20180672 Ver 1_401 Application_20180518

2018067'2
Soil & Environmental Consultants, PA
8412 Falls of Neuse Road, Suite 104, Raleigh, NC 27615 • Phone: [phone] • Fax: [phone]
sandec.com
To: US Army Corps of Engineers
Raleigh Regulatory Field Office
Attn: James Lastinger
3331 Heritage Trade Drive, Suite 105
Wake Forest, NC 27587
From: Deborah E. Shirley
Soil & Environmental Consultants, PA
Re: Stonecreek
Fuquay-Varina, Wake County, NC
May 16, 2018
S&EC Project # 13054.W6
NC DWR, 401 & Buffer Permitting Unit
Attn: Karen Higgins
Archdale Building — gth Floor
512 North Salisbury Street
Raleigh, NC 27604
On behalf of the applicant, Pulte Home Company, LLC (Attn: Chris Raughley) please find attached a
complete application and supplemental information requesting written concurrence from the U.S. Army
Corps of Engineers and the N. C. Division of Water Resources (NCDWR) that the activities proposed
below may proceed under Nationwide Permits 29 and Water Quality Certifications 4139, in addition to a
no practical alternatives review. Please contact me at [phone] if you have any questions or
require additional information.
PROJECT SUMMARY
Project Name
Stonecreek
Project Type
Residential Development
Owner / Applicant
Pulte Home Company, LLC
County
Wake
Nearest Town
Fu ua-Varina
Waterbody Name
UT to Middle Creek
Basin
Neuse
Index Number
27-43-15-(4)
Class
C; NSW
IMPACT SUMMARY
Stream Impact (acres):
0.006
Wetland Impact (acres):
0.297
Open Water Impact (acres):
0
Total Impact to Waters of the U.S. (acres)
0.303
Total Stream Impact (linear feet):
40
Attachments:
Pre -construction Notification (PCN) Application Form
Agent Authorization Form
USGS Topographic Map
NRCS Soil Survey Map
Neuse Buffer Determination Letter nBRRO #17-13
RES Statement of Availability letters
Existing Condition s-CWI-1.0 — CWI-1.3
Overall Site Plan-CWI-1.4 — CWI-1.7
Wetland & Stream Impacts-CWI-1.8 — CWI-1.1.13
NCDWR ONLY:
$570 Application Fee
Stormwater Drainage Area Map

o�O� wAT�9oG
1 1 > y
Office Use Only:
Corps action ID no.
DWQ project no.
Form Version 1.3 Dec 10 2008
Page 1 of 13
PCN Form —Version 1.3 December 10, 2008 Version
Pre -Construction Notification (PCN) Form
A.
Applicant Information
1.
Processing
1a.
Type(s) of approval sought from the
Corps:
®Section 404 Permit ❑Section 10 Permit
1 b. Specify Nationwide Permit (NWP) number: 29 or General Permit (GP) number: N/A
1 c.
Has the NWP or GP number been verified by the Corps?
® Yes
❑ No
1 d.
Type(s) of approval sought from the DWQ (check all that apply):
® 401 Water Quality Certification — Regular ❑ Non -404 Jurisdictional General Permit
❑ 401 Water Quality Certification — Express ® Riparian Buffer Authorization
1 e.
Is this notification solely for the record
because written approval is not required?
For the record only for DWQ 401
Certification:
❑ Yes ® No
For the record only for Corps Permit:
❑ Yes ® No
1f.
Is payment into a mitigation bank or in -lieu fee program proposed for mitigation
of impacts? If so, attach the acceptance letter from mitigation bank or in -lieu
fee program.
® Yes
❑ No
1 g.
Is the project located in any of NC's twenty coastal counties. If yes, answer 1 h
below.
❑ Yes
® No
1h.
Is the project located within a NC DCM Area of Environmental Concern (AEC)?
❑ Yes
® No
2.
Project Information
2a.
Name of project:
Stonecreek
2b.
County:
Wake
2c.
Nearest municipality /town:
Fuquay-Varina
2d.
Subdivision name:
Stonecreek
2e.
NCDOT only, T.I.P. or state
project no:
N/A
3.
Owner Information
3a.
Name(s) on Recorded Deed:
Carl Edwin Falco
3b.
Deed Book and Page No.
D.B.; 16896; Pg. 1119
3c.
Responsible Party (for LLC if
applicable):
3d.
Street address:
7829 Saint Annes Way
3e.
City, state, zip:
Fuquay-Varina, NC 27526
3f.
Telephone no.:
919-215-9227
3g.
Fax no.:
N/A
3h.
Email address:
N/A
Page 1 of 13
PCN Form —Version 1.3 December 10, 2008 Version

4. Applicant Information (if different from owner)
4a. Applicant is:
❑ Agent ® Other, specify: Owner-please send correspondence to Agent and
Applicant
4b. Name:
Chris Raughley
4c. Business name
(if applicable):
Pulte Home Company, LLC
4d. Street address:
1225 Crescent Green Drive, Ste. 250
4e. City, state, zip:
Cary, NC 27518
4f. Telephone no.:
919-816-1161
4g. Fax no.:
N/A
4h. Email address:
Chris.Raugh1ey0Pu1teGroUUom
5. Agent/Consultant Information (if applicable)
5a. Name:
Deborah Edwards Shirley
5b. Business name
(if applicable):
Soil & Environmental Consultants, PA
5c. Street address:
8412 Falls of Neuse Road, Ste. 104
5d. City, state, zip:
Raleigh, NC 27615
5e. Telephone no.:
919-846-5900
5f. Fax no.:
919-846-9467
5g. Email address:
DSh/rlevaajgDdEC.com
Page 2 of 13

B. Project Information and Prior Project History
1. Property Identification
1a. Property identification no. (tax PIN or parcel ID):
Parcel ID: 0678056672
1b. Site coordinates (in decimal degrees): IMPACT4
Latitude: 35.6350 Longitude: -78.7644
(DD.DDDDDD) (-DD.DDDDDD)
1 c. Property size:
t 78
2. Surface Waters
2a. Name of nearest body of water (stream, river, etc.) to
UT to Middle Creek 27-43-15-(4)
proposed project:
2b. Water Quality Classification of nearest receiving water:
Q NSW
2c. River basin:
Neuse; Hydrologic Unit Code 03020201
3. Project Description
3a. Describe the existing conditions on the site and the general land use in the vicinity of the project at the time of this
application: Existing conditions consist of wooded land with open agriculture fields. Two stream systems with adjacent
wetlands and riparian buffers flow to the north and there is a drained pond on the northern property boundary. The
general land use in the vicinity of the project is residential.
3b. List the total estimated acreage of all existing wetlands on the property:
Approximately 3.25 acres of wetlands and approximately 1. 71 acres in open waters.
3c. List the total estimated linear feet of all existing streams (intermittent and perennial) on the property:
Approximately 1, 875 linear feet
3d. Explain the purpose of the proposed project:
The purpose of the proposed project is to construct a residential development and construct the infrastructure necessary
to access the residential development.
3e. Describe the overall project in detail, including the type of equipment to be used:
The overall project consists of a single family residential development comprising of 185 residential lots and the
construction of roadway infrastructure, utilities, single-family lots and stormwater BMP's. Specifically, there are
stream, wetland and riparian buffer impacts associated with utilities, and wetland impacts associated with road
infrastructure. Equipment typically used for construction and earthwork such as backhoes, bulldozers, excavators,
graders, pavers etc. will be utilized for this project.
4. Jurisdictional Determinations
4a. Have jurisdictional wetland or stream determinations by the
Corps or State been requested or obtained for this property /
®Yes El No El Unknown
project (including all prior phases) in the past?
Comments:
4b. If the Corps made the jurisdictional determination, what type
of determination was made?
® Preliminary ❑ Final
Comments: SAW -2017-00951
4c. If yes, who delineated the jurisdictional areas?
Agency/Consultant Company: Soil & Environmental
Name (if known): Steven Ball
Consultants, PA Other:
4d. If yes, list the dates of the Corps jurisdictional determinations or State determinations and attach documentation.
USACE- James Lastinger with the Corps verified jurisdictional areas on May 11, 2017 (PJD AID# SAW -2017-00951);
NCDWR-Rick Trone with the NCDWR field verified the riparian buffers on January 27, 2018 (NBRRO #17-13)
5. Project History
5a. Have permits or certifications been requested or obtained for
❑ Yes ® No ❑ Unknown
this project (including all prior phases) in the past?
5b. If yes, explain in detail according to "help file" instructions.
N/A
Page 3 of 13
PCN Form — Version 1.3 December 10, 2008 Version

B. Project Information and Prior Project History
6. Future Project Plans
6a. Is this a phased project? ❑ Yes ® No
6b. If yes, explain.
N/A
Page 4 of 13

C. Proposed Impacts Inventory
1. Impacts Summary
1a. Which sections were completed below for your project (check all that apply):
® Wetlands ® Streams - tributaries ® Buffers
❑ Open Waters ❑ Pond Construction
2. Wetland Impacts
If there are wetland impacts proposed on the site, then complete this question for each wetland area impacted.
2a.
2b.
2c.
2d.
2e.
2f.
Wetland impact
Type of jurisdiction
number —
Type of impact
Type of
Forested
(Corps - 404, 10
Area of impact
Permanent (P) or
wetland
DWQ — non -404, other)
(acres)
Temporary
if known
W1(#1 -W1)
Utility Crossing-
Permanent, No Perm
Headwatar
®Yes
®Corps
0.015
® P ❑ T
Loss
Forest
❑ No
❑ DWQ
W2 (#3-W1)
SCM Discharge-
Headwatar
® Yes
® Corps
0.013
® P E]T
Perm, No Perm Loss
Forest
❑ No
El DWQ
W3 (#6-W2)
Road Fill
Headwatar
® Yes
® Corps
0.171
® P ❑ T
Forest
❑ No
❑ DWQ
W4 (#6-W2)
Road Fill -Temporary
Headwatar
® Yes
® Corps
0.021
❑ P ® T
Construction Access
Forest
❑ No
❑ DWQ
W5 (#7-W3)
Utility Crossing-
Permanent, No Perm
Headwatar
®Yes
®Corps
0.016
® P ❑ T
Loss
Forest
❑ No
❑ DWQ
W6 (#10-W3)
Utility Crossing-
Permanent, No Perm
Headwatar
®Yes
®Corps
0.057
® P ❑ T
Loss
Forest
❑ No
❑ DWQ
W7 (#11-W3)
Road Fill
Headwatar
® Yes
® Corps
0.003
® P ❑ T
Forest
❑ No
❑ DWQ
W8 (#11-W3)
Road Fill -Temporary
Headwatar
® Yes
® Corps
0.001
❑ P ® T
Construction Access
Forest
❑ No
❑ DWQ
2g. Total wetland impacts
0.297
2h. Comments: Total proposed permanent impacts to jurisdictional wetlands= 0.174 acres; total proposed permanent, no
permanent loss impacts to jurisdictional wetlands (i.e. permanent maintenance corridor @ utility crossings & SCM Discharge)
= 0.101; total proposed temporary impacts to jurisdictional wetlands = 0.022 acres. Temporary impacts will be brought back to
original contours and re -vegetated with wetland seed mix.
3. Stream Impacts
If there are perennial or intermittent stream impacts (including temporary impacts) proposed on the site, then complete this
question for all stream sites impacted.
3a.
3b.
3c.
3d.
3e.
3f.
3g.
Stream impact
Type of impact
Stream name
Perennial
Type of jurisdiction
Average
Impact
number -Permanent
(PER) or
(Corps - 404, 10
stream
length
(P) or Temporary (T)
intermittent
DWQ — non -404,
width
(linear
(INT)?
other)
(feet)
feet)
S1 (#1-B) ❑ P ® TUtility
Crossing
UT to Middle
Creek
❑ PER
® INT
® Corps
❑ DWQ
6
40
3h. Total stream and tributary impacts
40
3i. Comments: Temporary stream impacts = 40 LF
Page 5 of 13
PCN Form — Version 1.3 December 10, 2008 Version

4. Open Water Impacts
If there are proposed impacts to lakes, ponds, estuaries, tributaries, sounds, the Atlantic Ocean, or any other open water of
the U.S. then individu fly list all open water im acts below.
4a.
4b.
4c.
4d.
4e.
Open water impact
Name of waterbody
number —
(if applicable)
Type of impact
Waterbody type
Area of impact (acres)
Permanent (P) or
Temporary
01 ❑P❑T
4f. Total open water impacts
4g. Comments: Pond will be drained preceding road construction
5. Pond or Lake Construction
If pond or lake construction proposed, then com tete the chart below.
5a.
5b.
5c.
5d.
5e.
Wetland Impacts (acres)
Stream Impacts (feet)
Upland
Pond ID
Proposed use or purpose of
(acres)
number
pond
Flo
ode
Filled
Excavated
Flooded
Filled
Excavated
Flooded
d
P1
P2
5f. Total
5g. Comments:
5h. Is a dam high hazard permit required?
❑ Yes ❑ No If yes, permit ID no:
5i. Expected pond surface area (acres):
5j. Size of pond watershed (acres):
5k. Method of construction:
Page 6 of 13

6. Buffer Impacts (for DWQ)
If project will impact a protected riparian buffer, then complete the chart below. If yes, then individually list all buffer impacts
below. If any impacts require mitigation, then you MUST fill out Section D of this form.
6a.
® Neuse ❑ Tar -Pamlico ❑ Other:
Project is in which protected basin?
❑ Catawba ❑ Randleman
6b.
6c.
6d.
6e.
6f.
6g.
Buffer impact
number —
Reason for impact
Buffer
Zone 1 impact
Zone 2 impact
Permanent (P) or
Stream name
mitigation
(square feet)
(square feet)
Temporary T
required?
B1 (#1) ® P ❑ T
Utility Crossing
UT to Middle
Creek
® No
2448
1721
132 (#2) ® P ❑ T
Utility -Perpendicular
UT to Middle
Creek
No
1311
2338
B3 (#3) ® P ❑ T
SCM Discharge
UT to Middle
Creek
® Nos
631
421
134 (#4) ® P ❑ T
SCM Grading
UT to Middle
Creek
® Nos
0
1918
135 (#5) ® P ❑ T
SCM Discharge
UT to Middle
Creek
® Nos
475
648
136 (#8) ® P ❑ T
Utility Crossing
UT to Middle
Creek
® Nos
2149
1286
137 (#9) ® P ❑ T
SCM Discharge
UT to Middle
Creek
❑ Yes
® No
669
425
6h. Total buffer impacts
7683
8757
6i. Comments:
Page 7 of 13

D. Impact Justification and Mitigation
1. Avoidance and Minimization
1 a. Specifically describe measures taken to avoid or minimize the proposed impacts in designing project.
S&EC completed a wetland delineation and Neuse River Buffer evaluation for the entire property in order to identify
natural resources so that impacts could be avoided & minimized to the maximum extent practicable. Overall Avoidance &
Minimization during site plan design: Earlier iterations of the site plan included 205 lots, which would have produced more
impervious area and stormwater, indirectly impacting more of the natural resources. Rillcrest Grove Way originally
connected to the west intersecting with Raddercrest, this was removed which avoided permanent stream, wetland and
riparian buffer impacts. This change inroad infrastructure also resulted in the proposed cul-de-sac at the end of Falco
Field Lane. Retaining walls were added between lots 112 and 113, resulting in an avoidance of permanent wetland
impacts. Cataldo Way was moved south to minimize wetland impacts at Impact 11 and to avoid impacts to the existing
pond near lots 26 & 27. The pump station was relocated from the Raddercrest cul-de-sac to the Falco Field cul-de-sac to
avoid stream and buffer impacts associated with the pump station and access road. The number of stormwater ponds
was reduced from 5 to 4 which resulted minimization of riparian buffer impact for SCM discharges. Retaining walls were
added to lots 126, 127,140, 171, 180, 181 to reduce riparian buffer and wetland impacts. And where possible sewer
crossings are proposed as aerial to avoid stream impacts. Impact 1 is a proposed force main and sanitary sewer
crossing. Proposed impacts include temporary stream impacts, along with permanent, no permanent loss wetland impacts
and associated riparian buffers. This 40' wide easement is necessary to accommodate both the force main and the
sanitary sewer. The permanent, no permanent loss impacts are for the permanent maintenance corridor and the change
of wetland function, compensatory mitigation has been proposed at 1:1 for the wetland impacts. Impacts have been
minimized by crossing the stream and wetland area at a near perpendicular angle. Impact 2 is a proposed parallel force
main and sanitary sewer impact. Proposed impacts include parallel riparian buffer impacts, compensatory mitigation has
been proposed for Zone 1 impacts. This impact is necessary because of the limited land between the buffered stream
(stream B) and the existing wetland (wetland W2) and the necessary placements of the pump station, the force main and
sanitary sewer and SCM #2. Impacts 3 & 5 are proposed SCM discharges from SCM's 1 & 2. Proposed impacts
include permanent, no permanent loss wetland impacts and riparian buffer impacts. The riparian buffers areas will be
regraded and revegetated post -construction but will remain within an easement. The permanent, no permanent loss
impacts are for the permanent easement and the change of wetland function, compensatory mitigation has been
proposed at 1:1 for the wetland impacts. These impacts are necessary to discharge treated stormwater from the
Stormwater Control Measures (SCM). Impact 4 is proposed SCM grading, Zone 2 only. This area will be revegetated
post -construction. Impact 6 is proposed road fill for a road/cul-de-sac. Proposed impacts include temporary and
permanent wetland impacts. A retaining wall has been added to minimize wetland impacts. This impact is necessary
because it provides a safe tum -around for municipal service equipment and emergency equipment potentially using Falco
Field Lane. The cul-de-sac serves multiple purposes by providing access drive for the pump station and the Stormwater
Control Measure. And finally, it is necessary as a turn -out for Rillcrest Grove Way and the length between the cul-de-sac
and Rillcrest Grove Way is at a minimum length. Impact 7 is a proposed sanitary sewer crossing. Proposed impacts
include permanent, no permanent loss wetland impacts. This impact is necessary to provide sanitary sewer to the
eastern side of the development. Impacts have been minimized by crossing at a nearperpendicularangle and at a
narrow section of the wetland area. The permanent, no permanent loss impacts are for the permanent maintenance
corridor and the change of wetland function, compensatory mitigation has been proposed at 1:1 for the wetland impacts.
Impact 8 is a proposed aerial utility crossing to an intermittent steam. Impacts include Zone 1 & 2 riparian buffer impacts.
This utility crossing has been minimized by avoiding stream impacts. Impact 9 is a proposed SCM discharge from SCM
#4. Proposed impacts include riparian buffer impacts. The riparian buffers areas will be regraded and revegetated post -
construction but will remain within an easement. These impacts are necessary to discharge treated stormwater. Impact
10 is a proposed sanitary sewer crossing. Proposed impacts include permanent, no permanent loss wetland impacts. The
permanent, no permanent loss impacts are for the permanent maintenance corridor and the change of wetland function,
compensatory mitigation has been proposed at 1:1 for the wetland impacts. This impact is necessary to provide sanitary
sewer to the southeastern side of the development. Impact 11 is proposed road fill for an infrastructure road. Proposed
impacts include temporary and permanent wetland impacts. As discussed above within the Overall Avoidance &
Minimization, this road was shifted as far south as possible, therefore minimizing wetland impacts in this location. All
temporary stream impacts will be brought back to pre -construction elevations and stream banks will be stabilized. All
temporary wetland impacts will be brought back to pre -construction contours revegetated with a wetland seed mix.
Furthermore, the applicant is aware of the regional conditions associated with the Nationwide Permits 29. With respect to
residential developments (NWP 29 -Regional Conditions section 4.0) there are no impact associated with stormwater
facilities or single-family recreation facilities for this project; there are no proposed discharges to floodplain or floodways;
the stream classification for this project is C (i. e. not High Quality Waters, Coastal Wetlands or wetland adjacent to these
waters) and no riprap is being proposed within streams.
Page 8 of 13
PCN Form — Version 1.3 December 10, 2008 Version

1 b. Specifically describe measures taken to avoid or minimize the proposed impacts through construction techniques.
Contractor will follow the following construction sequence:
Contractor shall install erosion & sedimentation control measures including, but not limited to, construction
entrances, silt/tree protection fence, diversions/check dams, and sediment basins4raps in accordance with
requirements set forth in the Wake County Land Disturbing Permit.
Contractor shall notify the Town of Fuquay Varina Public Works 48 -hours in advance of start of work during a
period of time with no rain in the forecast.
Prior to start of work, contractor shall have all materials and equipment on-site. For utility crossings with
casings, the carrier pipe shall be installed within the casing pipe prior to any open cut activities.
Contractor shall install a temporary coffer dam on the upstream side of the proposed crossing to pump water
around the open cut area to the downstream side. Contractor may also install a temporary diversion channel lined
with plastic to allow the stream to bypass the open cut area.
Contractor shall place the culvert or utility casing with carrier pipe at elevations shown on the approved plans
and backfill in accordance with Town of Fuquay Varina specifications.
Contractor shall restore channel and stabilize any disturbance within 24 -hours of start of work.
2. Compensatory Mitigation for Impacts to Waters of the U.S. or Waters of the State
2a. Does the project require Compensatory Mitigation for
® Yes ❑ No
impacts to Waters of the U.S. or Waters of the State?
2b. If yes, mitigation is required by (check all that apply):
® DWQ ® Corps
® Mitigation bank
2c. If yes, which mitigation option will be used for this
❑Payment to in -lieu fee program
project?
❑ Permittee Responsible Mitigation
3. Complete if Using a Mitigation Bank
3a. Name of Mitigation Bank: EBX-Neuse sponsored Neu -Con Wetland & Stream Umbrella Mitigation Bank (wetlands)
Type:
Quantity:
3b. Credits Purchased (attach receipt and letter)
Riparian Wetland
0.45
3c. Comments:
4. Complete if Making a Payment to In -lieu Fee Program
4a. Approval letter from in -lieu fee program is attached.
❑ Yes
4b. Stream mitigation requested:
0 linear feet
4c. If using stream mitigation, stream temperature:
❑ warm ❑ cool ❑cold
4d. Buffer mitigation requested (DWQ only):
0 square feet
4e. Riparian wetland mitigation requested:
0 acres
4f. Non -riparian wetland mitigation requested:
0 acres
4g. Coastal (tidal) wetland mitigation requested:
0 acres
4h. Comments: See attached letter from NCDMS
5. Complete if Using a Permittee Responsible Mitigation Plan
using a permittee responsible mitigation plan, provide a description of the proposed mitigation plan.
Elf
Page 9of13

6. Buffer Mitigation (State Regulated Riparian Buffer Rules) — required by DWQ
6a. Will the project result in an impact within a protected riparian buffer that requires
® Yes
❑ No
buffer mitigation?
6b. If yes, then identify the square feet of impact to each zone of the riparian buffer that requires mitigation. Calculate the
amount of mitigation required.
6c.
6d.
6e.
Zone
Reason for impact
Total impact
Multiplier
Required mitigation
(square feet)
(square feet)
Zone 1
Parallel utility
1,311
3:1
3,933
Zone 2
1.5:1
0
6f. Total buffer mitigation required:
3.933
6g. If buffer mitigation is required, discuss what type of mitigation is proposed (e.g., payment to
private mitigation bank,
permittee responsible riparian buffer restoration, payment into an approved in -lieu fee fund).
Payment into a private mitigation bank, please see attached SOA letter
6h. Comments: EBX will utilize either: EBX-Neuse 1, LLC Neuse Riparian Buffer Umbrella Mitigation Bank or EBX Upper
Neuse Riparian Buffer Umbrella Mitigation Bank
Page 10 of 13

E. Stormwater Management and Diffuse Flow Plan (required by DWQ)
1. Diffuse Flow Plan
1 a. Does the project include or is it adjacent to protected riparian buffers identified
® Yes ❑ No
within one of the NC Riparian Buffer Protection Rules?
1b. If yes, then is a diffuse flow plan included? If no, explain why.
Comments: The SMP will be reviewed by the Town of Fuquay Varina and has been
® Yes ❑ No
designed in accordance with the NCDEQ and the Towns guidelines. The
stormwater management plan (SMP) and SCM's provide nitrogen treatment
throughout the site.
2. Stormwater Management Plan
2a. What is the overall percent imperviousness of this project?
35.81
2b. Does this project require a Stormwater Management Plan?
® Yes ❑ No
2c. If this project DOES NOT require a Stormwater Management Plan, explain why:
2d. If this project DOES require a Stormwater Management Plan, then provide a brief, narrative description of the plan:
Per the project engineer. Four wet detention basins have been proposed and designed to treat the requirements for 85% TSS
removal, drawdown of the first inch of rainfall between 2-5 days and reduction of the peak flow for the 1"- 24 hour storm
event. In addition, 100 -year event has been analyzed to ensure safe passage through the site. The SMP will be reviewed by
the Town of Fuguay Varina and has been designed in accordance with the NCDEQ and the Towns guidelines.
® Certified Local Government
2e. Who will be responsible for the review of the Stormwater Management Plan?
❑ DWQ Stormwater Program
❑ DWQ 401 Unit
3. Certified Local Government Stormwater Review
3a. In which local government's jurisdiction is this project?
Town of Fuquay- Varina
® Phase II
® NSW
3b. Which of the following locally -implemented stormwater management programs
❑ USMP
apply (check all that apply):
❑ Water Supply Watershed
❑ Other:
3c. Has the approved Stormwater Management Plan with proof of approval been
❑ Yes ® No
attached?
4. DWQ Stormwater Program Review
❑ Coastal counties
❑ HQW
4a. Which of the following state -implemented stormwater management programs apply
❑ ORW
(check all that apply):
❑ Session Law 2006-246
❑ Other:
4b. Has the approved Stormwater Management Plan with proof of approval been
attached?
❑ Yes ❑ No
5. DWQ 401 Unit Stormwater Review
5a. Does the Stormwater Management Plan meet the appropriate requirements?
❑ Yes ❑ No
5b. Have all of the 401 Unit submittal requirements been met?
❑ Yes ❑ No
Page 11 of 13
PCN Form —Version 1.3 December 10, 2008 Version

F.
Supplementary Information
1.
Environmental Documentation (DWQ Requirement)
1a.
Does the project involve an expenditure of public (federal/state/local) funds or the
❑ Yes ® No
use of public (federal/state) land?
1 b.
If you answered "yes" to the above, does the project require preparation of an
environmental document pursuant to the requirements of the National or State
❑ Yes ❑ No
(North Carolina) Environmental Policy Act (NEPA/SEPA)?
1 c.
If you answered "yes" to the above, has the document review been finalized by the
State Clearing House? (If so, attach a copy of the NEPA or SEPA final approval
letter.)
❑ Yes ❑ No
Comments:
2.
Violations (DWQ Requirement)
2a.
Is the site in violation of DWQ Wetland Rules (15A NCAC 2H .0500), Isolated
Wetland Rules (15A NCAC 2H .1300), DWQ Surface Water or Wetland Standards,
❑ Yes ® No
or Riparian Buffer Rules (15A NCAC 2B .0200)?
2b.
Is this an after-the-fact permit application?
❑ Yes ® No
2c.
If you answered "yes" to one or both of the above questions, provide an explanation of the violation(s):
3.
Cumulative Impacts (DWQ Requirement)
3a.
Will this project (based on past and reasonably anticipated future impacts) result in
❑ Yes ® No
additional development, which could impact nearby downstream water quality?
3b.
If you answered "yes" to the above, submit a qualitative or quantitative cumulative impact analysis in accordance with the
most recent DWQ policy. If you answered "no," provide a short narrative description.
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
Stonecreek project is a residential development. Additionally, the project is located within Fuquay-Varina jurisdiction,
therefore the adjacent properties that have potential for development will have the following regulations to protect
downstream waters: 1) the Neuse River Basin Riparian Buffer Protection regulations, these regulations require
limited development within the riparian buffer area in addition to "diffuse flow" requirements at a minimum and could
require Best Management Practices that control nitrogen if diffuse flow cannot be achieved,- and finally 2) the Phase
11 NPDES Stormwater Permit Program, this program includes permitting requirements for Municipal Separate Storm
Sewer Systems (MS4s) in addition to post-construction stormwa ter management requirements. We anticipate that
the DWR will advise us if any additional information is needed.
4.
Sewage Disposal (DWQ Requirement)
4a.
Clearly detail the ultimate treatment methods and disposition (non-discharge or discharge) of wastewater generated from
the proposed project, or available capacity of the subject facility.
A public Sewer Pump Station will be constructed on site to connect the site to the Town of Fuquay-Varina's municipal
sewage collection and treatment system.
Page 12 of 13
PCN Form — Version 1.3 December 10, 2008 Version

5.
Endangered Species and Designated Critical Habitat (Corps Requirement)
5a.
Will this project occur in or near an area with federally protected species or
❑ Yes ® No
habitat?
5b.
Have you checked with the USFWS concerning Endangered Species Act
❑ Yes ® No
impacts?
F-1 Raleigh
5c.
If yes, indicate the USFWS Field Office you have contacted.
❑ Asheville
5d.
What data sources did you use to determine whether your site would impact Endangered Species or Designated Critical
Habitat? The NC-Natural Heritage Programs Data Explorer Map was used to search for elemental occurrences of
federally protected species listed within and within 1 mile of the project boundaries. It was determined based on the
search that there are no elemental occurrences that are listed as federally Threatened/Endangered within or within 1 mile
of the project boundaries.
References: North Carolina Natural Heritage Program. 2018. Geographic Information System (GIS) data. NCDECR,
Raleigh, NC. Available at http:/tivww.ncnhp.oral (Accessed: May 15, 2018).
6.
Essential Fish Habitat (Corps Requirement)
6a.
Will this project occur in or near an area designated as essential fish habitat?
❑ Yes ® No
6b.
What data sources did you use to determine whether your site would impact Essential Fish Habitat?
The NOAH Habitat Conservation/Habitat Protection: National Marine Fish Service; Essential Fish Habitat Mapper website
was referenced. No Essential Fish Habitat was identified near the project.
7.
Historic or Prehistoric Cultural Resources (Corps Requirement)
7a.
Will this project occur in or near an area that the state, federal or tribal
governments have designated as having historic or cultural preservation
❑ Yes ® No
status (e.g., National Historic Trust designation or properties significant in
North Carolina history and archaeology)?
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 May 15, 2018; no historic
listings or study list entries or determined eligible listings were identified within the property boundaries. Additionally, no
structures exist within the property boundaries.
8. Flood Zone Designation (Corps Requirement)
8a. Will this project occur in a FEMA-designated 100-year floodplain?
❑ Yes ® No
8b.
If yes, explain how project meets FEMA requirements:
8c.
What source(s) did you use to make the floodplain determination? NC Floodplain Mapping Program
1
Deborah E. Shirley
DJ2 ;'
May 16,
2018
Applicant/Agent's Signature
Applicant/Agent's Printed Name
(Agent's signature is valid only if an authorization letter from t e applicant
is provided.)
Date
Page 13 of 13

Environmental Consultants,
8412 Fa11+ of Neuee Road, Suite 104, Raleigh, TQC: 2761:1 • Phone•. (9195 846-3906 • Fax ()19) 14 0-9467
aa,idee.com
PROPERTY OWNER CE1R,T1IFICATION / AGENT AUTHORIZATION
Project Name/Description: S �?s�j N � d (C S&EC Project # ) � ffq
Date: 1 Z _ U — Zd4
The Department of the Army
U.S. Army Corps of Engineers, Wilmington District
69 Darlington Avenue
Wilmin on, NC 28403
Attn: Field Office:
I, the undersigned, a duly authorized owner of record of the property/properties Identified
herein, do authorize representatives of the Wilmington Distrlct, U.S. Army Corps of Engineers
(Carps) 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 Sectjon 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.
PAKEL INFORMATION;
Parcel Index Number(s) (PIN):
Site Address:
City, County, State:
PROPERTY OWNER INFORMATION:
Name:
Mailing
Teleph(
C t-:� Q%_ E. (2!ALC--
Property 93Kner (please print) Date
Property Owner Signature
We hereby certify the above information submitted in this application is true and accurate to
the best of our knowledge.

Water Resources
ENVIRONMENTAL QUALITY
January 27, 2017
Carl Falco
4805 Skyecroft PL
Fuquay Varina, NC 27526
Determination Type:
Buffer Intermittent/Perennlal
ROY COOPER
Governor
MICHAEL S. REGAN
Secretary
S. JAY ZIMMERMAN
Director
FEB 0 6 2017
By, Soil i£ Envirwrnentz)! C�jna
^�T"g111TUr'ae�eLetter
RRO #17-13
Wake County
® Neuse (15A NCAC 2B .0233)
®
Tar -Pamlico (15A NCAC 26 .0258) Intermittent/Perennial Determination (where local buffer
❑ ordinances apply)
❑ Jordan (15A NCAC 213 .0267)
(governmental and/or interjurisdictional
projects)
Project Name: —Hilltop Needmore
Address/Location: -5324 Hilltop Needmore E2a Lfuquay Varina
Stream(s): Middle Creek
Determination Date: 01/27/2017 Staff: Rick Trone
*E/1/P = Ephemeral/Intermittent/Perennial
Explanation: The stream(s) listed above has been located on the most recent published NRCS Soil Survey of Wake
County, North Carolina and/or the most recent copy of the USGS Topographic map at a 1:24,000 scale. Each
stream that is checked "Not Subject" has been determined to not be at least intermittent or is not present. Streams
that are checked "Subject" have been located on the property and possess characteristics that qualify it to be at least
an intermittent stream. There may be other streams located on the property that do not show up on the maps
referenced above but may be considered jurisdictional according to the US Army Corps of Engineers.
Division of Water Resources, Raleigh Regional Office, Nater Quality Operations Section littp: `.-portal.ncLienr.orgiweb. %%eq: aps
1628 flail Service Center, Raleigh, NC 27699-1625 Phone: [phone]
Location: 3800 Ban•ctt Drive, Ralcigh. NC 27009 Fax: (9l9) 783-7159
E/I/P* Not Subject
Subject
Start@
Stop@
Sure
To 0
Feature
Feature A
I
X
Fla SO4 Off Property
Confluence with
X
Feature H
I
E X
I
NA X
X
X
Flag S05 D
Throughout
Throughout
Throughout
X
X
X
X
X
Feature C
Feature D
Pond 1
*E/1/P = Ephemeral/Intermittent/Perennial
Explanation: The stream(s) listed above has been located on the most recent published NRCS Soil Survey of Wake
County, North Carolina and/or the most recent copy of the USGS Topographic map at a 1:24,000 scale. Each
stream that is checked "Not Subject" has been determined to not be at least intermittent or is not present. Streams
that are checked "Subject" have been located on the property and possess characteristics that qualify it to be at least
an intermittent stream. There may be other streams located on the property that do not show up on the maps
referenced above but may be considered jurisdictional according to the US Army Corps of Engineers.
Division of Water Resources, Raleigh Regional Office, Nater Quality Operations Section littp: `.-portal.ncLienr.orgiweb. %%eq: aps
1628 flail Service Center, Raleigh, NC 27699-1625 Phone: [phone]
Location: 3800 Ban•ctt Drive, Ralcigh. NC 27009 Fax: (9l9) 783-7159

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 Mall Service Center, Raleigh, NC 27699-1617. If sending via
delivery service (UPS, FedEx, eta): 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.
"you a questions regarding this determivatio please feel free to contact Rick Trona at [phone].
S' erely, % f/
" ` Y
valSmith
Supervisor, ter Quality Regional Operations Center
cc: RRO DWR File Copy,
,, 44LIZIUMS

Solis Survey Wake Co, NC oaSTA7Z 'N-,
NRCS Soil Survey Sheet 91, 1970 Locations are approximate
and are provided for refer -
Legend:
0'. ence only::
-project boundary

Hilltop Needmore Site
Wake County, NC-DWR Project # 17-13
' /. / .,• 1 "r Ofd t 't 14 � �' � *F {` i'
i. !i ! l• 1 i "� i fIr e� i Ei `�.3*}~ `t �'�.`y fit, 1f
F � +
1
r ;
1
Feature D
:
' Subject

M-3
EBX-Neuse I, LLC Stream and Wetland Banks
Statement of Availability May 15, 2018
U.S. Army Corps of Engineers
James Lastinger
Raleigh Regulatory Field Office
3331 Heritage Trade Center, Suite 105
Wake Forest, NC 27587
Re Project: Stonecreek
This document confirms that Pulte Home Company, LLC (Applicant) for the Stonecreek (Project) has
expressed an interest to utilize 0.45 Riparian Wetland Mitigation Credits from the EBX-Neuse
sponsored Neu -Con Wetland & Stream Umbrella Mitigation Bank, specifically 0.45 wetland credits from
the Arrington Bridge III Site, all in the Neuse HUC 03020201. As the official Bank Sponsor, EBX-Neuse
I, LLC, attests to the fact that mitigation is available for reservation at this time.
These mitigation credits are not considered secured, and consequently are eligible to be used for alternate
purposes by the Bank Sponsor, until payment in full is received from the Applicant resulting in the
issuance of a Mitigation Credit Transfer Certificate by the bank acknowledging that the Applicant has
fully secured credits from the bank and the Banker has accepted full responsibility for the mitigation
obligation requiring the credits/units.
The Banker will issue the Mitigation Credit Transfer Certificate within three (3) days of receipt of the
purchase price. Banker shall provide to Applicant a copy of the Mitigation Credit Transfer Certificate and
a documented copy of the debit of credits from the Bank Official Credit Ledger(s), indicating the permit
number and the resource type secured by the applicant. A copy of the Mitigation Credit Transfer
Certificate, with an updated Official Credit Ledger will also be sent to regulatory agencies showing the
proper documentation.
If any questions need to be answered, please contact me at 919-209-1075.
Best Regards,
Caitlan B. Parker
Resource Environmental Solutions, LLC
302 Jefferson Street, Suite 110
Raleigh, NC 27605

ME
EBX Buffer Mitigation Banks
Statement of Availability May 15, 2018
NC Division of Water Resources
Stephanie Goss
512 N. Salisbury St.
Archdale Building, 9th floor
Raleigh, NC 27604
Re Project: Stonecreek
This document confirms that Pulte Home Company, LLC (Applicant) for the Stonecreek (Project) has
expressed an interest to utilize 3,933 Square Feet of Riparian Buffer Mitigation Credits from one of
the following banks, EBX-Neuse I, LLC Neuse Riparian Buffer Umbrella Mitigation Bank or EBX Upper
Neuse Riparian Buffer Umbrella Mitigation Bank. Specific bank sites that may be debited are Arrington
Bridge I, Arrington Bridge II, Buffalo Branch, Selma Mill, Cedar Grove, Hatley, and Ezell, all located in
HUC 03020201. As the official Bank Sponsor, EBX-Neuse I, LLC and EBX, 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 Oficial Credit Ledger will also be sent to regulatory agencies showing the
proper documentation.
Please contact me at 919-209-1075 or c2ark t res.us if you have any questions or need additional
information.
Best Regards,
Caitlan B. Parker
Resource Environmental Solutions, LLC
302 Jefferson Street, Suite 110
Raleigh, NC 27605
Bank Sponsor — EBX-Neuse I, LLC or Environmental Banc & Exchange (EBX)

---— , , -—
SWI .1�LL
�" Fl „•M�SL'�llJo„o ll!!� � C� ' x � � g I � � � � � _ �
w„�..Rw°o.A«. z'x o
E.Gsnxcesn RERRACE R,R iwEscMaRcnN cMOR� .LL.�Ho"Ro'
� aN ,RosTE TREE° a aR �Es�Eon� ��Es � � � w � g # '� � RaRo„ouw�Rop "'
_ z R«,wc
I-
EE.,
Eon s%,A4n _ _R 'L a ,
w_
40' HERITAGE TREE
\PERIMETER BUFFER
t I • � �`.•.,,��� � r/ J'� -� - �`\�e \ \ � .. -.. -y •. �..,,�c � I (`4� jl {( C / /! } 1 � 1 \ �(/ �if/�=�i/i/ �°� � - � '�• a
{ -# 1 :r_ . � /J '.• � �� 'i I } r�l�� gOp, �v?= ��,c I f � t r1(y { } / - � 1 J�lr/�//lir%riJ�l"J �� ``�\
vpf r v t^ _ -:r:• :.. I 1 C �� ((" :-\ 11 f (((/ ///// �. /�/ —' v�--,��
r ZONEI6UFFER;� ) 1i\D '4 \\ Ir J rJ II/r/
.��\\�J�i1//"/A�-}\`� � i.L/}rR)t'�)J)(IJ.'
r 11 (,Y \ ! �j1 r I/ e ( \ f ((( 1J1J) .ti'•-:: /i,G
\ (r r 1( r ZONE 2 BUFFER r r / \ rril/i/
{ 1 /'/r�� •-•.-_�, r, T r r / � �� ()?( .
11
`1
s
o�i
o
IM�.PG� i) \ . J r (� J � .•c;. 1R \ I1 f /� a � , � EXISTING t � / i` I /1 ZONE 1 BUFFER
J
iV
(' X Jfrr TREE LINE 1
�� �Rw�z°I �; \�,;rrrJ' � \ ��I�\1(y\�::�{�if11{I�(J�ri>r�.rl„ rri �I J I/J�J(11{?X•-^-/J///r)fl1J)�r(1(r f �\\tip\\ �\\ ��
/J,
'\� r / t {(r/
\\ll (t y � r } (( J(j(. .:• , ZONE 2 BUFFER
\-e?1�eivl
t ss rl t� f ( lr��) 1>a •J: 1 <(! �r /^ t r� o (� ) ( (I r ( _c i ir�<t, r ( �� i o i�
-� � )� \( -.. ( 'r.;.:� 1 I• r 3G � :. { r ( l N rJ ) (II': • Jf1 � r1 / /r -r
�`�. � I V• ~ C ( �/ (� .�•• J /JJ { 1• � � � CARL EOWINF CO � f J S (C ) \ I
ARoaANµol \ V� A1�J J c(r,j; f (`lJ� a JznonMaR,co . /r{S r( I�? J r is\.° > o�l`\}S
t_ '� (j j/ t r P ( ERESA EALco coLMav r J (. / 1 J t
PaiNs&95,5Tf 1� -� t Y . ` oiCTOR WAYf/E FALCO j } f ) ��� l/J r f r �'Y O\ ( 1 I I SI
.PG Eab `-�`—� ( J t '• 1//J, l�~� I !• > \ enRR i.�el■/�T-`1
e "j' 1 oa. ,sass PG , �. a { r d �S 4�
( /o r \ ( Ir 1 •:' it %r J tr / S 1
/JJ(j r / v�, 1� r�(I SI
q��� Y�j/i r./ /(/c r rr } f
J-'l�J �r��-� � i i \• (frt Y--
- w w i
\ \� ~I(\� J `r r_ a, 10
I-1 `
5 ?�r)�J <o ( )L� 1:S 11/Jfwm11
W� It �,l \ =j liaW�.
LLj LU�� ' j �a ~ ^ p / f ( �lJ o\ {( /1(()If)lF-may
Of LL
s i W m` \r ]�N Lu
415 -� J ! t `^ 1 _,oi(J}(( )J\1�(/4)?�{
� EXISTING ti v \ > f J r I /�) f� )){ X111 v W .
ZO ORA NAGE EASEMENT .OBfb ,�� LU `� ` ` '\ — r' TREE LINE' _� .� �~ \ /' .. Y ..- r ' >v rr r f l((J Jr IJ to i
r W > ` _ _ `
w g \ Y 1 z \ v f 1 rr l{ ) J tJ
f�
Ex�s ,rvcR O W\\ 1 ,f ~-1 \\ \ �p \` — r� rr n ✓ r`\\�, r �r 1\t (C7 ,°A.y'',
AUTUMN CREEKOR ,q� a T , ( �- rS
L,IJ` \
r r / ? J ( r Jt 1 ! (\ /J�I{((/jl J- fi{•
—A—
y
J
1(( r/1(/S/JJ�I J •�- / ��
F .,o• �L � oac�xn. � � � .r
t405_i - Ir
�. _ E a.00.�
06_=
SITE DATA: / 1
TOTAL SITE AREA: 77.46 ACRES /
TOTAL WETLANDS: 3.25 ACRES (141,365 SF)
TOTAL OPEN WATER (PONDS): 1.71 ACRES 74,810 SF ` ?
1 TOTAL STREAMS: 1,875 LF // \
1 TOTAL PROPOSED IMPERVIOUS: 27.74 +/- (35.81%)
/ I
I
N
aEREMovED. ■
a
z
SCALE 1"=250'
0 250' 500'
NOTES:
1. BOUNDARY AND TOPOGRAPHIC INFORMATION
TAKEN FROM SURVEY BY TIMMONS GROUP
DATED FEBRUARY 3, 2017.
2. FLOOD HAZARD SOILS FROM WAKE COUNTY GIS
DATED NOVEMBER 2016.
3. THE SUBJECT PROPERTY IS LOCATED IN ZONE
X IN ACCORDANCE WITH FIRM MAP
#3720067800J AND 3720066800J, PANEL 0678
AND PANEL 0668 WITH AN EFFECTIVE DATE OF
MAY 2, 2006.
4. PER WAKE COUNTY GIS, THIS SITE DOES
CONTAIN FLOOD HAZARD SOIL LOCATIONS.
AFTER PRELIMINARY APPROVAL, FLOOD
HAZARD AREAS SHALL BE DELINEATED AND/OR
EVALUATED TO DETERMINE IF A FLOOD STUDY
WILL NEED TO BE CONDUCTED. THE
APPLICABLE FLOOD STUDY STANDARDS PER
TP -02-01 SHALL BE FOLLOWED AND A COPY OF
THE RESULTS SUBMITTED AT THE TIME OF
CONSTRUCTION DRAWINGS.
t
z
'o
0
0
G
DATE
0 4/19/18
A. STONE
••
........
HEINtlT
• CHECKED By
1. CHANDLER
. • SCALE
• 1 " = 250'
•
•
(A
z
0
f
f
FM
a
z J
a
�ga
Y m Lu
w�/ Z O
LJ. Z Z
UZSo
O 1—+ s
u
Ji
zYo
LLJ
p3 Zs
~quo
U) u
a z'
0 F 9
LL X
W �.
39070

/ JAMES L. RAYMOND AN& = X
ELIZABETHA RAYMOND HERIT�GE TREE
CARROLL NELSON BRIGHT,
CA
i PIN: 0668 96-2329 TO BE REMOVED, �\ _
TRUSTEE AND EXISTING cr.� -�
BM 2007, PG 1850 DONNA JEAN BRIGHT, TRUSTE REFER TO 25' TREE CORY J HESS AND m Z
/ EXISTING PIN: 0668-96-3483 HERITAGE TREE HIGH GROVE SUBDIVISION AND VEGETATION KELLYJ HESS, 4-
25' TREE BM 2007, PG 1850 REPLACEMENT HOA INC PROTECTION ZONE PIN: 0678-06-1399 (n O
AND VEGETATION S89*5356 E PLANT LIST PIN. 0668-96-6794 \ BM 2007, PG 1850 \ BM 2007, PG 2441
_ - - PROTECTION ZONE � - -71� BM 2007, PG 1850 - - - -
��/�—/ �j� i J I ` r v -T- \ i
BM2007, PP /OKy _ / e %/ / / _ - `
/ 9`5828"E' - Y } _ 1) I f �` I J I { / ' S8958'16"E / \ \ )
IRS 87.80'- fffPF� - ��`=r -.� i�7r �. .� _ �.� - - } X4684 L.� �._ _. 1 yWWy �� B �/I
C>� .f y f r - S89° 5�9w
4b-IERIT%`/,E EE: - -�- -
�� Y y y / �✓i ,L /�Y \ 1 \ \ 1 T y y \ �f' r�'
PE�RIMLTER FE{�, �� t y / _ / < / , ` t �A• '
J
y yyyy i
I y y JL yj 1! y y y
';z
`T .x,
_ \ \ +1;\ �• yyy©y
��./t�LY 1pjI�FF`ER � \ � ��J y y yam- y y � y / �O }
` S� �V�yyVL y CS C i �
II \ I �� y
EXISTING � / �
IcyW III � \�\O30'UTILITY \ \ \�•lI �\C�3yi /�I) '11 /J r I I \ / (r i v Wyy 4
AND DRAINAGE
I
EASEMENT �E
N1 BIJEFg
—4019 yWWDWyyyyy Yyy 1 f J �/ \ \�
BM 2000, PG 536 ' h °�
X02 ry'� j V: \ \I - / i � / ✓^, Jr ---- `� \ \ \\`I l �\ \ `�i / ► J� !^ �- / �- �-�-� J � �"�y.I.i..�.1.�'y�.�y! J / � ' r / r I I r 1 �' \
PORTER, JOHN T1� ✓ J \` \ \ ` , J J / r J
/ _,v\_��\\� ✓ // / '\/\\II�111\ r (1/I�% /�`1\ r\�%�s �� r^��1 I 1 J I.
PIN: 0668-96-1038 /
�l r , I ( / 1
BM 2000, PG 536
�JJ -1 �'� \ \ \ \ J, / -' J ,- _� � tl i I�(1 /J}�L ! { (I i , ! r J�• � .J/�"'� � > J / � I } \ 1 / )
�1`II\y�} J
I \ �\
�tL\\\ 1 } \ r(/�_ \ \\\ 1 1�} 1) f/ /\, rr`\ /, /
� BIW i a I \ \ /I / / ,� j/- _\ ) \ 111\\I\c\V JT i1 \ i / / IV.\/ )TREE LINE
SIN �1i 10W \ \ \ r( I / r J Iy `� l_ l \�I 111 \�'\�\ l\ -\/^'
ZEX'I'STING _Ih /
t o N F— \ r
20' DRAINAGE I Z I �' ) \ \ / ! / < \ \ I } I \ \ \ ` y 1 1\ t \ r J r' �\ r ✓ / / J /
EASEMENT I 1 I ) \ r / ! r/ / / \ r) ( (} l l� !\ \rte° ?/ t > \ I j 1 ♦ J J \`} 1 / / / / f J
BM 2000, PG 536 I \ 4 Of} \ v } f r 1 , \ \ \ \� �.? y y y� I 1 t
`
e-, (� /
THOMAS E CHERRY AND f 1 \ J ` r t \ / } 1 \ 1 \ �yyW\ \I of I / I } J \ I !J\' \ _ / ` s f L (
LORI LCHERRY,
PIN. 0668-95-1812
BM 2000, PG 536
IN
J
r,/ } t i / \ �t SCALE 1"=100'
I�' j } j \ / �{ \ \ . > / J ` j ^�I}t yY✓ y Ili (} >' /� ~f l 1 �'\1~ 0 100' 200'
EXISTING 30' UTILITY
AND DRAINAGE
EASEMENT L E G E N D
BM 2000, PG 536 I I ' \ I (/ 1 1 1 y y y w lyl I
II f /)stL f JI GIl r 1- �I \\ ?��_J EXISTINGWETLANDS y y y
y Y y
\ y y y y
RANDALL E GAGE, AND IFLOOD HAZARD SOILS
BARBARA A GAGE
PIN. 0668-95-1621
BM 2000, PG 536 i J 1.0 J �� \
o
NOTES:
1. BOUNDARY AND TOPOGRAPHIC INFORMATION TAKEN FROM SURVEY BY TIMMONS GROUP DATED
FEBRUARY 3, 2017.
2. WETLAND AND STREAM DELINEATION BY S&EC, PA DATED JANUARY 30, 2017.
3. FLOOD HAZARD SOILS FROM WAKE COUNTY GIS DATED NOVEMBER 2016.
4. THE SUBJECT PROPERTY IS LOCATED IN ZONE X IN ACCORDANCE WITH FIRM MAP #3720067800J AND
3720066800J, PANEL 0678 AND PANEL 0668 WITH AN EFFECTIVE DATE OF MAY 2, 2006.
5. PER WAKE COUNTY GIS, THIS SITE DOES CONTAIN FLOOD HAZARD SOIL LOCATIONS. AFTER PRELIMINARY
APPROVAL, FLOOD HAZARD AREAS SHALL BE DELINEATED AND/OR EVALUATED TO DETERMINE IF A FLOOD
STUDY WILL NEED TO BE CONDUCTED. THE APPLICABLE FLOOD STUDY STANDARDS PER TP -02-01 SHALL BE
FOLLOWED AND A COPY OF THE RESULTS SUBMITTED AT THE TIME OF CONSTRUCTION DRAWINGS.
F w
o�
r
o
w
a
0
0
•
of
z
0
E
Fm
1=
0
N
C
4119118
A. STONE
DESIGNED By
S. HEIN
CHECKED By
J. CHANDLER
SCALE
I = 100'
Y�(j)
Lu � z
w z O
�z p
W o z
ZaU
3 (D
O
l) a U)
39070
CwI-1.1

STEVEN J WARNER
Lu.9
AND 9
SALAS, ANA I �v N
N m J J co C7 Q PIN: 0678-06-7453 = 2 Q JEFFREYNORRIS, a 3
EXISTING v -� CD o o co BM 2007, PG 2441 � S ro DONALD NORRIS, AND o
25' TREE CORY J HESS AND Z 2 o N Q o w p JAMES C MORGAN W E-
Rl y, 2 Q 2 W o o Q W WILLIAM W ROYALL, 111 o o N88 2329'E TAMMYJO 0 o
STATION KELLYJ HESS, c Z ap AND TINA B MORGAN PIN: 0678-16-4375
GLj O "' V SHARON DIANE ROYALE, JAMES C MORGAN I Q 2 `�' 49.94' D v
ON ZONE PIN: 0678-06-1399 �_ �F c Q ? Q m P/N: 0678-06-9404 PIN: 0678-16-0435 PIN: 0678-16-1465 W BM 2012, PG 1009 z W
PG 1850 BM 2007, PG 2441 - n Z �, � F U Q a m / BM 2007, PG 2441 BM 2007 P�-2440- - - BM - - PG 24�- I �3 m - - - - - - -IPF-I Q a a
ti I =
-----------
----� °
—� �—-------- ------------------ N87°56'S9'E N87°55'00"E v �p
\ \ } I �� \ -- -- / ` -- 4'WIREFN�F l \ N 39"E i I N87°5224"E J I
\ ) J \ I ( N87°5741 "E I ) —— 130.07'— IPF— — u
129,98' IPS_— —/—�.�— w
g _ F a / /�- (ll 3'f1 /PF! 130.06', rT/F
r/r r / / - 198.23'' 1 >yy -.T._.L _ r. _I_ ! I� EXISTING o
��- }589=5"-Sgga�p'14� �83� 1=......... l i -' lI/ lll( 1) �) t r y _ �I 25'TREEAND
l < \5,4.64' 107.51' ) �) 81.92' J / / // �// / //t////// (f 1 t J I ( I (� �� +r �_ �/ - 7 - =I` VEGETATION '>
^\ � i PROTECTIONZON
/ / / / �, /r / / , / _� - -� B164,2Q_PG 1009
! I ) / ( 1 / !r N89°1528'E r / / / i / ��/ ' -��-,-
t J ( ` ` \ /— 1 ( Q 1V� 2�' r �/ / J ///i / / /i/ / r5 /N / r v-�
14 93' / % / / >� i �r r� \ v. G w�y w /w ! S 1 2150"W oo
> f \ \ / 16.33f / � /// / /i / �� / / / � � � 1.05'
l %ERIr / J+� \ u 7� y yWy yyWy4r' /I
` ` G\ o
(JTO/B ' \
fT
/ O f [ ) 11(IE / J ^ � 1 � ! 1 / •-// / � i �/ � / � r/ / EP / /� � � �.- � � � a �
o
EXISTING � o
i
\{r\1 1,)!�\< \ ///J/i7��-�� `���-���1 20'DR4INAGE DATE
J / // / / S/i �'� / //J� / EASEMENT PUBLIC
4/19/18
/ v/ \\l - / / /' (1 ! l�/IJ rl r//� I / l J / JJ y ��wy r�%%%// / _ _ _j BM 2012, PG 1223 DRAWN BY
-_ ~_ A. STONE
E IS ING J !r!I !! II('�Yyy\ ry! ;� I!f /� / �� l ~ _ _— 1 �`�- DESIGNED BY
l~�\ \ • S. HEIN
TREE LINE_——_-
\ > 1 ( x\\ /,,�/ _ /�/� -_—__� �� ` —_\__ \`LofIL •
I J j Y".1�, /// �i — J- .J' Y tom_\ \\ \ \ \` r\_��\ \\ Q (i Ri • CHECKED BY
\ ` `. \ \ ` � � �\ \ � N • 7. CHANDLER
/ I \ J S / (r JI (� ! 1 f > J 1 yyy /t / )�) /il / / �� // r - ` _ - - = \ \\ \ \ \ \ I b • •
1sc 100
! \ r ( 1 l (/ / / I f ) y y (1( r ✓ / C •
1N
\f` // / / / /t / /- �\ _ ✓ \\ \\ \ \ \ t t i �'(�j 1.�Uco^ •
, ) >1 1! J 11 y �• //
[ /I r � / � // !.. � / -'' `" -- �r � t \ \ 1 ( ` \ t �1 �. � J d�'�oN •
/ / 1 I (/ .� y\ y y us �4�r + //- -/ 1 f /
r Ir// / I 1 • (I y y `K WI fk % (// / // / // / V _ v \ — \ \ \ C I �Q
W/// rr r\� \\\ \ \ 1 c� I fb(�
./ > / I / ( [ J I y .J. y �,yy \ y / (• r t
// / /• r, / I JCI()�I�y`"jL".�y�
VD
/l f 1 ,\ i Ii1r) 1 \ �1 "�yi t ,�.1f) I), /ZONE /BUrFEfRr \ 1 \\ `\ \\\ \ \�\ \ `� \ \\\
s / / / / / r � � -� J ! f (\ ' 1 \ \ � t w� l.e•��•y / / r /
,c �./ / �r 1 { \ 1 r / � � HERITAGE TREE �
/ / / I 1 / ! I ( \ I \ \ \ \ \\ \\ \ \\ I U
\ ! ! (\ > /> ( L y y >< / r t 1 '� ({ I i �! ( ) I I \ / \ \ l \ a \ \ \ \ \\ \ \ \ �\ \ \ \ a \ TO BE REMOVED, 1w
Y Z B
i s I ) y� REFER TO z
o
(HERITAGE TREE
REPLACEMENT Ll l S
41✓r"\\ \\ \\\\ \\ II UZ01
1 \ \ l ti LANT LIST (, 00 Z F
406,'/ ! I ♦ �c r v , < - \ \ 1 l I I w 0 s
° � I / I I/ /I/ �4• � �� r � � / / J \ I \1(rf llr z¢U€
fir—/ tJ/' ! / ( LEGEND 1 ` \).`1 �illl"i' III laza
n I � r I / \ I \1 I / J`Y y .Y /I •' �/ / / / � i rC} ) ) ( W V, W l ( ) \ \ t I I I ( ~ Z `� �O
(f)a (ns
r X v v r' J t / �_ / I J t EXISTING WETLANDS
�^r/�J/ I 1 yy� SCALE 1"=100' 0 Lull
FLOOD
I o I �r I 1 / ,�bCt / r r > —/ / / / i FLOOD HAZARD SOILS ¢ e
( � \ � , � � 1 0 100' 200
)^ CARL EDWINF�ILCO � � I \ ! l 1 � I r / J y v .y
04
ZYLDAMAR/E\FALCO / 1 ! 11 ) ! ! \ y(yyyy �/ r , J' / / / J NOTES: z4
\ TERESA FALCO COLMAN / ( ( ( ! , aye ( ) / / J / / / 1. BOUNDARY AND TOPOGRAPHIC INFORMATION TAKEN FROM SURVEY BY TIMMONS GROUP DATED �E
\VICTOR WAyNEFALCO e 1 r / \ r 1 > yy�yy//[ / / r � J r /o / J FEBRUARY 3, 2017. 's
> \ \P/N: 967 -OS-6672 / r \ 1 t / r { 1° yy �� I t { r / J ( 2. WETLAND AND STREAM DELINEATION BY S&EC, PA DATED JANUARY 30, 2017. a
DB. 16896 PG. 1119 f I ! 1 1 o J ( ( yy�y y r ) J // �/ , !� 1 % I 3. FLOOD HAZARD SOILS FROM WAKE COUNTY GIS DATED NOVEMBER 2016.
rl J ( I r ( r" [ �1 1 y �y k y�� /// / / ) ( / [ / r 4. THE SUBJECT PROPERTY IS LOCATED IN ZONE X IN ACCORDANCE WITH FIRM MAP #3720067800J AND a i
o 3,374,331 SF / / / ( /y y y / r ( I / / > 3720066800J, PANEL 0678 AND PANEL 0668 WITH AN EFFECTIVE DATE OF MAY 2, 2006. i
~� !� I / ) J (J_ J I ) y \y - f / / / t 1 / / 5. PER WAKE COUNTY GIS, THIS SITE DOES CONTAIN FLOOD HAZARD SOIL LOCATIONS. AFTER PRELIMINARY
777464 AC
1 J / APPROVAL, FLOOD HAZARD AREAS SHALL BE DELINEATED AND/OR EVALUATED TO DETERMINE IF A FLOOD
AZ7
i
STUDY WILL NEED TO BE CONDUCTED. THE APPLICABLE FLOOD STUDY STANDARDS PER TP -02-01 SHALL BE rrr/I{(FOLLOWED AND A COPY OF THE RESULTS SUBMITTED AT THE TIME OF CONSTRUCTION DRAWINGS.t) ! \ a )\ .'s

E
NOTES:
1. BOUNDARY AND TOPOGRAPHIC INFORMATIONTAKEN FROM SURVEY BY TIMMONS GROUP DATED
FEBRUARY 3, 2017.
2. WETLAND AND STREAM DELINEATION BY S&EC, PA DATED JANUARY 30, 2017. i t \ \ r \ / ! \ 1 t I 1 \I (I
I®�
a v
3. FLOOD HAZARD SOILS FROM WAKE COUNTY GIS DATED NOVEMBER 2016. \` i1
- } 1 i � ij I
'
i elf � a
4. THE SUBJECT PROPERTY IS LOCATED IN ZONE X IN ACCORDANCE WITH FIRM MAP #3720067800J AND \ \ J I
3720066800J, PANEL 0678 AND PANEL 0668 WITH AN EFFECTIVE DATE OF MAY 2, 2006. r I \ I !
\1
O
HAZARD AFTER PRELIMINARY T \ ^ ( I J S 1
1 N
=6 N
5. PER WAKE COUNTY GIS, THIS SITE DOES CONTAIN FLOOD SOIL LOCATIONS. (
J \
(\ \ \ 'I 1 I
t
I a M \
LL
APPROVAL, FLOOD HAZARD AREAS SHALL BE DELINEATED AND/OR EVALUATED TO DETERMINE IFA M 1 I / I }
1 \
l
FLOOD STUDY WILL NEED TO BE CONDUCTED. THE APPLICABLE FLOOD STUDY STANDARDS PER TP -02-01! > ( 1
\ / \ ( I 1
`
�
a
SHALL BE FOLLOWED AND A COPY OF THE RESULTS SUBMITTED AT THE TIME OF CONSTRUCTION _ i e / \ \ ( I \ 1
/(} ilo
!
I \
_'
�m
o
((
DRAWINGS. r� \ I
}
( \ SI I h
! \ \
o
LEGEND SCALE 1"=100'
t(b \
EXISTING WETLANDS yWWWWWW Z , t ' ( 1 1 1 r / / Ili
WWW 0 100' 200' 1 % / �� 1 ! '
!f !!!.
IIi!
, s .,(\ J // / / / /'J'
FLOOD HAZARD SOILS I 1 ( ; f /,! ()' / ✓
'!/�f I
o
\ i \,r ` �/
1 41,5 ei i'
�rr
DAE
4/19/18
\
CL �1
r l ,�,�
y- -� r '
0
L t
/ •` 1 C I I 1 I I 1 11
L /
// /' -
BY
A. STONE
` ,�
\ i P J r( ( /
,
v } 1 r %I ( ) ( ! t 1 I1�
i
c / // /
•
DJ Y
�`
LdiS.
I
-
i
\
HEIN
EXISTING TRLE-LWE I I! \\ / �r ` \r y / i,/ / (( r l I}Q �\ `CHECKEDf/'
J. CHANDLER
W/ !1 I
( 1 ' / POSSIBLE 25' DRIVEWAY LOCATION \
IF DRIVEWAY CROSSES FLOOD SOIL -
A FLOOD WILL BE REQUIRED
•
•
SCALE
1 " = 100'
I%,
— ^J~ _ �l / \ 1 ( ✓ \� % / ( 1 ( )// /, 1 /, / ) /lPk (
_ /' i \ ^ \ I� �~
STUDY
/ BM 2012, PG 1223.
•�
`..
/
;f/,
I 1 DILAPIDATED
IL
1 DILAPIDATED ) BAR r)
W
< ( SHED �� 0 1 1 \ 1 ! a 1 ( r \ ! ! I l I ' 01//6
r
o cry
f �)t!/
/ _r� i 11!! 1(
\ / ^ \ / / /! / I / /( !rl l
-p
z
_f GRAVEL DRIV\i Y / �' ! �} l (! �VWWWWW
4'FENCF.\ ( iii (( -/ r/ 1r��o�( v J 1\� //� f/I(('\/)lfll(
//I/
U) o o
ORm
!1 �����
J rr1�ll)r� (l r/,.,,1/ f r .,
}\�`
Y=om
/! / y
` /
1
ujI2z
w Z
ir 11 \ \ / ! 1
♦� Z
D
--
Luw
>s>s9 �� / ) / (\\� ,1/ '\ �(o�'' X111 1\\\\\�\ f (��
Ns,7
j� i
Z<U
O
` `IPS \\ \ r j
\ \
( 1
Z
Z
N74_2,499 9B 10926 IPS ! 1 / \ ^\ \ y1� \ 1 1 r 1 \ 1 1 I \ ! ( \
\ \ ~ `�� 4.\ . 1
%' /
Z2
U) >
F -
N69°53'16"W ` �� ) 1 J c\ \/ < < r 11405 I r 1
_
HERITAGE TREE Ti9 AE `
m
w
gg' y
� ( I a ( \! ) o o
REMOVED, REFER TO \ '� 1 ( � y-
�o
LL
f Z \ • \ ,� \ -J ._.1 i ! / ( i ^ c�
` /
HERITAGE TREE \ 1 ! ( \ l / l
�� (s� `y
r�, a
L
O
Egg I REPLACEMENT PLANT LIST C ` _ l�\ J r / I _< \
p Lo
I99.P91�
I
1 SURVEY CONTROL •
/TIMMONSCP2 5'REBAR • (� a \ r ` ' / �' \ ( \ \ J ! \ I I
\
/ <
N. 684,717.218 / S1 °)426
\ �\s'ss° \ \ �S`�?> r/
1 2p7 \ (�
E.• 2,070,750.821 �� \ r \ 3374'
39070
C.D
SHEET NO.
CWI-1.3
/
-

LEGEND
PROPERTY LINE
EXISTING RIGHT-OF-WAY
v ;
V V r�
------- EXISTING ROAD CENTER
oo+—a
v
ADJACENT PROPERTY LINE
_ • ��
_ — — - PROPOSED PERIMETER BUFFER
3�
,/�
\
PE
oewx x201,-0
— — PROPOSED DRAIN EASEMENT
o
o
-
�Ex•EEN EEEx
xD
isoru+ixo
RETAINING WALL
— —
— — — —
PROPOSED RIGHT-OF-WAY
I
F
_ —ea
EASE c DNpxma
PROPOSED LOT LINE
— — —
BUILDING SETBACK
��
o
—�/
��:
I
j �'C •' ��— '
RETAINING 1 �" i 176 _,-'- �.\ / __ '-
'.��. - �/. \ ' '\k` WALL ; ■ 1, 175 \ �."� G-
I / / •• •
------- PROPOSED ROAD CENTER
PROPOSED EOP
O1,'�
174
/ _ �/
-, /
= RETAINING
WALL , CREEK BUFFER
10
; .; / 100 -YR FLOODPLAIN PER FLOOD
' _
;,72 1 (',73-� f'", 9 / / • +--/ 1 �' O I STUDY
=CM i I 711 ,26 EXISTING WETLANDS
112 EXIST NDS
o
162__J r
L-- 80-- J ��• • T � '\ 40 \
1
u,
1 1— ('RETAINING
/
1 V/ '/ �° xx—. mIea°°wI.,xe _ —i
'/ _1
//`�\�
ui
6
` `141�
%
_1_61_1
— "6 —_,J .'':{'.lL;`}rj•/ //
__ .
—`,
_
!
�>
DATE
4/19/1 8
D0.AWN 0Y
A. STONE
Q r— _, I f—O I 16 `% / (��� / ' 124 N
1 / 1 RETAINI G I
^^tel
1
I If�
/ �`•/ r_—_ --`—J
j C / _>
1 \
L-164 ` J/ / I
144
184 �7 :: • /,.� `i + / `39 /n1
.=.IL_l�[.�.Vl \ /�. ,BS � `J • / n/ � /1 ( T / /a w
'------J � `) .�. • �. 145 � / \
— — — / / / / 137 �
L -----
j 123
O
L------
i ------
122
WALL f II
- \ /
f �
I /
z
•
•
DESIGNED B
S. HEIN Y
CHECKED 0Y
I
r--� j 1 1 1 1 1 I 1
` _A 1 �
��` 146 / '\vo_ �`J I
I
L------
•
•
J. CHANDLER
SCALE153
1"= 250'
_
0LeuPo x — —
152 151 150 ::�•' �J / i n� �- I ' 12 b'E"ue �.,
_ � 147 �� / � 1
�
�
I
I
'�J `\`�` �
f-- 1 �_J
1_— 155 _J
146'7 s / / ; / ; / �
/ r``��� ``/ �� rte\` � / � 135// / I I
' 120
L— O —
SCALE 1"=250'
r' ,•
�
•
•
•
--'---JI I
'-----
i
r r 0 250' 500'
xr rl
DNDDr Rulo,
------ �
--t r— � � � 1 1 1 � � � 1 I i i i i i I i
, `------
� � ('�7 � ice` i 130 / �? r=1 '
/
j I I
r— , ---�
1 29 I I
r• 1i
1 1 1 1 1 1 lO 69 1 Io0 1 O 73
�
ETAINING WALL
I 118
`------
I
j O I I
I I I 1
3U
1 1281 i
�
w 1 i 1 A.
r------
\ I
------J
1 I —__--, .J• L_. .
/-))3
1 1
_RETAINING f— y� 1 11 11@115
L -----'I 1 1 1 1� 1 53
1 1© O lO O
— W��A..LL� 4 52 5 Sp 4
102
03
o --/ 1/ /
s / pq / l ,_ i
1 ��> /
r__—__—
\
/// I
i
¢
r_____,
©1 1 1 i 1 1 1 1 1
1 1 1 ' 1 61 1 55 j l
O
�J / �, r—
97
/
z
9
I II I
j1
10
L------/
0
U9
U
z
g
90 / /
W
OI 1 O1 4©, 1 1 1 I I 11 1 I— 1 I / %
1 1 41 1 1 1—
1 1 1 1 ' ...1 L.
>K° �� J/ ;
, 76 / n� A / / / / 1
`) \'\ ��J/ 87
RETAINING
WALL
7
w
W
H
O__J I
j 35 _J 1 37 I I
40 1 1 / i—
I I 1 1 1 1 _j. —
I
n
t / / / / / / •\ �� / / / / 86 i
©
•: •
..--
i/Bp
—" "'
%
,DnsexursmePnrxT ` ErTmxNuwE
�i// 82�/ it/^�,
>
NJ >
0
suF�e
I
xr ` 83 / / i 1 I
r___
I 11 I
I
I
O
x,cxrruax w+e
I II
/a\/ BS 1
------�
110—
110
I
O
1=i
s>��oN
/ rwesD NEDw�`
I
IEsr� WDo °aNro
axxoO RIG T
Hr°u..
—
y r•i°Ea.r j
1 ` 109 i
—
SITE DATA:
TOTAL SITE AREA: 77.46 ACRES
TOTAL WETLANDS: 3.25 ACRES (141,365 SF)
TOTAL OPEN WATER (PONDS): 1.71 ACRES 74,810 SF
I
TOTAL STREAMS: 1,875 LF
/ TOTAL PROPOSED IMPERVIOUS: 27.74 +/- (35.81%)
_ _
' \
i
3Na.
399 070
SHEET NO.
/
CWI-1.4

10' TYPE BSEMI-OPAQUE
s
PERIMETER BUFFER
\
s
\
¢ y 3
MEDIAN ISLAND
\
� S
w °
----
--------
PER ZONING
�'6tdE?iTI6N-----------
ONUME COLUMN,
— -- — --- ----
EA EN PER ZONIt`
�B��
� W =
`
REZ-2017-071
_I
w
as' 90' �.�. W �. W.i• �.—.—._.ter._.—'—.— — W W ,oa 75'
PRIVATE STORMWATER CONTROL
1
1
W
W W W W W W W W W W W
,^
MEASURE ACCESS AND
1
�O
WW 1\
MAINTENANCE EASEMENT
\
�,
i
WyWWW/W W W W W W W W W I/./ `_ \ \
W ,Lf. �1-
W W W W W \
175
1\ ( _%-116•' �_-''
~
>
C,
SCM \ �J
W II W W W W W W W W W /' - -�
1 #2
OX16
W y W W W W W W W j' \ ` W W
STORWATER CONTROL
_--3
14
\
;pPRIVATE 1\
ACCESS AND SCM
64"MEASURE
-
4A
20'
MAINTENANCE EASEMENT #1
---___�1 r, 174
�,
t\ -t -( DRAINAGE EA
r
I-_-__-, I I W
I I I \�.
I
----- --
W
`I' `\' W y •Y W W W W 1 I 1 \ ��-�
1 -.i•- W y W W W W W 1 1 \ L
\
�_�- 1� _
I / �,%% 72 .' I I I
m
x_143
W W W y J W W W W' �
17 ('� 1
' 1 179
DATE
1
2
_
Q W y W W W
y y W � ' 1 1
J I
' ^�' a 1
r
131
I
I L---------------J 1
_. �.-. .- r
1
16
- 1
w W W I
_ L'-__�-
0 _ y W I -
1 J L
---------------
,Q'Z
Z3 �\` 6'
_
DRAWN BY
A. STONE
1
163 I
6Z
N16.20-�^E
i �
DEBIGNEDB Y
S. REIN
-
' �'g, 6T 9.
O
,3i3 At I
J m----------------- 117' i
-100000-�.� �
I R..= --
•
•
�t
2'�� I
164'.-------
i
J .
LL N6e•ar,e•E_--RILLCREST GROVE WAY—_�-
_
20, \4a• I �
~
1 1HU
CHECKED BY
7. CHANDLER
// 1
I `-----_-----J
_—_-- 229.09'
_ �,
'I I
•
SC E
i = 100
( L
1 I I
145.-----"'1 I ' - --�'
- -• 1 �----------- I 1, 6' r ,i 1 j - , 55'
1 \ '' -
r- \
\ \ \
Y \ 1
1
I
---
r-- �
170 1 ��o
�
1 1 W �
�-------•
\\
_�
� u, i 18
� e i I
• •
rn\ , O 1 1 1
W \ \
16
169
i i m 169
'I
�
\� S20 43'38"E �\
''
1
\ ---------'
----- $ 167 '
143 1
f�
/
i _167'-'
----138'----- j
� 182
L-------- 37 l�
L-------J
WWWWW y+ W
I 1
1---------------/
___147'______
L-----' ----J 7Q'
143'-- 70'
--------
---------------
1
I
Zlm
i20'
O
0
Z
r---- 1
I I
PRIVATE
I o 1 164
J ,,
O
o
,1 \\
___- -_--
WWWWWW
m
W W W ,O
I 0 i w i - 1 DRAINAGE EASEMENT N
1 159 1
1 I
o /^`�,,; , er,,
�� _
U
Y
L------- _
,76'
W W W
,
1 I
-___-J
i L-----',43-------
-------------
r-------------------�
r
i I ol_ I 1
WWWWWW----------------
W W W
151'._-----.
N
SCALE 1"=100'
mW//
Q
}Z
� }
`��___- ©
WW WW WWW
1
158
0 100' 200'
Z
LL H-
O
Z
g
1
LEGEND
W
d
oliu r
3
W
~
`
-_-_15Z------- ,
sz - -
PROPERTY LINE
~
i ; / �, z5
WWWWWWWWWW ; 1 O ;
1 157 '
77' _-- =- ; ; ----
I� r-- ___ __—_—_—
W (
EXISTING RIGHT-OF-WAY
EXISTING ROAD CENTER
Z
_J
1
Z io 1 1 1 ' I
Q 1 1 1 ' - -
ADJACENT PROPERTY LINE
a
i 12 /"� < `'� W
WWWWWWWWWWW
------'48-__--- 1
1
; ' - -
6' m ' 15:
PROPOSED PERIMETER BUFFER
O
a
LL i 154153 — —
;
PROPOSED DRAIN EASEMENT
0 ; ;
PROPOSED RIGHT-OF-WAY
I �,
z
yW
^
`-----____--
1
PROPOSED LOT LINE
LL I
L-----, -
BUILDING SETBACK
.,
-------
mi Ss' 35'
PROPOSED ROAD CENTER
PROPOSED EOP
1-----------------J
�4
CREEK BUFFER
--------155,. '. L------- --143
I I Qp, J �,
'
108'
_�_--------L-1-77.61—
j 00 O 000000 06
100-YR FLOODPLAIN PER FLOOD
STUDY
°B"°.
PE
j 84' 30'
'
292.89'
2'°a
38' 66 66' 4
•
EXISTING
39070
Q E
I I 276.66' R-205.00'—
TALDO WAY----=aa.00-
_ _----"�"s6'
59' ____'1 r____-_� '•'+
25'
r--
I
WETLANDS
SHEET NO.
T
N I N89°OB'10'W 1—
Ss'
---� , 1
I I
CWI-1.5
�----------------J �
5�'
_----^ 1
1 1

MEDIAN ISLAND
— PER ZONING
-eeNDfff0 d----------
REZ-2017-07 ----
\TER CONTROL
AND ,
EMENT
\` 175
-----� r-------�
r-- o
1
1 1 1
1 1 1
1 1 1 1
1 1 I
----------
GROVE
9
L -------J 74.
70 74'
20' PRIVATE
)RAINAGE EASEMENT
__.------------- -- i L
01.89'
20' TYPE B SEMI-OPAQUE
PERIMETER B FFER PER ZONING
CON ITION REZ-2017-07
RETAINING WALL
__---------------
ION_UME COLUMN & SI _ _ _ _ -
----------
A EN PER ZONING 130 130' 50
30'
017 7 ----------------
-R,I
4' 75' 715.16' 1sa PRIVATE STORMWATER ........................—
_._._. ._._ --
CONTROL MEASURE ACCESS
�11
11
O176 1\ AND MAINTENANCE �—� \ I
,� /.. — — _ _ EASEMENT
' W W W J• W W � I
O \ W W W W W W W W W W W
SCM
#3
20 PRIVATE i / / /.-- `�._ J—'/ L.
DRAINAGE EASEMENT — !
100'
71
179 I I
\a \\ O � I I 1 in
o] 126
W W
W /
1 � WWW I I
Oj W W W W I
180 / W W W W W W
185
184
CATALDO WAY
�-�512�.00•
M
W W W W W W v
.Y W W W WI W W
1 W W W W W W W W
I W W W� W/ W ♦
r W •!• W � �l7 W W
W WI W \y W
_-, WW�{yWV WWW W
1 W y W W
% � / WWIWWWW W
•-J / �/WWWWW WW /
/ W W ♦Y/ /
W W W I
WWWW W4. /
W W W
W i- V
W W
ID W W
W W W
W W W
"IL W W
W WSW W
W W W $-
W W W W
W W W
W W
W W W
W W W
W W WA'
W W
148
W % `7675.
j -
i �i 149
1 I 127
1 o I I
1 1 I
1 I
L----
I � 1
00.00'
JV LONE Nee'S4'iTW "J Qs•!
61 %
0 50'
^� 1
I
�Im 1 125
a
•� z
RETAINING
WALL
SCALE 1"=100'
.EGEND 0 100' 200'
— — PROPERTY LINE
EXISTING RIGHT-OF-WAY
------- EXISTING ROAD CENTER
— — ADJACENT PROPERTY LINE
— —' — . — — PROPOSED PERIMETER BUFFER
PROPOSED DRAIN EASEMENT
PROPOSED RIGHT-OF-WAY
— — PROPOSED LOT LINE
BUILDING SETBACK
------- PROPOSED ROAD CENTER
PROPOSED EOP
CREEK BUFFER
........ D o 100 -YR FLOODPLAIN PER FLOOD
STUDY
EXISTING WETLANDS
z
0
f
f
DATE
4/13/18
DRAWN BY
A. STONE
DESIGNED BY
S. HEIN
CHECKED BY
J. CHANDLER
SCALE
1^=100'
ms
a
m=
m8
B"
]OB NO. n
39070
SHEET NO.
CWI-1.6

' '1'. ' 20' PRIVATE i
-------156'-------
----------------
134 / ,DRAINAGE EASEMENT ws.
g
-
/ >.`
33' W �. / )' i i 135
z
219' W gl'
`l
L-------
r----------------
- --�_ l5, ; (` 149 `�
CATALDO WAY
,a'
y
W a
49,
1- T------� r_ 0/ / , 1p' -I
------- 156
\
m
o
RETAINLL
11 1 ' 49. .�- t`. i ' i ''
20PRIVATE
N
i=a
r----------------
1 w
I I 1 `
1 I I i
I I DRAINAGE 130 i -----
1 i i
o
73 74 NEASEMENT
129
L------'156'-------
i
\
r________________
O,^.``
99 / i ; ; ATQ(� `�.�� I
117
0
�.. ;/ i
t`
9' o�,qr l° ''--------�
�._ 100
i
, ;' ;� /' �., i
.�` \ g,
31' 35' � / / i � 101 i i i 5g' \
L------' 155'_______
r----------------
I
---25'
i 7 \ �°
i r------� 20' , ,/ 20' PRIVATE / �� i i i r'` \ 771 14 i
w
_
61, `���/ i DRAINAGE �' / 102 i i i i )
I I i I I <� EASEMENT -----
•� _ / / / / / 103
�' --_ %L-------155
_-�/ / / / / / / 2' 1
/ ��� 2a',a'
'___-___
/ Y
/
ai,3i�s
----------------
51 21 45' �. i i i / 104 / �9.
O i / --
A. STONE
105 / / / / 1 / I I
p I
/' i �' -
97
L
DESIGNED BY
/ /
S. REIN
CHECKED BY
3,' 56'
w
O 1 O
I 114
N
/
/ \
•
••
7. CHANDLER
SCALE
Q
n
/ /
•
r = /DD'
_ (`` d
sg" '`�J,^ 2g'
1
L------'155'-------
ro
/
•
•
r---------------- a
59' / ! / ! 20' PRIVATE �. F-
`�-\_
``\�\
•
57' 4j, �. % % i i 92 b i i 5 �I I I w
DRAINAGE ' ' of
--' 20' PRIVATE ,. \_ s' '`J �`` ;^ ; 91 > I
I `"
1
Al EASEMENT
DRAINAGE sj. / / / / �� / / % so'\
`��i^ `
o
i 85'
EASEMENT 1 6, f i'i' i/
1 1 �/ I m / 4S• qO
47 1 g T t, / / / / 89 / / / / / I
O 48
L72' ----N WWWWW W
;?
1 I / m/ % / > Fk0 s>• t^` % % i i O �O i i j 1 I
Rte` ^`^J / / I
/
yWyWWW�W _
W W W W
RETAINING WALL
/ / / /•� / /
Z
61,
U
t I
W W W
I
w K
W
"
WZ
I
;
o' �
73,
; 80 i i �` \ \ 69. 1 i
_ ____
w =)
g
------.,5a --
LEGEND ,� ;' ;
I
– – PROPERTY LINE !
cn
.
EXISTING RIGHT-OF-WAY �. 1' �! ® �'^.,\` s'
I
L -------
��'-------
Z
-- ----- 6j. i i i i i > �9, I
EXISTING ROAD CENTER '-
\,
r ----------------
w 1
>
'
r-------
– – ADJACENT PROPERTY LINE I
m I 1
' i
– . — . — ' — ' – PROPOSED PERIMETER BUFFER
84
�______• i
O
— — PROPOSED DRAIN EASEMENT 'y� ;' /' ! {
� 85 f �
20' PRIVATE
_ 155'--_----y
PROPOSED RIGHT-OF-WAY %/ %� ;
---------J
– – PROPOSED LOT LINE >�` DRAINAGE -
I m
i
— BUILDING SETBACK EASEMENT 1
ti> T�
<< �-
------- PROPOSED ROAD CENTER FFo s"
i
Z
PROPOSED EOP
CREEK BUFFER / ad
-`�--'�-
�(
100 -YR FLOODPLAIN PER FLOOD / /,!
0 ..........
;
—�_ SCALE 1"=100'
STUDY
EXISTING WETLANDS ' L ��
`
0 100, 200'
BHEET NO.
CWI-1.7
I

G1NI-1.1� f
CWI=1.1 E
CWI-1.9; E
w�
_ - - -_-- �- - ---, 3
_.BE
76, —._.—.—.-- __—____--
�.• \'; SCM FPO SCM o o
#2 I 17 \ #3 > _�zw�x
#1 \�\� I 174 1 \O/ //_ / //, �% .i ���� o
( 19 5 173 Z-•. � ! � / SCM I � 126
, �; o
/ /� 180 :•.7:' // \\140 \� / I m o
/
f I 16 22 l 160 165 _ 3 �y,� : C.• ( 142 _ J 125 Q o'
124 z o
I J 159 O -
•� i 44
14 24 I 184O o w
���111"' ,38 123 SCALE 1"=250'
,3 25 0 500
• / 145
I ::•:•:; 157 146
165 137 o a
� I � 250' > o DATE
( ,2 26 156 154 153 152 151 15 •• -7147 121
' 4/13/18
X • - j' 133 orsawN BY
27 / 748 734
( I 11 PO 155 O ,•�/ / t� 135 t20
( 28 O SITE DATA: A. STONE
I j
O / 149 F \ 136 179 I TOTAL SITE AREA: 77.46 ACRES os HE,"
1 i t0 —1 . \ TOTAL WETLANDS: 3.25 ACRES (141,365 SF) EO BP
! ,30 „g TOTAL OPEN WATER (PONDS): 1.71 ACRES 74,810 SF • CHANDLER
I G 29 I 68 69 70 71 72 73 O
63 64 65 66 67 — — — — 75 98 29 128 TOTAL STREAMS: 1,875 LF • —B
i ® 3o I O _ _ — — — — — _ 99 117 TOTAL PROPOSED IMPERVIOUS: 27.74 +/- (35.81 %) • = zs°
g _ 100 •
10,
31 I 62 ; — — 102 103
O 54 53 52 51 5p 4 104 _
1/ © - 32 I 61 58 57 96 55 _ 97 96 105 106 115 / i i
I j Q 33 60 59 O 95 94 107 108 114 / j
92
—1 = i i 91 1i3 /
I 44 45 � 146 Jn:z-
42
3440
h j 7.
0
m ..
5--' ' I
1 I
o
z
�i I
i
\ 84 I /LL Z t
\ 85 I UO E--� -
7 +.•\ 110 i I. i wo
z a W `
OL ao
1 109
•
WETLAN D AN D STREAM
I M PACTS
z
U) >
r
QBE
Z
J
Q
a
O
aC2
2
Z
DJ
WETLAND IMPACT
STREAM IMPACT
30' ZONE 11MPACT
�p
<
Q
Ea
MAP
IMPACT
IMPACT SPECIFICATION
WOf
~
U
o
W Z
Q
LL
\ 84 I /LL Z t
\ 85 I UO E--� -
7 +.•\ 110 i I. i wo
z a W `
OL ao
1 109
WETLAN D AN D STREAM
I M PACTS
z
U) >
r
QBE
Z
WETLAND IMPACT
STREAM IMPACT
30' ZONE 11MPACT
20' ZONE 21MPACT
<
Q
Ea
MAP
IMPACT
IMPACT SPECIFICATION
LL
a
PERMANENT
PERMANENT (NO LOSS)
SHEET
NUMBER
Z
o
O
(SF) (AC)
(SF) (AC)
(SF) (AC)
(LF) (SF) (AC)
(SF) (AC)
(SF) (AC)
W�
o g
CWI-1.9
1
UTILITY CROSSING
636 0.015
40 240 0.006
2448 0.056
1721 0.040
3:a2
CWI-1.9
2
UTILITYCROSSING
1311 0.030
2338 0.054
CWI-1.9
3
SCM DISCHARGE
570 0.013
631 0.014
421 0.010
a
CWI-1.9
4
SCM GRADING
1918 0.044
CWI-1.9
5
SCM DISCHARGE
475 0.011
648 0.015
m
CWI-1.10
6
ROAD FILL
7468 0.171
914 0.021
CWI-1.11
7
UTILITY CROSSING
709 0.016
=_
a¢
CWI-1.11
8
UTILITY CROSSING
2149 0.049
1286 0.030
CWI-1.11
9
SCM DISCHARGE
669 0.015
425 0.010
—No.
9s
CWI-1.12
10
UTILITY CROSSING
2471 0.057
39070
CWI-1.12
11
1 ROAD FILL
1 123 0.003
1
65 0.001
= E
°E
SHEET NO.
CWI-1.8
TOTAL
7591 0.174
4386 0.101
979 0.022
40 240 0.006
7682.8 0.176
8756.26 0.201

PERMANENT NO LOSS
WETLAND IMPACT 3
\ \ I ZONE 1 BUFFER IMPACT 3/ E
SCM DISCHARGE t < - - - . - _ E
_ SCM DISCHARGE _ _ _ _
/�-�- �\ 631 SF 570 SF I•- } --- \ k��----- aj
�\ PROPOSED \
/ / \ PUMP STATION
ZONE 1 BUFFER � - \ ♦ -' >• _ \ d
r a, iL \// 4, 'lo}—y q ,�i �, 14, I r — �.\ ZONE 1 BUFFER
IMPACTg 5
♦'� i. \�� _ _._.� N SCM DISCHARGE
.IV �L� �L �� �� - �`i_. �c._.U�- �L- -`k -':R 475 SF \ }� v l 1 v N o
L L \,, \V' ZONE 2 BUFFER \ Iv \ t! ~ >
�CM
IMPACT 3 \Y
j -\)4,/�L yi �� ��� LV �V\ ZONE 2 BUFFER IMPACT 4 _ `\ \ SCM DISCHARGE } \ \
y y 20' PUBLIC ` y i SCM GRADING i \ 421 SF \ L L L \ o
I' \ - - \ ` �\ \BUFFER IMPACT _
� � UTILITY / y� _ f 1918 SF \ �• �,\ �y\ 1 �v � o
EASEMENT / i \
(FUTURE) J \\ ♦ ZONE 2 BUFFER I \ I 2 UTILITY CROSSING F
\v! 2338 SF o
�L �L 1 ' , IMPACT 5 \ I I
\ WETLAND W1 \ ZONE 2 BUFFER_ - j \�� SCM DISCHARGE \ t \ I _'
� w l
I f 1 r \ 1! 648 SF 1 j \ \ �' ¢
�W I 00 o c
ZONE 1 BUFFER 1 } I J -E
,.L .+- _ •� ` \ '� � \ �. IMPACT 2 UTILITY `!' J � I I �
0 5/3/2018
CROSSING' < v l I DMWNBY
1311 SF ) \ D. HOISAN
I \ 1 1 �v
/ \ ZONE 1 BUFFER \ / v \ • DESIGNED
IHETNBY
_ \ / IMPACT 1 UTILITY / v
\ V - _ �' _ - _ - _ _ _ • CHECKED BY
CROSSING
SF ( J L ` \ — • 7. CHANDLER
fid 00" \ LL
- - - \ L L
\ r _ - •
�\ �� l t __ ��� �` LLLL t-.-._`-.- •
_ -
- - I + \ \ \ - \ \ \ \ 3 \ \ M \ \ LLL 11 ZONE 2 BUFFER IMPACT 1 UTILITY CROSSING
s LLL 11 1 915 SF
tp-
_ rimi
V
r \ \ I t-._. �.� �i \I� \ \ }Ji PERMANENT NO LOSS WETLAND IMPACT 1 UTILITY CROSSING
._. ---------
40' PUBLIC , \ ' 1 1 wl \ �) J I \ J 167 SF .......
D
UTILITY \ _\ \ \ ( \ i \ I \ TEMPORARY STREAM IMPACT 1 UTILITY CROSSING O €
EASEMENT \ 1 I \ } J / \ < 40 LF / 240 SF - 7 U-)
PERMANENT NO LOSS WETLAND IMPACT 1 UTILITY CROSSING a U
1 469 SF .° Y" a
o j 1 \ \ I \ \ I J,•JJJJ, , - � s
ZONE 1 BUFFER IMPACT 1 UTILITY CROSSING -� Lu
p
Lu Z
j \ \ \ r cn r 1 \ \ \ \ \ t I} \\ t5 1212 SF . J,JJ,J,E
(! ( \ t i \ ZONE 2 BUFFER IMPACT 1 UTILITY CROSSING i U z ui
Q
cy
ll 1 \ I t� i I \ ;\\ \ \ 806 SF 11 ' I i UJ
/ I \ } l 1 (�
SCALE V=50' J i \ t \ i1 \\ \ \,I / � 1 a z �
10
0
� \©`\i >Z>z
1O g�
STREAM B
WETLAND & STREAM IMPACT LEGEND: ` I \ \ ' \ It 1 t /\ \ \ ` \ l r t �t LL w
® PERMANENT WETLANDS - GREEN t i I I ♦ \ \ \ \ / t O
PERMANENT WETLANDS (NO LOSS) - ORANGE t \ / } (� 1 \ ZONE 1 BUFFER
® TEMPORARY WETLANDS -PURPLE 6 i ZONE 2 BUFFER \ \ \ `i'' /`1' `b I \
\ J
TEMPORARY STREAM -BLUE WETLAND W1 I, \ i \ 160 I Ea
® BUFFER IMPACT-ZONE 1
39070 i=
BUFFER IMPACT -ZONE 2
SHEET 10.
CWI-1.9

E
/ SCALE V=50'
u E
♦♦♦� z
\~ t 3
0 50' 100'
\ aW
\ \ W 600^
dam
\ z WETLAND & STREAM IMPACT LEGEND:
® PERMANENT WETLANDS -GREEN o
PERMANENT WETLANDS (NO LOSS) -ORANGE
® TEMPORARY WETLANDS -PURPLE °
1 \ I ♦ i -' ! / f� \- ------ -- -- - --- -� - -----` �
-,-- S -- s
i
j { {M TEMPORARY STREAM - BLUE
_ _ _ _ _ _ _ _ _ _ \ J ® BUFFER IMPACT - ZONE 1 10
lu
® BUFFER IMPACT - ZONE 2
/ ? r POND r \4/ \Ix \ \ I f / t s - f J ; r 1 ° DATE
} f } r -� 1 J \ 1 5/32018
/ \" i ( / ! \ ` \ DNAWN BY
\ ♦L �, ♦L ♦L 14-
LANi - \ D. M075AN
WETD 1� _
' i e W2 \ W l✓ �✓ ! r J f t \ J \ '// ` -♦\} \ _ \ \� '� - DESIGNED By
. ��\\/ /1� L �/ � i �/ ♦� {\\ f ! � 7 `Jlf� '-- \ I `l V) / l , � V�' S. REIN
�\ ScI V I , -1.`'! i/ f l t \ \ `\ /ltl/\\ `i { \ v J -' ••• CHECKED BY
\ \ i r )� W W ♦L � � 1 � I ( { \' ` \ { ' \ \ / ' t / f �r( r ( j J j J ` \ \ f'''" • 1. CHANDLER
— / \ \ J / T { -� J S ` / / } i - \ • • SCALE
DNE 2 BUFFER IMPACT RETAINING WALL {� J ! \ \ \ i \ r \ t_1 J } I \ • i^=so'
UTILITY CROSSING c , t \Lf W W W W \41, -4/— \L— t ♦L\ d ( 1
i38 SF— ♦� \L ♦ PERMANENT
WETLAND IMPACT 6 ROAD FILL f \ ( I t \ ("" / / \ j `\ • •
t \- ♦y \y 7468 SF
\% \ `t0 \/ ♦/ ,- .,. I... rte-_- ` r 1 t
IMPACT 6 ROAD FILL r- --------------
1\�JlI D�
TEMPORARY WETLANDr ( ! \ \ \ 1
� { d J
914 SF ---1 --r /�
\
RETAINING WALz Ln
L
� ♦V \V \y c � \L\ � t t \ i P 1\� \ � 1` j- _,.- ' l "`'' � � `yam-; = '' O a a
t
Lu 0
--4/fiZ w
Z=
ti ` ` , LLJ Y (n 3
W / O ¢zo
z Q
- g�®
Lu
LL_ —1\`— v _\\ LCREST GROVE WAY- f sA" _ \_ i r'
' r -- ----
L
- L
1
o
� - 7 I
1 9 0
jr
It
'n i '� •.-� a i / i ( i 1 1 `' i 1 l i i I )OB No. 3 a
39070 1
SHEET N°.
i� i r ` i \ I ! ! l 11 691 ! !� ! '• CWI-1.10 E

-- — — — —
— —
— — — — — —
— — — — — — — D
— — — — — — — — — — — —
------------------
— — — — u —
RETAINING z
WALL-
/ r r!/'oo^
1. I
40
oR
00,
e
ZONE 1 BUFFER
ZONE 2 BUFFER I i r r G / �r ��r _- j 1 �L"�L- �V \G \V J�� �V 'k � o'
\ 1 ` vl` _ "• � ! �Yn ^ /�-!•Fi3r �. � _/ / r �' �/ / 1 / .r ! � r r/r i %� r /r r r _ � �-=_ ��\ \ _ _� / \L V \L �✓ `�
%7/z/ �/ 1r/k //_ _ �_ r��I 11,� / /r r -__r _\� IL u
ZONE BUFFER
J I'%1llJrtf / IMPACT 9SCM
DISCHARGE �� _ _ - ��` �\ \ -- _ DAn
669 SF 51312018
ZONE 2 BUFFER .��. �.. —�— �� D. HOJSAN
\.� ��
STREAM A ! /!�ilJ / . j,/ IMPACT 9 SCM _ \ DES GNED BY
'DISCHARGE S. HEIN
f r _ - jltl / !� rjr - 425 SF \ - -�- �.�. �•"►.�
ZONE 1 BUFFER" / / / - ✓ L — �� CHECKED BY
IMPACT 8 UTILITY
/ / ? 7. CHANDLER
/rJ t / J_ (, CR00S9 INF1 f/; j f t /(\l� \1? {r /�� / JL \\_ - r. _ �\� _ -_�_-_ • LE
1 50
lf.•r / /� L�
t J ( J / / ' I ,j l/ / � / r r ,•a/ I ( S .1,. .�., �.. --: 1i % r / I - �.r - _ -� •
ZONE 2 BUFFER J 1 I ZONE 1 BUFFER
/ 1 i l ( IMPACT 8 UTILITY
79f WETLAND 8 UTILITY
IMPACT 40"
CROSSINGW3 I', _- _d` -_�' i -- - - _ - •
•
CROSSING
6721052SF
ZONE 2 BUFFER
IMPACT 8 UTILITY ..yr' -t7l�IVlS�++�+ ^^ 4
AA
CROSSING -�
614 SF-
`
n.\_ 11-�L f_ \ t ! jr _ LLLL� J LLL r.J RETAINING ` '� -\ _� Y� ° U
_ PERMANENT NO LOSS ( 1 ' - LLL WALL _ \ Q
WETLAND IMPACT 7 _ \7• , ' L r /% / - - - Y F d B
1! r I ( ` t / I \ i LLIUTILITY CROSSING
ILITLJ o
2709 SF U30" PUBLIC
T`� ' I ' i18 t
Z Q
J / r r r ` r J r �� ' V U 0 a-,
NO IMPACT , / / r / r . �� Luw F-
\ ' AERIAL CROSSING !% I 1, • / Y f\. r 140 r- SCALE 1"=50' z a °
s / I I - l 7% f \i{ I \jp \V W .�L ��lj R/\Yr y /I I r♦ /j� � Jr r J .\- ' r_r , Z0
7--- 3
l
--1 0 5010ol
0t.��\
m_N r j r >
RETAINING \Lse
z E
WALL V l \� \Dc r\
10
\L\V r /' I / �r r JJr//I r I _'� •� �__' r WETLAND FSTREAM IMPACT LEGEND: ? w
w ~ �
�L`\�c / r / l \ J =�• : PERMANENT WETLANDS -GREEN O
WETLAND
W3' \L \lam 1 \\li \!k \L l / r r ' 1 r r'\ `c.
�
I p I (\ \ V i �`1 ►Y \ \y� V\y, (\I, % / r r`� r 30' PUBLIC' r - �. / - - �2 je� "o�ooc PERMANENT WETLANDS (NO LOSS) -ORANGE ep
\li \Y \y i \y 1\1�V `1'\ r / I 1 I UTILITY
'`--- ----- ` / r ��`t y
�\Y�w�J%�w��\}( \V/I J( I /l J- \ 1 ` EASEMENTJ '/�.� TEMPORARY WETLANDS - PURPLE
�' (�' Jr 1 / t I /' I I 1 / /( r / _ _ TEMPORARY STREAM - BLUE s f
! / / €
3 I \j"' ®\ I \ i\ l \` ( / )�� �t// /1 14 BUFFER / I �r♦ / \ jf\ ® BUFFERIMPACT - ZONE 1
STV y/ \\�✓ I/ `J`3Io9e0N7o.0
#41 UFFER E 2 m<F
SNEET NO. $ i
CWI-1.11 ,

i r I r� w ��.�/_ o
RETAINING� / / / / / /r
WALL E
\V
J ` I rWETLAND �Y \ kL� SDC ��L 1 �L ALJ ! ' / / ' / / i / 141
W3 a a
I 1 1 J O ( \ \ w I ! 30' PUBLIC''
UTILITY _
I I ` w `L l4, �1 �'' �I( `� I J r ( EASEMENT-
q,
ASEMENT'
\\ \4,)� // ; t ! l / / / f/ I / \ J �� o
®\ \ It 1 \ \ \ \ t �I�L �'� }l�
) w STREAM A\ i J1 / \\ J' j t v J
o
-A
NV \ ��'j,�1
�-l1. `11�\`I.J�,
�, W W W` / J ! f J r z DATE
/ w .cam .I• v�� / J' .I J/ I J l o 5/3/2018D,8
`I
f w t \ I� '�� ( J �f ! / ! !! `f DRAWN BY
1 \ r ( / t t / t i tom' ` 1' 1 . �/ ` 1 I `►�- , , , / f (I 1 J \ I ! `\ J D. HOJSAN
(� / J ) • DESIGNED BY 144 ! 1 I 5. H.
J�f ! y}05 / J j J f t J I 139 •• cNECKED BY
i / I I/ f I t t / f/ JAY! �1/ tl/ J J J I // I / / / r 1 r t •. SCALE
iw I / J / / • J.=50,
185 r ! J I i / ��
`tom\ ! _
j 30' PUBLL IC - UTILITY
EASEMENT
/ J \
l ! �\(" J r 1L\ 1%1/< f r/ r ( 146 \ O zU)
f /
f<
10° °o / /J rr\ r rJ–J r� \ Y=a
ooA"0000° J! J r f 1 1l – W x� s
J ! ! ►+
oOo°°OOopo a / / / °z =
r q4o 0000 w
o / I t – PERMANENT NO LOSS ! \ J.� \ dog`�'Eo ° ° a 1f / / – ! / �e 1 \ i U w
o \ WETLAND IMPACT 10 -\ o o°g o Q oo j y f °� `s
/ UTILITY CROSSING \ ! 2�°a°off°o J / W W
I ! 2471 SF ° 147 r J SCALE 1"=50' Z
s — \ TEMPORARY ! ` 1 ° ( / } I \ / / Z
L _ 0 50' 100' > o e
(� WETLAND IMPACT 11 t �\ WETLAND \ �� °o ( t 1 a Z IE
o ' t ROAD FILL I W3 /
/ -1-r ! / 'a
65 SF \ t �'� ' N' °/ i ! /( f } / r WETLAND 81 STREAM IMPACT LEGEND: w o=
PERMANENT WETLANDS -GREEN O € €
PERMANENT
! / / WETLAND IMPACT PERMANENT WETLANDS (NO LOSS) -ORANGE
n f t 11 ROAD FILL
if I 123 SF I cO ® TEMPORARY WETLANDS -PURPLE
�44) I TEMPORARY STREAM -BLUE � @
" Q�TALpp AY f 'AN rS / r / 49 ( o ! ® BUFFER IMPACT -ZONE 1 By
n \ ( �\
\\ \ ® BUFFER IMPACT -ZONE 2 pm39070fl
€
I 1 ! SHEET NO. a
n /// i CWi 1.12

ZONE 1 BUFFER
IMPACT 1 UTILITY
CROSSING
` \ 1236 SF�
I ZONE 1 BUFFER /J /
IMPACT 8 UTILITY
fi \ CROSSING,/
097 SF
ZONE 2BUFFER
l IMPACT 8 UTILITY /
PERMANENT NO LOSS ff CROSSING / \
WETLAND IMPACT 7 V 672 SF
UTILITY CROSSINGJ�
709 SF y tP
1 \ 5 J} <,v
7 4 } \ \ I ' I 10 0° 1 +0Q, LL
405
400
195 LFA
8" DIP
@ 1.27% 395
121 LFA
8" DIP
@ 9.00% 390
385
380
375
Lr
Lr
C
d
TOP 400
/I ZONE 2 BUFFET 1 UTILITY CROSSING
1 i/ 915 SF
H 50
4� f
TOP 1
Iv, 1
PERMANENT NO LOSS WETLAND IMPACT 1 UTILITY CROSSING
INV OUT
I
l
93.04
i
INV OUT
)'
167 SF
e
I
iN 7 -4 i
\ p TEMPORARY STREAM IMPACT 1 UTILITY CROSSING
( \
I
1 I
m
20 LF / 240 SF
PERMANENT NO TLOSS WETLAND IMPACT 1 UTILITY CROSSING
}
1 I
.49%
t
469 SF
^w'
191 LF
I
ZONE 1 BUFFER IMPACT 1 UTILITY CROSSING `�
\
180 LF 16" STE
0.50%
v
121,2 SF
`�
M dao
1
LO p
Q
ZONE 2 BUFFER IMPACT 1 UTILITY CROSSING tib_
�_ I_L
T``
i 1
y�
t
806 SF
i
I,
2
MH 2 SCALE 1"=50'
LO co
co
TOP 405.00
MH 17 (5')
C
co
ag
65
INV IN 396.63
TOP 400.27
c
M M
M
INV OUT 396.43
INV IN 385.59
0 50 100'
co Cn
INV IN 385.56
410
�p
2
410 Contractor will follow the following construction
sequence:
405
400
195 LFA
8" DIP
@ 1.27% 395
121 LFA
8" DIP
@ 9.00% 390
385
380
375
Lr
Lr
C
d
405
400
395
390
385
380
375
5
0+00 1+00 2.64
• Contractor shall notify the Town of Fuquay
Varina Public Works 48 -hours in advance of start
of work during a period of time with no rain in
the forecast.
• Prior to start of work, contractor shall have all
materials and equipment on-site. For utility
crossings with casings, the carrier pipe shall be
installed within the casing pipe prior to any open
cut activities.
• Contractor shall install a temporary coffer dam
on the upstream side of the proposed crossing
and pump water around the open cut area to the
downstream side.
• Contractor shall place the culvert or utility casing
with carrier pipe at elevations shown on the
approved plans and backfill in accordance with
Town of Fuquay Varina specifications.
• Contractor shall restore channel and stabilize
nnv dicturhance within 24 -hours of start of work.
0 100
PROFILE SCALE
410
405
400
395
390
385
380
375
370
a
n
C
a
ZONE 1 BUFFER
IMPACT 8 UTILITY
CROSSING
j 1052 SF .
"Y
MH 48
TOP 400
9
H 50
W
0
TOP 1
00.68
INV OUT
391.52 INV IN
93.04
i
INV OUT
92.84
218 LF
23
LF
PROPOSED
81, C9
@ 0.5(1%
8"
C900 PVC
m
" FORCEMAIN
.49%
t
i
^w'
191 LF
8" C900
180 LF 16" STE
0.50%
v
o
M dao
176 LF
LO p
Q
c*i
r�
T``
i 1
@ 0.58°('.
8 o
QD
i
405
400
395
390
385
380
375
5
0+00 1+00 2.64
• Contractor shall notify the Town of Fuquay
Varina Public Works 48 -hours in advance of start
of work during a period of time with no rain in
the forecast.
• Prior to start of work, contractor shall have all
materials and equipment on-site. For utility
crossings with casings, the carrier pipe shall be
installed within the casing pipe prior to any open
cut activities.
• Contractor shall install a temporary coffer dam
on the upstream side of the proposed crossing
and pump water around the open cut area to the
downstream side.
• Contractor shall place the culvert or utility casing
with carrier pipe at elevations shown on the
approved plans and backfill in accordance with
Town of Fuquay Varina specifications.
• Contractor shall restore channel and stabilize
nnv dicturhance within 24 -hours of start of work.
0 100
PROFILE SCALE
410
405
400
395
390
385
380
375
370
a
n
C
a
ZONE 1 BUFFER
IMPACT 8 UTILITY
CROSSING
j 1052 SF .
"Y
MH 48
TOP 400
9
H 50
W
0
TOP 1
00.68
INV OUT
391.52 INV IN
93.04
i
INV OUT
92.84
218 LF
23
LF
81, C9
@ 0.5(1%
8"
IP
m
@
.49%
t
i
^w'
40-
40•
11
180 LF 16" STE
=L
LUoU
ENCASEMENT PIPE
176 LF
z Y
Q
8" C900
SUPP
T``
i 1
@ 0.58°('.
8 o
QD
i
i
I,
LO co
co
M M
M O
C
co
ag
65
M M
M co
c
M M
M
'ITM
co Cn
SCALE V=50'
410
0 50' 100'
405
400
395
390
385
380
375
5-
370
V
Cl)
W
co
0+00 1+00 2+00 2+81.60
0 100
PROFILE SCALE
0
0
0
••
5WO18
DRAWN BY
D. HOJSAN
DESIGNED By
S. HEIN
CHECKED BY
J. CHANDLER
S—E
1"= so
8�
ND.
399 070
SHEET NO. e E
CWI-1.13 €
O
W
0
g
a
`og
a
a
Y "
�
z
m
LU l
W o
t
0
OU
Z
o
LUoU
(�
z Y
Q
T
U
03Q
a
8 o
QD
L
1— Z
>
Q
@f
a
=
Q
ag
65
O
z
N�
fm
OLUe
�p
2
8�
ND.
399 070
SHEET NO. e E
CWI-1.13 €

/ / 11 \\"Ar, i \r //J\ ,) l( i1lI/,'•/////fl(/J I j - - = o \ �\11 ( I JJIJ(�?\ 1\\ ���_l_ s=ue - _' % ��i• J//is lJJ/J/J �\ J \ \~ �� `'r->��_1\-I� JAI \ n - -�- /-_-;--/�r� LI�-I ���J�'� i/ r �`_ _ -i .
-(fi�i
� / � \ \ I � r � l • - - +.. >' �.. ` o � �_` ' � � /J 1 _ � =iii y -
\
J ( /
J \:
0.50 AC 0.04 AC _ 1 Q r �, i i 0.24
1
IIII
0.36 AC / IIII v
0.62
1.39At 0.73 AC
zx\ \ l }
0 AC 0.4 0.51 AC \ \ \\ 11 1
\ \ \ 1
0.67 AC
0.13 AC 0.73 AC \ 11(11 IIII
po
h \� ,`/� \ \ Q1 1 \\ �)r i� �( ` 0.15AC � r r� 1 >�`7J`�`' � � �' l )�\)� � � o�� (�J f r /Z Fir`.,•`. //� � � J � ) Illlilll} 11111
1 I \\11111
0.41 AC0.07 AC 1 \1 I IlI IIIIIIIII
T r > I (0.55 AC
0.59 AC z\�/ J� o \(`r�/I( `• r /i° zr ` ( x!)(11111111111
� � ,, 1 - � � \ _ \ 4 ` P / `•-- � � /j ` j.- / l \ ' I>D> , 1 11I� 1 it 1l
0.41 AC
\ \ \ ,) / �\ 0.38 AC ''
\ 1 I KCAL \ 0.54 AC n o 0.24 AC ( \
o \ ` L r c "nv 10.46 AC \ 0.41 AC ®� a 0.67 0.40 AC
, \ \400 � �\ ` 2�l 9 0.22 C 8 AC- r� / \e 69 ® © ®� 0.10 AC 0.13 AC ) /
z0Q \\;
\ ) � \ \ .. 0.51 AC 0.61 AC � o, 1 I (� /�I 1
0.56 AC t o l 1(I I fj I )
v 0.46 AC / I
0.78 AC ) 0.77 AC 0.0 0.08 ACI J 7 "
0.92 AC //f/
\� )
\ -� � � 0.79 AC \ _ � 3 0.61 AC )� 11 � � � J AC / 2(!
tiL 0.72 AC \ ® ® o w o
0.08 AC
1111
1.1 AC6
1.48 AC 0.31 AC AC 0.22 AC - 0 - 0.16 AC 6 AC
� .45 r '°
0.46 AC \ \ _ / } I�// I lyli fel
0.04 C
0.33 AC AC
0.37
1.00 AC
0.53 AC
\ 0.30 AC J - ( s J 0.48 AC
-
� 0.10 AC
- - - - ._ - _ 0.68 AC
J i 0.26 AC - - - - - - _ - 1 0.16
1.50 AC '' - _ -- - l ® ( 0.70 AC
0.37 AC r - - =
'r
J r / / �/ / /o - i _\ \ ✓L'1\ /_`��// d\�\l \ f 11 \1 - �`� 1.09 AC
� \� ° p ! / 3.09 AC / / / �, S 0.19 AC �/i � � � r r o,., �\ r J( � r.� } / / �✓\` I l �` \ l �� ,o) I 1
0.35 AC \ I ) )
0.06AC.58AC
\ o / / I I / � � _ �' �� J/ / JS� v / � _ � \ I r / i �`✓ l/ /
86
0.34 AC \ _
� /" r / J I ( � �/ /j/ 1 1 / r �\� l\ � \ � \ �' / / ��/ % � � � 1J / \ I � - `\ ✓ \/ i- / / � G � / / � \ I � t � o>
I r -r 11 II///�I11\\ \\\�\� /Jr.,
11111
/ i J � I J ,\ 1>, ir l l \ \ \\ •�-T JlJ / i.Jl/, � ,I l a ) \/\ \/ � r. � �> oLl