20171163 Ver 1_More Info Received_20171027

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Office Use Only:
Corps action ID no.
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Applicant Information
1.
DWQ project no.
1a.
Form Version 1.4 January 2009
Page 1 of 10
PCN Form —Version 1.4 January 2009
Pre -Construction Notification (PCN) Form
A.
Applicant Information
1.
Processing
1a.
Type(s) of approval sought from the Corps:X❑
Section 404 Permit ❑ Section 10 Permit
1b. Specify Nationwide Permit (NWP) number: 29 or General Permit (GP) number:
Tc.
Has the NWP or GP number been verified by the Corps?
x❑ Yes ❑ No
1d.
Type(s) of approval sought from the DWQ (check all that apply):
® 401 Water Quality Certification — Regular ❑ Non -404 Jurisdictional General Permit
❑ 401 Water Quality Certification — Express ❑ Riparian Buffer Authorization
le.
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 ❑X No
1g.
Is the project located in any of NC's twenty coastal counties. If yes, answer 1h
below.
❑ Yes ®No
1 h. Is the project located within a NC DCM Area of Environmental Concern (AEC)?
❑ Yes ❑ No
2.
Project Information
2a.
Name of project: Black Creek Estates
2b.
County: Wake
2c:
Nearest municipality / town: Fuquay-Varina
2d.
Subdivision name: Black Creek Estates
2e.
NCDOT only, T.I.P. or state project no:
We
3.
Owner Information
3a.
Name(s) on Recorded Deed:
Morgan Development Company LLC
3b.
Deed Book and Page No.
Book 016641, Page 00694
3c.
Responsible Party (for LLC if
applicable):
Gregory K. Morgan
3d.
Street address:
1920 Old Buies Creek Rd
3e.
City, state, zip:
Angier, NC 27501-6479
3f.
Telephone no.:
919-440-6479
3g.
Fax no.:
n/a
3h.
Email address:
[e-mail]
Page 1 of 10
PCN Form —Version 1.4 January 2009

4.
Applicant Inforrnation•(if different from owner)
4a.
Applicant is:
❑ Agent ❑ X Other, specify: Surveying Compamy
4b,
Name:
Lester Stancil
4c.
Business name
(if applicable):
Lester Stancil and Associates
4d.
Street address:
98 E Depot St
4e.
City, state, zip:
Angier, NC 27501
4f.
Telephone no.:
919-639-2133
4g.
Fax no.:
n/a
4h.
Email address:
[e-mail]
5.
Agent/Consultant Information (if applicable)
5a.
Name:
Atex Adams, LSS
5b.
Business name
(if applicable):
Adams Soil Consulting
5c.
Street address:
1676 Mitchell Road
5d.
City, state, zip:
Angier, NC, 27501
5e.
Telephone no.:
[phone]
5f.
Fax no.:
5g.
Email address:
alexadams@bcsoiLcom M
Page 2 of 10

B. Project Information and Prior Project History
1.
Property Identification
1a.
Property identification no. (tax PIN or parcel ID): 0686079384
1b.
Site coordinates (in decimal degrees):
Lat tude: 35.583355 Longitude: 78.727717
1c.
Property size:
26.39 acres
2.
Surface Waters
2a.
Name of nearest body of water to proposed project:
Black Creek
2b.
Water Quality Classification of nearest receiving water:
B; NSW
2c.
River basin:
Neuse
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:
Project site consists of forested riparian wetlands associated with perennial streams and a pond. The remainder of the property consists of forested
uplands and agricultural land. The vegetation of the forested areas is mostly mixed pine and hardwood trees with an intermittent sapling/shrub under
story. The surrounding land use is mostly agriculture, light residential, and wooded riparian corridors.
3b.
List the total estimated acreage of all existing wetlands on the property: 4.55
3c.
List the total estimated linear feet of all existing streams (intermittent and perennial) on the property: 781
3d. Explain the purpose of the proposed project:
See attached.
3e.
See
Describe the overall project in detail, including the type of equipment to be used:
attached.
4.
Jurisdictional Determinations
4a.
Have jurisdictional wetland or stream determinations by the
Corps or State been requested or obtained for this property /
project (including all priorphases) in the past?
n
Yes No El Unknown
Comments: PJD is requested as pan of this permit application.
4b.
If the Corps made the jurisdictional determination, what type
of determination was made?
® Preliminary ❑ Final
40.
If yes, who delineated the jurisdictional areas?
Name (if known): A. Adams
Agency/Consultant Company: Adams Soil Consulting
Other:
4d.
N/A
If yes, list the dates of the Corps jurisdictional determinations or State determinations and attach documentation.
5.
Project History
5a.
Have permits or certifications been requested or obtained for
this project (including all prior phases) in the past?
MYes ® No ❑ Unknown
5b.
N/A
If yes, explain in detail according to "help file" instructions.
6.
Future Project Plans
6a.
Is this a phased project? ❑ YesX[] No
6b.
N/A
If yes, explain.
Page 3 of 10
PCN Form —Version 1.4 January 2009

C. Proposed Impacts Inventory
1. Impacts Summary
1 a. Which sections were completed below for your project (check all that apply):
® Wetlands ❑X 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 impact
Type of wetland Forested Type of jurisdiction
Area of
number
Corps (404,10) or
impact
Permanent (P) or
DWQ (401, other)
(acres)
Temporary T
.
W1 P
FII
Headwater Wetland Yes Corps
0.001 /
W2 P
Fill
Headwater Wetland Yes Corps
0.031 i/
W3 P
.Fill
Headwater Wetland Yes Corps
0.047,
W4 P
Fill
Headwater Wetland Yes Corps
0.007
W5 T
Land Clearing
Headwater Wetland Yes Corps
0.026
W6 T
Excavation
Headwater Wetland Yes Corps
0.003
2g. Total Wettand Impacts:
0.117
2h. Comments:
W7
-T- Excavation - Headwater Wetland -Yes -Corps
-0.002
Permanent wetland impacts total 0.086 acres
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 (PER) or Type of Average
Impact
number
intermittent (INT)? jurisdiction stream
length
Permanent (P) or
width
(linear
Temporary (T)
(feet)
feet)
51 P Culvert
Stream A PER Corps 5
49 V
S2 T Stabilization
Stream A PER Corps 4
3
S3 T Stabilization
Stream PER Corps 5
2
S4 - Choose one
S5 - Choose one
S6 - Choose one
3h. Total stream and tributary impacts
54.
3i. Comments:
Permanent stream impacts total 0.005ac 14911.
Page 4 of 10
PCN Form —Version 1.4 January 2009

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 individualiv list all open water impacts below.
4a. 4b.
Open water Name of waterbody
impact number (if applicable)
Permanent (P) or
Temporary
4c,
Type of impact
4d.
Waterbody
type
4e.
Area of impact (acres)
01 -
Choose one
Choose
02 -
Choose one
Choose
03 -
Choose oneChoose
04 -
Choose one
Choose
4f. Total open water impacts
0
4g. Comments: n a
5. Pond or Lake Construction
If pond or lake construction proposed, the complete the chart below.
Sa.
Pond ID number
5b.
Proposed use or
purpose of pond
5c. 5d,
Wetland Impacts (acres) Stream Impacts (feet)
5e.
Upland
(acres)
Flooded I Fitted
Excavated Flooded
Filled I Excavated
P1
Choose one
P2
Choose one
Sf. Total:
0 0
0 0
0 0
0
5g. Comments: n/a -
511. Is a dam high hazard permit required?
❑ Yes No If yes, permit 1D no: n/a
5i. Expected pond surface area (acres):
5j. Size of pond watershed (acres):.
5k. Method of construction:
N/A
6. Buffer Impacts (for DWQ)
If project will impact a protected riparian buffer, then complete the chartbelow. if yes, then individually list all buffer impacts
below. If any impacts require mit ation, then ou MUST 511 out Section D of this form.
6a. Project is in which protected basin?
® Neuse Tar -Pamlico ❑Catawba Randleman [J Other:
6b.
Buffer impact
number—
Permanent (P) or
Tempora T)
6c.
Reason for impact
6d.
Stream name
6e.
Buffer
mitigation
required?
6f. 6g.
Zone 1 Zone 2
impact impact
(square (square
feet) feet
B1 'P
Road Construction
Stream
No
74 621 ✓
132 P
Road Construction
Stream
No
140/ 1,124 V
B3 P
Walking Trail
Stream A
No
0 197 /
B4 P
Walking Trail
Pond A
No
3,073 ✓ 0
B5 P
Walking Trail
Pond A
No
0 1,060 J
66 P
Walking Trait
Pond A.
No
0 1,875
6h. Total Buffer Impacts:
3,287 4,877
6i. Comments:
Page 5 of 10

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.
See attached.
1 b. Specifically describe measures taken to avoid or minimize the proposed impacts through construction techniques.
See attached.
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?
F1 Yes rX No
2b. If yes, mitigation is required by (check all that apply):
❑ DWQ ❑ Corps
2c. If yes, which mitigation option will be used for this
project?
❑ Mitigation bank
❑ Payment to in -lieu fee program
❑ Permittee Responsible Mitigation
3. Complete if Using a Mitigation Bank
3a.. Name of Mitigation Bank:
3b. Credits Purchased (attach receipt and letter)
Type: Choose one
Type: Choose one
Type: Choose one
Quantity:
Quantity:
Quantity:
3c. Comments:
4. Complete if Making a Payment to In -lieu Fee Program
4a. Approval letter from in -lieu fee program is attached. ❑ Yes
4b. Stream mitigation requested: 0 linear feet
4c: If using stream mitigation, stream temperature: Choose one
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:
S. Complete if Using a Permittee Responsible Mitigation Plan
5a. If using a permittee. responsible mitigation plan, provide a description of the proposed mitigation plan.
Page 6 of 10
PCN Form —Version 1.4 January 2009

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
3 (2 for Catawba)
Zone 2
1.5
6f. Total buffer mitigation required:
o
6g. If buffer mitigation is required, discuss what type of mitigation is proposed (e.g., payment to private mitigation bank,
permittee responsible riparian buffer restoration, payment into an approved in -lieu fee fund).
6h. Comments:
Page 7 of 10

E.
Stormwater Management and Diffuse Flow Plan (required by DWQ)
1.
Diffuse Flow Plan
1a.
Does the project include or is it adjacent to protected riparian buffers identified
within one of the NC Riparian Buffer Protection Rules?
® Yes ❑ No
1 b. if yes, then is a diffuse flow plan included? If no, explain why.
Yes diffuse flow plan is detailed in the attached impact drawings.
® Yes rl No
2.
Stormwater Management Plan
2a.
What is the overall percent imperviousness of this project?
2 4%
2b.
Does this project require a Stormwater Management Plan?
® Yes ❑ No
2c.
If this project DOES NOT require a Stormwater Management Plan, explain why:
2d.
If this project DOES require a Stormwater Management Plan, then provide a brief, narrative description of the plan:
2e.
Who will be responsible for the review of the Stormwater Management Plan?
Town of Fuquay-Varina
3.
Certified Local Government Stormwater Review
3a.
In which local governments jurisdiction is thisproject?
Town of Fuquay-Varina
3b.
Which of the following locally -implemented stormwater management programs
apply (check all that apply):
® Phase 11
® NSW
[❑ USMP
Water Supply Watershed
)] Other:
3c.
Has the approved Stormwater Management Plan with proof of approval been
attached?
❑ Yes ®No
4.
DWQ Stormwater Program Review
4a.
Which of the following state -implemented stormwater management programs apply
(check all that apply):
ElCoastal counties
L IHQW
EIORW
❑Session taw 2006-246
DOther.
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 ail of the 401 Unit submittal requirements been met?
L] Yes E] No
Page 8 of 10
PCN Form —Version 1.4 January 2009

F.
Supplementary Information
1.
Environmental Documentation (DWQ Requirement)
1 a.
Does the project involve an expenditure of public (federal/state/local) funds or the
j] Yes ® No
use of public(federal/state) land?
Ib.
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
❑ Yes ❑ No
letter.)
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,
Oyes Z No
or Riparian Buffer Rules (15XNCAC 2B .0200)?
2b.
Is this an after -the -fact permit. application?
© Yes []X No
2c.
If you answered "yes" to one or both of the above questions, provide an explanation of the violation(s):
Na
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.
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.
The t town limits Fuquay-Varina. he development designed for 4
project Is within e of residential proposes onside wastewater (septic) systems -
bedroom homes on lot by lot basis for each of the 24 lots within the proposed residential development. The onsite wastewater systems are subject to,
approval by the Town of Fuquay-Vadna.
Page 9 of 10
PCN Form -Version 1.4 January 2009

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
x
® Yes Q No
impacts?
5c. If yes, indicate the USFWS Field Office you have contacted.
-
5d. What data sources did you use to determine whether your site would impact Endangered Species or Designated Critical
Habitat?
See attached for additional information.
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?
1998 Final Habitat Plan for the South Atlantic Region: Essential Fish Habitat Requirements for Fishery
South Atlantic Fishery Management Council Habitat and Ecosystem Atlas (http://ocean.floridamarine.org/safmc_atlasl)
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 NCSHPO GIS web service shows no historic resources within 2 miles of the subject site. The proposed project wit not affect any historic or
archaeological resources. http//gis.ncdcr.govlhpoweb
8. Flood Zone Designation (Corps Requirement)
8a. Will this project occur in a FEMA -designated 100 -year floodplain?
0 Yes ❑ No
Bb. If yes, explain how project meets FEMA requirements:
A small area in the NE area of the project is within the 100 -year floodplain. The proposed project does not,include any development within the 100 -
year floodplain and therefore will not result in BFE increases.
8c: What source(s) did you use to make the floodplain determination?
NC Floodplain Mapping / FIRM - Map #3720068600) - Revised 512106
Alex. Adams
j
08-31-2017
Applicant/Agent's Printed Name
Date
ApplicantfAgent's Signature
(Agent's signature is valid only if an authorization
letter from the applicant isprovided.)
Page 10 of 10

ads AR
Rearing
Distance
L-1
Wetlands Area §5 ,r S Ba°sa'sB R fats a5
11.96'
L-2
S 65°20'42 w
u Wetlands Area g'3
Els
S 85"28'57" w
66.00'
Wetlands A ee( J'6 Stream Wetlands #1
S 65°26'10" w
56.17'
L-5
_
Wetlands Area #4 �
QY
; c
Wetlands
L-6
S 85°04'34" w
.Fn., y
' ( Approximate Area /t2
1-7
S 65°09'35" W
h 100 Year
'nP
S 85.10'46" W
53.88'
Flood Limit
s 85°18'59" w
56.00'
L-10
N
5 ry
4-11
w
a
L-12
N B8°28'44" W
54.42'
/
� EIP
N 07'06'31" w
45.55'
50�/
i ' Riparian
B+
L-15
F
Btiffar
4 Stream
ECB
S 89'51'39"E EIP
378.64'
u
<$
Wetlands (j3 Pond I
N BS°36'11" w
53.49'
L-18
1 I
flgtlends Area J/73
55.95'
N
0
N 76°3649" W
- Wetlands
\�S,s`
� Ste in fel ,
Wetlands Area J/1
EIP—
`IF�
E7
Pjr 1,4 0 a�
flue.
e,
a pis h0
h1B
ss
27.143 Ac.
Total w a
... .. .. .......
Issr zm
�ay
- 0.652 Ae. Road R
26.491 Ac.
Net $ o
y e F
3C in -
Course
Course
Rearing
Distance
L-1
S 85'15'14" w
11.96'
L-2
S 65°20'42 w
5716'
L-3
S 85"28'57" w
66.00'
L-4
S 65°26'10" w
56.17'
L-5
S 65°0702" W
5211'
L-6
S 85°04'34" w
5277
1-7
S 65°09'35" W
55.94'
L-0
S 85.10'46" W
53.88'
L-9
s 85°18'59" w
56.00'
L-10
S 06°06'58" Ir
56.10'
4-11
S 89°34'39" w
53.60'
L-12
N B8°28'44" W
54.42'
L-13
N 07'06'31" w
45.55'
L-14
N 86"36'16" w
62.46'
L-15
N 00°2210" W
52.26'
L-16
N 86°00'37" w
53.75'
L-17
N BS°36'11" w
53.49'
L-18
N B3°32'54" w
55.95'
L-19
N 76°3649" W
1.860
Sheet One of Nine
Wetlands Survey and Impacts
Black Creek Estates
1955 Eddie Howard Rd Fuquay-Varina, NC 27526
Town of Fuquay-Var4na Middle Creek Township
Wake County, NC Zoned: AR
Scale: 1" ze 200' Date 3-17-17
PIN., 0666.01-07-9384 REID. 0110696
0 200 o
csAPalc sr.re
ess" sn PY
STANCIL & ASSOCIATES
PROFESSIONAL LAND SURVEYOR P.A. C-0831
[phone] [phone] (FAY)
stancilaurvey®gmaii.com
98 Depot Street, P.O. Boz 730, Angier, N.C. 27501
Current Owner
Morgan Development Company, LLC
1920 Old Bales Creek Rd Angier, NO 27561 919-440-6479
Welands Consultant
Adams Soils Consulting
1678 Mitchell Read Angier, NO 27501 919-414-6761
Public Rlw.�
ja
REVISED: 3YMe, Number of Sheets and 100 year Ffood Limit 6-7-17
C�
��
u
"
REVISED: Number of Sheets 7-25-f7
REVISED: Number of Sheets 8-21-17
For Sites Where The Entire Actual
Jurisdictional Boundary Is Deckled
This aa,t 'es Met Nis copy of due plot accurately
ml
deplete Me bouadery of Me jurisdiction of Section
"
404 of Me Cl.. Refer Act ea determined by Ne
A�
understead on this date. Unless More is s ohaage
N
is Me lea, or our published regWetions. Me detaresinoticn
OS
willow
p
of Section 404 Jurisdiction ey be relied upon for e
SP.,
period not to aed Ere (5) yews Rum this date. The
NO 42
undersigned completed Mis determination utilizing Me
N
appropriate Regional Supplement to Me 1987 U.S. Army
Corps of Engineers wetlands Delineation Afeaual.
2>6.6
#e
Regulatory Ocialel.
E7
Pjr 1,4 0 a�
flue.
e,
a pis h0
h1B
Date:
n N
... .. .. .......
DACE Action ID:
SIC

Pond
0.076 An.
I
I
I
Bearing
Castenca
50' Riparian
S 58.05'02' E
62.71'
°ro Buffer
E
26.]4'4'!-31'
as
V't
12.22'
I
U
51.29'
r o40
m
"22.32'
I
E
41.86'
Etleo of Pon3 �
N 03.24'30' E
11.01'
o
Wetlands Area #1
17
rz,
Wetlands Area #1
0.076 An.
Course
Bearing
Castenca
W71
S 58.05'02' E
62.71'
e!-2=40*W07'
E
26.]4'4'!-31'
V't
12.22'
W,41'
U
51.29'
W-50.h45.54'W!
64'
"22.32'
4't-7)'
E
41.86'
W -B
N 03.24'30' E
11.01'
Wetlands Survey
Black Creek Estates
1955 Eddie Howard Rd Faquay—Varina, NC 27528
Town of Fuquay—Varina Middle Creek Township
Wake County, NC Zoned: AR
Scale: 1" = 30' Date 3-17-17
PIN. 0686.01-07-9384 REID. 0110696
o 30 60
09�
OWHIC SCALE
REVISED: Number of Sheets 6-7-17
REVISED: Number of Sheets 7-25-17
REVISED: Number of Sheets 8—RI-17
For Sites Where The Entire Actual
Jurisdictional Boundary la Deninted
This certifies that this copy of this plot oaa.tdy
depicts the beundery of the jurisdiction of Section
404 of the Clean Meter Act as determined by as
undersigned on this dote. Unless there is a change
to the law or our published regulations, the determination
Of Sec Hon 404 Jurisdiction may be relied upon for e
perlad not to eaceed five (5) years from this date. The
undersigned completed this determination utlume the
appropriate Reglonal Supplement to the 1987 U.S. Army
Corps of Engle. Wetlands De9aea Hoa H.W.
Regulatory Official.
Data:
USACE Action 17):
iA/

at PL e/
/41
3/::.;•s!,ep 4e
m t ^aa
50'
Proposed 50' s / " Buffer""'
Public R/W a
S, o,
\ � �'•••T•:::.,•�•Wetlands Area 02::
ko s�."".""..."... .............
See Sheet Six of Se. d$,�a'a::::::;; •;; h+>
for Riparian Ruffer Imps is ,p n.." ............. .."......".".
and Sheet Seven of Sere .s4,3;•;;;;••;;;;;;;;;;;;;;;;;;;•,cry
o kiwement and 6 " °°a ,,Stream Wetlands
thariotion-of wetland d _. si_.. ..".."). .. ........... cou
l5
LIN
she
r.Sryya 39
1��
S) ?J oa
µ.re s:m ,a.'. ...
Pond::
ontllY 4� �j�Edga of Pend ,I
PY .. M
Ja 3 3
Edge ai lend
Pond
?d..,.
Pond Etlge of Panm"""
Edge of Pond; ;
Etlge of Pond
Edga of Pandp
of
1
Sheet Three of Nine
Wetlands Survey
W_9 esBlack Creek Estates
s 'aa 1955 Eddie Howard Rd Fuquay—Varina, NC 27526
a/qf Town of Fuquay-Varina Aliddle Creek Township
Wake County, NC Zoned: AR
Scale: 1" = 50' Date 3-17-17
PIN: 0688.01-07-9384 REID., 0110696
0 50 loot
QR`p�
REVISED., Number of Sheets, Proposed R/W
and Enlargement Note 6-7-17
REVISED: Number of Sheets 7-25-17
REVISED: Number of Sheets 8-21-17
For Sites Where The Entire Actual
Jurisdictional B and ry I Deplete
d
This certifies net this copy of this plot oocuratety
depicts the boundary of the lurfsdfction of Section
404 of the Clean water Act es determined by the
undersigned on this date. Unless Marc is a change
in the tan or aur publisbed reguletians, the determination
of Section 404 Jurisdiction may be relied upon for a
period not to exceed five (5) years from this data. The
uadersigaed completed this determination utilizing the
appropriate Regional Supplement to the 1987 U.S. Army
Corps of Engineers Wetiaads Delineation Menest.
Regulatory official:
Title:
Date:
USACR Action In,
AV

Strevm t
W
3tmam 1
0
Wetlands Area #8
O�
I5s
1
S J
• / • • � 3 Wetlands Area. J/4 0.005 Ac.
I: G • • 4Y r r / r r % I Course Bearing Distance
• +,� / r90a �/ r r WB 4 W-73 8 86.50'40' E 33.51'
Sir m
V1 �S W-74 8 11 -an 53' 71 24.94'
r (C Slr m 96r'r • �4 • • I W-75 8 14-14-04- W 57.79-
W -70
7.79'W 76 3 15°53 9B' VI
41.21-
W -77
1.21'W 77 3 70-23'25- W 25.57'
W -92r �' / Iro '06� • • • IV -78 5 64.51.26' Y! 11.06
W-70 N 00°37'04° E 0.66.
_q Slmam • r / r • W-80 8 86.14'24° E 1.22'
r • / / r • / / • r • `/ W-81 N 30.26'03' E 14.25'
W-62 N 07.36'49' E 39.34'
•/ • r r r r•• 3
VI -83 N 16.12'03' W 36.21'
r • / • / • r r / W -B4 8 87.5]'44' E 15.80'
4 rStreaID r• r/ r / W -B5 N 15°95'58' E 15.5]'
.d ,Wetlands �¢2 r • • W-86 N 62'50 29' E 12.41'
'b " r r/ r r r• r r W-67 1 N 07'24'13° W 28.79'
Slrevm of DL
Sf.am 17
4�
3 Dr pt
50' Riparian Buffer/
Sheet Four of Nine
Wetlands Survey
Black Creek Estates
1955 Eddie Howard Rd Fuquay—Varina, NC 27526
Town of Fuquay—Verina Middle Creek Township
Wake County, NC Zoned: AR
Scale! 1" - 20' Date 9-17-17
PIN: 0686.01-07-9384 REID. 0110696
0 20 40
Ol p�
REVISED: Number of Sheets and
Add 100 Year Flood Limit 6-7-17
REVISED: Number of Sheets 7-25-17
REVISED: Number of Sheets 8-21-17
Wetlands Area #6 0.011 An. Course Bearing oistance
LY -94 N 00°3]'04' E 77.52!
1Y-95 S 17.40'68' E 32.01'
1'!-9fi 8 07°36'48' {'! 38.08'
{'l-87 3 30°28'03' V'! 10.9]'
For Sites Where The Entire Actual
Jurisdictional Boundary Is Depicted
This certifies that this copy of this plet coo ... tely
depicts the bvnn der-, of the jvrisdictles of SecUvn
404 of the Clean Rater Act as determined by the
uuderelgned on this data. Unice, there le a change
in the law or our published regulations, fhe determineUon
of Section 404 ✓arislletion may be relied upon for a
period not to eaceed rive (6) years from this dale. The
undersigned completed this determination mi/icing the
appropriate Regional Supplement to the 1967 U.S. Army
Corps of Engineers N Hands Delineation Mooned.
Regulatory Official:
TOIe:
Dote:
DMICE Action Rl:
' r r /
r • r r •
Wetlands Area 0 0.024 An.
b.am
• • • r • We 3
�.
Course
Bearing
0lataece
�/
IV -89
3 66°50'43' E
24.40'
•
• • r •
��
V! B9
5 07-24-13- E
28.34'
/ /
r /
1'l-90
5.57°46'21 W
10.61'
a
• •
19.91
S 19°43'55' tV
13.45'
3/ • r
• / r /3
W-92
S 66°33'52' V!
14.74
W-03
N 00°37'04' E
46.16'
r• r
•
r r r
Approximate
r• r
r r r
100 Year
' • • •
• • r
Flood limit
SIreeun
Wetlands 2
>¥
0.014 An.
• • r
Bream
r •
Course
Bearing
Distance
Slrevm of DL
Sf.am 17
4�
3 Dr pt
50' Riparian Buffer/
Sheet Four of Nine
Wetlands Survey
Black Creek Estates
1955 Eddie Howard Rd Fuquay—Varina, NC 27526
Town of Fuquay—Verina Middle Creek Township
Wake County, NC Zoned: AR
Scale! 1" - 20' Date 9-17-17
PIN: 0686.01-07-9384 REID. 0110696
0 20 40
Ol p�
REVISED: Number of Sheets and
Add 100 Year Flood Limit 6-7-17
REVISED: Number of Sheets 7-25-17
REVISED: Number of Sheets 8-21-17
Wetlands Area #6 0.011 An. Course Bearing oistance
LY -94 N 00°3]'04' E 77.52!
1Y-95 S 17.40'68' E 32.01'
1'!-9fi 8 07°36'48' {'! 38.08'
{'l-87 3 30°28'03' V'! 10.9]'
For Sites Where The Entire Actual
Jurisdictional Boundary Is Depicted
This certifies that this copy of this plet coo ... tely
depicts the bvnn der-, of the jvrisdictles of SecUvn
404 of the Clean Rater Act as determined by the
uuderelgned on this data. Unice, there le a change
in the law or our published regulations, fhe determineUon
of Section 404 ✓arislletion may be relied upon for a
period not to eaceed rive (6) years from this dale. The
undersigned completed this determination mi/icing the
appropriate Regional Supplement to the 1967 U.S. Army
Corps of Engineers N Hands Delineation Mooned.
Regulatory Official:
TOIe:
Dote:
DMICE Action Rl:

50'
Buffer Riparian
1
I
WA 22 �1 i
#3 I w
m
lm W-137
w-t2z,
oWSs'�1�
,�0
.'.r
sl...si
51r/vm
°om o"Sa` ayW W Elands Area f/7 ,
e
, , Slra
. E
al
23
Wetlands #4
o 41
N rSs9Jr�
rm
e9•
I
I
I
Pond
1
1
50' Riparian \.
Buffer \
�- Wetlands Survey
Black Creek Estates
1955 Eddie Howard Rd Fuquay-Varina, NC 27526
Town of F'uquay-Varina Middle Creek Township
Wake County, NC Zoned: AR
Scale: 1" = 30' Date 3-17-17
PIN. 0666.01-07-9364 REID: 0110696
0so 60�
Stream Wetlands #4
0.012 Ac.
Course
8 ... in9
Distance
W-115
N 50°15'59' W
3.25'
W-1 is
N 52°18'02° E
1.18'
Y1-117
N 00°05'28° W
24.22'
W-119
N 09°36'30' W�
28.72'
W-119
N 27°27'05' E
20.24'
Y1-120
N 70.24'06' E
16.01'
WA21
N 10°55.14' W
6.30'
W-122
R. 5.00'
Tan: -11.08'
Chd: N 29'22.09° E
L19.69'
CA: 225°39.51°
9.22'
WA23
R= 5.00'
Tan: 5.90'
Chtl: S 11°54'41• W
L = 8.68'
CA: 99°25'14'
7.63'
W-124
S 10°55'14' E
8.88'
W-125
3 70°24'06' W
17.41'
I1-126
S 27'27'05' W
25.91'
Y1-127
5 19°33.15° E
28.98'
W-128
1 3 11°06'59. 14
26.96'
W-129
1 S 52.18'02° V1
24.22'
�- Wetlands Survey
Black Creek Estates
1955 Eddie Howard Rd Fuquay-Varina, NC 27526
Town of F'uquay-Varina Middle Creek Township
Wake County, NC Zoned: AR
Scale: 1" = 30' Date 3-17-17
PIN. 0666.01-07-9364 REID: 0110696
0so 60�
Wetlands Area #7
0.095 Ac. ✓
Course
Bearing
Distance
LY -133
N 66°25'53' E
15.03'
4'I-134
N 60°56.08' E
43.07'
Wins
S 77047'30' E
19.42'
W-136
N 23"55.97' E
35.09'
4V-137
N 84056'08' E
23.45'
W-130
N 1B435'31' W
46.57'
VI -139
S 74°48'43' E
7.52'
VI -140
I S 12.55'20' E
47.98'
W-141
3 69'39'32' VI
2.51'
W-122
n= 5.00'
Tan: -11.88'
Chtl: S 29.22'09. 49
L =18.69'
CA: 225.39'51'
9.22'
W-121
S 10"55'14' E
6.30'
W-120
6 70.24'05" IV
16.01'
W-119
3 27"27.05° Y!
28.24'
V1018
S 09936.30' E
26.72'
W-117
3 00•CB'2e• E
24.22'
VI -116
S 52°18.02• YI
1.16'
�- Wetlands Survey
Black Creek Estates
1955 Eddie Howard Rd Fuquay-Varina, NC 27526
Town of F'uquay-Varina Middle Creek Township
Wake County, NC Zoned: AR
Scale: 1" = 30' Date 3-17-17
PIN. 0666.01-07-9364 REID: 0110696
0so 60�
cRtparc scntg
p00094440Y00008 4
B
C Of'0
k
4o
p
$
L-
oi, e
uq
b
vf
04 tRt
� 49000^
ep°eaooaoo aeric°'O°
�
2
REVISED: Number of Sheets 6-7-17
REVISED: Number of Sheets 7-25-17
REVISED: Number of Sheets 8-21-17
Far Sits Where The Entire Actual
Jurisdictional BoundaryIQcted
This cerrifies Nat this copy of Nis plat accurately
depicts Me boundary of Me jurisdiction of Sectle.
404 of Me Clean Rater Act as determined by Me
undersigned oa Nis data. Unless More is a ch.ge
in Me law or our published regulations, Me determination
of &oil. 404 Jurisdiat on mqy be re/fed up. far e
period not 0 succeed rive (5) years $om Mia- date. The
undersigned campieted this determination utilizing Me
appropriate. Regloaal Supplement to Me 1987 U.S. Army
Corps of Engineers WeMusds collocation Manuel.
Regulatory offcial:
Title:
Data:
USACE Action M.
/W

Proposed 50'+
Public R/iV N
Imlfact B1 ZZ
�aG l9'13�
P \
2
74 sq. it
2ofle
so
_.h>rpaet 5 ay
9ietance
OSg3
5 32.1)•57' VI
IB.Sa'
B-2
fl= 30.00'
ran: 4.32•
CNE: N 00.30.03• W
e 1
lav '%a
Impact 171
'
30
Permanent FNI Im
/
°'•°
5: 27 sq. It.Total
9.11'
(1 sq. ft. per ISost,
140 sq. ft-
tDeer-
footings for raised
1DLLKfR( :
boardwal¢ (TFp)
Impact B1 Z1 Fill
74 sq. it
Cecrca
Bearing
9ietance
8-t
5 32.1)•57' VI
IB.Sa'
B-2
fl= 30.00'
ran: 4.32•
CNE: N 00.30.03• W
L le 3.59'
CALt•za•12•
O.W
B-3
N Dr'42'03' E1
6.52'
0-4
1 N 86.31.22' E
9.11'
Impact B2 ZI F711
140 sq. ft-
tDeer-
Deer-
Basting
Distance
8-i1
N 06.35.41• E
24.81'
8.12
N 49.43'11• E
12.55'
B-13
S 1641'52. 11
22.99'
0.14
B= 30,00•
Ton: 6.24'
CNtl: S 28.26135• Y1
L = 12.30'
CA 23.30'03•
12.22•
o ec++;l3;AA11. I act Bl ZI /
7a 50, ' aj�an
0-1a9A 4 IMPACTti 7 Y 50' Ripaliian I
u s 7 Buffer
U E/o 1 3 I
N° °+. '� I7etlands AL r #2
U.
al352
01,
to I o
a A Sao aflo N
UFFER r`1•��d
;04e;
;0 ed T I
� o1, dr o
`S6 f✓q s
1
n
I FFER
WA 110
G aGG//yO�OI�
0 1 V U
3 OQ
a 0/ �?° 3 O /
.7'a of POad
y\l� \ Impact Will
I{, 3 ^ �.4 bE600 of P4ntl
3Pond Ti -le
O N
3 1 .
B2
a,uuw •\ O� P
E
� \ N
i
1
�N
0
Sheet Six of Nine
Riparian Buffer Impacts
Black Creek Estates
1955 Eddie Howard Rd Fuquay-Farina, NC 27526
Town of Fuquay-Varfna Middle Creek Township
Dake County, NC Zoned: AR
Scale: 1" = 20' Date 6-7-17
PIN., 0686.01-07-9384 REID: 0110696
o 20 40
L5
can , scut
REVISED: Number of Sheets 7-25-17
REVISED: Buffer Impacts and # of sheets 8-21-17
a9665C BB3gc REVISED: Consultant Comments 8-29-17
ofi 4 cos REVISED: CORPS Comments 10-23-17 ✓
e/�'l� 895! • °°a Impact el 22 Fill 621 sq. ft.
'LaQG� y1 Course 9 ... In, Dlatu..
S • 75 5 32'17'51' W 32.98'
B-. N 05.11.10• W 27.99'
r O°'.• 'v -77- 8= 50.00' L - 11.25'
•SII [14-2(4•• Gqo ran: 5.65' CA: 12.53.13'
6,a: N 01.15'26• E 11.22'
aA0/p ' N u ts5g6 O / B-9 R- E
325.00' L =013541'
y Tan: 6.71' CA: 2.21'51'
impact 89 ZZ Bridge 197 sq. ft.
coupe
Bearing
Distance
0-23
R, 270.00'
L - 7.8B'
Tan: 3.04'
CA: 1'40'17'
V
CM1E: 6 2997'15' E
).89'
8.24
s se•I6•8r W
1.28•
B-25
A. 50.00•
L- 12.41•
Tan: 6.24'
CA: 14.13.13•
Cptl: 8 03'26.00' If
12.28'
8-26
n- mAB•
L - 24.37'
Cad: 3 37•33.45• E
Tan: 12,10
CA: 27'51.29'
0-n
Cna: 3 26.50.19- E
24.07'
-F-2-7
6 04.29.250 E
14.62•
e-20
B= 260.00'
L • 42.46'
Tan: 9.13'
Tan: 21.29'
CA: 0.21.3]'
CM1tl: N 22.44T' W
42.43'
T1-10
N 05.49'29• E
0.19'
TI -1]
N 06.85'41• E
17.01'
1-24 Impact BaaM
\ `\ \
eE@ \ Proposed 50' \
ieG4 a \ Public R�7 \
i
0-14 I Tenafi P4' I CA: 20°30.03.1
1'7' ..rr 'temporary Impact so.
µ1 U�f4^"�• Bridve 1,748 s . ft.
COurce Bearing Otctanco
TI -16 R= 270.00' L • 1W.62'
Ten: 55.57' CA: '3°15'43•
Tan:
N 461.37. • W1 CAT W1 CA: 26.33'447
r win1a•n.ae n
w
Tan: 4.32•
1 CA: 16.24.12•
C11tl: N 00'20'03' W1
0.56'
Impact B2 Z2 Fill
1124 sq. ft
V
course
Boating
Distance
0-16
N 16.41.52' E
1.90'
a- 325.66'
L • 24.65'
Ten: 12.33'
CA: 4-20'42•
Cad: 3 37•33.45• E
24.54'
0-n
5 16.41.5' W
10.56•
0-10
a= 50.00'
L = 10.06'
Tan: 9.13'
CA: 20.41140•
CN4: S 2'02'42' Yt
4.96'
B-19
R- 50.00'
L = 25.04'
Tan: 13.11'
CA: 29.23.01'
0-14 I Tenafi P4' I CA: 20°30.03.1
1'7' ..rr 'temporary Impact so.
µ1 U�f4^"�• Bridve 1,748 s . ft.
COurce Bearing Otctanco
TI -16 R= 270.00' L • 1W.62'
Ten: 55.57' CA: '3°15'43•
Tan:
N 461.37. • W1 CAT W1 CA: 26.33'447
r win1a•n.ae n
w

Impact B5 Z2
I IT
I PH
Pond
1. _Imoact B4 ZI
leen
n �//� ✓i(1.f ­W1111111"_
Impact B5 ZZ Bridge 1060 sq. It
Course
Bearing
Dints -
3 -37
N 04°59'49' E
61.02'
B -B6
N D]•52'41' E
39.90'
B-39
R= 35.00'
L = 6.70'
CA: 34.10'00-
T6 n: 3.36'
LA: 10.53'00'
53.12'
Chtl: N 13.21.41' E
6.09'
B-40
N 1B'S 0'41' E
B-91
R= 400.0'
L = 3.93'
L = 7.98'
Tan: 1.97'
CA: 5'37'55•
CA: 22.51'40•
LI16: N 21'39'98' E
3.93'
B-42
N 70'13'48° E
17.65'
8.43
R= 30.00'
L = 15.64'
L - 11.42'
Tan: 8.00'
LA: 29.52'19'
CA: 21.4B'25•
ChO: 9 33'46150. 17
15A6'
B-44
6 18'50'41' W
15.99'
B-46
8- 30.00'
L = 17.57'
L - 20.47
Tan: 9.05'
LA: 33.33'26'
CA:50'33'00•
ChO: 3 35'37124' W
1].32'
B-46
5 18'50'41' al
43.41'
8.47
R= 30.00'
L = 5.74'
L . 4.00'
Tan: 2.00'
CA: 10.58.00'
CA: 8-59'45•
Lhfi: S 13.21-41' W
5.734
B-49
5 07'52'41' W
38.77'
B-99
S 04.53.49' 19
51.64'
B-50
R- 30.00'
L = 5.05'
B ]2
Tan: 2.54'
CA: 9'40'00'
]3
B -73
ChO: N 78'31119' W
5 O6'
\ 50' Riparian Buffer-
. /
99\ /
/ t
Bn / e2
Impact D6 Z2
Sheet Seven of Nine
Riparian Buffer Impacts
Black Creek Estates
A55 Eddie Howard Rd Fuquay-Varina, NC 27526
.''�---'' Town of Fuquay-Varma Middle Creek Township
Wake County, NC Zoned: AR
Scale: 1" = 50' Date B-ZI-17
PW.• 0686.01-07-9384 RELO: 0110696
✓ o 25 50
wl
GWNC SCos
REVISED: CORPS Comments 10-23-17
I
Impact Be ZZ Bridge 1675 sq. f /
flag ay (Non Imperious)
O
Impact B4 ZI Bridge 3073 sq. I
Lnurse
Bearing
Oistan
B-51
N B9'b5'31' W
143.]1-
'
9.52
N 12.37'31• W
R= 50.00.'
L = 58.00'
N 08.41451• W
Tan: 31.34'
CA: 34.10'00-
R= 35.00'
EA6: N 57.50'31• YI
53.12'
B-53
N 25.45'32. W
8.26'
B-64
N 25°45'92' W
21.27'
0-55
R= 20.00'
L = 7.98'
R= 30.00
Tan: 4.04'
CA: 22.51'40•
Tan: 2.54'
CM1tl: 5 32°57'12- E
7.83'
5-56
3 21.31'22• E
13.44'
B-57
R- 30.00'
L - 11.42'
N 07°524410 E
Tan: 5.78'
CA: 21.4B'25•
1 30..0'
Entl: B 32.25.34• E
11.35'
0-68
9 93'19.4fi• E
17:33'
8-69
R= 30.00'
L - 20.47
16.50.41• E
Tan: 19.1fi'
CA:50'33'00•
R= 30.00'
Chtl: S fiB°3fi'l]' E
25.62'
B -BO
11 86'0]'19' E
4.56'
CM1C: N 35.37'24' E
17.32'
L . 4.00'
6 18.50'41• W
Tda: 2.45'
CA: 8-59'45•
R= 25.00'
ChE: 9 88'25.38' E
4.03'
B -fit
S 89.55'31' E
161.23'
B-63
6 60'25'23` YI
20.211.
flag ay (Non Imperious)
O
Impact B4 ZI Bridge 3073 sq. I
Course
BaaTtn9
Oictance
B-64
N 25.45'32' W
46.42'
B-fi5
N 12.37'31• W
71.65'
B-fi0
N 08.41451• W
46.79'
B-67
R= 35.00'
L -
Tan: 4.20'
CA: 13.40'40'
CM1tl: N O1°51'31• W
0.34'
B -GB
N 04.58'49• E
10.27'
B-50
R= 30.00
L = 6.06'
Tan: 2.54'
CA: 9.40'00'
Ch6: 3 76.31'13' E
5.49
N 04°59149• E
51.84'
B 40
N 07°524410 E
39.77'
B-41
1 30..0'
L - 5.74'
Tan: 2.89'
CA: 10•BB-M
Cha: N 13.21-41- El
5.73'
B.46N
16.50.41• E
43.41'
8.45
R= 30.00'
L = 17.57'
Tan: 9.05'
CA: 33.33'26•
CM1C: N 35.37'24' E
17.32'
B-69
6 18.50'41• W
60.00'
B-70
R= 25.00'
L - 4.794
Tan: 2.40'
CA: 1D•59'0.-
CM1tl: 8 13.21 41' W
a.7.'
B-71
6 07•52141• W
39.64'
B ]2
6 04.58.49• W
61.04-
1.04'B
]3
B -73
Re 25.00
L
Tan: 3.00'CA.
13.40'40•
Lh6. 5 .1.51'31' E
5.95'
B-74
S 06.41'51• E
46.44'
B-75
S 12°37'31' E
B-76
3 25.45.32• E
81.29'
B-77
R= 40.00'
L - 39.91'
Tan: 21.80'
CA: 57•10.14•
CM1tl: S 54°20'39' E
30.20'
B-60
6 Bfi'0]'19' W
4.88'
B-69
R= 3D.00'
L - 2G.47'
Tan: 14.18'
CA: 50.33.ODI
CM1O: N 68.36'1]' Yi
25.62'
8-58
N 43.19.46' E
11.35'
8.5]
R. 30...'
L = 11.42'
Tan: 5.70'
CA: 21.40'25•
Cha: N 32.25'34• W
11.35'
.-56
N 21°31'22' W
13.44'
8.55
R= MOD'
L = 7.98'
Tan: 4.04'
CA: 22'51.40'
ChE: N 32.57.12' 17
7.93'

Temporary Access
Impact S2
3.0 IF
0--la-F
Bearing
Distance
TI -1
18 77°05'30° E 1
9.21'
PI -94
SOS°11'10' E
3.04'
PPII45
N
5
-5
N9°W236''
OS°11'10
Temporary Access
Impact S3
1.5 IF
Dcurse
Bearing
Distance
TI.2
N ]0°37'52' V!
5.08'
PI -10
N 30.09'50° E
1.17'
PI.9
N 42°14'32° E
PI.46
5 72°01 '36' E
5.48'
PI -40
1. 43°52'34' V/
1.]6'
49.3
Sheet Eight of Nine
W6 Wetlands Impacts
Black Creek Estates
1955 Eddie Howard Rd Fuquay-Varina, NC 27526
Town of Fuquay-Varina Middle Creek Township
- - _ Wake County, NC Zoned: AR
Scale- I" = 10' Date 3-17-17
__-
PIM.- 0606.01-07-9384 REID: 0110696
i `t' t20
t tt _St .,, it N CR9PIOC SCALE
Impact S3
10
proposed for .ay
Mn
Yerlae Wuter
REVISED: Number of Sheets 7-25-17
REVISED: Number of Sheets 8-21-17
REVISED: Consultant Comments 8-29-17
REVISED: CORPS Comments 10-23-17
I
y
1.5 IF
/(
Impact W3
FDI 2041 sq. ft.
e Bearing
Distance
3 53°15'3]' E
15.34'
N 30"09'28' E
1.93'
3 50"6]b1• E
21.34
PI -4 7J°30'31• E
1.11'
S
8 OS"11'10• E 2..05
3 OS°11'10' E 10.05'
PI -7 8 i6°41'52' Vl
M5'
2].84'
Impact W2
Fill 1365 sq. tt.
S 42°14'32' W
11.57'
3 42°14'32• W
0.34'Course
Bearing Distance
Course
Bearing
Distance
0
0 3vows0' W
1.1)'F.23
8 J4°21'01' E
7.57'
PI -34
N 32°05'15' YI
6.64'
N 33.30'19" Y!
5.70'PI-24
5 49'31'35" E
2A6'
PI.35
0 56°572'357" Y/
2.35'
2
N 30.4]'04' W
0.52'PI-25
S 04°31.36• E
2.32'
PI -36
N 33°35'1811.41'
3
N 46°26'58• W
2.21'I
-25S
17°58.24. 4V
9.33'
PI -3]
B 53°4]'24' W
2.559
N 01°1]'42° VI
2.78'
PI -2]
3 20.94'25' E
3.80'
PI.38
N 36°42157' W
15.56'
P1 15
N 05.21'49' E
5.25'
PI -26
S 42°2440• E
5.25'
PI.39
N 45.18'30° W
5.29'
PI -16
N 28°28'24' W
5.05'
PI.29
3 48'22'73"W
1.95'
PI -40
N 43°52'34' E
1.76'
PI -17
N 50.23'40" Y!
16.75'
PI -30
B 40°42'00' E
6.00'
PI -41
N 43.521344 E
7.73'
PI -10
N 40.50'01' E
3.04'
PI -31
S 40°42'05' E
13.22'
PI -42
N 15°41'52° E
32.30'
PI -19
IN 50.44'35• "I
13.18'
PI -32
S 51.31'47• W
6.56'
PI -43
N 05.11'10• W
9.12'
PI -20
IN 32°11'51° E
40.94'
PI -33
S 07'41133' W
40.92
PI -44
N 05.11'10• W
3.04'
V -W

50' Riparian
Buffer
Pond °oa
oa
Edge o/ Pontll
as
%y
Fill and Outlet Protection
d' Impact W4
301 sq. ft.
9
iP
Kiosk
.0
PFOMMON
Wetlands Impacts
Black Creek Estates
1955 Eddie Howard Rd Fuquay-Varina, NC 27526
Town of Fuquay-Varina Middle Creek Township
Wake County, NC' Zoned. AR
Scale: 1" = 20' Date 3-17-17
FIN: 0666.01-07-9384 REID: 0110696
i
9�
bq
Uy
�v
i
0 90 40
1!0�
GRRPMC SCAba
REVISED. Number of Sheets 6-7-17
REVISED: Impacted Wetlands 7-26-17
REVISED: Number of Sheets 8-21-17
REVISED: Consultant Comments 8-29-17
REVISED: CORPS Comments 10-23-17
�fUgu"t Permanent FDI
J{ ` Impact IN 301 sq. ft.
course aeacin0 Distance
PI -99 9 31°01'51° VY 12.22'
PI -50 N 21° 4Y 1U.74 -
PI -51 N 25°05'03° E 22.60 -
PI -52 I 6 40.04'07° E 19.66'
For Sites Wbere The Entire Actual
Jurisdictional Boundary Is Depicted
Tbis certifies that this copy of We plat accurately
depicls Me boundary of the jurisdiction of Section
404 of the Clean Water Act as determined by the
undersigned on this date. Unless More is a change
In the law or our pubbsbed regulations, the determination
of Section 404 Jurisdiction mk7 be relied upon far e
period not to exceed five (5) yeara from We data. The
undersigned completed this determination utRizing the
appropriate Regional Supplement to the 1987 U.S. Army
Corps of Engineers Retiands Delineation Manual.
Regulatory Official:
Title.
Date:
USACE Action In.

PRE -CONSTRUCTION NOTIFICATION (PCN) FORM —ATTACHED INFORMATION
133d. Explain the purpose of the
proposed project
The proposed residential development project will consist of 24
lots. The project proposes a road crossing across one wetland and
one stream to access an upland area on the west side of the
project. A proposed water line crossing is proposed parallel to the
road crossing to the north. A proposed boardwalk crossing
associated with a walking trail is proposed parallel to the road
crossing to the south.
133e. Describe the overall project
The project will occur in phases to protect jurisdictional features. A
in detail, including the type of
portion of the project area is already cleared from agricultural
equipment to be used
practices, and sediment and erosion control measures will be
implemented in these areas prior to the clearing of the remainder
of the project. After clearing is complete all erosion and sediment
control measures will be installed and the stormwater management
plan will be strictly adhered to. After which roadway and utility
installation will take place. This will include impacts to jurisdictional
wetlands and streams. After the permitted impacts are in place all
surrounding jurisdictional areas will be protected. The next phase of
the project will involve the development of the lots and permanent
stormwater infrastructure. The work will be completed with track
hoes, front-end loaders, back hoes, and off road haul trucks.
Dla. Specifically describe
The proposed project has been designed to avoid impacts to 3
measures taken to avoid or
streams (including. Streams B, C, and D shown on the PJD), 2
minimize the proposed impacts in
wetlands (including Wetlands B and D shown on the PJD), and 1
designing project.
open water (Pond A shown on the PJD).
The project has been designed to minimize impacts to Stream A,
Wetland A, and Wetland C (shown on the PJD). The proposed
roadway crossing location was chosen after evaluating all other
possible crossing locations. The proposed road crossing crosses
Wetland A at the narrowest width of the wetland, this location
provides the least amount of impact to Wetland A. After this
crossing location was selected the curve of the road was designed
to further reduce potential impacts to Wetland A. Crossing Wetland
A any further upstream or downstream of the proposed location
will result in increased wetland impacts, and were therefore ruled
out as possibilities. A road crossing downstream of Pond A is not
feasible due to the distance from the property boundary to the
pond. There are no other feasible upland access areas to the
western portion of the property. Furthermore, the current
proposed road crossing location minimizes impacts to Stream A as
this is a relatively straight section of Stream A. The lack of meanders
in this section of Stream A will minimize impacts to stream length
from the proposed culvert installation under the roadway crossing.
The proposed boardwalk crossing associated with the greenway
trail around the pond has been designed to minimize impacts to

jurisdictional features by completely avoiding impacts to Stream A.
The boardwalk will be supported by a total of 27 1-sqft wooden
post which are the only permanent impacts associated with the
boardwalk. Vegetation will be cleared by hand for the installation of
the boardwalk and will not include the removal of any trees. During
the design there was consideration for incorporating the greenway
trail within the road crossing impact location; however doing so
would have involved the addition of a sidewalk to the road. The
extra width of the sidewalk would have resulted in greater wetland
and stream impacts relative to the proposed boardwalk crossing.
The proposed water utility line will be installed utilizing bore and
jack method to avoid stream impacts to Stream A. Also, impacts to
Wetland A are being minimized by placing the bore and jack access
points as close as possible to the bends in the water line where it
turns back to the roadway. The water utility line is required by the
Town of Fuquay to parallel the road where the road crosses the
stream.
The wetland impact (W4) associated with the stormwater outfall is
proposed to stabilize the outlet and prevent erosion of the wetland.
The amount of proposed outlet protection is designed to provide
appropriate protection associated with stormwater flows 6.4 ac
drainage area. This outlet protection will diffuse stormwaterflows
into the remainder of the wetland not being impacted as well as
Pond A. This location is the low point in the landscape, and the
natural discharge point for stormwater in the area.
D1b. Specifically describe
Typical sediment and erosion control measures will be taken on
measures taken to avoid or
site. Tree protection fencing will be used to protect jurisdictional
minimize the proposed impacts
waters that will not be impacted. Appropriately sized equipment
through construction techniques.
will be utilized to prevent excessive compacting and minimize
clearing. Construction scheduling and staging will be timed to
minimize the amount of time spent working in the stream channel.
All equipment will be within permitted areas and temporary impact
areas will be restored to preexisting contours. Work will be
performed during low flow or no flow conditions, and pump
arounds will be used to complete work in the dry to a feasible
extent for working in the creek. An Erosion and Sediment Control
Plan will be submitted to the NC Department of Energy, Mineral,
and Land Resources. All clearing associated with the boardwalk will
be completed by hand (non-mechanized clearing).
F5d. Endangered Species and
Federally protected species listed for Wake County with potential
Designated Critical Habitat
habitat onsite include the northern long-eared bat. Suitable habitat
does not exist for the other federally protected species in Wake
County including Bald eagle, Red-cockaded woodpecker, Dwarf
wedgmussel, and Michaux's sumac. The NC Natural Heritage
Program (NCNHP) data explorer and USFWS— Information for
Planning and Conservation tool were used to assess known

occurrences of protected species. According to NCNHP, none of
these species or any designated critical habitat were found to be
within a mile of the project site. The northern long-eared bat (NLEB)
is thought to use trees as little as 3" dbh for roosting during
summer months. The forested areas along the streams do contain
suitable roost habitat for NLEB; however no known roost trees are
known to occur in Wake County per an online review of the USFWS
— Raleigh Field office website
(httl)s://www.fws.gov/raleigh/NLEB RFO.html). The NCNHP and
USFWS IPaC reports are attached to this permit application.