized. Impact 11 is a proposed offsite utility crossing necessary to connect a
force main to an existing manhole off White Oak Church Road (see sheet CWI-0.2). Proposed impacts include temporary intermittent stream impacts
for an open -cut construction and permanent -no permanent loss wetland impacts for the permanent maintenance corridor. Stream and wetland impacts
have been minimized by crossing the stream at a near perpendicular angle. Temporary stream impacts will be brought back to pre -construction
elevations and the stream banks will be stabilized. Wetland compensatory mitigation is proposed for the change of wetland function. At impacts 213, 5
and 8, Bore and Jack or Directional Drill was not proposed because the Town requires a permanent maintenance easement. At offsite impacts 10 &
11, Bore and Jack or Directional Drill was not proposed because it is the applicants understanding that these crossing locations Will be Within a future
Right-of-way for a future subdivision to the north that is being designed and developed by others.
1 b. Specifically describe measures taken to avoid or minimize the proposed impacts through construction techniques:
Per the project engineer -Temporary lined diversions will be utilized for pipe installation and other erosion control devices such as temporary rip rap
dams to eliminate silt erosion. See details on sheet CWI-2.1
2. Compensatory Mitigation for Impacts to Waters of the U.S. or Waters of the State
2a. Does the project require Compensatory Mitigation for impacts to Waters of the U.S. or Waters of the State?
r Yes r No
2c. If yes, mitigation is required by (check all that apply):
r DWR V Corps
2d. If yes, which mitigation option(s) will be used for this project?
W Mitigation bank W Payment to in -lieu fee r Permittee Responsible
program Mitigation
3. Complete if Using a Mitigation Bank
3a. Name of Mitigation Bank:
EBX sponsored RES Cape Fear 02 Umbrella Mitigation Bank-Dairyland Site
3b. Credits Purchased/Requested (attach receipt and letter)
Type: Quantity:
Stream 187
Attach Receipt and/or letter
RES CF02 - SOA Dairyland - Dominion Estates.pdf
3c. Comments
144.56KB
S&EC conducted NCSAM at the three permanent stream impact areas 1, 4A and 7A. A summary and request for reduced mitigation ratios were sent to
James Lastinger with the USAGE. James agreed to no stream mitigation at Impact 1 (46 LF) and a 1:1 mitigation ratio at Impacts 4A and 7A (113 LF
and 74 LF).
4. Complete if Making a Payment to In -lieu Fee Program

4a. Approval letter from in -lieu fee program is attached
r Yes r No
4b. Stream mitigation requested: 4c. If using stream mitigation, what is the stream temperature:
(linear feet)
4e. Riparian wetland mitigation requested:
4d. Buffer mitigation requested (DWR only): (acres)
(square feet) 0.321
4f. Non -riparian wetland mitigation requested: 4g. Coastal (tidal) wetland mitigation requested:
(acres) (acres)
4h. Comments
Permanent loss wetland impacts (i.e. road impacts) proposing 2:1 mitigation ratio (0.142 x2 = 0.284), a permanent -no permanent loss wetland impacts
(i.e. utility -permanent maintenance corridor) proposing 1:1 mitigation ratio (0.037).
F. Stormwater Management and Diffuse Flow Plan (required by DWR) u
1. Diffuse Flow Plan
1a. Does the project include or is it adjacent to protected riparian buffers identified within one of the NC Riparian Buffer Protection Rules?
r Yes r No
What type of SCM are you providing?
r Level Spreader
r Vegetated Conveyance (lower SHWT)
r Wetland Swale (higher SHWT)
* Other SCM that removes minimum 30% nitrogen
r Proposed project will not create concentrated stormwater flow through the buffer
Diffuse Flow Documentation
Drainage Map to ponds.pdf 1.56MB
2. Stormwater Management Plan
2a. Is this a NCDOT project subject to compliance with NCDOT's Individual NPDES permit NCS000250?*
r Yes r No
2b. Does this project meet the requirements for low density projects as defined in 15A NCAC 02H .1003(2)?
r Yes r No
2c. Does this project have a stormwater management plan (SMP) reviewed and approved under a state stormwater program or state -approved local government stormwater
program?
r Yes r No
2d. Which of the following stormwater management program(s) apply:
P Local Government r State
Local Government Stormwater Programs
R Phase II W NSW r USMP W Water Supply
Please identify which local government stormwater program you are using.
Town of Cary
Comments:
Two wetponds are proposed to meet local and state stormwater requirements.
G. Supplementary Information
1. Environmental Documentation
1a. Does the project involve an expenditure of public (federal/state/local) funds or the use of public (federal/state) land?*
r Yes r No
2. Violations (DWR Requirement)
2a. 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)?*
r Yes r No
3. Cumulative Impacts (DWR Requirement)
3a. Will this project result in additional development, which could impact nearby downstream water quality?*
r Yes r No

3b. If you answered "no," provide a short narrative description.
We have reviewed the "Draft Internal Policy, Cumulative impacts and the 401 Water Quality Certification and Isolated Wetlands Programs' document
prepared by the NC Division of Water Quality on April 10, 2004, version 2.1. The draft states that many private developments are unlikely to cause
cumulative impacts, including projects such as urban in -fill, most residential subdivisions and small commercial developments as well as agricultural
and silvicultural operations. The Dominion Estates project is a residential development. The property is located within the Town of Cary, therefore the
adjacent properties that have potential for development will have the following regulations to protect downstream waters: 1) the Water Supply,
Watershed Protection Program which limits development densities as well as requires protective riparian buffers; 2) the Jordan Watershed Riparian
Buffer Protection regulations, these regulations require limited development within the riparian buffer area in addition to "diffuse flow' requirements
and could require Best Management Practices that control nitrogen if diffuse flow cannot be achieved; and finally 3) the Phase II NPDES Stormwater
Permit Program, this program includes permitting requirements for Municipal Separate Storm Sewer Systems (MS4s) in addition to post -construction
stormwater management requirements. We anticipate that the DWR will advise us if any additional information is needed.
4. Sewage Disposal (DWR Requirement)
4a. Is sewage disposal required by DWR for this project?*
r Yes r Nor N/A
4b. Describe, in detail, the treatment methods and dispositions (non -discharge or discharge) of wastewater generated from the proposed project. If the wastewater will be treated
at a treatment plant, list the capacity available at that plant.
non -discharge; 12.8 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?
r Yes r No
5b. Have you checked with the USFWS concerning Endangered Species Act impacts?*
r Yes r No
5d. Is another Federal agency involved?*
r Yes r No r Unknown
5e. Is this a DOT project located within Division's 1-8?
r Yes r No
5f. Will you cut anytrees in order to conduct the work in waters of the U.S.?
r Yes r No
5g. Does this project involve bridge maintenance or removal?
r Yes r No
5h. Does this project involve the construction/installation of a wind turbine(s)?*
r Yes r No
5i. Does this project involve (1) blasting, and/or (2) other percussive activities that will be conducted by machines, such as jackhammers, mechanized pile drivers, etc.?
r Yes r No
5j. What data sources did you use to determine whether your site would impact Endangered Species or Designated Critical Habitat?
The NC -Natural Heritage Programs Data E)plorer 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: North Carolina Natural Heritage Program. 2019. Geographic
Information System (GIS) data. NCDNCR, Raleigh, NC. Available at hftp://wm.ncnhp.org/. (Accessed: August 21, 2019).
Consultation Documentation Upload
6. Essential Fish Habitat (Corps Requirement)
6a. Will this project occur in or near an area designated as an Essential Fish Habitat?*
r Yes r No
6b. What data sources did you use to determine whether your site would impact an Essential Fish Habitat?*
The NOAA Habitat Conservation/Habitat Protection: National Marine Fish Service; Essential Fish Habitat Mapper website was referenced. No Essential
Fish Habitat was identified near the project. (Accessed: August 20, 2019)
7. Historic or Prehistoric Cultural Resources (Corps Requirement)
7a. Will this project occur in or near an area that the state, federal or tribal governments have designated as having historic or cultural preservation status?*
r Yes r No
7b. What data sources did you use to determine whether your site would impact historic or archeological resources?*
The NC State Historic Preservation Office HPOWEB GIS Service interactive map was referenced on August 20, 2019; no historic listings or study list
entries or determined eligible listings were identified within the property boundaries
7c. Historic or Prehistoric Information Upload
8. Flood Zone Designation (Corps Requirement)

8a. Will this project occur in a FEMA -designated 100 -year floodplain?*
C Yes C No
8c. What source(s) did you use to make the floodplain determination?*
The NC Flood Risk Information System and confirmed with project engineer.
Miscellaneous
Comments
Miscellaneous attachments not previously requested.
Signature
m By checking the box and signing below, I certify that:
• I have given true, accurate, and complete information on this form;
• I agree that submission of this PCN form is a 'transaction" subject to Chapter 66, Article 40 of the NC General Statutes (the "Uniform Electronic Transactions Act");
• I agree to conduct this transaction by electronic means pursuant to Chapter 66, Article 40 of the NC General Statutes (the "Uniform Electronic Transactions Act');
• I understand that an electronic signature has the same legal effect and can be enforced in the same way as a written signature; AND
• I intend to electronically sign and submit the PCN form.
Full Name:
Deborah E. Shirley
Signature
dr/ I &41 S. C 5m, F"0*
Date
8/21/2019

Soil a Environmental Consultants, PA
8412
so Neuse Road, Suite 1(J 1, Raleigh, NC 27615 •Phone: (919) 84G-5900 • Fas: (919) 84(i -94G7
swidec.com
PROPERTY OWNER CERTH+'ICATION /AGENT AUTHORIZATION
Project Name/Desc1•iption: Dominion Estates (aka Green Level West) S&EC Project # 13157
Date:
The Department of the Army
U.S. Army Corps of Engineers, Wilmington District
69 Darlington Avenue
Wilmington, NC 28403
Attn: Tasha Alexander Field Office: Raleigh Regulatory Field Office
I, the undersigned, a duly authorized owner of record of the property/properties identified herein, do
authorize representatives of the Wilmington District, U.S. Army Corps of Engineers (Corps) and Soil &
Environmental Consultants, PA (S&EC) staff, as my agent, to enter upon the property herein described
for the purpose of conducting on-site investigations and issuing a determination associated with Waters of
the U.S. subject to Federal jurisdiction under Section 404 of the Clean Water Act and/or Section 10 of the
Rivers and Harbors Act of 1899. This document also authorizes S&EC, as my agent, to act on my behalf
and take all actions necessary for the processing, issuance and acceptance of a permit or certification and
any and all associated standard and special conditions. This notification supersedes any previous
correspondence concerning the agent for this project.
NOTICE: This authorization, for liability and professional courtesy reasons, is valid only for government
officials to enter the property when accompanied by S&EC staff. You should call S&EC to arrange a site
meeting prior to visiting the site.
PARCEL INFORMATION:
Parcel Index Numbers) (PIN): 723267873, 0723269900, 0723370201, 0723374182, 0723377141,
0723375430,0723372698,0723370751,0723277765,0723370979,0723287150
Site Address:
City, County, State: Cary, NC 27518
Name: 7�K
Mailing Address: `x-208 rA��$ pf A1�US� R� S'r� 2(31
Telephone Number:
Email: c�
Property Owner
Property Owner Signature
We hereby certify the above information sribm/tted in this app/ication is true and accurate to
the best of our know/edge,

ROY COOPER
Governor
MICHAEL S. REGAN
secretary
TIM BAUMGARTNER
Director
Cameron Jones
DR Horton-Terramor, LLC
7208 Falls of Neuse Road, Suite 201
Raleigh, NC 27615
NORTH CAROLINA
Environmental Quality
August 20, 2019
Expiration of Acceptance: 2/20/2020
Project: Dominion Estates County: Wake
The purpose of this letter is to notify you that the NCDEQ Division of Mitigation Services (DMS) is willing to
accept payment for compensatory mitigation for impacts associated with the above referenced project as
indicated in the table below. Please note that this decision does not assure that participation in the DMS in -
lieu fee mitigation program will be approved by the permit issuing agencies as mitigation for project impacts.
It is the responsibility of the applicant to contact permitting agencies to determine if payment to the DMS will
be approved. You must also comply with all other state, federal or local government permits, regulations or
authorizations associated with the proposed activity including G.S. § 143-214.11.
This acceptance is valid for six months from the date of this letter and is not transferable. If we have not
received a copy of the issued 404 Permit/401 Certification within this time frame, this acceptance will
expire. It is the applicant's responsibility to send copies of the permits to DMS. Once DMS receives a copy
of the permit(s) an invoice will be issued based on the required mitigation in that permit and payment must
be made prior to conducting the authorized work. The amount of the in -lieu fee to be paid by an applicant is
calculated based upon the Fee Schedule and policies listed on the DMS website.
Based on the information supplied by you in your request to use the DMS, the impacts for which you are
requesting compensatory mitigation credit are summarized in the following table. The amount of mitigation
required and assigned to DMS for this impact is determined by permitting agencies and may exceed the
impact amounts shown below.
River Basin
Impact Location
8 -di it HUC
Impact Type
Impact Quantity
Cape Fear
03030002
Riparian Wetland
0.321
Upon receipt of payment, DMS will take responsibility for providing the compensatory mitigation. The
mitigation will be performed in accordance with the In -Lieu Fee Program instrument dated July 28, 2010 and
15A NCAC 0213 .0295 as applicable. Thank you for your interest in the DMS in -lieu fee mitigation program.
If you have any questions or need additional information, please contact Kelly Williams at [phone].
cc: Debbie E. Shirley, agent
QE QMffil.
Sincerely,
Jam s. Stanfill
Asset anagement Supervisor
North CaroBna Department of EnAronniental Quality I Division of Mitigation Services
217 W, Jones Street ( 1652 Mail Service Center I Raleigh, North Carolina 27699-1652
919.707.8976

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Project Manager: FigureUSES�p I i i I i i i I
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Date: Source:
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Project Manager: Soil Survey Map I_ L i b I i i i I
SB Green Level Assemblage Feet
Seale: 1" = 500' Sour Wake County, NC
� Soil a� Environmental Consultants, Y
Date:
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232.39'557.24'328.72'EDWIN B TILLMAN &SALLY TILLMAN DUFFY1804 WHITE OAK CHURCH RDDB. 14541, PG. 1920PIN: 0723-37-8408RES.STEVEN JOHNSON &TERESA C. JOHNSON1736 WHITE OAK CHURCH RDDB. 0, PG. 0PIN: 0723-37-6656RES.1724 WHITE OAK CHURCH RDDB. 6977, PG. 213BM. 1982, PG. 486PIN: 0723-37-6873VACANTWAKE COUNTYDB. 12884, PG. 2072BM. 2007, PG. 2514PIN: 0723-27-5647NORTH CAROLINA DEPARTMENT OFTRANSPORTATION4142 GREEN LEVEL WEST RDDB. 7849, PG. 318PIN: 0723-26-6694N/AMARCIA A. COLEMAN4121 MAPLE SPRINGS DRDB. 6000, PG. 373BM. 1985, PG. 1212PIN: 0723-37-2698VACANTGREEN LEVEL
WEST
ROADSR 1605VARIABLE
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PUBL
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WHITE OAK CHURCH ROAD
SR 1606
VARIABLE WIDTH
PUBLIC R/WT
1323.35DB 1932 PG 14WXXXXXX1 STORY FRAMESHED1 STORY MOBILEHOME1 STORY METALSHEDWELL HOUSEOHP
15" RCPINV OUT=285.65'15" RCPINV IN=286.91'48" CMPINV OUT=278.40'48" CMPINV IN=279.21'24" CPPINV OUT=280.04'24" CPPINV IN=280.72'4' WIREFENCE6.5' WIREFENCE1 STORYMOBILEHOMEPROPANETANK1 STORY MOBILEHOME1 STORYFRAMESHED1 STORY FRAMESHED1 STORYMETALSHED1 STORY FRAMESHEDCONCCLOTHES LINE1 STORYFRAMESHED2 STORY BRICKDWELLING1 STORY METALSHEDWELL HOUSE1 STORY FRAMESHED1 STORY METALSHED1 STORY MOBILEHOMEWELL HOUSE1 STORY FRAMESHED12" RCPINV OUT=311.68'12" RCPINV IN=312.72'15" RCP FESINV OUT=321.88'15" RCP FESINV IN=322.03'XXXX1 STORYFRAMESHED1 STORYMETALSHED1 STORY MOBILEHOMEWELL HOUSE12" RCPINV IN=327.97'12" RCPINV OUT=327.21'1 STORY FRAMESHEDCONCRETEPADPOOL18" RCP FESINV IN=319.84'18" RCP FESINV OUT=318.91'OHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHP392.36'BERTHA C HEIRS0 GREEN LEVEL WEST RDDB. 1024, PG. 00-EPIN: 0723-26-787399,745 SF OR 2.290 AC.RES.EDWARD HATLEY4136 GREEN LEVEL WEST RDDB. 1924, PG. 112PIN: 0723-26-990040,736 SF OR 0.935 AC.RES.BARRY R KNAPP4124 GREEN LEVEL WEST RDDB. 15747, PG. 117BM. 1976, PG. 422PIN: 0723-37-0201479,461 SF OR 11.007 AC.RES.THOMAS GERALD CLOER SR &JOYCE LOWERY CLOER4112 GREEN LEVEL WEST RDDB. 9017, PG. 1198PIN: 0723-37-418286,552 SF OR 1.987 AC.RES.NARENDRA REDDY MEKA0 WHITE OAK CHURCH RDDB. 16068, PG. 921PIN: 0723-37-714156,869 SF OR 1.306 AC.VACANTBARRY R KNAPP0 WHITE OAK CHURCH RDDB. 15747, PG. 120BM. 1976, PG. 422PIN: 0723-37-5430188,295 SF OR 4.323 AC.VACANTJOEL DAUGHTRIDGE &ROXAN DAUGHTRIDGE4129 MAPLE SPRINGS DR.DB. 3988, PG. 380BM. 1985, PG. 1212PIN: 0723-37-075159,003 SF OR 1.355 AC.RES.WILTON A WILLIAMS JR4133 MAPLE SPRINGS DRDB. 15016, PG. 2623BM. 1982, PG. 865PIN: 0723-27-7765111,505 SF OR 2.560 AC.RES.CONTROL POINTREBAR SETN: 736757.04'E: 2022606.22'NAD83(2011)COMBINED SCALE FACTOR: 0.999903911PHILIP THOMAS LOPEZ1817 WHITE OAK CHURCH RDDB. 5714, PG. 831PIN: 0723-47-1229RES.TWWT51307326.07UGTUGTU
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OHPOHPOHPOHPOHPOHPTEMPORARYCONSTRUCTION EASEMENTDB. 15923, PG 2618UTILITY AND PIPELINEEASEMENTDB. 15923, PG 2613TEMPORARYCONSTRUCTION EASEMENTDB. 15779, PG 1094UTILITY AND PIPELINEEASEMENTDB. 15779, PG 1089UTILITY AND PIPELINEEASEMENTDB. 15779, PG 1099TEMPORARYCONSTRUCTION EASEMENTDB. 15779, PG 1105UTILITY AND PIPELINEEASEMENTDB. 15767, PG 57060' ACCESS EASEMENTBM. 1982, PG.486BM. 1982, PG. 865BM. 1985, PG. 1212DB. 3348, PG 332DB. 3121, PG. 581DB. 3072, PG. 830UTILITY AND PIPELINEEASEMENTDB. 15702, PG 2477OHPOHPOHPOHPBUILDINGLINEIRSIPFIPF
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206.75'S89°06'51"E276.21'S89°32'28"E254.56'S1°57'41"W
228.68'N71°50'50"W263.95'N1°34'47"E
148.40'
S2°24'24"W
180.14'N46°38'42"W66.42'(TIE)N18°20'15"E57.85'(TIE)N46°38'42"W267.81'N2°07'44"W 1461.68' (TOTAL)S67°29'24"W127.65'30'RIGHT-OF-WAYLINECENTERLINEOF ROAD30'OHPOHPOHPOHPOHPOHPOHPOHPOHP
S89°27'49"E215.39'N89°36'50"W350.29'S1°00'09"E302.75'N83°21'53"E70.21'S5°31'59"E111.29'GARDEN1 STORYFRAMESHEDPAVEDDRIVE330315320325 330325
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31031532033" WHITE OAK34" POPLAR33" WHITE OAK23'23'23'59'61'60'29'29'59'11'11'11'11'12'12'33'35'36'38'82'91'100 YR FLOODPLAINPER FLOOD STUDY100 YR FLOODPLAINPER FLOOD STUDY100 YR FLOODPLAIN PERFLOOD STUDY20' ZONE 2 BUFFER LINE30' ZONE 1 BUFFER LINESTREAM A30' ZONE 1 BUFFER LINE20' ZONE 2 BUFFER LINE100'BUFFERLINE20' ZONE 2 BUFFER LINE30' ZONE 1 BUFFER LINESTREAM BWETLAND W15WETLAND W14STREAM BWETLAND W1220' ZONE 2 BUFFER LINE30' ZONE 1 BUFFER LINESTREAM B20' ZONE 2 BUFFER LINE30' ZONE 1 BUFFER LINE100'BUFFERLINEWETLAND W8WETLAND W7WETLAND W11WETLAND W9STREAM CWETLAND W10WETLAND W13STREAM ANJDLIMITS OFDISTURBANCELIMITS OFDISTURBANCELIMITS OFDISTURBANCELIMITS OFDISTURBANCEJOB NO.SHEET NO.SCALEDESIGNED BYCHECKED BYDATE
DRAWN BYDATEREVISION DESCRIPTION
YOUR VISION ACHIEVED THROUGH OURS.
These plans and associated documents are the exclusive property of TIMMONS GROUP and may not be reproduced in whole or in part and shall not be used for any purpose whatsoever, inclusive, but not
limited to construction, bidding, and/or construction staking without the express written consent of TIMMONS GROUP.
5410 Trinity Road, Suite 102 | Raleigh, NC 27607
TEL [phone] FAX [phone] www.timmons.com
THIS DRAWING PREPARED AT THE
RALEIGH OFFICE
NORTH CAROLINA LICENSE NO. C-1652
S:\331\39575-Green Level West Assemblage\DWG\Sheet\Exhibit\Wetland Impact\39575-C1.0-SURV FOR WETLAND IMPACT.dwg | Plotted by Savannah Langkamp
FOR REVIEWONLY06/26/2019DOMINION ESTATES SUBDIVISION
CARY - WAKE COUNTY - NORTH CAROLINA39575REFERENCESDB. 12884, PG. 2072DB. 7849, PG. 318DB. 14541, PG. 1920DB. 6000, PG. 1212DB. 6977, PG. 213DB. 2371, PG. 120DB. 5124, PG. 735DB. 9774, PG. 1971DB. 9949, PG. 259DB. 15016, PG. 2623DB. 3988, PG. 380DB. 15747, PG. 120DB. 16068, PG. 921DB. 9017, PG. 1198DB. 15747, PG. 117DB. 1924, PG. 112DB.1024, PG. 00-EBM. 1976, PG. 422BM. 1982, PG. 865BM. 1985, PG. 1057BM. 2008, PG. 1705BM. 1982, PG. 486BM. 1985, PG. 1212BM. 2007, PG. 2514SCALE 1" = 60'120'060'NC GRIDNAD83 (2011)SPRINKLER VALVEHVAC - HEATING, VENTILATION ANDAIR CONDITIONINGLEGENDGAS VALVEFENCEEDGE OF TREELINEPAINTED WATER LINEPAINTED TELEPHONE LINEGUYCABLE TV PEDESTALCMF - CONCRETE MONUMENTIRS - IRON ROD SETIRF - IRON ROD FOUNDIPF - IRON PIPE FOUNDTELEPHONE PEDESTALFIRE HYDRANTLIGHT POLEPOWER POLEELECTRIC BOXPG - PAGESF - SQUARE FEETGV - GAS VALVEYI - YARD INLETGI - GRATE INLETCB - CATCH BASINNTS - NOT TO SCALER / W - RIGHT-OF-WAYC / L - CENTERLINEP / L - PROPERTY LINECI - CURB INLETPB - PLAT BOOKDB - DEED BOOKEP - EDGE OF PAVINGXXOHPWUGTCMP - CORRUGATED METAL PIPEVCP - VITRIFIED CLAY PIPERCP - REINFORCED CONCRETE PIPEHDPE - HIGH DENSITY POLYETHYLENE PIPESPRINKLER HEADSIGNTBC - TOP BACK OF CURBFLAG POLEGROUND LAMPSTORM LINESANITARY LINESANOVERHEAD POWER LINEDIP - DUCTILE IRON PIPEMH TELEPHONEMH SANITARYMH DRAINAGEBOLLARDSPRINKLER BOXWATER VALVEGAS METERCLEAN OUTWATER METERELECTRIC METERMH WATERYARD LIGHTSWDETCTMH ELECTRICPAINTED POWER LINEUGPPAINTED GAS LINEGPAINTED STORM LINESTMROOF DRAINAC UNITMAILBOXDEED LINELINE NOT SURVEYEDBOREHOLEBACKFLOW PREVENTERBFPWATER VAULTVWTELEPHONE VAULTVTWELLWMONITORING WELLLSA -LANDSCAPED AREAMKF - FIBER OPTIC MARKERSIGP - SIGNAL POLETRAFFIC CONTROL BOXTVP - TELEVISION PEDESTALUTILITY VAULTTCFES - FLARED END SECTIONMKG - GAS MARKERMNF - MAG NAIL FOUNDWATER SPIGOTCP - COMPUTED POINTCP - COMPUTED EASEMENT POINTCSF - COTTON SPINDLE FOUNDPOWER VAULTVPVUGAS TEST LOCATIONWF - WETLAND FLAGCCR - CHATHAM COUNTYRECORDWCR - WAKE COUNTYRECORDSTREEHANDICAP PARKINGSATELLITE DISHHCXXXX - SITE ADDRESSPAINTED FIBER OPTIC LINEPAINTED CABLE TV LINEUCATVUFONOTES:1) NO TITLE REPORT WAS FURNISHED.2) AREAS COMPUTED BY COORDINATE METHOD.3) PROPERTY SHOWN HEREON IS SUBJECT TO ALLRIGHTS-OF-WAY,EASEMENTS AND RESTRICTIONS OF RECORD.4) ALL DISTANCES SHOWN ON SURVEY ARE HORIZONTALGROUND DISTANCES UNLESS OTHERWISE NOTED.5) THIS SURVEY DOES NOT REPRESENT A TITLE SEARCH BY THIS FIRM.RIGHTS-OF-WAY INFORMATION IS BASED ON DEEDS AND MAPS OFRECORD.6)BASIS OF BEARING SHOWN HEREON IS NC GRID NAD83 (2011).7)WETLANDS WERE DELINEATED BY S & EC AND LOCATED BY TIMMONSGROUP.8)THIS SITE LIES IN ZONE X, WHICH IS ACCORDING TO FLOOD INSURANCERATE MAP 3720072300J PANEL 0723, WITH AN EFFECTIVE DATE OFMAY 2, 2006.9)VERTICAL DATUM SHOWN HEREON IS NAVD88.MATCHLINESEE SHEET 2CWI-0.1EXISTING CONDITIONS PLAN 1 331SPHJFC1" = 60'LIMITS OF DISTRUBANCE
328.72'343.34'SUSAN CAROL DICKENS1724 WHITE OAK CHURCH RDDB. 6977, PG. 213BM. 1982, PG. 486PIN: 0723-37-6873VACANTRALPH E. WHITMAN1716 WHITE OAK CHURCH RDDB. 2371, PG. 120PIN: 0723-38-5088RES.WWELL HOUSE12" RCPINV IN=327.97'12" RCPINV OUT=327.21'WELL HOUSE4' WIRE FENCECLOTHESLINE4' WIREFENCE6' WIREFENCE2 - 1 STORYMETAL SHEDSFRENCHDRAINPROPANETANK1 STORYBRICKDWELLINGCONCRETEPADS1 STORY FRAMESHEDCONCRETEPADPROPANETANK1 STORY FRAMEDWELLING1 STORY MOBILEHOME1 STORY FRAMESHEDREFUSEPILEJOHNNY MICHAEL SANDERS &CAROL ANN SANDERS4128 MAPLE SPRINGS DRDB. 9949, PG. 259BM. 1985, PG. 1057PIN: 0723-37-0979141,573 SF OR 3.250 ACRES.WILTON A WILLIAMS JR4133 MAPLE SPRINGS DRDB. 15016, PG. 2623CALUDIA SMITH HORTON4132 MAPLE SPRINGS DRDB. 9774, PG. 1971BM. 1985, PG. 1057PIN: 0723-28-7150130,767 SF OR 3.002 AC.RES.60' ACCESS EASEMENTBM. 1982, PG. 865BM. 1985, PG. 121260' ACCESS EASEMENTBM. 1982, PG.486BM. 1982, PG. 865BM. 1985, PG. 121230' CP&L EASEMENTDB. 3348, PG 332DB. 3121, PG. 581DB. 3072, PG. 83030'30' CP&L EASEMENTDB. 3348, PG 332DB. 3121, PG. 581DB. 3072, PG. 830OHPOHPOHPOHPOHPOHPOHPOHPOHPIRSIPF-0.13' EAST OFPROPERTYLINEIPFIPFIPFIPFIPFIPFIPFIPF40255334.25SWTDSCSS40543317.3740540-40541OHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHP18" CMPINVERT OUT=316.37'18" RCPINVERT OUT=316.47'18" RCPINVERT IN=317.90'18" CMPINVERT IN=317.95'24" RCP325.22'15" RCP333.25'15" RCP334.12'15" RCP335.32'15" RCP335.60'20" RCP335.16'15" RCPINVERT OUT=337.50'15" RCPINVERT IN=337.82'15' RCPINVERT OUT=338.08'15" RCPINVERT IN=338.28'SANUGPUGPUGPUGPW W WWWWWWUGPGGGGGN71°50'50"W263.95'S2°24'24"W
180.14'S89°06'20"E217.77'S0°32'11"W
289.58'S75°49'02"W370.52'
S1°14'35"W
51.64'S89°32'51"E642.94'JOEL V. DAUGHTRIDGE &MARTHA M. DAUGHTRIDGE1713 WHITE OAK CHURCH RDDB. 2359, PG. 83PIN: 0723-48-1198RES.THOMAS A. LUMPKIN &MARY S. LUMPKIN1701 WHITE OAK CHURCH RDDB. 2801, PG. 168PIN: 0723-48-2516RES.TRUSTEES OF WHITE OAKBAPTIST CHURCH1621 WHITE OAK CHURCH RDDB. 9075, PG. 1526BM. 1998, PG. 628PIN: 0723-49-2212CHRUCHRALPH E. WHITMAN1716 WHITE OAK CHURCH RDDB. 2371, PG. 120PIN: 0723-38-5088RES.WHITE OAK MISSIONARYBAPTIST CHURCH1621 WHITE OAK CHURCH RDDB. 16668, PG. 2474BM. 2008, PG. 1705PIN: 0723-38-4513CHURCHWHITE OAK MISSIONARYBAPTIST CHURCH1621 WHITE OAK CHURCH RDDB. 16668, PG. 2474BM. 2008, PG. 1705PIN: 0723-38-4513CHURCHWHITE OAK MISSIONARYBAPTIST CHURCH1621 WHITE OAK CHURCH RDDB. 16668, PG. 2474BM. 2008, PG. 1705PIN: 0723-38-4513CHURCHWHITE OAK CHURCH ROAD
SR 1606
VARIABLE WIDTH
PUBLIC R/WS85°29'51"E105.62'N85°29'34"W252.68'S4°45'18"W216.21'N71°33'47"W240.87'SANITARY MANHOLERIM=341.78'12" RCPINVERT IN (N)=326.69'INVERT IN (W)=326.31'INVERT OUT=326.19'~SANITARY MANHOLERIM=341.25'12" RCPINVERT IN=328.37 'INVERT OUT=328.34'~SANITARY MANHOLERIM=339.03'12" RCPINVERT OUT=327.78'STORM MANHOLERIM=336.17'24" RCPINVERT IN=332.77'INVERT OUT=329.52'STORM INLETRIM=332.94'24" RCPINVERT IN=327.69'INVERT OUT=327.09'STORM INLETRIM=329.59'24" RCPINVERT IN=325.59'INVERT OUT=325.40'340340337
340
340336339338337336335334335
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320 325330330325320315
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310315320335330340 335330325320315325310
30531036" WHITE OAK33" WHITE OAKWHITE OAK

C
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SR 1606
VARIABLE

W
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/
WWETLAND WC20' ZONE 2 BUFFER LINE30' ZONE 1 BUFFER LINE20' ZONE 2 BUFFER LINE30' ZONE 1 BUFFER LINEWETLAND WAWETLAND WBWETLAND W6WETLAND W5WETLAND W4WETLAND W3WETLAND W1WETLAND W2LIMITS OFDISTURBANCELIMITS OFDISTURBANCEJOB NO.SHEET NO.SCALEDESIGNED BYCHECKED BYDATE
DRAWN BYDATEREVISION DESCRIPTION
YOUR VISION ACHIEVED THROUGH OURS.
These plans and associated documents are the exclusive property of TIMMONS GROUP and may not be reproduced in whole or in part and shall not be used for any purpose whatsoever, inclusive, but not
limited to construction, bidding, and/or construction staking without the express written consent of TIMMONS GROUP.
5410 Trinity Road, Suite 102 | Raleigh, NC 27607
TEL [phone] FAX [phone] www.timmons.com
THIS DRAWING PREPARED AT THE
RALEIGH OFFICE
NORTH CAROLINA LICENSE NO. C-1652
S:\331\39575-Green Level West Assemblage\DWG\Sheet\Exhibit\Wetland Impact\39575-C1.0-SURV FOR WETLAND IMPACT.dwg | Plotted by Savannah Langkamp
FOR REVIEWONLY06/26/2019DOMINION ESTATES SUBDIVISION
CARY - WAKE COUNTY - NORTH CAROLINA39575SCALE 1" = 60'120'060'NC GRID
NAD83 (2011)SPRINKLER VALVEHVAC - HEATING, VENTILATION ANDAIR CONDITIONINGLEGENDGAS VALVEFENCEEDGE OF TREELINEPAINTED WATER LINEPAINTED TELEPHONE LINEGUYCABLE TV PEDESTALCMF - CONCRETE MONUMENTIRS - IRON ROD SETIRF - IRON ROD FOUNDIPF - IRON PIPE FOUNDTELEPHONE PEDESTALFIRE HYDRANTLIGHT POLEPOWER POLEELECTRIC BOXPG - PAGESF - SQUARE FEETGV - GAS VALVEYI - YARD INLETGI - GRATE INLETCB - CATCH BASINNTS - NOT TO SCALER / W - RIGHT-OF-WAYC / L - CENTERLINEP / L - PROPERTY LINECI - CURB INLETPB - PLAT BOOKDB - DEED BOOKEP - EDGE OF PAVINGXXOHPWUGTCMP - CORRUGATED METAL PIPEVCP - VITRIFIED CLAY PIPERCP - REINFORCED CONCRETE PIPEHDPE - HIGH DENSITY POLYETHYLENE PIPESPRINKLER HEADSIGNTBC - TOP BACK OF CURBFLAG POLEGROUND LAMPSTORM LINESANITARY LINESANOVERHEAD POWER LINEDIP - DUCTILE IRON PIPEMH TELEPHONEMH SANITARYMH DRAINAGEBOLLARDSPRINKLER BOXWATER VALVEGAS METERCLEAN OUTWATER METERELECTRIC METERMH WATERYARD LIGHTSWDETCTMH ELECTRICPAINTED POWER LINEUGPPAINTED GAS LINEGPAINTED STORM LINESTMROOF DRAINAC UNITMAILBOXDEED LINELINE NOT SURVEYEDBOREHOLEBACKFLOW PREVENTERBFPWATER VAULTVWTELEPHONE VAULTVTWELLWMONITORING WELLLSA -LANDSCAPED AREAMKF - FIBER OPTIC MARKERSIGP - SIGNAL POLETRAFFIC CONTROL BOXTVP - TELEVISION PEDESTALUTILITY VAULTTCFES - FLARED END SECTIONMKG - GAS MARKERMNF - MAG NAIL FOUNDWATER SPIGOTCP - COMPUTED POINTCP - COMPUTED EASEMENT POINTCSF - COTTON SPINDLE FOUNDPOWER VAULTVPVUGAS TEST LOCATIONWF - WETLAND FLAGCCR - CHATHAM COUNTYRECORDWCR - WAKE COUNTYRECORDSTREEHANDICAP PARKINGSATELLITE DISHHCXXXX - SITE ADDRESSPAINTED FIBER OPTIC LINEPAINTED CABLE TV LINEUCATVUFOCWI-0.2EXISTING CONDITIONS PLAN 2 331SPHJFC1" = 60'LIMITS OF DISTRUBANCE
8''W205.07'28.37'237.15'556.22'328.63'343.40'392.36'18" CMPINVERT OUT=316.37'18" RCPINVERT OUT=316.47'UGPUGP SIGNGREEN LEVEL WEST ROADSR 1605VARIABLE WIDTH PUBLIC R/WWHITE OAK CHURCH ROADWHITE OAK CHURCH ROAD30'RIGHT-OF-WAYLINE30'OS #1224,117 SF5.15 AC212070 SF0.28 AC513269 SF0.30 AC615291 SF0.35 AC412070 SF0.28 AC312070 SF0.28 AC1012070 SF0.28 AC1112070 SF0.28 AC1512427 SF0.29 AC1412070 SF0.28 AC912070 SF0.28 AC811360 SF0.26 AC712723 SF0.29 AC1312070 SF0.28 AC3014651 SF0.34 AC2712319 SF0.28 AC1612418 SF0.29 AC4912000 SF0.28 AC2812453 SF0.29 AC2912569 SF0.29 AC2112013 SF0.28 AC2613503 SF0.31 AC2012013 SF0.28 AC2513199 SF0.30 AC2312013 SF0.28 AC2412013 SF0.28 AC3212013 SF0.28 AC1814023 SF0.32 AC3112036 SF0.28 AC3312013 SF0.28 AC3412013 SF0.28 AC4218538 SF0.43 AC4013052 SF0.30 AC3822224 SF0.51 AC3923639 SF0.54 AC1712765 SF0.29 AC3512009 SF0.28 AC1212070 SF0.28 AC5013356 SF0.31 AC1912013 SF0.28 AC3614757 SF0.34 AC4116475 SF0.38 AC2212013 SF0.28 AC3718340 SF0.42 ACPUMPSTATION20,130 SF0.46 AC4718897 SF0.43 AC4620662 SF0.47 AC4520432 SF0.47 AC4817156 SF0.39 AC4414490 SF0.33 AC4315726 SF0.36 ACOS #2167,551 SF3.85 ACOS #3119,994 SF2.75 ACS89° 03' 22"W 137.74'N00° 27' 09"E 97.44'N02° 07' 44"W 624.74'N41° 07' 37"W 220.79'N48° 52' 23"E 264.00'N76° 06' 16"W 52.80'S22° 39' 53"E 110.83'56.00' 9.3'N41° 07' 37"W 56.88'N85° 46' 51"W 103.54'N4
1
°

0
7
'

3
7
"W

9
4
.
0
9
'N02° 07' 44"W 376.13'L=211.54, R=225.03L=137.36, R=225.00L=153.15, R=225.00L=48.74R=2000.00L=41.37R=2000.00L=87.96,R=28.00L=136.13, R=200.00L=310.02, R=200.00L=158.29, R=200.00L=88.14, R=200.00L=143.43,R=200.00
2
3
'
85'85'86'
5
3
'
1
0
8
'
85'85'142'80'75'1
5
0
'61'80'150'122'7'39'139'75'98'130'
87'
4
0
'31'52'70'101'36'54'90'7
4
'64'15'144'65'90'65'1
3
8
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3
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7
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39'79'57'142'67'85'85'85'85'85'85'41'142'69'69'69'69'69'69'15'69'69'69'69'69'142'
142'
142'
142'
142'
142'16'61'40'87'
141'53'85'85'85'69'142'
142'
142'
142'157'142'78'148'86'90'85'85'85'85'85'85'80'101'72'42'74'54'151'148'85'85'85'85'85'85'80'35'142'
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142'
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9
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'
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'88'75'68'6'77'31'119'59'194'68'32'263'91'23'225'
189'96'89'149'
37'7'66'99'L=47.03, R=200.00S45° 18' 33"W 72.47'84'142'112321 SF0.28 AC140'27'33'175'65'186'7
3
'142'8
5
'
85'5'46'28'34'
66'166'55'109'178'84'142'71'51'13'15'58'165'49'119'33'152'1'52'168'49'6
0
'122'45'107'86'47'69'37'74'199'50'50'50'50'50'50'50'50'82'WETLANDSWETLANDSWETLANDSWETLANDSWETLANDSSCM #2SCM #1PC = 10+80.83PC = 13+45.16PC = 17+60.19PC = 25+38.08
PC = 27+63.05PT = 12+90.68PT = 14+82.52PT = 19+13.33PT = 26+28.18PC = 18+23.90PC = 11+37.74PT = 19+60.02PT = 14+47.76PC = 15+91.10PC = 13+29.28PT = 18+22.68PT = 14+87.56WETLANDS50' TYPE ABUFFER50' TYPE ABUFFER50' TYPE ABUFFER50' TYPE ABUFFER50' TYPE ABUFFER20' PRIVATEDRAINAGEEASEMENT (TYP)30' PUBLICUTILITYEASEMENT(TYP)VARIABLE WIDTHPUBLIC DRAINAGEEASEMENT (TYP)VARIABLE WIDTHPUBLIC DRAINAGEEASEMENT (TYP)20' PUBLICDRAINAGEEASEMENT(TYP)20' PUBLIC DRAINAGEEASEMENT (TYP)30' PUBLICUTILITYEASEMENT(TYP)5' SIDEWALKCONNECTION TOAT TRAIL8400 SFGATHERINGSPACE5000 SFGATHERINGSPACEVARIABLE WIDTHPUBLIC DRAINAGEEASEMENT (TYP)RIPARIAN BUFFERRIPARIANBUFFERNEUSE RIVER RIPARIANBUFFERTOWN OFCARYBUFFERR30'R30'R20'R20'R20'R20'R20'R25.5'R45'R20'R20'VARIABLE WIDTH PUBLIC DRAINAGEEASEMENT (TYP)VARIABLE WIDTHPUBLIC DRAINAGEEASEMENT (TYP)WALL #4WALL #2WALL #3WALL #1FUTURE ROADEXTENSION20' TYPE BBUFFER20' TYPE BBUFFER20' TYPE BBUFFER20' TYPE BBUFFER20' TYPE BBUFFERMAIL KIOSKSEE INSET DETAIL3' LIGHTEASEMENT3' LIGHTEASEMENT3' LIGHTEASEMENT20' GREENWAYACCESSEASEMENTSIGHT DISTANCETRIANGLE 260'SIGHT DISTANCETRIANGLE 320'SIGHT DISTANCETRIANGLE 280'SIGHT DISTANCETRIANGLE 240'SIGHT DISTANCETRIANGLE 280'SIGHT DISTANCETRIANGLE 240'SIGHT DISTANCETRIANGLE 680'TEMPORARYGRAVELTURN -A-ROUNDTEMPORARYCONSTRUCTIONEASEMENT3' LIGHTEASEMENTSIGHT DISTANCETRIANGLE 515'CONCRETEDRIVEWAYAPRONINT STA 15+40.00 (DOMINIONESTATES DR)STA 10+00.00 (BLAIRMONT DR)INT STA 25+79.00 (DOMINIONESTATES DR)STA 10+00.00 (WINDSOR WAY)INT STA 13+20.00(BLAIRMONT DR)STA 20+54.00(WINDSOR WAY)VARIABLE WIDTHPUBLIC DRAINAGEEASEMENT (TYP)20' PRIVATE DRAINAGEEASEMENT (TYP)LIMITS OFDISTURBANCELIMITS OFDISTURBANCELIMITS OFDISTURBANCELIMITS OFDISTURBANCESTREAM ASTREAM BWETLAND W15WETLAND W14STREAM BWETLAND W12STREAM BWETLAND W8WETLAND W7WETLAND W11WETLAND W9STREAM CWETLAND W10WETLAND W13STREAM AWETLAND WAWETLAND WBWETLAND W6WETLAND W5WETLAND W4WETLAND W3WETLAND W1WETLAND W2NJDJOB NO.SHEET NO.SCALEDESIGNED BYCHECKED BYDATE
DRAWN BYDATEREVISION DESCRIPTION
YOUR VISION ACHIEVED THROUGH OURS.
These plans and associated documents are the exclusive property of TIMMONS GROUP and may not be reproduced in whole or in part and shall not be used for any purpose whatsoever, inclusive, but not
limited to construction, bidding, and/or construction staking without the express written consent of TIMMONS GROUP.
5410 Trinity Road, Suite 102 | Raleigh, NC 27607
TEL [phone] FAX [phone] www.timmons.com
THIS DRAWING PREPARED AT THE
RALEIGH OFFICE
NORTH CAROLINA LICENSE NO. C-1652
S:\331\39575-Green Level West Assemblage\DWG\Sheet\Exhibit\Wetland Impact\39575-C2.0-SITE FOR WETLAND IMPACT.dwg | Plotted by Savannah Langkamp
FOR REVIEWONLY06/26/2019DOMINION ESTATES SUBDIVISION
CARY - WAKE COUNTY - NORTH CAROLINA39575 1" = 60'CWI-0.3OVERALL SITE PLAN 331SPHJFCALL CONSTRUCTION SHALL CONFORM WITH THELATEST VERSION OF THE TOWN OF CARY ANDNCDOT STANDARDS AND SPECIFICATIONS.N/FSTEPHEN B. &PATRICIA ANNDB 8666 PG 2279BM 1997 PG 822PIN# 0770.03-14-0550DOMINION CREST DRIVEDOMINION CRESTDRIVE
JOSEPHINE
STREET
PLYMOUTH PINES DRIVEPLYMOUTH
PINES
LEGENDPRIMARY OPEN SPACEOPEN SPACEEXISTING WETLANDSEXISTING FLOOD HAZARD SOILS100-YR FLOODPLAIN50' ROW22' B-B50' ROW22' B-B50' ROW22' B-B50' ROW22' B-B5
0
'
ROW
2
2
'
B
-BJOSEPHINESTREETNAD 830SCALE 1"=60'120'60'LIMITS OF DISTURBANCE
W
W
T
W
W
W
SIGN
40145329.59YI
40249333.46GV
W
S
8''WFM
FM FMFM
FMFMFMFMFMFMFM
FM FM
F
M
FM FM FMSSSSSS SSSS
S
S SSSS
SSSS SSSSS
SSS
WETLAND & STREAM IMPACT LEGEND:
PERMANENT WETLANDS - GREEN
TEMPORARY WETLANDS - PURPLE
PERMANENT - NO PERMANENT LOSS WETLANDS - YELLOW
PERMANENT STREAM - RED
TEMPORARY STREAM - BLUE
BUFFER IMPACT AREA (30' ZONE 1)
BUFFER IMPACT AREA (20' ZONE 2)
BUFFER IMPACT AREA (50' ZONE 3)
JOB NO.
SHEET NO.
SCALE
DESIGNED BY
CHECKED BYDATEDRAWN BY
DATEREVISION DESCRIPTIONYOUR VISION ACHIEVED THROUGH OURS.These plans and associated documents are the exclusive property of TIMMONS GROUP and may not be reproduced in whole or in part and shall not be used for any purpose whatsoever, inclusive, but notlimited to construction, bidding, and/or construction staking without the express written consent of TIMMONS GROUP.DOMINION ESTATES SUBDIVISIONCARY, WAKE COUNTY, NORTH CAROLINA395755410 Trinity Road, Suite 102 | Raleigh, NC 27607TEL [phone] FAX [phone] www.timmons.comTHIS DRAWING PREPARED AT THERALEIGH OFFICES. HEIN
S. HEIN
D. HOJSAN
03/14/2019
PRELIMINARY
FOR REVIEW AND REFERENCE ONLY
OVERALL IMPACT MAPCWI-1.0
SITE DATA:
TOTAL AREA: 33.11 ACRES
TOTAL WETLANDS AREA: 1.10 ACRES (48,064 SF)
TOTAL STREAM BUFFER AREA: 3.71 ACRES (161,516 SF)
TOTAL STREAMS: 2,134 LF
TOTAL PROPOSED IMPERVIOUS: 10.30 AC +/- (31.11 %)NAD 830
SCALE 1"=200'
400'200'
CWI-1.7
CWI-1.5
CWI-1.4
CWI-1.1
CWI-1.9
CWI-1.11
CWI-1.6
GREE
N

L
E
V
E
L
W
E
S
T

R
O
A
D WHITE OAK CHURCH ROADCWI-1.2
CWI-1.3
CWI-1.10
CWI-1.8
LIMITS OF
DISTURBANCE LIMITS OF
DISTURBANCE
LIMITS OF
DISTURBANCE
W
T
W
W
W
W
W
WSS
PERMANENT STREAM
IMPACT 1
241 SF (46 LF)
BUFFER IMPACT 1 (30'
ZONE 1)
1406 SF
BUFFER IMPACT 1
(20' ZONE 2)
970 SF
20' ZONE 2 BUFFER LINE
4,782 SF
EX 24" CULVERT TO
BE REMOVED
GRADE TO
PROPOSED
CULVERT
INLET
GREE
N

L
E
V
E
L
W
E
S
T

R
O
A
D
BUFFER IMPACT 1
(20' ZONE 2)
167 SF
100' TOWN OF
CARY BUFFER
BUFFER IMPACT 1
(50' ZONE 3)
2881 SF
BUFFER IMPACT 1 (30'
ZONE 1)
2250 SF
LIMITS OF
DISTURBANCE
EX EDGE OF
PAVEMENT LINE
PROPOSED EDGE OF
PAVEMENT LINE
STREAM A
PROPOSED 8" PVC
EX 48" RCP
EXTEND 48" RCP
PROPOSED 24" RCP
EX TRANSPORTATION ACCESS PROPOSED GRADING
ASSOCIATED WITH TURN LANE
GREE
N
L
E
V
E
L
W
E
S
T
R
O
A
D
WETLAND & STREAM IMPACT LEGEND:
PERMANENT WETLANDS - GREEN
TEMPORARY WETLANDS - PURPLE
PERMANENT - NO PERMANENT LOSS WETLANDS - YELLOW
PERMANENT STREAM - RED
TEMPORARY STREAM - BLUE
BUFFER IMPACT AREA (30' ZONE 1)
BUFFER IMPACT AREA (20' ZONE 2)
BUFFER IMPACT AREA (50' ZONE 3)
LIMITS OF DISTRUBANCE
JOB NO.
SHEET NO.
SCALE
DESIGNED BY
CHECKED BYDATEDRAWN BY
DATEREVISION DESCRIPTIONYOUR VISION ACHIEVED THROUGH OURS.These plans and associated documents are the exclusive property of TIMMONS GROUP and may not be reproduced in whole or in part and shall not be used for any purpose whatsoever, inclusive, but notlimited to construction, bidding, and/or construction staking without the express written consent of TIMMONS GROUP.DOMINION ESTATES SUBDIVISIONCARY, WAKE COUNTY, NORTH CAROLINA395755410 Trinity Road, Suite 102 | Raleigh, NC 27607TEL [phone] FAX [phone] www.timmons.comTHIS DRAWING PREPARED AT THERALEIGH OFFICES. HEIN
S. HEIN
D. HOJSAN
03/14/2019
PRELIMINARY
FOR REVIEW AND REFERENCE ONLY
IMPACT MAP 1CWI-1.1NAD 830
SCALE 1"=40'
80'40'
IMPACT 1 - TURN LANE ROAD WIDENING
FMFM
FM
FM
FM
FM
FM
2''W
2''W
2''W
2''W
S
SS
2''W2''W 2''W
MATCHLINEMATCHLINESTREAM A
30' ZONE 1 BUFFER LINE
20' ZONE 2 BUFFER LINE
BUFFER IMPACT 2A (30'
ZONE 1)
1017 SF
BUFFER IMPACT 2A (30'
ZONE 1)
648 SF
BUFFER IMPACT 2A
(20' ZONE 2)
2882 SF
BUFFER IMPACT 2A
(20' ZONE 2)
413 SF
BUFFER IMPACT 2B (30'
ZONE 1)
1,229 SF
BUFFER IMPACT 2B
(20' ZONE 2)
1,136 SF
TEMPORARY
STREAM IMPACT 2B 233
SF (41 LF)
BUFFER IMPACT 2B (30'
ZONE 1)
1,233 SF
PEDESTRIAN
BRIDGE
BUFFER IMPACT 2A
(50' ZONE 3)
14,615 SF
BUFFER IMPACT 2A
(50' ZONE 3)
1242 SF
BUFFER IMPACT 2B
(50' ZONE 3)
1,537 SF
100' TOWN OF
CARY BUFFER
30' ZONE 1 BUFFER LINE
LIMITS OF DISTURBANCE
PROPOSED 8" PVC
PROPOSED
8" PVC
PROPOSED 8" PVC
PROPOSED 6"
FORCEMAIN
BUFFER IMPACT
2C (50' ZONE 3)
286 SF
BUFFER IMPACT 2B
(50' ZONE 3)
3,175 SF
BUFFER IMPACT 2B
(20' ZONE 2)
828 SF
WETLAND & STREAM IMPACT LEGEND:
PERMANENT WETLANDS - GREEN
TEMPORARY WETLANDS - PURPLE
PERMANENT - NO PERMANENT LOSS WETLANDS - YELLOW
PERMANENT STREAM - RED
TEMPORARY STREAM - BLUE
BUFFER IMPACT AREA (30' ZONE 1)
BUFFER IMPACT AREA (20' ZONE 2)
BUFFER IMPACT AREA (50' ZONE 3)
LIMITS OF DISTRUBANCE
JOB NO.
SHEET NO.
SCALE
DESIGNED BY
CHECKED BYDATEDRAWN BY
DATEREVISION DESCRIPTIONYOUR VISION ACHIEVED THROUGH OURS.These plans and associated documents are the exclusive property of TIMMONS GROUP and may not be reproduced in whole or in part and shall not be used for any purpose whatsoever, inclusive, but notlimited to construction, bidding, and/or construction staking without the express written consent of TIMMONS GROUP.DOMINION ESTATES SUBDIVISIONCARY, WAKE COUNTY, NORTH CAROLINA395755410 Trinity Road, Suite 102 | Raleigh, NC 27607TEL [phone] FAX [phone] www.timmons.comTHIS DRAWING PREPARED AT THERALEIGH OFFICES. HEIN
S. HEIN
D. HOJSAN
03/14/2019
PRELIMINARY
FOR REVIEW AND REFERENCE ONLY
IMPACT MAP 2CWI-1.2NAD 830
SCALE 1"=40'
80'40'
IMPACT 2A - GREENWAY
IMPACT 2B - SANITARY SEWER
IMPACT 2C - PUMP STATION
W
FM
FM
FM
FM
FM
FM
FM FMFMFM2''W
SS8''W
MATCHLINEMATCHLINE20' ZONE 2 BUFFER LINE
30' ZONE 1 BUFFER LINE
BUFFER IMPACT 3A
(20' ZONE 2)
4,782 SF
GRADE TO
PROPOSED
BUFFER IMPACT 3A
(30' ZONE 1)
3,018 SF
BUFFER
IMPACT 3B
(30' ZONE 1)
638 SF
BUFFER IMPACT 1
BUFFER IMPACT 3A
(50' ZONE 3)
2,883SF
PROPOSED 4"
FORCEMAIN
LIMITS OF DISTURBANCE
3999 SF (2349 SF IN WETLAND)
STREAM B
PROPOSED
36" RCP
PROPOSED 8" PVC
PROPOSED 8" PVC
STREAM B
PROPOSED GRADING
ASSOCIATED WITH
TURN LANE
GREE
N
L
E
V
E
L
W
E
S
T
R
O
A
D
BUFFER IMPACT 3C
(20' ZONE 2)
186 SFBUFFER IMPACT 3A
(30' ZONE 1)
63 SF
40'
UTILITY
EASEMENT
WETLAND & STREAM IMPACT LEGEND:
PERMANENT WETLANDS - GREEN
TEMPORARY WETLANDS - PURPLE
PERMANENT - NO PERMANENT LOSS WETLANDS - YELLOW
PERMANENT STREAM - RED
TEMPORARY STREAM - BLUE
BUFFER IMPACT AREA (30' ZONE 1)
BUFFER IMPACT AREA (20' ZONE 2)
BUFFER IMPACT AREA (50' ZONE 3)
LIMITS OF DISTRUBANCE
JOB NO.
SHEET NO.
SCALE
DESIGNED BY
CHECKED BYDATEDRAWN BY
DATEREVISION DESCRIPTIONYOUR VISION ACHIEVED THROUGH OURS.These plans and associated documents are the exclusive property of TIMMONS GROUP and may not be reproduced in whole or in part and shall not be used for any purpose whatsoever, inclusive, but notlimited to construction, bidding, and/or construction staking without the express written consent of TIMMONS GROUP.DOMINION ESTATES SUBDIVISIONCARY, WAKE COUNTY, NORTH CAROLINA395755410 Trinity Road, Suite 102 | Raleigh, NC 27607TEL [phone] FAX [phone] www.timmons.comTHIS DRAWING PREPARED AT THERALEIGH OFFICES. HEIN
S. HEIN
D. HOJSAN
03/14/2019
PRELIMINARY
FOR REVIEW AND REFERENCE ONLY
IMPACT MAP 3CWI-1.3NAD 830
SCALE 1"=30'
60'30'
IMPACT 3A - UTILITIES
IMPACT 3B - STORMWATER BYPASS
IMPACT 3C - GRADING & VEGETATION
W
W
FM FMFMFMFMFMFM
SS
SAN
8'
'W8''W
8'
'W
8''
W
8''W
20' DRAINAGE
EASEMENT
PERMANENT WETLAND IMPACT 4A
(30' ZONE 1)
2814 SF
BUFFER IMPACT 4A (20' ZONE 2)
3274 SF
PERMANENT WETLAND IMPACT 4A
2184 SF
PERMANENT STREAM IMPACT 4A
237 SF (113 LF)
BUFFER IMPACT 4A (30' ZONE 1)
4121 SF (2948 IN WETLAND)
20' ZONE 2 BUFFER LINE
30' ZONE 1 BUFFER LINE
STREAM B
TEMPORARY WETLAND IMPACT 4A
133 SF
BUFFER IMPACT 4B (20' ZONE 2)
418 SF
TEMPORARY STREAM IMPACT 4A
12 SF (5 LF)
WETLAND W12
TEMPORARY WETLAND IMPACT 4A
68 SF
TEMPORARY WETLAND IMPACT 4A
165 SF
BUFFER IMPACT 4A (20'
ZONE 2)
2798 SF
LIMITS OF DISTURBANCE
BUFFER IMPACT 4A (30' ZONE 1)
3999 SF (2349 SF IN WETLAND)
PROPOSED 15" RCP
PROPOSED
15" RCP
WETLAND W13
PROPOSED
15" RCP
BUFFER IMPACT 4B (30' ZONE 1)
215 SF (93 SF IN WETLAND)
PERMANENT WETLAND
IMPACT 4B
93 SF
PROPOSED 8" PVC
PROPOSED (3) 48" RCP
@1.43% SLOPE
TEMPORARY STREAM IMPACT 4A
15 SF (5 LF)
WETLAND & STREAM IMPACT LEGEND:
PERMANENT WETLANDS - GREEN
TEMPORARY WETLANDS - PURPLE
PERMANENT - NO PERMANENT LOSS WETLANDS - YELLOW
PERMANENT STREAM - RED
TEMPORARY STREAM - BLUE
BUFFER IMPACT AREA (30' ZONE 1)
BUFFER IMPACT AREA (20' ZONE 2)
BUFFER IMPACT AREA (50' ZONE 3)
LIMITS OF DISTRUBANCE
JOB NO.
SHEET NO.
SCALE
DESIGNED BY
CHECKED BYDATEDRAWN BY
DATEREVISION DESCRIPTIONYOUR VISION ACHIEVED THROUGH OURS.These plans and associated documents are the exclusive property of TIMMONS GROUP and may not be reproduced in whole or in part and shall not be used for any purpose whatsoever, inclusive, but notlimited to construction, bidding, and/or construction staking without the express written consent of TIMMONS GROUP.DOMINION ESTATES SUBDIVISIONCARY, WAKE COUNTY, NORTH CAROLINA395755410 Trinity Road, Suite 102 | Raleigh, NC 27607TEL [phone] FAX [phone] www.timmons.comTHIS DRAWING PREPARED AT THERALEIGH OFFICES. HEIN
S. HEIN
D. HOJSAN
03/14/2019
PRELIMINARY
FOR REVIEW AND REFERENCE ONLY
IMPACT MAP 4CWI-1.4NAD 830
SCALE 1"=30'
60'30'
IMPACT 4A - ROAD CROSSING
IMPACT 4B - STORMWATER BYPASS
SS20' ZONE 2 BUFFER LINE
30' ZONE 1 BUFFER LINE
TEMPORARY STREAM IMPACT 5
87 SF (33 LF)
BUFFER IMPACT 5 (30' ZONE 1)
975 SF
BUFFER IMPACT 5 (20' ZONE 2)
639 SFBUFFER IMPACT 5 (30' ZONE 1)
1077 SF
BUFFER IMPACT 5 (20' ZONE 2)
1633 SF
TEMPORARY STREAM IMPACT 4A
LIMITS OF DISTURBANCE
WETLAND W13
WETLAND W12
PROPOSED 8" PVC
PROPOSED
36" RCP
PROPOSED 8" PVC
PROPOSED 36" RCP
STREAM B
WETLAND & STREAM IMPACT LEGEND:
PERMANENT WETLANDS - GREEN
TEMPORARY WETLANDS - PURPLE
PERMANENT - NO PERMANENT LOSS WETLANDS - YELLOW
PERMANENT STREAM - RED
TEMPORARY STREAM - BLUE
BUFFER IMPACT AREA (30' ZONE 1)
BUFFER IMPACT AREA (20' ZONE 2)
BUFFER IMPACT AREA (50' ZONE 3)
LIMITS OF DISTRUBANCE
JOB NO.
SHEET NO.
SCALE
DESIGNED BY
CHECKED BYDATEDRAWN BY
DATEREVISION DESCRIPTIONYOUR VISION ACHIEVED THROUGH OURS.These plans and associated documents are the exclusive property of TIMMONS GROUP and may not be reproduced in whole or in part and shall not be used for any purpose whatsoever, inclusive, but notlimited to construction, bidding, and/or construction staking without the express written consent of TIMMONS GROUP.DOMINION ESTATES SUBDIVISIONCARY, WAKE COUNTY, NORTH CAROLINA395755410 Trinity Road, Suite 102 | Raleigh, NC 27607TEL [phone] FAX [phone] www.timmons.comTHIS DRAWING PREPARED AT THERALEIGH OFFICES. HEIN
S. HEIN
D. HOJSAN
03/14/2019
PRELIMINARY
FOR REVIEW AND REFERENCE ONLY
IMPACT MAP 5CWI-1.5NAD 830
SCALE 1"=30'
60'30'
IMPACT 5 - UTILITIES
30' TOC PUBLIC
UTILITY EASEMENT
BUFFER IMPACT 6 (30' ZONE 1)
1251 SF
BUFFER IMPACT 6 (20'
ZONE 2)
2466 SF
WETLAND W11
20' ZONE 2 BUFFER LINE
30' ZONE 1 BUFFER LINE
STREAM B
TEMPORARY STREAM IMPACT 5
LIMITS OF DISTURBANCE
WETLAND W9
PROPOSED 8" PVC
STREAM C
WETLAND W10
WETLAND & STREAM IMPACT LEGEND:
PERMANENT WETLANDS - GREEN
TEMPORARY WETLANDS - PURPLE
PERMANENT - NO PERMANENT LOSS WETLANDS - YELLOW
PERMANENT STREAM - RED
TEMPORARY STREAM - BLUE
BUFFER IMPACT AREA (30' ZONE 1)
BUFFER IMPACT AREA (20' ZONE 2)
BUFFER IMPACT AREA (50' ZONE 3)
LIMITS OF DISTRUBANCE
JOB NO.
SHEET NO.
SCALE
DESIGNED BY
CHECKED BYDATEDRAWN BY
DATEREVISION DESCRIPTIONYOUR VISION ACHIEVED THROUGH OURS.These plans and associated documents are the exclusive property of TIMMONS GROUP and may not be reproduced in whole or in part and shall not be used for any purpose whatsoever, inclusive, but notlimited to construction, bidding, and/or construction staking without the express written consent of TIMMONS GROUP.DOMINION ESTATES SUBDIVISIONCARY, WAKE COUNTY, NORTH CAROLINA395755410 Trinity Road, Suite 102 | Raleigh, NC 27607TEL [phone] FAX [phone] www.timmons.comTHIS DRAWING PREPARED AT THERALEIGH OFFICES. HEIN
S. HEIN
D. HOJSAN
03/14/2019
PRELIMINARY
FOR REVIEW AND REFERENCE ONLY
IMPACT MAP 6CWI-1.6NAD 830
SCALE 1"=30'
60'30'
IMPACT 6 - UTILITIES
SSSSANSANSAN
8''W
8''W
8''W
8''W
8
'
'W
30' TOC
PUBLIC
UTILITY
EASEMENT
TEMPORARY WETLAND IMPACT 7B
293 SF
TEMPORARY WETLAND IMPACT 7A
158 SF
PERMANENT WETLAND IMPACT 7B
603 SF
BUFFER IMPACT 7A (20' ZONE 2)
1878 SF
TEMPORARY WETLAND IMPACT 7A
73 SF
BUFFER IMPACT 7A (30' ZONE 1)
2548 SF (180 SF IN WETLAND)
PERMANENT STREAM IMPACT 7A
226 SF (74 LF)
PERMANENT WETLAND IMPACT 7A
185 SF
TEMPORARY STREAM IMPACT 7A
13 SF (5 LF)
TEMPORARY WETLAND IMPACT 7A
51 SF
BUFFER IMPACT 7A (20' ZONE 2)
2397 SF
TEMPORARY WETLAND IMPACT 7A
66 SF
TEMPORARY STREAM IMPACT 7A
16 SF (4 LF)
PERMANENT WETLAND IMPACT 7A
108 SF
PERMANENT WETLAND IMPACT 7A
94 SF
WETLAND W11
20' ZONE 2 BUFFER LINE
30' ZONE 1 BUFFER LINE
STREAM B
LIMITS OF DISTURBANCE
BUFFER IMPACT 7A (30' ZONE 1)
2663 SF (115 SF IN WETLAND)
PERMANENT WETLAND IMPACT 7A
114 SF
WETLAND W8
WETLAND W7
WETLAND W9
PROPOSED 8" PVC
PROPOSED (3) 48" RCP
@1.08% SLOPE
PROPOSED 8" PVC
WETLAND & STREAM IMPACT LEGEND:
PERMANENT WETLANDS - GREEN
TEMPORARY WETLANDS - PURPLE
PERMANENT - NO PERMANENT LOSS WETLANDS - YELLOW
PERMANENT STREAM - RED
TEMPORARY STREAM - BLUE
BUFFER IMPACT AREA (30' ZONE 1)
BUFFER IMPACT AREA (20' ZONE 2)
BUFFER IMPACT AREA (50' ZONE 3)
LIMITS OF DISTRUBANCE
JOB NO.
SHEET NO.
SCALE
DESIGNED BY
CHECKED BYDATEDRAWN BY
DATEREVISION DESCRIPTIONYOUR VISION ACHIEVED THROUGH OURS.These plans and associated documents are the exclusive property of TIMMONS GROUP and may not be reproduced in whole or in part and shall not be used for any purpose whatsoever, inclusive, but notlimited to construction, bidding, and/or construction staking without the express written consent of TIMMONS GROUP.DOMINION ESTATES SUBDIVISIONCARY, WAKE COUNTY, NORTH CAROLINA395755410 Trinity Road, Suite 102 | Raleigh, NC 27607TEL [phone] FAX [phone] www.timmons.comTHIS DRAWING PREPARED AT THERALEIGH OFFICES. HEIN
S. HEIN
D. HOJSAN
03/14/2019
PRELIMINARY
FOR REVIEW AND REFERENCE ONLY
IMPACT MAP 7CWI-1.7NAD 830
SCALE 1"=30'
60'30'
IMPACT 7A - ROAD CROSSING
IMPACT 7B - ROAD FILL
SSAN30' TOC
PUBLIC
UTILITY
EASEMENT
PERMANENT - NO PERMANENT LOSS
WETLAND IMPACT 8
1,051 SF
LIMITS OF DISTURBANCE
WETLAND W7
PROPOSED 8" PVC
WETLAND W8
WETLAND & STREAM IMPACT LEGEND:
PERMANENT WETLANDS - GREEN
TEMPORARY WETLANDS - PURPLE
PERMANENT - NO PERMANENT LOSS WETLANDS - YELLOW
PERMANENT STREAM - RED
TEMPORARY STREAM - BLUE
BUFFER IMPACT AREA (30' ZONE 1)
BUFFER IMPACT AREA (20' ZONE 2)
BUFFER IMPACT AREA (50' ZONE 3)
LIMITS OF DISTRUBANCE
JOB NO.
SHEET NO.
SCALE
DESIGNED BY
CHECKED BYDATEDRAWN BY
DATEREVISION DESCRIPTIONYOUR VISION ACHIEVED THROUGH OURS.These plans and associated documents are the exclusive property of TIMMONS GROUP and may not be reproduced in whole or in part and shall not be used for any purpose whatsoever, inclusive, but notlimited to construction, bidding, and/or construction staking without the express written consent of TIMMONS GROUP.DOMINION ESTATES SUBDIVISIONCARY, WAKE COUNTY, NORTH CAROLINA395755410 Trinity Road, Suite 102 | Raleigh, NC 27607TEL [phone] FAX [phone] www.timmons.comTHIS DRAWING PREPARED AT THERALEIGH OFFICES. HEIN
S. HEIN
D. HOJSAN
03/14/2019
PRELIMINARY
FOR REVIEW AND REFERENCE ONLY
IMPACT MAP 8CWI-1.8NAD 830
SCALE 1"=30'
60'30'
IMPACT 8 - UTILITIES
SS BUFFER IMPACT 9 (20' ZONE 2)
1566 SF
LIMITS OF DISTURBANCE
PROPOSED 8" PVC
WETLAND W2
WETLAND W1
WETLAND & STREAM IMPACT LEGEND:
PERMANENT WETLANDS - GREEN
TEMPORARY WETLANDS - PURPLE
PERMANENT - NO PERMANENT LOSS WETLANDS - YELLOW
PERMANENT STREAM - RED
TEMPORARY STREAM - BLUE
BUFFER IMPACT AREA (30' ZONE 1)
BUFFER IMPACT AREA (20' ZONE 2)
BUFFER IMPACT AREA (50' ZONE 3)
LIMITS OF DISTRUBANCE
JOB NO.
SHEET NO.
SCALE
DESIGNED BY
CHECKED BYDATEDRAWN BY
DATEREVISION DESCRIPTIONYOUR VISION ACHIEVED THROUGH OURS.These plans and associated documents are the exclusive property of TIMMONS GROUP and may not be reproduced in whole or in part and shall not be used for any purpose whatsoever, inclusive, but notlimited to construction, bidding, and/or construction staking without the express written consent of TIMMONS GROUP.DOMINION ESTATES SUBDIVISIONCARY, WAKE COUNTY, NORTH CAROLINA395755410 Trinity Road, Suite 102 | Raleigh, NC 27607TEL [phone] FAX [phone] www.timmons.comTHIS DRAWING PREPARED AT THERALEIGH OFFICES. HEIN
S. HEIN
D. HOJSAN
03/14/2019
PRELIMINARY
FOR REVIEW AND REFERENCE ONLY
IMPACT MAP 9CWI-1.9NAD 830
SCALE 1"=30'
60'30'
IMPACT 9 - UTILITIES
FM FM FM FM FM FM FM FM FM
30' TOC PUBLIC
UTILITY EASEMENT
TEMPORARY STREAM IMPACT 10
97 SF (32 LF)
BUFFER IMPACT 10 (30' ZONE 1)
977 SF
BUFFER IMPACT 10 (20' ZONE 2)
637 SF
BUFFER IMPACT 10 (20' ZONE 2)
606 SF
20' ZONE 2 BUFFER LINE
30' ZONE 1 BUFFER LINE
BUFFER IMPACT 10 (30' ZONE 1)
909 SF
LIMITS OF DISTURBANCE
WETLAND
W2
STREAM
WETLAND WC
WETLAND & STREAM IMPACT LEGEND:
PERMANENT WETLANDS - GREEN
TEMPORARY WETLANDS - PURPLE
PERMANENT - NO PERMANENT LOSS WETLANDS - YELLOW
PERMANENT STREAM - RED
TEMPORARY STREAM - BLUE
BUFFER IMPACT AREA (30' ZONE 1)
BUFFER IMPACT AREA (20' ZONE 2)
BUFFER IMPACT AREA (50' ZONE 3)
LIMITS OF DISTRUBANCE
JOB NO.
SHEET NO.
SCALE
DESIGNED BY
CHECKED BYDATEDRAWN BY
DATEREVISION DESCRIPTIONYOUR VISION ACHIEVED THROUGH OURS.These plans and associated documents are the exclusive property of TIMMONS GROUP and may not be reproduced in whole or in part and shall not be used for any purpose whatsoever, inclusive, but notlimited to construction, bidding, and/or construction staking without the express written consent of TIMMONS GROUP.DOMINION ESTATES SUBDIVISIONCARY, WAKE COUNTY, NORTH CAROLINA395755410 Trinity Road, Suite 102 | Raleigh, NC 27607TEL [phone] FAX [phone] www.timmons.comTHIS DRAWING PREPARED AT THERALEIGH OFFICES. HEIN
S. HEIN
D. HOJSAN
03/14/2019
PRELIMINARY
FOR REVIEW AND REFERENCE ONLY
IMPACT MAP 10CWI-1.10NAD 830
SCALE 1"=30'
60'30'
IMPACT 10 - UTILITIES
(OFFSITE FORCEMAIN)
F
M
FM
FM
FM
FM FM FM FM FM FM
30' TOC PUBLIC
UTILITY EASEMENT
TEMPORARY STREAM IMPACT 11
90 SF (30 LF)
PERMANENT - NO PERMANENT LOSS
WETLAND IMPACT 11
175 SF
BUFFER IMPACT 11 (30' ZONE 1)
901 SF (175 SF IN WETLAND)
BUFFER IMPACT 11 (20' ZONE 2)
597 SF
PERMANENT - NO PERMANENT LOSS
WETLAND IMPACT 11
395 SF
BUFFER IMPACT 11 (30' ZONE 1)
(395 SF IN WETLAND) 900 SF
BUFFER IMPACT 11 (20' ZONE 2)
600 SF
20' ZONE 2 BUFFER LINE
30' ZONE 1 BUFFER LINE
LIMITS OF
DISTURBANCE
WETLAND WA & WB
STREAM
WETLAND & STREAM IMPACT LEGEND:
PERMANENT WETLANDS - GREEN
TEMPORARY WETLANDS - PURPLE
PERMANENT - NO PERMANENT LOSS WETLANDS - YELLOW
PERMANENT STREAM - RED
TEMPORARY STREAM - BLUE
BUFFER IMPACT AREA (30' ZONE 1)
BUFFER IMPACT AREA (20' ZONE 2)
BUFFER IMPACT AREA (50' ZONE 3)
LIMITS OF DISTRUBANCE
JOB NO.
SHEET NO.
SCALE
DESIGNED BY
CHECKED BYDATEDRAWN BY
DATEREVISION DESCRIPTIONYOUR VISION ACHIEVED THROUGH OURS.These plans and associated documents are the exclusive property of TIMMONS GROUP and may not be reproduced in whole or in part and shall not be used for any purpose whatsoever, inclusive, but notlimited to construction, bidding, and/or construction staking without the express written consent of TIMMONS GROUP.DOMINION ESTATES SUBDIVISIONCARY, WAKE COUNTY, NORTH CAROLINA395755410 Trinity Road, Suite 102 | Raleigh, NC 27607TEL [phone] FAX [phone] www.timmons.comTHIS DRAWING PREPARED AT THERALEIGH OFFICES. HEIN
S. HEIN
D. HOJSAN
03/14/2019
PRELIMINARY
FOR REVIEW AND REFERENCE ONLY
IMPACT MAP 11CWI-1.11NAD 830
SCALE 1"=30'
60'30'
IMPACT 11 - UTILITIES
(OFFSITE FORCEMAIN)
W
T
W
W
W
WSS
PERMANENT STREAM
IMPACT 1
241 SF (46 LF)
BUFFER IMPACT 1 (30'
ZONE 1)
1406 SF
BUFFER IMPACT 1
(20' ZONE 2)
970 SF
20' ZONE 2 BUFFER LINE
EX 24" CULVERT TO
BE REMOVED
GRADE TO
PROPOSED
CULVERT
INLET
GREE
N

L
E
V
E
L

W
E
S
T

R
O
A
D
BUFFER IMPACT 1
(20' ZONE 2)
167 SF
100' TOWN OF
CARY BUFFER
BUFFER IMPACT 1
(50' ZONE 3)
2881 SF
BUFFER IMPACT 1 (30'
ZONE 1)
2250 SF
LIMITS OF
DISTURBANCE
EX EDGE OF
PAVEMENT LINE
PROPOSED EDGE OF
PAVEMENT LINE
STREAM A
PROPOSED 8" PVC
EX 48" RCP
EXTEND 48" RCP
PROPOSED 24" RCP
EX TRANSPORTATION ACCESS PROPOSED GRADING
ASSOCIATED WITH TURN LANE
GREE
N
L
E
V
E
L
W
E
S
T
R
O
A
D
HORIZ SCALE: 1"=20'
VERT SCALE: 1"=2
IMPACT 1 ROAD CROSSING PROFILE
275
280
285
290
295
275
280
285
290
295
288.5289.0286.6286.6286.9-0+50 0+00 1+00 2+00 3+00 3+50
48 inch RCP
EXISTING GRADE
PROPOSED GRADE
WETLAND & STREAM IMPACT LEGEND:
PERMANENT WETLANDS - GREEN
TEMPORARY WETLANDS - PURPLE
PERMANENT - NO PERMANENT LOSS WETLANDS - YELLOW
PERMANENT STREAM - RED
TEMPORARY STREAM - BLUE
BUFFER IMPACT AREA (30' ZONE 1)
BUFFER IMPACT AREA (20' ZONE 2)
BUFFER IMPACT AREA (50' ZONE 3)
LIMITS OF DISTRUBANCE
JOB NO.
SHEET NO.
SCALE
DESIGNED BY
CHECKED BYDATEDRAWN BY
DATEREVISION DESCRIPTIONYOUR VISION ACHIEVED THROUGH OURS.These plans and associated documents are the exclusive property of TIMMONS GROUP and may not be reproduced in whole or in part and shall not be used for any purpose whatsoever, inclusive, but notlimited to construction, bidding, and/or construction staking without the express written consent of TIMMONS GROUP.DOMINION ESTATES SUBDIVISIONCARY, WAKE COUNTY, NORTH CAROLINA395755410 Trinity Road, Suite 102 | Raleigh, NC 27607TEL [phone] FAX [phone] www.timmons.comTHIS DRAWING PREPARED AT THERALEIGH OFFICES. HEIN
S. HEIN
D. HOJSAN
03/14/2019
PRELIMINARY
FOR REVIEW AND REFERENCE ONLY
ROAD CROSSING PROFILE - IMPACT 1CWI-1.12NAD 830
SCALE 1"=40'
80'40'
FM FM
FM
FM FM
FM
FM
FM
FM
FM
2''W
2''W
2''W
2''W
2''W
SS
2''W2''W2''W 2''W
MATCHLINEMATCHLINESTREAM A
BUFFER IMPACT 2A (30'
ZONE 1)
1017 SF
BUFFER IMPACT 2A
(20' ZONE 2)
413 SF
BUFFER IMPACT 2B (30'
ZONE 1)
1,229 SF
BUFFER IMPACT 2B
(20' ZONE 2)
1,136 SF
TEMPORARY
STREAM IMPACT 2B 233
SF (41 LF)
BUFFER IMPACT 2B (30'
ZONE 1)
1,233 SF
PEDESTRIAN
BRIDGE
BUFFER IMPACT 2A
(50' ZONE 3)
14,615 SF
BUFFER IMPACT 2A
(50' ZONE 3)
1242 SF
BUFFER IMPACT 2B
(50' ZONE 3)
1,537 SF
100' TOWN OF
CARY BUFFER
30' ZONE 1 BUFFER LINE
PROPOSED
8" PVC
PROPOSED 8" PVC
PROPOSED 6"
FORCEMAIN
BUFFER IMPACT
2C (50' ZONE 3)
286 SF
BUFFER IMPACT 2B
(50' ZONE 3)
3,175 SF
BUFFER IMPACT 2B
(20' ZONE 2)
828 SF
HORIZ SCALE: 1"=20'
VERT SCALE: 1"=2
IMPACT 2 UTILITY CROSSING PROFILE
275
280
285
290
295
275
280
285
290
295
HORIZ SCALE: 1"=20'
VERT SCALE: 1"=2
IMPACT 2 GREENWAY CROSSING PROFILE
285
290
295
300
305
285
290
295
300
305
304.0290.8293.0293.39291.57293.34-0+50 0+00 1+00 2+00 290.2288.2291.0-0+50 0+00 1+00 2+00
SS 4-3
95.76' OF
8" DIP
@ 0.65%
EXISTING GRADE EXISTING GRADE
PROPOSED 8" DIP
GRAVITY SANITARY
SEWER
PEDESTRIAN
BRIDGE
PROPOSED GRADE
WETLAND & STREAM IMPACT LEGEND:
PERMANENT WETLANDS - GREEN
TEMPORARY WETLANDS - PURPLE
PERMANENT - NO PERMANENT LOSS WETLANDS - YELLOW
PERMANENT STREAM - RED
TEMPORARY STREAM - BLUE
BUFFER IMPACT AREA (30' ZONE 1)
BUFFER IMPACT AREA (20' ZONE 2)
BUFFER IMPACT AREA (50' ZONE 3)
LIMITS OF DISTRUBANCE
JOB NO.
SHEET NO.
SCALE
DESIGNED BY
CHECKED BYDATEDRAWN BY
DATEREVISION DESCRIPTIONYOUR VISION ACHIEVED THROUGH OURS.These plans and associated documents are the exclusive property of TIMMONS GROUP and may not be reproduced in whole or in part and shall not be used for any purpose whatsoever, inclusive, but notlimited to construction, bidding, and/or construction staking without the express written consent of TIMMONS GROUP.DOMINION ESTATES SUBDIVISIONCARY, WAKE COUNTY, NORTH CAROLINA395755410 Trinity Road, Suite 102 | Raleigh, NC 27607TEL [phone] FAX [phone] www.timmons.comTHIS DRAWING PREPARED AT THERALEIGH OFFICES. HEIN
S. HEIN
D. HOJSAN
03/14/2019
PRELIMINARY
FOR REVIEW AND REFERENCE ONLY
GREENWAY CROSSING PROFILE - IMPACT 2CWI-1.13NAD 830
SCALE 1"=30'
60'30'
W
FM
FM
FM
FM
FM
FM
FM FMFMFMSS8''W
MATCHLINEMATCHLINE20' ZONE 2 BUFFER LINE
30' ZONE 1 BUFFER LINE
BUFFER IMPACT 3A
(20' ZONE 2)
4,782 SF
BUFFER IMPACT 3A
(30' ZONE 1)
3,018 SF
BUFFER
IMPACT 3B
(30' ZONE 1)
638 SF
BUFFER IMPACT 3A
(50' ZONE 3)
2,883SF
PROPOSED 4"
FORCEMAIN
LIMITS OF DISTURBANCE
STREAM B
PROPOSED
36" RCP
PROPOSED 8" PVC
PROPOSED 8" PVC
STREAM B
PROPOSED GRADING
ASSOCIATED WITH
TURN LANE
GREE
N
L
E
V
E
L
W
E
S
T
R
O
A
D
BUFFER IMPACT 3C
(20' ZONE 2)
186 SFBUFFER IMPACT 3A
(30' ZONE 1)
63 SF
40'
UTILITY
EASEMENT
HORIZ SCALE: 1"=20'
VERT SCALE: 1"=2
IMPACT 3 UTILITY CROSSING PROFILE
275
280
285
290
295
275
280
285
290
295
288.1287.5287.4287.2288.2-0+50 0+00 1+00 2+00 3+00
SS 6-5
141.64' OF
8" DIP
@ 1.00%
EXISTING GRADE
PROPOSED 8" DIP GRAVITY
SANITARY SEWER
PROPOSED 8"
FORCEMAN
WETLAND & STREAM IMPACT LEGEND:
PERMANENT WETLANDS - GREEN
TEMPORARY WETLANDS - PURPLE
PERMANENT - NO PERMANENT LOSS WETLANDS - YELLOW
PERMANENT STREAM - RED
TEMPORARY STREAM - BLUE
BUFFER IMPACT AREA (30' ZONE 1)
BUFFER IMPACT AREA (20' ZONE 2)
BUFFER IMPACT AREA (50' ZONE 3)
LIMITS OF DISTRUBANCE
JOB NO.
SHEET NO.
SCALE
DESIGNED BY
CHECKED BYDATEDRAWN BY
DATEREVISION DESCRIPTIONYOUR VISION ACHIEVED THROUGH OURS.These plans and associated documents are the exclusive property of TIMMONS GROUP and may not be reproduced in whole or in part and shall not be used for any purpose whatsoever, inclusive, but notlimited to construction, bidding, and/or construction staking without the express written consent of TIMMONS GROUP.DOMINION ESTATES SUBDIVISIONCARY, WAKE COUNTY, NORTH CAROLINA395755410 Trinity Road, Suite 102 | Raleigh, NC 27607TEL [phone] FAX [phone] www.timmons.comTHIS DRAWING PREPARED AT THERALEIGH OFFICES. HEIN
S. HEIN
D. HOJSAN
03/14/2019
PRELIMINARY
FOR REVIEW AND REFERENCE ONLY
UTILITY CROSSING PROFILE - IMPACT 3CWI-1.14NAD 830
SCALE 1"=30'
60'30'
W
W
FMFMFMFMFMFM
SS
SAN
8'
'W8''W
8'
'W
8''
W
8''W
20' DRAINAGE
EASEMENT
PERMANENT WETLAND IMPACT 4A
(30' ZONE 1)
2814 SF
BUFFER IMPACT 4A (20' ZONE 2)
3274 SF
PERMANENT WETLAND IMPACT 4A
2184 SF
PERMANENT STREAM IMPACT 4A
237 SF (113 LF)
BUFFER IMPACT 4A (30' ZONE 1)
4121 SF (2948 IN WETLAND)
20' ZONE 2 BUFFER LINE
30' ZONE 1 BUFFER LINE
STREAM B
TEMPORARY WETLAND IMPACT 4A
133 SF
BUFFER IMPACT 4B (20' ZONE 2)
418 SF
12 SF (5 LF)
TEMPORARY WETLAND IMPACT 4A
68 SF
TEMPORARY WETLAND IMPACT 4A
165 SF
BUFFER IMPACT 4A (20'
ZONE 2)
2798 SF
LIMITS OF DISTURBANCE
BUFFER IMPACT 4A (30' ZONE 1)
3999 SF (2349 SF IN WETLAND)
PROPOSED 15" RCP
PROPOSED
15" RCP
PROPOSED
15" RCP
BUFFER IMPACT 4B (30' ZONE 1)
215 SF (93 SF IN WETLAND)
PERMANENT WETLAND
IMPACT 4B
93 SF
PROPOSED (3) 48" RCP
@1.43% SLOPE
TEMPORARY STREAM IMPACT 4A
15 SF (5 LF)
HORIZ SCALE: 1"=20'
VERT SCALE: 1"=2
IMPACT 4 ROAD CROSSING PROFILE
280
285
290
295
300
280
285
290
295
300
285.7286.6286.4285.67286.63286.39-0+50 0+00 1+00 1+75
HORIZ SCALE: 1"=20'
VERT SCALE: 1"=2
IMPACT 4 SOUTHWEST WALL PROFILE
280
285
290
295
280
285
290
295
HORIZ SCALE: 1"=20'
VERT SCALE: 1"=2
IMPACT 4 NORTHEAST WALL PROFILE
280
285
290
295
280
285
290
295
287.0286.2-0+50 0+00 1+001+25 287.2287.2-0+50 0+00 1+00
EXISTING
GRADE
PROPOSED
GRADE
PROPOSED
GRADE
EXISTING
GRADE
PROPOSED
GRADE
EXISTING
GRADE93.58 LF OF (3) 48"
RCP
@1.08% SLOPE
(3) 48" RCP(3) 48" RCP NCDOT
HEADWALL
WETLAND & STREAM IMPACT LEGEND:
PERMANENT WETLANDS - GREEN
TEMPORARY WETLANDS - PURPLE
PERMANENT - NO PERMANENT LOSS WETLANDS - YELLOW
PERMANENT STREAM - RED
TEMPORARY STREAM - BLUE
BUFFER IMPACT AREA (30' ZONE 1)
BUFFER IMPACT AREA (20' ZONE 2)
BUFFER IMPACT AREA (50' ZONE 3)
LIMITS OF DISTRUBANCE
JOB NO.
SHEET NO.
SCALE
DESIGNED BY
CHECKED BYDATEDRAWN BY
DATEREVISION DESCRIPTIONYOUR VISION ACHIEVED THROUGH OURS.These plans and associated documents are the exclusive property of TIMMONS GROUP and may not be reproduced in whole or in part and shall not be used for any purpose whatsoever, inclusive, but notlimited to construction, bidding, and/or construction staking without the express written consent of TIMMONS GROUP.DOMINION ESTATES SUBDIVISIONCARY, WAKE COUNTY, NORTH CAROLINA395755410 Trinity Road, Suite 102 | Raleigh, NC 27607TEL [phone] FAX [phone] www.timmons.comTHIS DRAWING PREPARED AT THERALEIGH OFFICES. HEIN
S. HEIN
D. HOJSAN
03/14/2019
PRELIMINARY
FOR REVIEW AND REFERENCE ONLY
UTILITY CROSSING PROFILE - IMPACT 4CWI-1.15NAD 830
SCALE 1"=30'
60'30'
SS20' ZONE 2 BUFFER LINE
30' ZONE 1 BUFFER LINE
TEMPORARY STREAM IMPACT 5
87 SF (33 LF)
BUFFER IMPACT 5 (30' ZONE 1)
975 SF
BUFFER IMPACT 5 (20' ZONE 2)
639 SFBUFFER IMPACT 5 (30' ZONE 1)
1077 SF
BUFFER IMPACT 5 (20' ZONE 2)
1633 SF
LIMITS OF DISTURBANCE
WETLAND W12
PROPOSED 8" PVC
PROPOSED
36" RCP
PROPOSED 8" PVC
PROPOSED 36" RCP
STREAM B
HORIZ SCALE: 1"=20'
VERT SCALE: 1"=2
IMPACT 5 UTILITY CROSSING PROFILE
280
285
290
295
300
280
285
290
295
300
293.4293.1289.6290.6291.3-0+50 0+00 1+00 1+75
SS 9-8
163.78' OF
8" DIP
@ 0.67%
EXISTING GRADE
PROPOSED 8" DIP GRAVITY
SANITARY SEWER
WETLAND & STREAM IMPACT LEGEND:
PERMANENT WETLANDS - GREEN
TEMPORARY WETLANDS - PURPLE
PERMANENT - NO PERMANENT LOSS WETLANDS - YELLOW
PERMANENT STREAM - RED
TEMPORARY STREAM - BLUE
BUFFER IMPACT AREA (30' ZONE 1)
BUFFER IMPACT AREA (20' ZONE 2)
BUFFER IMPACT AREA (50' ZONE 3)
LIMITS OF DISTRUBANCE
JOB NO.
SHEET NO.
SCALE
DESIGNED BY
CHECKED BYDATEDRAWN BY
DATEREVISION DESCRIPTIONYOUR VISION ACHIEVED THROUGH OURS.These plans and associated documents are the exclusive property of TIMMONS GROUP and may not be reproduced in whole or in part and shall not be used for any purpose whatsoever, inclusive, but notlimited to construction, bidding, and/or construction staking without the express written consent of TIMMONS GROUP.DOMINION ESTATES SUBDIVISIONCARY, WAKE COUNTY, NORTH CAROLINA395755410 Trinity Road, Suite 102 | Raleigh, NC 27607TEL [phone] FAX [phone] www.timmons.comTHIS DRAWING PREPARED AT THERALEIGH OFFICES. HEIN
S. HEIN
D. HOJSAN
03/14/2019
PRELIMINARY
FOR REVIEW AND REFERENCE ONLY
UTILITY CROSSING PROFILE - IMPACT 5CWI-1.16NAD 830
SCALE 1"=30'
60'30'
30' TOC PUBLIC
UTILITY EASEMENT
BUFFER IMPACT 6 (30' ZONE 1)
1251 SF
BUFFER IMPACT 6 (20'
ZONE 2)
2466 SF
WETLAND W11
20' ZONE 2 BUFFER LINE
30' ZONE 1 BUFFER LINE
STREAM B
LIMITS OF DISTURBANCE
WETLAND W9
PROPOSED 8" PVC
STREAM C
WETLAND W10
HORIZ SCALE: 1"=20'
VERT SCALE: 1"=2
IMPACT 6 UTILITY CROSSING PROFILE
285
290
295
300
305
285
290
295
300
305
293.9294.0294.4295.9-0+50 0+00 1+00 1+75
SS 10-9
246.67' OF
8" Ductile Iron
@ 1.30%
EXISTING GRADE
PROPOSED 8" DIP GRAVITY
SANITARY SEWER WETLAND & STREAM IMPACT LEGEND:
PERMANENT WETLANDS - GREEN
TEMPORARY WETLANDS - PURPLE
PERMANENT - NO PERMANENT LOSS WETLANDS - YELLOW
PERMANENT STREAM - RED
TEMPORARY STREAM - BLUE
BUFFER IMPACT AREA (30' ZONE 1)
BUFFER IMPACT AREA (20' ZONE 2)
BUFFER IMPACT AREA (50' ZONE 3)
LIMITS OF DISTRUBANCE
JOB NO.
SHEET NO.
SCALE
DESIGNED BY
CHECKED BYDATEDRAWN BY
DATEREVISION DESCRIPTIONYOUR VISION ACHIEVED THROUGH OURS.These plans and associated documents are the exclusive property of TIMMONS GROUP and may not be reproduced in whole or in part and shall not be used for any purpose whatsoever, inclusive, but notlimited to construction, bidding, and/or construction staking without the express written consent of TIMMONS GROUP.DOMINION ESTATES SUBDIVISIONCARY, WAKE COUNTY, NORTH CAROLINA395755410 Trinity Road, Suite 102 | Raleigh, NC 27607TEL [phone] FAX [phone] www.timmons.comTHIS DRAWING PREPARED AT THERALEIGH OFFICES. HEIN
S. HEIN
D. HOJSAN
03/14/2019
PRELIMINARY
FOR REVIEW AND REFERENCE ONLY
UTILITY CROSSING PROFILE - IMPACT 6CWI-1.17NAD 830
SCALE 1"=30'
60'30'
SSSSANSANSAN
8''W
8''W
8''W
8''W
8'
'W
30' TOC
PUBLIC
UTILITY
EASEMENT
TEMPORARY WETLAND IMPACT 7B
293 SF
TEMPORARY WETLAND IMPACT 7A
158 SF
PERMANENT WETLAND IMPACT 7B
603 SF
BUFFER IMPACT 7A (20' ZONE 2)
1878 SF
TEMPORARY WETLAND IMPACT 7A
73 SF
BUFFER IMPACT 7A (30' ZONE 1)
2548 SF (180 SF IN WETLAND)
PERMANENT STREAM IMPACT 7A
226 SF (74 LF)
PERMANENT WETLAND IMPACT 7A
185 SF
TEMPORARY STREAM IMPACT 7A
13 SF (5 LF)
TEMPORARY WETLAND IMPACT 7A
51 SF
BUFFER IMPACT 7A (20' ZONE 2)
2397 SF
TEMPORARY WETLAND IMPACT 7A
66 SF
TEMPORARY STREAM IMPACT 7A
16 SF (4 LF)
PERMANENT WETLAND IMPACT 7A
108 SF
PERMANENT WETLAND IMPACT 7A
94 SF
WETLAND W11
20' ZONE 2 BUFFER LINE
30' ZONE 1 BUFFER LINE
STREAM B
LIMITS OF DISTURBANCE
BUFFER IMPACT 7A (30' ZONE 1)
2663 SF (115 SF IN WETLAND)
PERMANENT WETLAND IMPACT 7A
114 SF
WETLAND W8
WETLAND W7
PROPOSED 8" PVC
PROPOSED (3) 48" RCP
@1.08% SLOPE
PROPOSED 8" PVC
HORIZ SCALE: 1"=20'
VERT SCALE: 1"=2
IMPACT 7 ROAD CROSSING PROFILE
290
295
300
305
290
295
300
305
293.6294.4294.2-0+50 0+00 1+00 1+50
HORIZ SCALE: 1"=20'
VERT SCALE: 1"=2
IMPACT 7 SOUTH WALL PROFILE
290
295
300
305
290
295
300
305
HORIZ SCALE: 1"=20'
VERT SCALE: 1"=2
IMPACT 7 NORTH WALL PROFILE
290
295
300
305
290
295
300
305
292.9292.5293.5293.8-0+50 0+00 1+00 2+00 2+50 295.3294.8-0+50 0+00 1+00
EXISTING GRADE EXISTING GRADE
EXISTING GRADE
PROPOSED GRADE
PROPOSED GRADE
PROPOSED
GRADE(3) 48" RCP
70.00 LF OF (3)
48" RCP
@1.43%
SLOPE
(3) 48"
RCP
NCDOT HEADWALL
WETLAND & STREAM IMPACT LEGEND:
PERMANENT WETLANDS - GREEN
TEMPORARY WETLANDS - PURPLE
PERMANENT - NO PERMANENT LOSS WETLANDS - YELLOW
PERMANENT STREAM - RED
TEMPORARY STREAM - BLUE
BUFFER IMPACT AREA (30' ZONE 1)
BUFFER IMPACT AREA (20' ZONE 2)
BUFFER IMPACT AREA (50' ZONE 3)
LIMITS OF DISTRUBANCE
JOB NO.
SHEET NO.
SCALE
DESIGNED BY
CHECKED BYDATEDRAWN BY
DATEREVISION DESCRIPTIONYOUR VISION ACHIEVED THROUGH OURS.These plans and associated documents are the exclusive property of TIMMONS GROUP and may not be reproduced in whole or in part and shall not be used for any purpose whatsoever, inclusive, but notlimited to construction, bidding, and/or construction staking without the express written consent of TIMMONS GROUP.DOMINION ESTATES SUBDIVISIONCARY, WAKE COUNTY, NORTH CAROLINA395755410 Trinity Road, Suite 102 | Raleigh, NC 27607TEL [phone] FAX [phone] www.timmons.comTHIS DRAWING PREPARED AT THERALEIGH OFFICES. HEIN
S. HEIN
D. HOJSAN
03/14/2019
PRELIMINARY
FOR REVIEW AND REFERENCE ONLY
ROAD CROSSING PROFILE - IMPACT 7CWI-1.18NAD 830
SCALE 1"=30'
60'30'
SSAN30' TOC
PUBLIC
UTILITY
EASEMENT
PERMANENT - NO PERMANENT LOSS
WETLAND IMPACT 8
1,051 SF
LIMITS OF DISTURBANCE
WETLAND W7
PROPOSED 8" PVC
WETLAND W8
HORIZ SCALE: 1"=20'
VERT SCALE: 1"=2
IMPACT 8 UTILITY CROSSING PROFILE
280
285
290
295
300
305
280
285
290
295
300
305
298.3296.5294.8-0+50 0+00 1+00 1+50
SS 11-10
193.38' OF
8" PVC
@ 0.62%
EXISTING
GRADE
PROPOSED 8" PVC GRAVITY
SANITARY SEWER
WETLAND & STREAM IMPACT LEGEND:
PERMANENT WETLANDS - GREEN
TEMPORARY WETLANDS - PURPLE
PERMANENT - NO PERMANENT LOSS WETLANDS - YELLOW
PERMANENT STREAM - RED
TEMPORARY STREAM - BLUE
BUFFER IMPACT AREA (30' ZONE 1)
BUFFER IMPACT AREA (20' ZONE 2)
BUFFER IMPACT AREA (50' ZONE 3)
LIMITS OF DISTRUBANCE
JOB NO.
SHEET NO.
SCALE
DESIGNED BY
CHECKED BYDATEDRAWN BY
DATEREVISION DESCRIPTIONYOUR VISION ACHIEVED THROUGH OURS.These plans and associated documents are the exclusive property of TIMMONS GROUP and may not be reproduced in whole or in part and shall not be used for any purpose whatsoever, inclusive, but notlimited to construction, bidding, and/or construction staking without the express written consent of TIMMONS GROUP.DOMINION ESTATES SUBDIVISIONCARY, WAKE COUNTY, NORTH CAROLINA395755410 Trinity Road, Suite 102 | Raleigh, NC 27607TEL [phone] FAX [phone] www.timmons.comTHIS DRAWING PREPARED AT THERALEIGH OFFICES. HEIN
S. HEIN
D. HOJSAN
03/14/2019
PRELIMINARY
FOR REVIEW AND REFERENCE ONLY
UTILITY CROSSING PROFILE - IMPACT 8CWI-1.19NAD 830
SCALE 1"=30'
60'30'
S BUFFER IMPACT 9 (20' ZONE 2)
1566 SF
LIMITS OF DISTURBANCE
PROPOSED 8" PVC
WETLAND W2
WETLAND W1
HORIZ SCALE: 1"=20'
VERT SCALE: 1"=2
IMPACT 9 UTILITY CROSSING PROFILE
300
305
310
315
320
300
305
310
315
320
314.0313.2313.4-0+50 0+00 1+00 1+50
SS 27-26
291.35' OF
8" DIP
@ 1.00%
EXISTING
GRADE
PROPOSED 8" DIP GRAVITY
SANITARY SEWER
WETLAND & STREAM IMPACT LEGEND:
PERMANENT WETLANDS - GREEN
TEMPORARY WETLANDS - PURPLE
PERMANENT - NO PERMANENT LOSS WETLANDS - YELLOW
PERMANENT STREAM - RED
TEMPORARY STREAM - BLUE
BUFFER IMPACT AREA (30' ZONE 1)
BUFFER IMPACT AREA (20' ZONE 2)
BUFFER IMPACT AREA (50' ZONE 3)
LIMITS OF DISTRUBANCE
JOB NO.
SHEET NO.
SCALE
DESIGNED BY
CHECKED BYDATEDRAWN BY
DATEREVISION DESCRIPTIONYOUR VISION ACHIEVED THROUGH OURS.These plans and associated documents are the exclusive property of TIMMONS GROUP and may not be reproduced in whole or in part and shall not be used for any purpose whatsoever, inclusive, but notlimited to construction, bidding, and/or construction staking without the express written consent of TIMMONS GROUP.DOMINION ESTATES SUBDIVISIONCARY, WAKE COUNTY, NORTH CAROLINA395755410 Trinity Road, Suite 102 | Raleigh, NC 27607TEL [phone] FAX [phone] www.timmons.comTHIS DRAWING PREPARED AT THERALEIGH OFFICES. HEIN
S. HEIN
D. HOJSAN
03/14/2019
PRELIMINARY
FOR REVIEW AND REFERENCE ONLY
UTILITY CROSSING PROFILE - IMPACT 9CWI-1.20NAD 830
SCALE 1"=30'
60'30'
FM FM FM FM FM FM FM FM FM
30' TOC PUBLIC
UTILITY EASEMENT
TEMPORARY STREAM IMPACT 10
97 SF (32 LF)
BUFFER IMPACT 10 (30' ZONE 1)
977 SF
BUFFER IMPACT 10 (20' ZONE 2)
637 SF
BUFFER IMPACT 10 (20' ZONE 2)
606 SF
20' ZONE 2 BUFFER LINE
30' ZONE 1 BUFFER LINE
BUFFER IMPACT 10 (30' ZONE 1)
909 SF
LIMITS OF DISTURBANCE
WETLAND
W2
STREAM
WETLAND WC
HORIZ SCALE: 1"=20'
VERT SCALE: 1"=2
IMPACT 10 UTILITY CROSSING PROFILE
305
310
315
320
325
305
310
315
320
325
318.8314.6318.1-0+50 0+00 1+00 1+75
EXISTING
GRADE
PROPOSED 6"
FORCEMAN
WETLAND & STREAM IMPACT LEGEND:
PERMANENT WETLANDS - GREEN
TEMPORARY WETLANDS - PURPLE
PERMANENT - NO PERMANENT LOSS WETLANDS - YELLOW
PERMANENT STREAM - RED
TEMPORARY STREAM - BLUE
BUFFER IMPACT AREA (30' ZONE 1)
BUFFER IMPACT AREA (20' ZONE 2)
BUFFER IMPACT AREA (50' ZONE 3)
LIMITS OF DISTRUBANCE
JOB NO.
SHEET NO.
SCALE
DESIGNED BY
CHECKED BYDATEDRAWN BY
DATEREVISION DESCRIPTIONYOUR VISION ACHIEVED THROUGH OURS.These plans and associated documents are the exclusive property of TIMMONS GROUP and may not be reproduced in whole or in part and shall not be used for any purpose whatsoever, inclusive, but notlimited to construction, bidding, and/or construction staking without the express written consent of TIMMONS GROUP.DOMINION ESTATES SUBDIVISIONCARY, WAKE COUNTY, NORTH CAROLINA395755410 Trinity Road, Suite 102 | Raleigh, NC 27607TEL [phone] FAX [phone] www.timmons.comTHIS DRAWING PREPARED AT THERALEIGH OFFICES. HEIN
S. HEIN
D. HOJSAN
03/14/2019
PRELIMINARY
FOR REVIEW AND REFERENCE ONLY
UTILITY CROSSING PROFILE - IMPACT 10CWI-1.21NAD 830
SCALE 1"=30'
60'30'
F
M
F
M
FM
FM
FM FM FM FM FM FM
30' TOC PUBLIC
UTILITY EASEMENT
TEMPORARY STREAM IMPACT 11
90 SF (30 LF)
PERMANENT - NO PERMANENT LOSS
WETLAND IMPACT 11
175 SF
BUFFER IMPACT 11 (30' ZONE 1)
901 SF (175 SF IN WETLAND)
BUFFER IMPACT 11 (20' ZONE 2)
597 SF
PERMANENT - NO PERMANENT LOSS
WETLAND IMPACT 11
395 SF
BUFFER IMPACT 11 (30' ZONE 1)
(395 SF IN WETLAND) 900 SF
BUFFER IMPACT 11 (20' ZONE 2)
600 SF
20' ZONE 2 BUFFER LINE
30' ZONE 1 BUFFER LINE
LIMITS OF
DISTURBANCE
WETLAND WA & WB
STREAM
HORIZ SCALE: 1"=20'
VERT SCALE: 1"=2
IMPACT 11 UTILITY CROSSING PROFILE
300
305
310
315
320
300
305
310
315
320
312.4309.9311.4-0+50 0+00 1+00 1+50
PROPOSED 6"
FORCEMAN
EXISTING
GRADE
WETLAND & STREAM IMPACT LEGEND:
PERMANENT WETLANDS - GREEN
TEMPORARY WETLANDS - PURPLE
PERMANENT - NO PERMANENT LOSS WETLANDS - YELLOW
PERMANENT STREAM - RED
TEMPORARY STREAM - BLUE
BUFFER IMPACT AREA (30' ZONE 1)
BUFFER IMPACT AREA (20' ZONE 2)
BUFFER IMPACT AREA (50' ZONE 3)
LIMITS OF DISTRUBANCE
JOB NO.
SHEET NO.
SCALE
DESIGNED BY
CHECKED BYDATEDRAWN BY
DATEREVISION DESCRIPTIONYOUR VISION ACHIEVED THROUGH OURS.These plans and associated documents are the exclusive property of TIMMONS GROUP and may not be reproduced in whole or in part and shall not be used for any purpose whatsoever, inclusive, but notlimited to construction, bidding, and/or construction staking without the express written consent of TIMMONS GROUP.DOMINION ESTATES SUBDIVISIONCARY, WAKE COUNTY, NORTH CAROLINA395755410 Trinity Road, Suite 102 | Raleigh, NC 27607TEL [phone] FAX [phone] www.timmons.comTHIS DRAWING PREPARED AT THERALEIGH OFFICES. HEIN
S. HEIN
D. HOJSAN
03/14/2019
PRELIMINARY
FOR REVIEW AND REFERENCE ONLY
UTILITY CROSSING PROFILE - IMPACT 11CWI-1.22NAD 830
SCALE 1"=30'
60'30'
JOB NO.
SHEET NO.
SCALE
DESIGNED BY
CHECKED BYDATEDRAWN BY
DATEREVISION DESCRIPTIONYOUR VISION ACHIEVED THROUGH OURS.These plans and associated documents are the exclusive property of TIMMONS GROUP and may not be reproduced in whole or in part and shall not be used for any purpose whatsoever, inclusive, but notlimited to construction, bidding, and/or construction staking without the express written consent of TIMMONS GROUP.DOMINION ESTATES SUBDIVISIONCARY, WAKE COUNTY, NORTH CAROLINA39575

  5410 Trinity Road, Suite 102 | Raleigh, NC 27607TEL [phone] FAX [phone] www.timmons.comTHIS DRAWING PREPARED AT THERALEIGH OFFICES. HEIN
S. HEIN
D. HOJSAN
03/14/2019
PRELIMINARY
FOR REVIEW AND REFERENCE ONLY
TOWN OF CARY STREAM CROSSING DETAILSCWI-2.1
NOTES:
1)ENSURE THAT ALL CULVERTS COMPLY WITH THE FOLLOWING NWP AND GENERAL CERTIFICATION CONDITIONS:
A.CULVERTS WITH A DIAMETER GREATER THAN 48” SHOULD BE BURIED BELOW THE STREAM BED BY 1 LF
B.FOR CULVERTS ≤48” IN DIAMETER, THE CULVERTS SHOULD BE BURIED 20%. THIS IS TO ALLOW FOR AQUATIC LIFE PASSAGE.
C.CULVERTS SHOULD BE DESIGNED AND INSTALLED IN A MANNER THAT THE ORIGINAL STREAM PROFILES ARE NOT ALTERED AND ALLOW FOR AQUATIC LIFE PASSAGE
MOVEMENT DURING LOW FLOWS.
D.THE DIMENSION, PATTERN AND PROFILE OF THE STREAM ABOVE AND BELOW A CULVERT SHALL NOT BE MODIFIED BY WIDENING THE STREAM CHANNEL OR BY REDUCING THE
DEPTH OF THE STREAM IN CONNECTION WITH THE CONSTRUCTION ACTIVITY.
E.THE WIDTH, HEIGHT AND GRADIENT OF A PROPOSED CULVERT SHALL BE SUCH AS TO PASS THE AVERAGE HISTORICAL LOW FLOW AND SPRING FLOW W/O ADVERSELY
ALTERING FLOW VELOCITY.
F.IF MULTIPLE CULVERTS ARE REQUIRED, THEY SHALL BE DESIGNED TO MIMIC THE EXISTING STREAM CROSS SECTION AS CLOSELY AS POSSIBLE INCLUDING CULVERTS/PIPES
AT FLOODPLAIN ELEVATION AND/OR SILLS WHERE APPROPRIATE. WIDENING THE STREAM CHANNEL SHALL BE AVOIDED.
�BOARDWALK SECTION
u
SCALE. %" = 9'-0"
(4) #1 OX2V SIMPSON QUICK
SCREWS OR EQUIV.
TYPICAL RA.IPOST CONNECTION 4X6 POST
TOENAIL EACH
END OF 4X4
RAILING TO POST
WITH (4)160 NAILS
(2) 2X12 OUTER BAND
(2) 2X12 GIRDER
PT6X6 PILE
F AL �EOTION
SALE a/4°=91e®n
(2)2
PT4X6
PT
(3) - 1 O
EACI
0o pLAN dDCE�/
S 3ALIEe
REVISION
GENAPAENOTES:
IUENEI.AL: ALL IMOTES A�'E FOP
SUPPI.FI�IENTING THF PLANS AND
SP'ECIEICATIONS AND ARE IN NOO WAY
TO E�E CONSIDFREDD AS EXC LU DDING ANY
I l E ISI I N T H E ISI .
1 Ah Ll Lll�) TD GLI -ESSURE TREATED
S011llil RN YI 1110]A� PINI_. .SYP
GElAIIS: NO. I OIC HIIUHEI
�. r-�r�r�Ef�vATlvr I-�r�Es.=,lli�r
TREAT -HENT TD E_ -=-'E IN ACL; LII�C�)ANL:E
WITH AW PA .STANDARD M•1 -OG> k U 1-007
A MID iuILLI IIIL I OLLOVA/ING
RCLRJUIREi�lEN�S:
DLI.:KING. I LANDFALLS AND JfLISTS:
I -'LI �-I- a I-'ILFS: LICIA
-. ALL FlASTEN EFS AND HFANGEFS TIL
GL f ILII DII"I"CID GALVANILEID AI- A
f0 I N I iul U f1
�F. FA SILN JOIS-1- I-iANGCFS PLF
I�IANUFACTUREf2S Sf-'ECIFICATIONS:
;,1. l Ow COO NII�IOIv1 NAILS TD JOIST
'1 1118 ! > C; OO lul NI LIN NAILS [ IBJ G E A Irl
S. DE. -MCN Cf�'ITE121A I-'Ef� AA�_':I-iTOO:
I IVI LOAD: �
DEAo LIaAD: zII I-'�,F
�I��ow EOAo: I �� I -ASF
V1'IND SPECD: 1 DD yI PIi
HORIZONTAL WIND: :�S PSF
VLfiIULL LLAID: ��LLO LGS
_ f"I�DV/IDL SDLID L'-�LD CKINU ULIWCLN
,IOLSTS AT POST LD CATIONS
'/. ECONOMIC SUES I I I U I LS iuIUST OE
Af"I-'I�LIVED GY
IMF
=s
OF RECLIRD
i�l N i�l U iul PI L L I-' L N L I I A I O N S f IAL L
EE I O. SIZE ANDD RENETI�ATION AFE
SI_IBJ EI;T TO IuIOC��I FICATION CAS EU_J GIN
FECOON1NlENDDW\TION OOF GEOOTECHNICI^VL
REPORT PE_R 1
'J. .SITE '�OOIL PFOPEI�IIES AF-�E
ASSUMED T O SUf-'I-'OI�T FOUNCD)ATION
EOADs. cuNTFACTOF SHAEL 1-�1-�ovloE
GEOTECHNICAL REf"ORT EY
PFOEEssIONAL ENGINEEF INOIc�-.TING
SOIL f"ROf"ERTIES ARE SUI I ICIENT TLI
jUl-'I-'OI2I ALL LO!•\DS.
CONTRACTLR TO f-'ROOVIDE -� X� AI I.
WEATHER PLA41IE \KITH THF FOI I O. `.I `, Ir
DD ES IGNATI OO NS'
��IA li IUlul I SI DDE T'LL,.R \'VI DDTIi �=-D .
yIAxII�IUII vLrilEUL�vF LLAo ■O_��_
I LIV','i�� OF LkV12Y NOTES:
AI I HORI7ONTAL NIEi�iF7FRS OF
GOD ARDA','iALK SHALL Z-11 CLCVATE DD AT
ziltallizitwilzil•VGONE THU C'� YLAF -LDDID
LEVEL AND y11N �1 A,GD_VE NIDRhIAL
UNMOOR"
R FI ENATION
CivIGIh!CCR DE RCCOO RDD EDR BRIDGC /-. KI DD
GOiAFIDWALK DESIGNS ,HALL P'I�LVIIDE
SEALED CERTIFICATION TO TOWN OF
GARY PRIOR TO TOWN'S AcCEPTANCG OF
2IRUCIUREL,. INDICATING THAT BRIDGE
r,ND BOARDWALKS SEPARATELY ALL
,ABUTMENTS, AND AFFROiACI ICS V'.'CRE
DON_ I RUCIEDD IN ACCORDANCE WITH
H
!SEAL ED PLANS
ANY CHANGES TO BRIDGE AND
GOARDA':'ALKS WILL REQUIRE A SITE SUB
PLAN! AMENDMENT
W m
EL W
W
Z
E3 N
Z
Z N
13 Z N�
0 Q IW mO) C
W NNN p
7 FU(0 2
0 U U1ZN Q
Q Q y
63
7 [A ¢ z O O
W d < 2
U 03 3
Z N
W E m
3 a
DRAWING TITLE
GENERAL NOTES
PLANS & DETAILS
DRAWN BY: JRR
CHECKED BY: JRR
SCALE: AS SHOWN
DATE: 05.07.19
'ROJECT SHEET
SBO19163 S 1
2XS PT TOP PLATE @ 30°
4X6 PT PDST @ 6'-D' DC
4' MAX
2X6 PT HORIZ.
a'_6•
2X1 2 PT JOIST RAILING
@12-13C MAX
I
(3) - 1 DD NAILS SPACED
EQUALLY FROM TO TO
2X6 PT 'CARRIAGE
BOTTOM OF BEAM
PLANKING BOLTS
(2)2X12 PT
GIRDER
S' MAX. SPACING
u
SOLID
BLOCKING
(2) YO' GALVANIZED
@ HANDRAIL
THRU BOLTS
6X6 PT TIMBER
iTiui ii—iii — iii
PILE@10'-O'OC
�BOARDWALK SECTION
u
SCALE. %" = 9'-0"
(4) #1 OX2V SIMPSON QUICK
SCREWS OR EQUIV.
TYPICAL RA.IPOST CONNECTION 4X6 POST
TOENAIL EACH
END OF 4X4
RAILING TO POST
WITH (4)160 NAILS
(2) 2X12 OUTER BAND
(2) 2X12 GIRDER
PT6X6 PILE
F AL �EOTION
SALE a/4°=91e®n
(2)2
PT4X6
PT
(3) - 1 O
EACI
0o pLAN dDCE�/
S 3ALIEe
REVISION
GENAPAENOTES:
IUENEI.AL: ALL IMOTES A�'E FOP
SUPPI.FI�IENTING THF PLANS AND
SP'ECIEICATIONS AND ARE IN NOO WAY
TO E�E CONSIDFREDD AS EXC LU DDING ANY
I l E ISI I N T H E ISI .
1 Ah Ll Lll�) TD GLI -ESSURE TREATED
S011llil RN YI 1110]A� PINI_. .SYP
GElAIIS: NO. I OIC HIIUHEI
�. r-�r�r�Ef�vATlvr I-�r�Es.=,lli�r
TREAT -HENT TD E_ -=-'E IN ACL; LII�C�)ANL:E
WITH AW PA .STANDARD M•1 -OG> k U 1-007
A MID iuILLI IIIL I OLLOVA/ING
RCLRJUIREi�lEN�S:
DLI.:KING. I LANDFALLS AND JfLISTS:
I -'LI �-I- a I-'ILFS: LICIA
-. ALL FlASTEN EFS AND HFANGEFS TIL
GL f ILII DII"I"CID GALVANILEID AI- A
f0 I N I iul U f1
�F. FA SILN JOIS-1- I-iANGCFS PLF
I�IANUFACTUREf2S Sf-'ECIFICATIONS:
;,1. l Ow COO NII�IOIv1 NAILS TD JOIST
'1 1118 ! > C; OO lul NI LIN NAILS [ IBJ G E A Irl
S. DE. -MCN Cf�'ITE121A I-'Ef� AA�_':I-iTOO:
I IVI LOAD: �
DEAo LIaAD: zII I-'�,F
�I��ow EOAo: I �� I -ASF
V1'IND SPECD: 1 DD yI PIi
HORIZONTAL WIND: :�S PSF
VLfiIULL LLAID: ��LLO LGS
_ f"I�DV/IDL SDLID L'-�LD CKINU ULIWCLN
,IOLSTS AT POST LD CATIONS
'/. ECONOMIC SUES I I I U I LS iuIUST OE
Af"I-'I�LIVED GY
IMF
=s
OF RECLIRD
i�l N i�l U iul PI L L I-' L N L I I A I O N S f IAL L
EE I O. SIZE ANDD RENETI�ATION AFE
SI_IBJ EI;T TO IuIOC��I FICATION CAS EU_J GIN
FECOON1NlENDDW\TION OOF GEOOTECHNICI^VL
REPORT PE_R 1
'J. .SITE '�OOIL PFOPEI�IIES AF-�E
ASSUMED T O SUf-'I-'OI�T FOUNCD)ATION
EOADs. cuNTFACTOF SHAEL 1-�1-�ovloE
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DRAWING TITLE
GENERAL NOTES
PLANS & DETAILS
DRAWN BY: JRR
CHECKED BY: JRR
SCALE: AS SHOWN
DATE: 05.07.19
'ROJECT SHEET
SBO19163 S 1

i
Water Resources
ENVIRONMENTAL QUALITY
y�
To: See Attachment A
December 18, 2017
ROY COOPER
Governor
i
MICHAEL S. REGAN
Secretiny
LINDA CULPEPPER
Interim
Director'.
Subject: Buffer Determination Letter
' RRO #17-405
I Wake County
Determination Type:
Buffer
Intermittent/Perennial
Neuse ('15A NCAC 2B .0233) .
❑ Tar -Pamlico (15A NCAC 213 .0259)
® Intermittent/Perennial Determination (where local buffer
ordinances apply)
® Jordan (15A NCAC 2B,.0267)
(governmental and/or, interjurisdictional
D I X ''Flag 40B
projects)
Project Name: Green Level West Assemblage
Address/Location: Green Level West and White Oak Church Road
Stream(s): White Oak Creek
Determination Date: 12/18/2017 Staff: 'Rick Trone
*E/I/P=Ephemeral/Intermittent/Perennial
Explanation: The features(s) listed above has been located on the most recent published NRC,S Soil Survey of Wake
County, North.Carolina and/or the, most recent copy of the USES Topographic map at a 1:24,000 scale. Each
feature that is checked "Not Subject" has been determined io not beat least intermittent oris not present. Streams
that are checked "Subject" have been located on the'property and possess characteristics that qualify it to be at least
an intermittent stream. There may be other features, located on the'property that do'not show up on the maps
referenced above but may be considered jurisdictional according to.the'US Army. Corps of Engineers.
Division of Water Resources, Raleigh Regional Office, Water Quality Operations Section http://portal.ncdenr.org/web/wq/aps !
1628 Mail Service Center, Raleigh, NC 27699-1624 Phone:, (.9,19).791-4200 I
Location: 3800 Barrett Drive, Raleigh, NC 27609 Fax: (919)•788-7159
Feature E/I/P* Not Subject Subject. Start@
Stop@ . Soil USGS
Survey To o
A I X Throughout ✓ ✓
B I X l Off Pro rty
Flag 130i ✓
D I X ''Flag 40B
Off Property ✓
*E/I/P=Ephemeral/Intermittent/Perennial
Explanation: The features(s) listed above has been located on the most recent published NRC,S Soil Survey of Wake
County, North.Carolina and/or the, most recent copy of the USES Topographic map at a 1:24,000 scale. Each
feature that is checked "Not Subject" has been determined io not beat least intermittent oris not present. Streams
that are checked "Subject" have been located on the'property and possess characteristics that qualify it to be at least
an intermittent stream. There may be other features, located on the'property that do'not show up on the maps
referenced above but may be considered jurisdictional according to.the'US Army. Corps of Engineers.
Division of Water Resources, Raleigh Regional Office, Water Quality Operations Section http://portal.ncdenr.org/web/wq/aps !
1628 Mail Service Center, Raleigh, NC 27699-1624 Phone:, (.9,19).791-4200 I
Location: 3800 Barrett Drive, Raleigh, NC 27609 Fax: (919)•788-7159

This on-site determination shall expire five (5) years from the date of this letter. Landowners or affected
parties that dispute a determination made by the DWR may request a determination by the Director. An
appeal request must be made within sixty (60) days of date of this letter. A request for a determination by the
Director shall be referred to the Director in writing. If sending via US Postal Service: c/o Karen Higgins;
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 27604.
This determination is final and binding unless, as detailed above, an appeal is requested within sixty (60)
days.
This project may require a Section 404/401 Permit for the proposed activity. Any inquiries should be
directed to the US Army Corp of Engineers (Raleigh Regulatory Field Office) at (919)-554-4884.
If you have questions regarding this determination, please feel free to contact Rick Trone at [phone], or by
email at rick.trone@ncdenngov
a
7 0�_:
Danny Smith
Supervisor, Water Quality Regional Operations Center
cc: RRO DWR File Copy
Steven Ball, S&EC (via laserfiche hyperlink)

Attachment A
Name Address Pin
Bertha C. Hatley Heirs c/o Nine 55 Sallie Dr. Smithfield, NC 723267873
Hatley 27577
Edward Hatley 4136 Green Level West Rd. 723269900
Apex, NC 27523
Wilton A Williams Jr. 4133 Maple Springs Dr. 723277765
Apex, NC 27523
Claudia Smith Horton 4132 Maple Springs Dr. 723287150
Apex, NC 27523
Barry R. Knapp 4124 Green Level West Rd. 723370201, 723375430
Apex, NC 27523
Joel Daughtridge 1713 White Oak Church Rd. 723370751
Apex, NC 27523
Johnny Michael Sanders 4128 Maple Springs Dr. 723370979
Apex, NC 27523
Marcia A. Coleman PO BOX 1073 723372698
Apex, NC 27523
Thomas Gerard Cloer Sr. 7617 Secluded Acres Rd. 723374182
Apex, NC 27523
Nerendra Reddy Meka 1708 Corwith Dr. 723377141
Morrisville, NC 27560
Green Level West Assemblage
Wake County, NC-DWR Project # 17-405
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NRCS Soil Survey Sheet 55 c0 STATE,
Wake Co,NC 1970 A
r b
1%
Locations are approximate
Legend:S , '_ m and are provided for referAt
4 C ence only::
project boundary 4.., - x_
Green Level West Assemblage
Wake County, NC-DWR Project # 17-405
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Green Level Quadrangle 2016 1:"(""7 A,Locations are approximate
Legend: C.. and are provided for refer-
V,. o' '',:.
L1
ence only::RIProjectboundary4*
Qtwo v0P.''
NC DWQ Stream Identification Form Version 4.11 e(v''CUrt, (----
Date:I a -IK- ,'1 Project/Site: (Dr"' L'WL S/ Latitude:
Evaluator: -i 6rA4 County: U.1A\.L2 Longitude:
Total Points: Stream Determination(circle one) Other
Stream is at least intermittent J.) l
ifs 19 or perennial if i 30" l
Ephemeral ltffermittlpt Perennial e.g.Quad Name:
J
A. Geomorphology (Subtotal = 11 S ) Absent Weak Moderate Strong
1 a.Continuity of channel bed and bank 0 1 2 0
2.Sinuosity of channel along thalweg 0 0 2 3
3.In-channel structure:ex.riffle-pool,step-pool, 0 1 U 3
ripple-pool sequence 1
4.Particle size of stream substrate 0 2 3
5.Active/relict floodplain 0 07 3
6.Depositional bars or benches 0 1 6 3
7.Recent alluvial deposits 0 1 1 3
8. Headcuts 1 2 3
9.Grade control 0.5 1 1.5
10.Natural valley 0 _ 0.5 1 1.5
11.Second or greater order channel clo Yes=3
a
artificial ditches are not rated;see discussio,in manual
B. Hydrology (Subtotal= 6 )
12.Presence of Baseflow 0 1 2) 3
13.Iron oxidizing bacteria 0 1 2 3)
14.Leaf litter 1.5 1 0
15.Sediment on plants or debris e 0.5 1 1.5
16.Organic debris lines or piles 0 CO 1 1.5
17.Soil-based evidence of high{water table? I Yes=3
C. Biology (Subtotal= \c2 )
18.Fibrous roots in streambed 3 2 1 0
19.Rooted upland plants in streambed 2 1 0
20.Macrobenthos(note diversity and abundance) t 1 2 3
21.Aquatic Mollusks 1 2 3
22.Fish 0.5 1 1.5
23.Crayfish 0.5 1 1.5
24.Amphibians 0.5 1 1.5
25.Algae 0 0.5 1 ,1 1.5
26.Wetland plants in streambed FACW=0.75; OBL= 1.5 diltb r=0
perennial streams may also be identified using other methods.See p.35 of manual.
Notes:
Sketch:
d O'l
NC DWQ Stream Identification Form Version 4.11
Date: /).. -
I
t k-_ (1 Project/Site: (1
rs,\-
Latitude:
Evaluator: - ^ County: f Longitude:
Total Points: Stream Deter..'- •n(circle one) Other
Stream is at least intermittent s"- Ephemeral I - mit 'nt Perennial e.g.Quad Name:
if>_19 or perennial if>_30* o
A. Geomorphology (Subtotal= f l ) Absent Weak Moderate Strong
la.
Continuity of channel bed and bank 0 C1 2 3
2.Sinuosity of channel along thalweg 0 0 2 3
3. In-channel structure:ex.riffle-pool,step-pool, 0 2 3
ripple-pool sequence
4. Particle size of stream substrate 0 2 3
5.Active/relict floodplain 0 1 V 3
6.Depositional bars or benches 0 2 3
7. Recent alluvial deposits 0 1 3
8. Headcuts 1 1 3
9.Grade control G'u 0.5 1 1.5
10.Natural valley 0 0.5 t 1.5
11.Second or greater order channel No=0 Ys 3
a artificial ditches are not rated;see discussions in manual
B. Hydrology (Subtotal = f 1 )
12.Presence of Baseflow 1 2 3
13. Iron oxidizing bacteria 1 2 3
14.Leaf litter 1 0.5 0
15.Sediment on plants or debris 0 0.5 1.5
16.Organic debris lines or piles 0 0.5 1.5
17.Soil-based evidence of high water table? No=0
C. Biology (Subtotal =
18. Fibrous roots in streambed 3 2 1 tj
19. Rooted upland plants in streambed fi7 2 1 0
20. Macrobenthos(note diversity and abundance) 1 2 3
21.Aquatic Mollusks 1 2 3
22. Fish 0.5 1 1.5
23.Crayfish 6 0.5 1 1.5
24.Amphibians M 0.5 1 1.5
25.Algae 0 0.5 1 1.5
26.Wetland plants in streambed FACW=0.75; OBL= 1.5 Other 0
perennial streams may also be identified using other methods.See p.35 of manual.
Notes:
Sketch:
NC DWQ Stream Identification Form Version 4.11 f(471" Ute- 3 NerAr 6 i(t_ L o.k (")th'S--
Date: 11_ Or- (-) Project/Site: ('L L L..r S
Latitude:
Evaluator: wr-t.County:A\LA. Longitude:
Total Points: Stream Determination(circle one) Other
Stream is at least intermittent •1 Ephemeral nt Perennial e.g. Quad Name:
if a 19 or perennial if z 30' C
A. Geomorphology (Subtotal = Absent Weak Moderate Strong
1 a.Continuity of channel bed and bank 0 1 2 3
2.Sinuosity of channel along thalweg 0 V .__. .
2 3'
3.In-channel structure:ex.riffle-pool,step-pool, 0 1 3
ripple-pool sequence
4.Particle size of stream substrate 0 1 3
5.Active/relict floodplain 0 0 2 3
6.Depositional bars or benches 00 1, 2 3
7.Recent alluvial deposits 0 1 2) 3
8. Headcuts 1 2 3
9.Grade control 0 0.5 1 1.5
10.Natural valley 0 0.5 14) 1.5 s
11.Second or greater order channel No=0 Yes=3
a artificial ditches are not rated;see discussions in manual
B. Hydrology (Subtotal = ) • )
12.Presence of Baseflow 0 1 3
13. Iron oxidizing bacteria 1 2 3
14.Leaf litter 1.5 0 0.5 0
15.Sediment on plants or debris 19 0_5 1 1.5
16.Organic debris lines or piles 0 1y....„...)
1.5
17.Soil-based evidence of high water table? No=0 es
C. Biology (Subtotal = S . ) M
18.Fibrous roots in streambed 20 1 0
19. Rooted upland plants in streambed frb 1 0
20.Macrobenthos(note diversity and abundance) 1 2 3
21.Aquatic Mollusks 0 1 2 3
22.Fish b 0.5 1 1.5
23.Crayfish 0 0.5 1 1.5
24.Amphibians Co 0.5 1 1.5
25.Algae C9 0.5 1 1.5
26.Wetland plants in streambed FACW=0.75; OBLcS3 Other=0
perennial streams may also be identified using other methods.See p.35 of manual.
Notes:
Sketch:
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4332306348346334SHEET FLOW100LF @ 1.00%SHALLOW FLOW150LF @ 8.00%CHANNEL FLOW2050LF @ 2.50%281287323332335DA 2.1SCM#1DA 2.1SCM#2DA 2.1HATCHEDAREABYPASSESPONDHATCHEDAREABYPASSESPONDSHEET FLOW100LF @ 2.00%SHALLOW FLOW150LF @ 9.00%CHANNEL FLOW900LF @ 4.00%JOB NO.SHEET NO.SCALEDESIGNED BYCHECKED BYDATE
DRAWN BYDATEREVISION DESCRIPTION
YOUR VISION ACHIEVED THROUGH OURS.
These plans and associated documents are the exclusive property of TIMMONS GROUP and may not be reproduced in whole or in part and shall not be used for any purpose whatsoever, inclusive, but not
limited to construction, bidding, and/or construction staking without the express written consent of TIMMONS GROUP.
5410 Trinity Road, Suite 102 | Raleigh, NC 27607
TEL [phone] FAX [phone] www.timmons.com
THIS DRAWING PREPARED AT THE
RALEIGH OFFICE
NORTH CAROLINA LICENSE NO. C-1652
C:\Users\ben.williams\Documents\_My Projects\Timmons\Green Level\DWG\39575C-SPDRAN.dwg | Plotted by Ben Williams
12/10/2017GREEN LEVEL WEST ASSEMBLAGE
CARY - WAKE COUNTY - NORTH CAROLINA39575 PER PLAN0SCALE 1"=200'400'200'NAD 83
C30.4DRAINAGE AREAS TO PONDS 331JBWJFC
fires
Environmental Banc & Exchange, LLC Stream and Wetland Banks
Statement of Availability August 20, 2019
U.S. Army Corps of Engineers
James Lastinger
Raleigh Regulatory Field Office
3331 Heritage Trade Center, Suite 105
Wake Forest, NC 27587
Re Project: Dominion Estates
This document confirms that the DR Horton-Terramor, LLC (Applicant) for the Dominion Estates
(Project) has expressed an interest to utilize 187.00 Stream Mitigation Credits from the EBX sponsored
RES Cape Fear 02 Umbrella Mitigation Bank, specifically 187.00 stream credits from the Dairyland Site,
in the Cape Fear HUC 03030002. As the official Bank Sponsor, Environmental Banc & Exchange, LLC,
attests to the fact that mitigation is available for reservation at this time.
These mitigation credits are not considered secured, and consequently are eligible to be used for alternate
purposes by the Bank Sponsor, until payment in full is received from the Applicant resulting in the
issuance of a Mitigation Credit Transfer Certificate by the bank acknowledging that the Applicant has
fully secured credits from the bank and the Banker has accepted full responsibility for the mitigation
obligation requiring the credits/units.
The Banker will issue the Mitigation Credit Transfer Certificate within three (3) days of receipt of the
purchase price. Banker shall provide to Applicant a copy of the Mitigation Credit Transfer Certificate and
a documented copy of the debit of credits from the Bank Official Credit Ledger(s), indicating the permit
number and the resource type secured by the applicant. A copy of the Mitigation Credit Transfer
Certificate, with an updated Official Credit Ledger will also be sent to regulatory agencies showing the
proper documentation.
If any questions need to be answered, please contact me at 919-209-1075.
Best Regards,
Caitlan B. Parker
Resource Environmental Solutions, LLC
302 Jefferson Street, Suite 110
Raleigh, NC 27605