20171163 Ver 1_401 Application_20170917

September 7, 2017
NC Division of Water Resources
Wetlands Branch
1617 Mail Service Center
Raleigh, NC 27699-1617
To Whom It May Concern:
2 0 1 7 1
D
S F P 1 2 2017
DEO-WATER RESOUR ES
401 & BUFFER PERMITTING
Reference: Black Creek Estates Pre -Construction Notification - NWPs 12 and 29
Please find the attached Pre -Construction Notification (PCN) and supporting documentation to
apply for Nationwide Permits (NWP) No. 12 and 29 for the Black Creek Estates residential
development in Fuquay-Varina, NC.
Black Creek Estates is a proposed residential development by Lester Stancil and Associates and
Morgan Development Company, LLC. The property proposed for development is located at 1955
Eddie Howard Road in Fuquay-Varina and owned by Morgan Development Company, LLC.
Approximately 26 acres of land is proposed to be developed into 24 residential lots to
accommodate 4 -bedroom homes. Adams Soil Consulting is providing environmental consulting
services for the proposed residential development including assessment and delineation of waters
of the U.S., areas subject to the Neuse buffer rules, and permitting.
The proposed design includes three roads, a walking trail with a small parking area, and
associated utility lines except for sanitary sewer. Residential wastewater will be treated with
individual onsite wastewater (septic) systems on each lot. The residential plan including the onsite
wastewater systems has been submitted to and is currently under review by the town of Fuquay-
Varina.
The project area was delineated by Adams Soil Consulting on January 21, 2017. A preliminary
jurisdictional determination request is included within this permit package. The project is within the
Neuse River basin and includes nine jurisdictional features including: four perennial streams, one
pond, and four forested wetlands. The four streams include SA (359 If), SB (1 18 If), SC (144 If), and
SD (160 If). One pond PA (3.205 ac) which is fed by stream SA. The four wetlands include WA (1.037
ac), WB (0.130 ac), WC (0.081 ac), and WD (0.095 ac).
The proposed project includes three separate crossings over Stream A and Wetland A for a road
crossing, elevated boardwalk crossing and associated greenway trail, and a water utility line
crossing. Due to constructability, it was not feasible to include all three crossings within the some
crossing footprint. However, the crossings are all occurring in the same area where the wetland
has the narrowest width and one of the relatively straighter sections of stream SA in an effort to
avoid and minimize impacts to jurisdictional Waters of the U.S.
163

September 7, 2017
Page 2 of 3
Reference: Black Creek Estates Pre -Construction Notification - NWPs 12 and 29
We are requesting authorization under NWP 29 for the impacts associated with the residential
development including the road crossing and the elevated boardwalk/greenway trail crossing.
The road crossing includes installation of a 36 -in reinforced concrete pipe/culvert with headwalls
along stream SA, resulting in 49 -ft of permanent impacts. Also, 5 -ft of temporary impacts are
associated with the culvert construction access at the inlet and outlet to stream SA. The proposed
road will also result in permanent fill impacts 0.078 ac of wetland WA in order to construct the
road.
The proposed elevated boardwalk crossing includes installation of 27 wooden post (1 -ft by 1 -ft) to
serve as footings for the elevated boardwalk. This will result in 0.001 ac of permanent fill in wetland
WA. The proposed elevated boardwalk includes no impacts to stream SA. We are proposing to
remove vegetation within the footprint of the elevated boardwalk by hand which will result in
tem or= clearin im acts to 0.017 ac within Wetland As the elevated boardwalk exten
rt 11FRFMFT1n&73 sgft of Zone 1 buffer and 3,132
of Zone 2..buffer as it continues arQUnapond PA.
A proposed stormwater outfall at wetland WC includes 0.007 ac of permanent impacts to armor
and stabilize the outlet.
The total permanent impact areas to jurisdictional WOUS for this project is 0.091 ac, and therefore
no mitigation is being sought to offset jurisdictional WOUS impacts associated with this project.
Irotal buffer impacts are 8,164-sgft, and is below the threshold of 0.33-ac/150-ft allowable buffer
impacts. As a result, no buffer mitigation is being sought to offset buffer impacts qifipciated with
this project.
We are requesting authorization under NWP 12 for the impacts associated with the water utility line
crossing. The water utility line crossing includes temporary excavation impacts to 7 -ft of stream SA
and 0.008 ac of wetland WA. The easement will be restored to the pre -construction elevation and
stabilized with native wetland seed mix. No maintenance of this easement will be conducted after
construction.
The NC Natural Heritage Data Explorer and U.S. Fish and Wildlife Service (USFWS) Information for
Planning and Conversation (IPaC) were reviewed to evaluate threatened and endangered
species occurrences in the project area. The following species were listed in the IPaC report for the
project area, one endangered bird (Red -cockaded Woodpecker - Picoides borealis), one
endangered clam (Dwarf Wedgmussel - Alasmidonto heterodon), one proposed threatened
clam (Yellow Lance - Elliptio lanceolate), one endangered flowering plant (Michaux's Sumac -
Rhus michauxii) and one threatened mammal (Northern Long-eared Bat (NLEB)-Myotis
septentrionalis). However, according NCNHP there are no critical habitats for any of these species
in this location. A field survey also concluded that no potential habitats for these species were
available within the project area. The forested areas along Stream A do contain suitable roost

September 7, 2017
Page 3 of 3
Reference: Black Creek Estates Pre -Construction Notification - NWPs 12 and 29
habitat (trees > 3 in dbh) for the NLEB; however, no known roost trees are known to occur in or
near Eddie Howard Road per an online review of the USFWS - Raleigh Field Office website
(https://www.fws.gov/raleigh/NLEB-RFO.htmi).
The attachments contain the PCN form, vicinity map, USGS topoquad map, soils map, NWI map,
jurisdictional features map, and wetland assessment map. Additional attachments include Site
Plans, Impact Map, NCNHP report, USFWS IPaC report, and excerpts from the NRHP
documentation. Please contact me if you have any questions.
Regards,
Alex Adams
Adams Soil Consulting
1676 Mitchell Road
Angier, NC 27501
919-414-6761
[e-mail]
Attachment: 4 copies of PCN packet

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Office Use Only:
Corps action ID no.
DWQ project no.
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
1 a.
Type(s) of approval sought from the Corps:
Q Section 404 Permit ❑ Section 10 Permit
1 b. Specify Nationwide Permit (NWP) number: 29 and 12 or General Permit (GP) number.-
umber:1
1c.
Has the NWP or GP number been verified by the Corps?
0 Yes ❑ No
1 d.
Type(s) of approval sought from the DWQ (check all that apply).-
pply):401 Water Quality Certification — Regular Non -404 Jurisdictional General Permit
401
❑ 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 ❑X 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 Q 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:
n/a
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
E P I 2 7M7 -7 -
3d. Street address:
1920 Old Buies Creek Rd
D60 --WATER RESOURCES
3e.
City, state, zip:
Angier, NC 27501-6479 I—qM-R-BUFFE 177'
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 Information (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]
S. Agent/Consultant Information (if applicable)
5a. Name:
Alex 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:
[e-mail]
Page 2 of 10

B. Project Information and Prior Project History
1. Property Identification
1a. Property identification no. (tax PIN or parcel ID): 10686079384
1 b. Site coordinates (in decimal degrees):
Latitude: 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:
lNeuse
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. Describe the overall project in detail, including the type of equipment to be used:
See attached.
4. Jurisdictional Determinations
4a. Have jurisdictional wetland or stream determinations by the
Corps or State been requested or obtained for this property /
roject includin all rior hases in the ast?
❑ Yes © No ❑ Unknown
Comments: pJD is requested as part of this permit application.
4b. If the Corps made the jurisdictional determination, what type
of determination was made?
®Preliminary Final
❑
4c. If yes, who delineated the jurisdictional areas?
Name (if known): A. Adams
Agency/Consultant Company: Adams Soil Consulting
Other:
4d. If yes, list the dates of the Corps jurisdictional determinations or State determinations and attach documentation.
N/A
S. Project History
5a. Have permits or certifications been requested or obtained for
this project (including all prior phases) in the past?
❑Yes ® No ❑ Unknown
5b. If yes, explain in detail according to "help file" instructions.
N/A
6. Future Project Plans
6a. Is this a phased project?
❑ Yes ® No
6b. If yes, explain.
N/A
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):
❑X Wetlands Q Streams — tributaries Q Buffers ❑ Open Waters ❑ Pond Construction
2. Wetland Impacts
If there are wetland impacts proposed on the site, then complete this question for each wetland area impacted.
2a.
Wetland impact
number
Permanent (P) or
Temporary
2b.
Type of impact
2c.
Type of wetland
2d.
Forested
2e.
Type of jurisdiction
Corps (404,10) or
DWQ (401, other)
2f.
Area of
impact
(acres)
W1 P
Fill
Headwater Wetland
Yes
Corps
0.001
W2 P
Fill
Headwater Wetland
Yes
Corps
0.047
W3 P
Fill
Headwater Wetland
Yes
Corps
0.031
W4 P
Fill
Headwater Wetland
Yes
Corps
0.007
W5 T
Land Clearing
Headwater Wetland
Yes
Corps
0.017
W6 T
Excavation
Headwater Wetland
Yes
Corps
0.004
2g. Total Wetland Impacts:
0.111
2h. Comments:
W7 - T - Excavation - Headwater Wetland - Yes - Corps - 0.004
Permanent wetland impacts total 0.087 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.
Stream impact
number
Permanent (P) or
Temporary (T)
3b.
Type of impact
3c.
Stream name
3d.
Perennial (PER) or
intermittent (INT)?
3e.
Type of
jurisdiction
3f.
Average
stream
width
(feet)
3g.
Impact
length
(linear
feet)
S1 P
Culvert
Stream A
PER
Corps
5
49
S2 T
Stabilization
Stream A
PER
Corps
4
3
S3 T
Stabilization
Stream A
PER
Corps
5
2
S4 T
Excavation
Stream A
PER
Corps
6
7
S5 -
Choose one
S6 -
Choose one
-
3h. Total stream and tributary impacts
61
3i. Comments:
Permanent stream impacts total 0.005ac / 491f
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 individually list all open water impacts below.
4a.
Open water
impact number
Permanent (P) or
Temporary (T)
4b.
Name of waterbody
(if applicable)
4c.
Type of impact
4d.
Waterbody
type
4e.
Area of impact (acres)
01 -
Choose one
Choose
02 -
Choose one
Choose
03 -
Choose one
Choose
04 -
Choose one
Choose
4f. Total open water impacts
0
4g. Comments:
5. Pond or Lake Construction
If pond or lake construction proposed, the complete the chart below.
5a.
Pond ID number
5b.
Proposed use or
purpose of pond
5c. 5d. 5e.
Wetland Impacts (acres) Stream Impacts (feet) Upland
(acres)
Flooded
Filled
Excavated Flooded
Filled
Excavated
P1
Choose one
P2
Choose one
5f. Total:
0
0
0 0
0
0 0
5g. Comments: n/a
5h. Is a dam high hazard permit required?
❑ Yes ❑ No If yes, permit ID 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 chart below. If yes, then individually list all buffer impacts
below. If any impacts require mitigation, then you MUST fill out Section D of this form.
6a. Project is in which protected basin?
❑X Neuse ❑ Tar -Pamlico ❑ Catawba ❑ Randleman ❑ Other:
6b.
Buffer Impact
number —
Permanent (P) or
Temporary T
6c.
Reason for impact
6d.
Stream name
6e.
Buffer
mitigation
required?
6f.
Zone 1
impact
(square
feet)
6g.
Zone 2
impact
(square
feet
131 P
Road Constnxtion
Stream A
No
74
621
B2 P
Road Construction
Stream A
No
140
1,124
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
B6 P
Walking Trail
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 tion for Impacts to Waters of the U.S. or Waters of the State
2a. Does the project require Compensatory Mitigation for
impacts to Waters of the U.S. or Waters of the State?
❑ Yes © No
2b. If yes, mitigation is required by (check all that apply):
❑ DWQ ❑ Corps
2c. If yes, which mitigation option will be used for this
project?
❑ Mitigation bank
❑Payment to in-lieu fee program
❑ Permittee Responsible Mitigation
3. Complete if Using a Mitigation Bank
3a. Name of Mitigation Bank:
3b. Credits Purchased (attach receipt and letter)
Type: 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:
5. Complete if Using a Permittee Responsible Mitigation Plan
5a. If using a permittee responsible mitigation plan, provide a description of the proposed mitigation plan.
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
buffer mitigation?
Yes Q No
6b. If yes, then identify the square feet of impact to each zone of the riparian buffer that requires mitigation. Calculate the
amount of mitigation required.
Zone
6c.
Reason for impact
6d.
Total impact
(square feet)
Multiplier
6e.
Required mitigation
(square feet)
Zone 1
3 (2 for Catawba)
Zone 2
1.5
6f. Total buffer mitigation required:
0
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
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?
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 ❑ No
2. Storruwater 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 localgovernment's jurisdiction is thisproject?
Town of Fuquay-Varina
® Phase 11
❑X 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
OCoastal counties
❑HQW
4a. Which of the following state-implemented stormwater management programs apply
ORW
(check all that apply):
HSessionLaw 2006-246
❑Other:
4b. Has the approved Stormwater Management Plan with proof of approval been
❑ Yes ❑ No
attached?
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 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
❑ Yes Q No
use of public (federal/state) land?
1b. If you answered "yes' to the above, does the project require preparation of an
environmental document pursuant to the requirements of the National or State
❑Yes ❑X 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,
❑ Yes ©No
or Riparian Buffer Rules (15A NCAC 28.0200)?
2b. Is this an after-the-fact permit application?
❑Yes Q No
2c. If you answered "yes" to one or both of the above questions, provide an explanation of the violation(s):
n/a
3. Cumulative Impacts (DWQ Requirement)
3a. Will this project (based on past and reasonably anticipated future impacts) result in
❑ Yes ❑X 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 The
project is within the town limits of Fuquay-Varina. residential development proposes on-site wastewater (septic) systems designed for 4-
bedroom homes on a tot by lot basis for each of the 24 tats within the proposed residential development. The onsite wastewater systems are subject to
approval by the Town of Fuquay Varina.
Page 9 of 10
PCN Form — Version 1.4 January 2009

6. 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 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 (httpl/ooean.floridarnarine.org/saftnq._atiasi)
atiasq
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 ❑X 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 stows no historic resources within 2 miles of the subject site. The proposed project will not affect any historic or
archaeological resources. http://gir nedcr.govihpoweb
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:
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 wdt not result in BFE increases.
8c. What source(s) did you use to make the floodplain determination?
NC Floodplain Mapping / FIRM - Map #3720068600J - Revised 5/2/06
x- �
08-31-2017
Applicant/Agent's Printed Name
Date
Applicant/Agent'sSignature
(Agent's signature is valid only if an authorization
letter from the applicant isprovided)
Page 10 of 10

PRE -CONSTRUCTION NOTIFICATION (PCN) FORM —ATTACHED INFORMATION
63d. Explain the purpose of the
The proposed residential development project will consist of 24
proposed project
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.
D1a. Specifically describe
The proposed project has been designed to include one roadway
measures taken to avoid or
crossing, one utility (water line) crossing, and one boardwalk
minimize the proposed impacts in
crossing. It was not feasible to combine these three features into
designing project.
the same footprint due to design and safety constraints.
All three crossings were chosen at the narrowest width of the
wetland and one of the straightest sections of the streams. The
crossings are angled to cross the stream as close to 90 degrees as
possible while minimizing impacts to adjacent wetlands and existing
riparian vegetated buffers. The elevated boardwalk across the
wetland associated with an adjacent walking trail, only includes
permanent impacts to the wetland associated with the support post
and avoids stream impacts.
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
(https://www.fws.gov/raleigh/NLEB RFO.html). The NCNHP and
USFWS IPaC reports are attached to this permit application.

Jurisdictional Determination Request
0
US Army corps
of Engineers.
w"ngtDn ois�
This form is intended for use by anyone requesting a jurisdictional determination (JD) from the
U.S. Army Corps of Engineers, Wilmington District (Corps). Please include all supporting
information, as described within each category, with your request. You may submit your request
to the appropriate Corps Field Office (or project manager, if known) via mail, electronic mail, or
facsimile. A current list of county assignments by Field Office and project manager can be
found on-line at: http://www.saw.usace.arrny.mil/Missions/Re ug latoryPermitPrograni.aspx, by
telephoning: 910-2514633, or by contacting any of the field offices listed below:
ASHEVILLE REGULATORY FIELD OFFICE
US Army Corps of Engineers
151 Patton Avenue, Room 208
Asheville, North Carolina 28801-5006
General Number: [phone]
Fax Number: [phone]
RALEIGH REGULATORY FIELD OFFICE
US Army Corps of Engineers
3331 Heritage Trade Drive, Suite 105
Wake Forest, North Carolina 27587
General Number: [phone]
Fax Number: (919) 562-04211
WASHINGTON REGULATORY FIELD OFFICE
US Army Corps of Engineers
2407 West Fifth Street
Washington, North Carolina 27889
General Number: [phone]
Fax Number: [phone]
WILMINGTON REGULATORY FIELD OFFICE
US Army Corps of Engineers
69 Darlington Avenue
Wilmington, North Carolina 28403
General Number: 910-251-4633
Fax Number: [phone]
Version: December 2013 Page 1

Jurisdictional Determination Request
INSTRUCTIONS:
All requestors must complete Parts A, B, C, D, E and F.
NOTE TO CONSULTANTS AND AGENCIES: If you are requesting a JD on behalf of a
paying client or your agency, please note the specific submittal requirements in Part G.
NOTE ON PART D — PROPERTY OWNER AUTHORIZATION: Please be aware that all JD
requests must include the current property owner authorization for the Corps to proceed with the
determination, which may include inspection of the property when necessary. This form must be
signed by the current property owner to be considered a complete request.
NOTE ON PART D - NCDOT REQUESTS: Property owner authorization/notification for JD
requests associated with North Carolina Department of Transportation (NCDOT) projects will be
conducted according to the current NCDOT/USACE protocols.
NOTE TO USDA PROGRAM PARTICIPANTS: A Corps approved or preliminary JD may not
be valid for the wetland conservation provisions of the Food Security Act of 1985. If you or
your tenant are USDA Program participants, or anticipate participation in USDA programs, you
should also request a certified wetland determination from the local office of the Natural
Resources Conservation Service, prior to starting work.
Version: December 2013 Page 2

Jurisdictional Determination Request
A. PARCEL INFORMATION
B.
.Lo
Street Address:
City, State:
County:
Directions:
1955 EDDIE HOWARD ROAD
WILLOW SPRING, NORTH CAROLINA 27592
WAKE
FROM RALEIGH TAKE US -401 S TO DWIGHT ROWLAND RD IN FUQUAY FOR 13.3 MILES
CONTINUE ON DWIGHT ROWLAND RD TO EDDIE HOWARD RD FOR 2.6 MILES
Parcel Index Number(s) (PIN): 0686079364
REQUESTOR INFORMATION
Name:
Mailing Address:
Telephone Number:
Electronic Mail Address:
LESTER STANCIL AND ASSOCIATES
PO BOX 730 ANGIER, NC 27501
919-639-2133
NE WTOWN.LSA@GMAIL. COM
Select one:
❑ I am the current property owner.
❑ I am an Authorized Agent or Environmental Consultant
❑ Interested Buyer or Under Contract to Purchase
❑✓ Other, please explain.
Surveying Company
PROPERTY OWNER INFORMATION
Name:
Mailing Address:
Telephone Number:
Electronic Mail Address3
MORGAN DEVELOPMENT COMPANY LLC
1920 OLD BUIES CREEK RD
ANGIER, NC 27501-6429
919440-6479
gregmorganl [e-mail]
❑✓ Proof of Ownership Attached (e.g. a copy of Deed, County GIS/Parcel/Tax Record data)
1 If available
2 Must attach completed Agent Authorization Form
3 If available
Version: December 2013 Page 3

Jurisdictional Determination Request
D. PROPERTY OWNER CERTIFICATION°
I, the undersigned, a duly authorized owner of record of the property/properties identified herein,
do authorize representatives of the Wilmington District, U.S. Army Corps of Engineers (Corps)
to enter upon the property herein described for the purpose of conducting on-site investigations
and issuing a determination associated with Waters of the U.S. subject to Federal jurisdiction
under Section 404 of the Clean Water Act and/or Section 10 of the Rivers and Harbors Act of
1899.
�11)fq4n OV114 (_eMPd;'b I//)- // -)
Propehjy Owner (pl ase print) Date
Property 04der Signature
E. JURISDICTIONAL DETERNIINATION TYPE
Select One:
RI am requesting that the Corps provide a preliminary JD for the property identified herein.
This request does include a delineation.
I am requesting that the Corps provide a preliminary JD for the property identified herein.
This request does NOT include a delineation.
I am requesting that the Corps investigate the property/project area for the presence or
absence of WoUS5 and provide an approved JD for the property identified herein. This
request does NOT include a request for a verified delineation.
I am requesting that the Corps delineate the boundaries of all WoUS on a property/project
area and provide an approved JD (this may or may not include a survey plat).
❑ I am requesting that the Corps evaluate and approve a delineation of WoUS (conducted
by others) on a property/project area and provide an approved JD (may or may not
include a survey plat).
° For NCDOT requests following the current NCDOT/USACE protocols, skip to Part E.
5 Waters of the United States
Version: December 2013 Page 4

Jurisdictional Determination Request
F. ALL REQUESTS
Map of Property or Project Area (attached). This Map must clearly depict the boundaries
of the area of evaluation.
❑✓ Size of Property or Project Area 26.39 acres
III verify that the property (or project) boundaries have recently been surveyed and marked
by a licensed land surveyor OR are otherwise clearly marked or distinguishable.
G. JD REQUESTS FROM CONSULTANTS OR AGENCIES
(1) Preliminary JD Requests:
❑✓ Completed and signed Preliminary Jurisdictional Determination Form 6.
❑*( Project Coordinates: 35.583355 Latitude -78.727717 Longitude
Maps (no larger than 11x17) with Project Boundary Overlay:
© Large and small scale maps that depict, at minimum: streets, intersections, towns
❑✓ Aerial Photography of the project area
❑✓ USGS Topographic Map
❑✓ Soil Survey Map
❑✓ Other Maps, as appropriate (e.g. National Wetland Inventory Map, Proposed Site
Plan, previous delineation maps, LIDAR maps, FEMA floodplain maps)
s See Appendix A of this Form. From Regulatory Guidance Letter No. 08-02, dated June 26, 2008
Version: December 2013 Page 5

jurisdictional Determination Request
Delineation Information (when applicable)':
Wetlands:
0 Wetland Data Sheetss
Tributaries:
Ir l USACE Assessment Forms
Upland Data Sheets Q Other Assessment Forms
(when appropriate)
❑✓ Landscape Photos, if taken
❑✓ Field Sketch overlain on legible Map that includes:
■ All aquatic resources (for sites with multiple resources, label and identify)
■ Locations of wetland data points and/or tributary assessment reaches
■ Locations of photo stations
■ Approximate acreage/linear footage of aquatic resources
(2) Approved JDs including Verification of a Delineation:
❑ Project Coordinates:
Latitude Longitude
Maps (no larger than 11x17) with Project Boundary Overlay:
❑ Large and small scale maps that depict, at minimum: streets, intersections, towns
❑ Aerial Photography of the project area
❑ USGS Topographic Map
❑ Soil Survey Map
❑ Other Maps, as appropriate (e.g. National Wetland Inventory Map, Proposed Site Plan,
previous delineation maps)
' 1987 Manual Regional Supplements and Data forms can be found at:
http://www.usace.army.miI/Missions/CivilWorks/R2gulato[yProaramandPermits/reg supp.asm
Wetland and Stream Assessment Methodologies can be found at:
httl2://Portal.rxdenr.orQ/c/document library/get file?uuid=76f3c58b-dab8-4960-ba43-45b7faf06f4c&groupld=38364 and,
http://www.saw.usace.army.miI/Portals/59/docs/regulatory/pubiicnotices/2013/NCSAM Draft User Manual 130318 pdf
8 Delineation information must include, at minimum, one wetland data sheet for each wetland/communitv type.
Version: December 2013 Page 6

PIN:0686079384
PIN Ext: 000
Real Estate ID: 0110696
Map Name: 0686 01
Owner: MORGAN DEVELOPMENT COMPANY
LLC
Mail Address 1: 1920 OLD BUIES CREEK RD
Mail Address 2: ANGIER NC 27501-6429
Mail Address 3:
Deed Book: 016641
Deed Page: 00694
Deed Date: 12/16/2016
Deed Acres: 28.05
Building Value: $0
Land Value: $550,500
Total Value: $550,500
Billing Class: Business
Description: TR7 GREATER PART PROP OF
ARLIE & ILA DUPREE
Heat Area: 0
Site Address: 1955 EDDIE HOWARD RD
City:
Township: Middle Creek
Year Built: 0
Sale Price: $0
Sale Date:
Use Type:
Design Style:
Land Class: Vacant
Old Parcel Number: --
A
0 110 220 440 ft
I t t t l i t t l
1 inch = 200 feet
Disclaimer
Maps makes every effort to produce and publish
Hhe most current and accurate information possible.
However, the maps are produced for information purposes,
and are NOT surveys. No warranties, expressed or implied
,are provided for the data therein, its use,or its interpretation.

ATTACHMENT A
PRELIMINARY JURISDICTIONAL DETERMINATION FORM
BACKGROUND INFORMATION
A. REPORT COMPLETION DATE FOR PRELIMINARY JURISDICTIONAL
DETERMINATION (JD): APRIL 7, 2017
B. NAME AND ADDRESS OF PERSON REQUESTING PRELIMINARY JD:
LESTER STANCIL AND ASSOCIATES, PO BOX 730 ANGIER, NC 27501
C. DISTRICT OFFICE, FILE NAME, AND NUMBER:
D. PROJECT LOCATION(S) AND BACKGROUND INFORMATION:
1955 EDDIE HOWARD ROAD WILLOW SPRING, NC
(USE THE ATTACHED TABLE TO DOCUMENT MULTIPLE WATERBODIES AT DIFFERENT
SITES)
State: NC County/parish/borough: WAKE City: WILLOW SPRING
Center coordinates of site (lat/long in degree decimal format):
Lat. 35.583355 ON; Long. 78.727717 QW.
Universal Transverse Mercator: 17N
Name of nearest waterbody: BLACK CREEK
Identify (estimate) amount of waters in the review area:
Non -wetland waters:
781 linear feet: 3 width (ft) and/or acres.
Cowardin Class: R3UB
Stream Flow: Perennial
Wetlands: 4-55 acres.
Cowardin Class: PEM and PFO
Name of any water bodies on the site that have been identified as Section 10
waters:
Tidal: none
Non -Tidal: none

E. REVIEW PERFORMED FOR SITE EVALUATION (CHECK ALL
APPLY):
❑ Office (Desk) Determination. Date:
❑ Field Determination. Date(s):
THAT
SUPPORTING DATA. Data reviewed for preliminary JD
(check all that apply - checked items should be included in case file and,
where checked and requested, appropriately reference sources below):
❑✓ Maps, plans, plots or plat submitted by or on behalf of the
applicant/consultant:
❑✓ Data sheets prepared/submitted by or on behalf of the
app ' nt/consultant.
Office concurs with data sheets/delineation report.
Office does not concur with data sheets/delineation report.
❑ Data sheets prepared by the Corps:
❑ Corps navigable waters' study:
❑ U.S. Geological Survey Hydrologic Atlas:
❑✓ USGS NHD data
❑ USGS 8 and 12 digit HUC maps
❑✓ U.S. Geological Survey map(s). Cite scale & quad name: 24KANGIER
❑✓ USDA Natural Resources Conservation Service Soil Survey.
Citation: WAKE COUNTY 1970
❑✓ National wetlands inventory map(s). Cite name: USFWs- NWI NC
❑ State/Local wetland inventory map(s):
❑ FEMA/FIRM maps:
LTJ
100 -year Floodplain Elevation is:
(National Geodectic Vertical Datum of 1929)
❑✓ Photographs: © Aerial (Name & Date)' NADP 2015 or
❑ Other (Name & Date):
❑ Previous determination(s). File no. and date of response letter:
❑ Other information (please specify):
2

1. The Corps of Engineers believes that there may be jurisdictional waters of the
United States on the subject site, and the permit applicant or other affected party
who requested this preliminary JD is hereby advised of his or her option to
request and obtain an approved jurisdictional determination (JD) for that site.
Nevertheless, the permit applicant or other person who requested this
preliminary JD has declined to exercise the option to obtain an approved JD in
this instance and at this time.
2. In any circumstance where a permit applicant obtains an individual permit, or
a Nationwide General Permit (NWP) or other general permit verification requiring
"pre -construction notification" (PCN), or requests verification for a non -reporting
NWP or other general permit, and the permit applicant has not requested an
approved JD for the activity, the permit applicant is hereby made aware of the
following: (1) the permit applicant has elected to seek a permit authorization
based on a preliminary JD, which does not make an official determination of
jurisdictional waters; (2) that the applicant has the option to request an approved
JD before accepting the terms and conditions of the permit authorization, and
that basing a permit authorization on an approved JD could possibly result in less
compensatory mitigation being required or different special conditions; (3) that
the applicant has the right to request an individual permit rather than accepting
the terms and conditions of the NWP or other general permit authorization; (4)
that the applicant can accept a permit authorization and thereby agree to comply
with all the terms and conditions of that permit, including whatever mitigation
requirements the Corps has determined to be necessary; (5) that undertaking
any activity in reliance upon the subject permit authorization without requesting
an approved JD constitutes the applicant's acceptance of the use of the
preliminary JD, but that either form of JD will be processed as soon as is
practicable; (6) accepting a permit authorization (e.g., signing a proffered
individual permit) or undertaking any activity in reliance on any form of Corps
permit authorization based on a preliminary JD constitutes agreement that all
wetlands and other water bodies on the site affected in any way by that activity
are jurisdictional waters of the United States, and precludes any challenge to
such jurisdiction in any administrative or judicial compliance or enforcement
action, or in any administrative appeal or in any Federal court; and (7) whether
the applicant elects to use either an approved JD or a preliminary JD, that JD
will be processed as soon as is practicable. Further, an approved JD, a proffered
individual permit (and all terms and conditions contained therein), or individual
permit denial can be administratively appealed pursuant to 33 C.F.R. Part 331,
and that in any administrative appeal, jurisdictional issues can be raised (see 33
C.F.R. 331.5(a)(2)). If, during that administrative appeal, it becomes necessary
to make an official determination whether CWA jurisdiction exists over a site, or
to provide an official delineation of jurisdictional waters on the site, the Corps will
provide an approved JD to accomplish that result, as soon as is practicable.

This preliminary JD finds that there "may be" waters of the United States on the
subject project site, and identifies all aquatic features on the site that could be
affected by the proposed activity, based on the following information:
IMPORTANT NOTE: The information recorded on this form has not
necessarily been verified by the Corps and should not be relied upon for
later jurisdictional determinations.
Signature and date of
Regulatory Project Manager
(REQUIRED)
4
�J k.
SignatUdland
person request
(REQUIRED, t
the signature is
preliminary JD
ss obt ining
iracti ble)

Estimated
Site
Cowardin
amount of
Gass of Aquatic
Latitude
Longitude
number
Class
aquatic resource
Resource
in review area
Non -section 10
SA
35.584423
-78.727776
R3UB
359 linear feet
non -wetland
Non -section 10
SB
35.582927
-78.729451
R3UB
118 linear feet
non -wetland
Non -section 10
SC
35.583103
-78.729772
R3UB
144 linear feet
non -wetland
Non -section 10
SD
35.584732
-78.729918
R3UB
160 linear feet
non -wetland
Non -section 10
PA (Pond)
35.583314
-78.728549
PUB
3.205 acres
non -wetland
Non -section 10
WA
35.584327
-78.727697
PFO
1.037 acres
wetland
Non -section 10
WB
35.584720
-78.729874
PFO
0.130 acres
wetland
Non -section 10
WC
35.582958
-78.727909
PFO
0.081 acres
wetland
Non -section 10
WD
35.582914
-78.729520
PFO
0.095 acres
wetland

us 40 1
1%6.
us Sol
4
.4c 55
It us 4W
9-.
Ni 55 N( 4:
NK 55
Fuquay-Varina 14
us 401
Nf- ',7,
r._
Legend
0 Project Study Area
N
ADAMS SOIL
CONSULTING
C11*nt.
Stancil & Associates
Raleigh
Wake
Wake County, NC
Drawn fy: —0:
AEB 2/2017
0 0.5 1 2 FIGURE I
Miles
Preliminary Jurisdictional
Determination Request
Eddie Howard Road
Wake County, NC
Tifle:
NC 41'
VICINITY
MAP
Rot. ES11
Open Strowt Map
Raleigh
Wake
Wake County, NC
Drawn fy: —0:
AEB 2/2017
0 0.5 1 2 FIGURE I
Miles

r`, r• ��� '"i J" I• i, , ::, i `�,.'t, `+ ;; ADAMS SOIL
CONSULTING
°'"�♦�r f f 4 ��' - Stancil & Associates
T lls -
• a� • . �, __ ♦' s4 1. ti
A
er ea
% s _ •
-17 �•• • - Protect
-ii __ _-� � �~ •—=�� • i .ri '-AI�Tr e f - ..� •.: ,+7�
�70� y �I' • • p
{'r 1.7 ��` • :�Y i _t `�+ ; Preliminary Jurisdictional
I
M 1 i •. Determination Request
rx Z fi- ` --rte ' • •' Eddie Howard Road
,` f� •• _ • .•_ A i tT71 J : Wake County, NC
/"" � �� t - .• � 2756'
`,� r? �1 3 1 �� .• . �� USGS TOPOGRAPHY
• r, .P h• s ,, - \ i MAP
t�,,,.• ` • ` r ,'6- J •ti '• ,• • }� �~�..._ ��
VA f. USGS 7.5 MInute
-'+tom , M•` •� -i - `l\ I __�' Topography Map
i= ,'_ -�,` �- `,r • � �' _� `� Angler, NC Quadrangle
JA
s . "- • �' �' • ake
�V! t z_�•. ..` - Wake County, NC
J `s I - .' •`�4 t '�• J_,-1-._s ~' Drawn y: take:
AEB 2/2017
Legend
--
f• j/
.�
r�'y,/�1
Project Study Area
iJ i� /-_ ` -
1
C
40
�� 0
;c) OperriSt�eetMap and.contribtt rs+Cleat
�•• x . ,'
1,000 2,000 4,000
teat
FIGURE 2
- _
n' •
.,
Cgpyri ht ©-ni- dVational Geographic So

4
Legend
0 Project Study Area
"I
Ik
1W
N
PUBHx ADAMS SOIL
CONSULTING
44 PUBHx Client:
PUBHh Stancil & Associates
Preliminary Jurisdictional
Determination Request
Eddie Howard Road
Wake County, NC
it
Title
NZ
tF
IMF.
#
-
PUBHh
A�
Legend
0 Project Study Area
"I
Ik
1W
N
PUBHx ADAMS SOIL
CONSULTING
44 PUBHx Client:
PUBHh Stancil & Associates
Preliminary Jurisdictional
Determination Request
Eddie Howard Road
Wake County, NC
it
Title
NZ
tF
#
-
PUBHh
NATIONAL WETLAND
INVENTORY MAP
PUBHh
Ref, USFWS CONUS Welland Data
1.;!
Wake County. NC (1994)
Mapped NV41 Polygons
Within the PSA
4J
PUBHh -
Palustrine
'kill,
7
Unconsolidated
Bottom
Permanently
Flooded
Diked/Impounded
Wake County, NC
F),awnl!ly:
Date:
PUSHh
AEB
2/2017
0
375 750
1,500
FIGURE 3
Feet

f.
NoK.
- �• � NoB
WaA
NoB y'
WaB
r N _
VO
NoA ; +
aA ,
LyA �r
WaB
PsA : r
�� •��` 14,E ��..
z -1 WaA
"OrB2
OrB OrB2 p,
.,t 1
[. t .fid a. E
Legend
0 Project Study Area
WaB
flp WW
N
WgIA '� ADAMS SOIL
WaB CONSULTING
WaA WoAt.:. a �„s
Client
• Wac w Stancil & Associates
WaB r 4
No WaA r
Project:
NoB
- Preliminary Jurisdictional
1 WoA Determination Request
W0 * _ NoB Eddie Howard Road
WaB,LyA Wake County, NC
FaB
kAff, Ike" Soil Map Units Mapped In
PSA
HrC2 AgB -Appling
ApB
rC 2
NoB
HrB
OrB2
NRCS SOIL SERIES
MAP
Ret. NRCS Soil Series Data
Wake County, NC (1970)
Wake County, NC
Drawn By: Date:
AEB 1 2/2017
FIGURE 4
gravelly sandy
loam, 2-6%
ApB -Appling
sandy loam 2-6%
o
GeC2-
Georgeville silt
loam 6-10%
•
HrC2 - Hernodon
I
A
silt loam 6-10%
!
HrD2 - Herndon
silt loam 10-15%
NoA -Norfolk
loamy sand 0-2%
¢
NoB - Norfolk
B
loamy sand 2-6%
1
_1
OrB - Orangeburg
Yj
loamy sand 2-6%
W - Water
`
I
WoA- Wehadkee
snd Bibb 0-2%
r ' ' `• - NoA
CeB2
�J OrB2
0 375 750
1,500
�I
Feet
NRCS SOIL SERIES
MAP
Ret. NRCS Soil Series Data
Wake County, NC (1970)
Wake County, NC
Drawn By: Date:
AEB 1 2/2017
FIGURE 4

A
� 43
Wetland B; 0.130 acres
Stream A; 359 If
ADAMS SOIL
" Lat: 35.58472 N
Lat: 35.584423 N
CONSULTING
Long: 78.729874 W
C)
Long: 78.727776 W
k
Client:
4 Stream D; 160 If
Stancil & Associates
Lat: 35.584732 N
Wetland A; 1.037 acres
Long: 78.729918 W
Lat: 35.584327 N
Project:
Longi 78.727697 W
Preliminary Jurisdictional
... -
Determination Request
Eddie Howard Road
0
Stream C; 144 If
Wake County, NC
Lat: 35.583103 N
Long: 78.729772 W
Pond A, 3.205 acres
Lat: 35.583314 N
Long: 78.728549 W
title:
APPROXIMATE WATERS
Stream B; 118 If
Lat: 35.582927 N
of THE U.S. AND
Long: 78.729451 W
Wetland C; 0.081 acres
WETLANDS LOCATION
MAP
Lat: 35.582958 N
Ref. National Agriculture Imagery
Long: 76.727909 W - _ -
Program (NAIP) Aerial Photography
'
(2014)
'' Wetland D; 0.095 acres
Lat: 35.582914 N
Long: 78.72952 W
Imett
'a
lY
Wake County, NC
Project Study Area (26.39 ac) Potential Non -Wetland WOUS (Perennial Stream) Data Points
Drawn By:
Date:
Off-site Hydorgraphy Potential Non -Wetland WOUS (Pond) ° Ephemeral Data Point
AEB
3/2017
Culvert Potential Wetland WOUS
• Stream Data Point
FIGURE 5
Jurisdictional boundaries of the waters of the U.S. have 0 100 200 400 ° Upland Data Point
Engineers
not been verified by the U.S. Army corps of
and are subject to change following verification.
reet ° Wetland Data Point

WETLAND DETERMINATION DATA FORM - Eastern Mountains and Piedmont Region
Project/Site:
1955 EDDIE HOWARD RD
City/County:
Willow Spring/Wake Sampling Date: 1/21/2017
Applicant/Owner:
LESTER STANCIL AND ASSOCIATES
❑
State: Sampling Point: WA -UP
Investigator(s):
A. ADAMS & A. BALDWIN
Section, Township, Range: MIDDLE CREEK
Landform: (hillslope, terrace, etc.) FLOODPLAIN
Local Relief (concave, convex, none): Slope (%): 0
Subregion(LRRorMutA)
P Lat:
35.58431
Long: -78.72752 Datum: NAD83
Soil Map Unit Name:
WoA - Wehadkee and Bibb 0-2%
❑
NWI Classification: NA
Are climatic/hydrologic
conditions on the site typical for this time of year?
Yes ONo
❑If no, explain in Remarks.)
Are Vegetation ❑
Soil ❑ or Hydrology ❑ significantly disturbed?
NO
Are "Normal Circumstances" present? Yes O No ❑
Are Vegetation ❑
Soil ❑ or Hydrology ❑ naturally problematic? NO
(If needed, explain any answers in Remarks.)
SUMMARY OF FINDINGS - Attach site map snowing sampling point locations, transects, Important Teatures, eic.
Hydrophytic Vegetation Present? Yes O No ❑ Is the Sampled Area
Hydric Soil Present? Yes D No ❑ within a wetland? Yes i] No ❑
Wetland Hydrology Present? Yes D No ❑
Remarks:
NVDRAI AGY
Wetland Hydrology Indicators:
Secondary
Indicators (minimum of two required)
Primary Indicators minimum of one is r uired• check all that a I :
❑
Surface Soil Cracks (66)
❑ Surface Water (Al)
O
Water -Stained Leaves (B9)
❑
Sparsely Vegetated Concave Surface (B8)
* High Water Table (A2)
❑
Aquatic Fauna (813)
Drainage Patterns (B10)
* Saturation (A3)
❑
True Aquatic Plants (B14)
O
Moss Trim Lines (B16)
❑ Water Marks (BI)
❑
Hydrogen Sulfide Odor (Cl)
I]
Dry -Season Water Table (C2)
❑ Sediment Deposits (B2)
El
Oxidized Rhizospheres on Living Roots (0)
❑
Crayfish Burrows (C8)
❑ Drift Deposits (133)
❑
Presence of Reduced Iron (C4)
❑
Saturation Visible on Aerial Imagery (C9)
❑ Algal Mat or Crust (64)
❑
Recent Iron Reduction in Tilled Soils (C6)
❑
Stunted or Stressed Plants (Dl)
❑ Iron Deposits (BS)
❑
Thin Much Surface (0)
O
Geomorphic Position (D2)
❑ Inundation Visible on Aerial Imagery (B7
❑
Other (Explain in Remarks)
❑
Shallow Aquitard (D3)
❑
Microtopographic Relief (D4)
FAC -Neutral Test (D5)
Field Observations:
Surface Water Present? Yes ❑ No
O
Depth (inches):
Water Table Present? Yes O No
❑
Depth (inches): 6
Saturation Present? Yes O No
❑
Depth (inches): 3
Wetland Hydrology Present? Yes O No ❑
(includes capillary fringe)
Describe Recorded Data (stream gauge, monitoring well, aerial photos, previous inspections), if available:
Remarks:
US Army Corps of Engineers Eastern Mountains and Piedmont Region - Version 2.0

VEGETATION (Five Strata) - Use scientific names of plants.
Sampling Point: WA -UP
Remarks: (Include photo numbers here or on a separate sheet.)
US Army Corps of Engineers Eastern Mountains and Piedmont Region - Version 2.0
Absolute
Dominant
Indicator
Dominance Test Worksheet:
Tree Stratum (Plot size: 30 ft radius )
%Cover
Species?
Status
Number of Dominant Species
1.
Liriodendron tuilipfrera
50
Y
FAC
That Are OBL, FACW, or FAC: 3 (A)
2.
Liquidombor styracifluo
15
FAC
Total Number of Dominant
3.
Acer rubrum
15
FAC
Species Across All Strata: 4 (B)
4.
Quercus alba
15
FACU
Percent of Dominant Species
5.
That Are OBL, FACW, or FAC: 75% (A/B)
6.
7.
Total % Cover of: Multiply by:
95
= Total Cover
OBI -species 0 x 1= 0
50% of total cover:
47.5 20% of
total cover:
19
FACW species 75 x2= 150
Sapling Stratum (Plot size: 30 ft radius )
FAC species 100 x3= 300
1.
Quercus falcata
15
Y
FAC
FACU species 30 x4= 120
2.
Quercus alba
15
Y
FACU
UPL species 0 x5= 0
3.
Column Totals: 205 (A) 570 (B)
4.
Prevalence Index = B/A = 2.8
5.
6.
Hydrophytk Vegetation Indicators:
7.
❑ 1 - Rapid Test for Hydrophytic Vegetation
30
= Total Cover
O 2 - Dominance Test is > 50%
50% of total cover:
15 20% of
total cover:
6
❑ 3 - Prevalence Index is:5 3.0'
Shrub Stratum (Plot size: 30 ft radius )
❑ 4 - Problematic Hydrophytic Vegetation' (Explain)
1.
2.
' Indicators of hydric soil and wetland hydrology must
3.
be present, unless disturbed or problematic
4.
5.
Definitions of Vegetation Strata:
6.
7.
Tree - Woody plants, excluding woody vines,
0
= Total Cover
approximately 20 ft (6 m) or more in height and 3 in.
50% of total cover:
20% of total cover:
(7.6 cm) or larger in diameter at breast height (DBH).
Herb Stratum (Plot size: 30 ft radius )
Sapling - Woody plants, excluding woody vines,
1.
Arundinaria gigantea
75
Y
FACW
approximately 20 ft (6 m) or more in height and less
2.
Smilax rotundifolia
5
FAC
than 3 in. (7.6 cm) DBH.
Shrub - Woody plants, excluding woody vines,
3•
4,
approximately 3 to 20 ft (1 to 6 m) in height.
5.
Herb - All herbaceous (non -woody) plants, including
herbaceous vines, regardless of size. Includes woody
6•
7,
plants, except woody vines, less than approximately 3
8
ft (1 m) in height.
9.
Woody vine - All woody vines, regardless of height.
30.
11.
80
= Total Cover
50% of total cover:
40 20% of total cover:
16
Hydrophytic
Woody Vine Stratu (Plot size: 30 ft radius
Vegetation Yes O No ❑
1.
None
Present?
2.
3.
4.
5.
0
= Total Cover
50% of total cover:
20% of total cover:
Remarks: (Include photo numbers here or on a separate sheet.)
US Army Corps of Engineers Eastern Mountains and Piedmont Region - Version 2.0

SOIL
Profile Description: (Describe to the depth needed to document the Indicator or confirm the absence of indicators).
Depth Matrix Redox Features
(inches) Color (moist) % Color (moist) % Type' Loc, Texture
0-5 10YR 3/2 100 L
3-10+ 2.5Y 5/1 80 10YR 4/6 10 C M C
7.5YR 5/6 10 C PL
'Type C = Concentration, D = depletion, RM = Reduced Matrix, CS = Covered or Coated Sand Grains
Hydric Soil Indicators:
❑
2 cm Muck (A10) (LRR S)
❑
Histosol (Al)
❑
Dark Surface (S7)
❑
Histic Epipedon (A2)
❑
Polyvalue Below Surface (S8) (MLRA 147, 148)
❑
Black Histic (A3)
❑
Thin Dark Surface (S9) (MLRA 147, 148)
❑
Hydrogen Sulfide (A4)
❑
Loamy Gleyed Matrix (F2)
❑
Stratified Layers (AS)
O
Depleted Matrix (F3)
❑
2 cm Muck (A10) (LRR N)
❑
Redox Dark Surface (F6)
❑
Depleted Below Dark Surface (All)
❑
Depleted Dark Surface (F7)
❑
Thick Dark Surface (Al2)
❑
Redox Depressions (F8)
❑
Sandy Mucky Mineral (Sl)
❑
Iron -Manganese Masses (F12) (LRR N, MLRA 136)
(LRR N, MLRA 147, 148)
❑
Sandy Gleyed Matrix (S4)
❑
Umbric Surface (F13) (MLRA 136, 122)
❑
Sandy Redox (55)
❑
Piedmont Floodplain Soils (F19) (MLRA 148)
❑
Stripped Matrix (56)
❑
Red Parent Material (F21) (MLRA 127,147)
tive Layer (if observed):
(inches)
Sampling Point: WA -UP
Remarks
,Location: PL = Pore Lining, M = Matrix
Indicators for Problematic Hydric Soil?:
❑
2 cm Muck (A10) (LRR S)
❑
Coast Prairie Redox (A16) (MLRA 136,147)
❑
Piedmont Floodplain Soils (F19)
(MLRA 136,147)
❑
Very Shallow Dark Surface (TF12) (LRR TU)
❑
Other (Explain in Remarks)
3Indicators of hydrophytic vegetation and
wetland hydrology must be present,
unless disturbed or problematic.
Hydric Soil Present? Yes Q No ❑
US Army Corps of Engineers Eastern Mountains and Piedmont Region - Version 2.0

WETLAND DETERMINATION DATA FORM - Eastern Mountains and Piedmont Region
Project/Site: 1955 EDDIE HOWARD RD City/County: Willow Spring/Wake Sampling Date: 1/21/2017
Applicant/Owner: LESTER STANCIL AND ASSOCIATES State: Sampling Point: WA -UP
Investigator(s): A. ADAMS & A. BALDWIN Section, Township, Range: MIDDLE CREEK
Landform: (hillslope, terrace, etc.) SLOPE Local Relief (concave, convex, none): Slope (%): 5
Subregion(LRRorMLRA) P Lat: 35.58417 Long: -78.727446 Datum: NAD83
Soil Map Unit Name: HrC2 - Herndon silt loam 6-10% NWI Classification: NA
Are climatic/hydrologic conditions on the site typical for this time of year? Yes I]No qlf no, explain in Remarks.)
Are Vegetation ❑ Soil ❑ or Hydrology ❑ significantly disturbed? NO Are "Normal Circumstances" present? Yes p No ❑
Are Vegetation ❑ Soil ❑ or Hydrology ❑ naturally problematic? NO (If needed, explain any answers in Remarks.)
SUMMARY OF FINDINGS - Attach site map showing sampling point locations, transects, important features, etc.
Hydrophytic Vegetation Present? Yes [] No ❑ Is the Sampled Area
Hydric Soil Present? Yes ❑ No Rl within a wetland? Yes ❑ No O
Wetland Hydrology Present? Yes ❑ No O
Remarks:
HYDROLOGY
Wetland Hydrology Indicators:
Secondary
Indicators (minimum of two required)
Primary Indicators minimum of one is r uired• check all that a 1 :
❑
Surface Soil Cracks (B6)
❑ Surface Water (Al)
❑
Water -Stained Leaves (69)
❑
Sparsely Vegetated Concave Surface (118)
❑ High Water Table (A2)
❑
Aquatic Fauna (B13)
❑
Drainage Patterns (B10)
❑ Saturation (A3)
❑
True Aquatic Plants (B14)
❑
Moss Trim Lines (816)
❑ Water Marks (Bl)
❑
Hydrogen Sulfide Odor (Cl)
❑
Dry -Season Water Table (C2)
❑ Sediment Deposits (B2)
❑
Oxidized Rhizospheres on Living Roots (0)
❑
Crayfish Burrows (Cg)
❑ Drift Deposits (B3)
❑
Presence of Reduced Iron (C4)
❑
Saturation Visible on Aerial Imagery (C9)
❑ Algal Mat or Crust (134)
❑
Recent Iron Reduction in Tilled Soils (C6)
❑
Stunted or Stressed Plants (Dl)
❑ Iron Deposits (B5)
❑
Thin Much Surface (0)
❑
Geomorphic Position (D2)
❑ Inundation Visible on Aerial Imagery (B7
❑
Other (Explain in Remarks)
❑
Shallow Aquitard (D3)
❑
Microtopographic Relief (D4)
❑
FAC -Neutral Test (DS)
Field Observations:
Surface Water Present? Yes ❑ No
❑
Depth (inches):
Water Table Present? Yes ❑ No
❑
Depth (inches):
Saturation Present? Yes ❑ No
❑
Depth (inches):
Wetland Hydrology Present? Yes ❑ No O
(includes capillary fringe)
Describe Recorded Data (stream gauge, monitoring well, aerial photos, previous inspections), if available:
Remarks:
US Army Corps of Engineers Eastern Mountains and Piedmont Region - Version 2.0

VEGETATION (Five strata) - use scientitic names OT plants.
Sampling Point: WA -UP
Absolute Dominant Indicator
Dominance Test Worksheet:
Tree Stratum
(Plot size: 30 ft radius )
%Cover Species?
Status
Number of Dominant Species
1. Liquidambar styrociflua
40 Y
FAC
That Are OBL, FACW, or FAC: 3 (A)
2. Quercusfalcoto
30 Y
FAC
Total Number of Dominant
3. Liriodendron tuilipfiera
15
FAC
Species Across All Strata: 3 (B)
4.
Percent of Dominant Species
5.
That Are OBL, FACW, or FAC: 100% (A/B)
6.
7,
Total % Cover of: Multiply by:
85 =Total Cover
081 -species 0 x 1= 0
50% of total cover:
42.5 20% of total cover:
17
FACW species 0 x2= 0
Sapling Stratum
(Plot size: 30 ft radius )
FAC species 135 x3= 405
1. Acer rubrum
50 Y
FAC
FACU species 0 x4= 0
2,
UPI -species 0 X5= 0
3.
Column Totals: 135 (A) 405 (B)
4.
Prevalence Index = B/A = 3.0
S.
6.
Hydrophytic Vegetation Indicators:
7,
❑ 1- Rapid Test for Hydrophytic Vegetation
50 = Total Cover
O 2 - Dominance Test is > 50%
50% of total cover:
20% of total cover:
❑ 3 - Prevalence Index is s 3.01
Shrub Stratum
(Plot size: 30 ft radius )
❑ 4 - Problematic Hydrophytic Vegetation' (Explain)
1.
2
' Indicators of hydric soil and wetland hydrology must
3,
be present, unless disturbed or problematic
4.
S.
Definitions of Vegetation Strata:
6.
Tree - Woody plants, excluding woody vines,
7.
0 = Total Cover
approximately 20 ft (6 m) or more in height and 3 in.
50% of total cover:
20% of total cover:
(7.6 cm) or larger in diameter at breast height (DBH).
Herb Stratum
(Piot size: 30 ft radius )
Sapling - Woody plants, excluding woody vines,
1.
approximately 20 ft (6 m) or more in height and less
2
than 3 in. (7.6 cm) DBH.
3.
Shrub - Woody plants, excluding woody vines,
4
approximately 3 to 20 ft (1 to 6 m) in height.
5•
Herb - All herbaceous (non -woody) plants, including
6.
herbaceous vines, regardless of size. Includes woody
plants, except woody vines, less than approximately 3
7
8
ft (1 m) in height.
Woody vine - All woody vines, regardless of height.
g.
10.
11.
0 = Total Cover
50% of total cover:
20% of total cover:
Hydrophytic
Woody Vine Stratu
(Plot size: 30 ft radius
Vegetation Yes O No ❑
1. None
Present?
2.
3.
4,
5.
0 =Total Cover
50% of total cover:
20% of total cover:
Remarks: (include photo numbers here or on a separate sheet.)
US Army Corps of Engineers Eastern Mountains and Piedmont Region - Version 2.0

Profile Description: (Describe to the depth needed to document the ktdiwtor or confirm the absence of ktdkators).
Depth Matrix Redox Features
(inches) Color (moist) % Color (moist) % Type' Loe Texture
0.5 IGYR 4/3 100 SL
5-20+ 2.SY 6/4 100
ype C = Concentration, D = depletion, RM = Reduced Matrix, CS = Covered or Coated Sand Grains
ydrIc Sol Indicators:
❑ Histosol (Al)
❑
Dark Surface (S7)
❑ Histic Epipedon (A2)
❑
Polyvaiue Below Surface (S8) (MCRA 147,1"
❑ Black Histic (A3)
❑
Thin Dark Surface (S9) (MLRA 147, 148)
❑ Hydrogen Sulfide (A4)
❑
Loamy Gleyed Matrix (F2)
❑ Stratified Layers (A5)
❑
Depleted Matrix (F3)
❑ 2 cm Muck (A10) (LRR N)
❑
Redox Dark Surface (F6)
❑ Depleted Below Dark Surface (All)
❑
Depleted Dark Surface (F7)
❑ Thick Dark Surface (Al2)
❑
Redox Depressions (F8)
❑ Sandy Mucky Mineral (S1)
❑
Iron Manganese Masses (F12) (LRR N, MLRA 136)
(LRR N, MLRA 147,148)
❑ Sandy Gleyed Matrix (S4)
❑
Umbric Surface (F13) (MLRA 136,122)
❑ Sandy Redox (SS)
❑
Piedmont Floodplain Soils (F19) (MC)tA 148)
❑ Stripped Matrix (S6)
❑
Red Parent Material (F21) (MCRA 127,147)
Layer (if observed):
(inches)
SCL
Point: WA -UP
Remarks
kocation: PL = Pore Lining, M = Matrix
Indkators for Problematic Hydric Soils;:
❑ 2 an Muck (A10) (LRR S)
❑ Comet Prairie Redox (A16) (MLRA 136, 247)
❑ Piedmont Floodplain Soils (F19)
(MLRA 136,147)
❑ Very Shallow Dark Surface (TF12) (LRR TU)
❑ Other (Explain in Remarks)
;Indicators of hydrophytic vegetation and
wetland hydrology must be present,
unless disturbed or problematic.
Hydric Sol Present? Yes ❑ No p
US Army Corps of Engineers Eastern Mountains and Piedmont Region - Version 2.0

USACE AID# DWQ # Site #SA (indicate on attached map)
STREAM QUALITY ASSESSMENT WORKSHEET A4P
Provide the following information for the stream reach under assessment:
1. Applicant's name-
Lester Stancil 2. Evaluator's name: A. Baldwin
3. Date of evaluation: 1/21/2017 4. Time of evaluation: 9:30
5. Name of stream: UT to Black Creek 6. River basin: Neuse
7. Approximate drainage area: 60 acres 8. Stream order: First
9. Length of reach evaluated: 100 10. County: Wake
11. Site coordinates (if known): prefer in decimal degrees. 12. Subdivision name (if any): N/A
Latitude (ex. 34.872312): 35.584512 Longitude (ex. -77.556611): -78.727709
Method location determined (circle): I GPS Topo Sheet Ortho (Aerial) Photo/GIS Other GIS Other
13. Location of reach under evaluation (note nearby roads and landmarks and attach map identifying stream(s) location):
See mays.
14. Proposed channel work (if any): None.
15. Recent weather conditions: Last significant rain event was -0.30 inch on 1/20
16. Site conditions at time of visit: Cloudy/light drizzle - 50 degrees F
17. Identify any special waterway classifications known: _Section 10 _Tidal Waters Essential Fisheries Habitat
_Trout Waters _Outstanding Resource Waters _ Nutrient Sensitive Waters _Water Supply Watershed (I-IV)
18. Is there a pond or lake located upstream of the evaluation point? ES NO If yes, estimate the water surface area: 1.0 acres
19. Does channel appear on USGS quad map? YES NO 20. Does channel appear on USDA Soil Survey? YES NO
21. Estimated watershed land use: 10 % Residential _% Commercial _% Industrial 70 % Agricultural
20 % Forested _% Cleared / Logged % Other (
22. Bankfull width: 3 feet 23. Bank height (from bed to top of bank): 0.5 feet
24. Channel slope down center of stream: X Flat (0 to 2%) _Gentle (2 to 4%) _Moderate (4 to 10%) _Steep (>10%)
25. Channel sinuosity: Straight _X__Occasional bends _Frequent meander _Very sinuous _Braided channel
Instructions for completion of worksheet (located on page 2): Begin by determining the most appropriate ecoregion based on
location, terrain, vegetation, stream classification, etc. Every characteristic must be scored using the same ecoregion. Assign points
to each characteristic within the range shown for the ecoregion. Page 3 provides a brief description of how to review the
characteristics identified in the worksheet. Scores should reflect an overall assessment of the stream reach under evaluation. If a
characteristic cannot be evaluated due to site or weather conditions, enter 0 in the scoring box and provide an explanation in the
comment section. Where there are obvious changes in the character of a stream under review (e.g., the stream flows from a pasture
into a forest), the stream may be divided into smaller reaches that display more continuity, and a separate form used to evaluate each
reach. The total score assigned to a stream reach must range between 0 and 100, with a score of 100 representing a stream of the
highest quality.
Total Score (from reverse): 66 Comments:
Evaluator's Signature -,/J& Date 1/21/2017
This channel evaluation form is intended to be used only as a guide to assist landowners and environmental professionals in
gathering the data required by the United States Army Corps of Engineers to make a preliminary assessment of stream
quality. The total score resulting from the completion of this form is subject to USACE approval and does not imply a
particular mitigation ratio or requirement. Form subject to change - version 06/03. To Comment, please call 919-876-8441 x 26.

STREAM QUALITY ASSESSMENT WORKSHEET
* These characteristics are not assessed in coastal streams.
ECOREGION POINT
RANGE
#
CHARACTERISTICS
SCORE
Coastal
Piedmont
Mountain
1
Presence of flow / persistent pools in stream
0-5
0-4
0-5
4
no flow or saturation = 0; strong flow = max points)
2
Evidence of past human alteration
0-6
0-5
0-5
3
extensive alteration = 0; no alteration = maxpoints)
3
Riparian zone
0-6
0-4
0-5
2
no buffer = 0; contiguous, wide buffer = maxpoints)
4
Evidence of nutrient or chemical discharges
0-5
0-4
0-4
2
extensive discharges = 0; no discharges = maxpoints)
5
Groundwater discharge
0-3
0-4
0-4
4
d
no discharge = 0; springs, wetlands, etc. = maxpoints)
,V.
6
Presence of adjacent floodplain
0 — 4
0-2
3
no floodplain = 0; extensive floodplain = maxpoints)0-4
Entrenchment / floodplain access
0— 5
0— 4
0— 2
3
a
(deeply entrenched = 0; frequent flooding= max points)
8
Presence of adjacent wetlands
0-6
0-4
0-2
3
no wetlands = 0; large adjacent wetlands = maxpoints)
9
Channel sinuosity
0-5
0-4
0-3
3
extensive channelization = 0; natural meander = maxpoints)
10
Sediment input
0-5
4-4
0-4
2
extensive deposition= 0; little or no sediment = max points)
1 I
Size & diversity of channel bed substrate
NA*
0-4
0-5
3
fine, homogenous = 0; large, diverse sizes = maxpoints)
12
Evidence of channel incision or widening
0-5
0-4
0-5
3
>4
(deeply incised = 0; stable bed & banks = maxpoints)
E.
13
Presence of major bank failures
0 — 5
0-5
3
a
severe erosion = 0; no erosion, stable banks = maxpoints)0-5
14
Root depth and density on banks
0-3
0 — 4
0-5
4
no visible roots = 0; dense roots throughout = max points)
15
Impact by agriculture, livestock, or timber production
0-5
0 — 4
0-5
2
substantial impact =1; no evidence = maxpoints)
16
Presence of riffle-pool/ripple-pool complexes
0-3
0-5
0-6
4
(no riffles/ripples or pools = 0; well-developed = max inti
Q
1
Habitat complexity
0 — 6
0-6
3
F
little or no habitat = 0; frequent, varied habitats = maxpoints)0-6
18
Canopy coverage over streambed
0-5
0-5
0-5
4
r`C
no shadin vegetation = 0; continuous canopy= max inti
19
Substrate embeddedness
NA*
0-4
0-4
3
(deeply embedded = 0; loose structure = max)
20
Presence of stream invertebrates (see page 4)
0-4
0-5
0-5
1
no evidence = 0• common numerous types = max inti
21
Presence of amphibians
0-4
0-4
0-4
1
O
no evidence = 0; common, numerous types = max inti
22
Presence of fish
0 — 4
0-4
1
(no evidence = 0; common, numerous es = maxpoints)0-4
23
Evidence of wildlife use
0-6
0-5
0-5
5
(no evidence = 0; abundant evidence = max inti
Total Points Possible
100
100
100
TOTAL SCORE (also enter on first page)
66
* These characteristics are not assessed in coastal streams.

USACE AID# DWQ # Site # SB (indicate on attached map)
STREAM QUALITY ASSESSMENT WORKSHEET
� 1
Provide the following information for the stream reach under assessment:
1. Applicant's name: Lester Stancil 2. Evaluator's name: A. Baldwin
3. Date of evaluation: 1/21/2017 4. Time of evaluation: 10:30
5. Name of stream: UT to Black Creek
6. River basin: Neuse
7. Approximate drainage area: 70 acres 8. Stream order: First
9. Length of reach evaluated: I (M 10. County: Wake
11. Site coordinates (if known): prefer in decimal degrees. 12. Subdivision name (if any): N/A
Latitude (ex. 34.872312): 35.592936 Longitude (ex. -77.556611): -78.729447
Method location determined (circle): (G1'S'; Topo Sheet Ortho (Aerial) Photo/GIS Other GIS Other
13. Location of reach under evaluation (note nearby roads and landmarks and attach map identifying stream (s) location):
See maps.
14. Proposed channel work (if any): None.
15. Recent weather conditions: Last significant rain event was -0.30 inch on 1/20
16. Site conditions at time of visit: Cloudy/light drizzle - 50 degrees F
17. Identify any special waterway classifications known: _Section 10 _Tidal Waters _ Essential Fisheries Habitat
_Trout Waters _Outstanding Resource Waters Nutrient Sensitive Waters _Water Supply Watershed (I-IV)
18. Is there a pond or lake located upstream of the evaluation point? ;YES NO If yes, estimate the water surface area: 3.2 acres
19. Does channel appear on USGS quad map? iI E& NO 20. Does channel appear on USDA Soil Survey? YES NO
21. Estimated watershed land use: 5 % Residential _% Commercial % Industrial 70 % Agricultural
25 % Forested % Cleared / Logged % Other C-
22.
22. Bankfull width: 3 feet 23. Bank height (from bed to top of bank): 0.5 feet
24. Channel slope down center of stream: X Flat (0 to 2%) _Gentle (2 to 4%) _Moderate (4 to 10%) _Steep (>10%)
25. Channel sinuosity: Straight X Occasional bends _Frequent meander _Very sinuous _Braided channel
Instructions for completion of worksheet (located on page 2): Begin by determining the most appropriate ecoregion based on
location, terrain, vegetation, stream classification, etc. Every characteristic must be scored using the same ecoregion. Assign points
to each characteristic within the range shown for the ecoregion. Page 3 provides a brief description of how to review the
characteristics identified in the worksheet. Scores should reflect an overall assessment of the stream reach under evaluation. If a
characteristic cannot he evaluated due to site or weather conditions, enter 0 in the scoring box and provide an explanation in the
comment section. Where there are obvious changes in the character of a stream under review (e.g., the stream flows from a pasture
into a forest), the stream may be divided into smaller reaches that display more continuity, and a separate form used to evaluate each
reach. The total score assigned to a stream reach must range between 0 and 100, with a score of 100 representing a stream of the
highest quality.
Total Score (from reverse): 52 Comments:
Evaluator's Signature a Qk- ' - Date 1/21/2017
This channel evaluation form is intended to be used only as a guide to assist landowners and environmental professionals in
gathering the data required by the United States Army Corps of Engineers to make a preliminary assessment of stream
quality. The total score resulting from the completion of this form is subject to USACE approval and does not imply a
particular mitigation ratio or requirement. Form subject to change - version 06/03. To Comment, please call 919-876-8441 x 26.

STREAM QUALITY ASSESSMENT WORKSHEET
* These characteristics are not assessed in coastal streams.
ECOREGION POINT
RANGE
#
CHARACTERISTICS
SCORE
Coastal
Piedmont
Mountain
1
Presence of flow / persistent pools in stream
0-5
0-4
0-5
4
no flow or saturation = 0; strong flow = maxpoints)
2
Evidence of past human alteration
0-6
0-5
0-5
0
(extensive alteration = 0; no alteration = maxpoints)
3
Riparian zone
0-6
0-4
0-5
2
no buffer = 0; contiguous, wide buffer = maxpoints)
4
Evidence of nutrient or chemical discharges
0-5
0-4
0-4
1
(extensive discharges = 0; no discharges = maxpoints)
04
5
Groundwater discharge
0-3
0-4
0-4
2
et
no discharge = 0; springs, see s, wetlands, etc. = maxpoints)
6
Presence of adjacent floodplain
0- 4
0- 4
0- 2
3
no floodplain = 0; extensive floodplain = max points)
aEntrenchment
I floodplain access
0_ 5
0- 4
0- 2
3
(deeply entrenched = 0; frequent flooding= max points)
8
Presence of adjacent wetlands
0-6
0-4
0-2
3
no wetlands = 0; large ad'acent wetlands = maxpoints)
9
Channel sinuosity
0-5
0-4
0-3
2
extensive channelization = 0; natural meander = maxpoints)
10
Sediment input
0-5
0-4
0-4
2
extensive deposition= 0; little or no sediment = maxpoints)
11
Size & diversity of channel bed substrate
NA*
0-4
0 - 5
2
(fine, homogenous = 0; large, diverse sizes = maxpoints)
12
Evidence of channel incision or widening
0-5
0-4
0-5
2
>
(deeply incised = 0; stable bed & banks = maxpoints)
13
Presence of major bank failures
0 - 5
0-5
3
0
severe erosion = 0; no erosion, stable banks = maxpoints)0-5
00
14
Root depth and density on banks
0-3
0 - 4
0-5
3
no visible roots = 0; dense roots throughout = max points)
15
Impact by agriculture, livestock, or timber production
0-5
0-4
0-5
1
(substantial impact =0; no evidence = maxpoints)
16
Presence of riffle-pool/ripple-pool complexes
0-3
0-5
0-6
2
no riffles/ripples or pools = 0; well-developed = maxpoints)
Q
17
Habitat complexity
0-6
0 - 6
0-6
3
(little or no habitat = 0; frequent, varied habitats = max points)
00
18
Canopy coverage over streambed
0 - 5
0-5
4
no shadingvegetation = 0: continuous canopy= maxpoints)0-5
.Tgv
19
Substrate embeddedness
NA*
0-4
0-4
2
(deeply embedded = 0; loose structure = max
20
Presence of stream invertebrates (see page 4)
0-4
0-5
0-5
1
no evidence = 0; common, numerous types = maxpoints)
C7
21
Presence of amphibians
0-4
0-4
0-4
1
O
(no evidence = 0; common, numerous types = maxpoints)
O
22
Presence of fish
0-4
0-4
0-4
1
P-4
(no evidence = 0; common, numerous es = max points
23
Evidence of wildlife use
0-6
0-5
0-5
5
no evidence = 0; abundant evidence = maxpoints)
Total Points Possible
100
100
100
TOTAL SCORE (also enter on fust page)
52
* These characteristics are not assessed in coastal streams.

USACE AID# DWQ # Site # SC (indicate on attached map)
M ADS
STREAM QUALITY ASSESSMENT WORKSHEET
Provide the following information for the stream reach under assessment:
1. Applicant's name: Lester Stancil 2, Evaluator's name: A. Baldwin
3. Date of evaluation: 1/21/2017 4. Time of evaluation: 11:00
5. Name of stream-, UT to Black Creek 6. River basin: Neuse
7. Approximate drainage area: 75acres 8. Stream order: First
9. Length of reach evaluated: 100 10. County: Wake
11. Site coordinates (if known): prefer in decimal degrees. 12. Subdivision name (if any): N/A
Latitude (ex. 34.872312): 35-583249 g�
Lon etude (ex. -77.556611)' -78.729785
Method location determined (circle): ` GPS". Topo Sheet Ortho (Aerial) Photo/GIS Other GIS Other
13. Location of reach under evaluation (note nearby roads and landmarks and attach map identifying stream(s) location):
See mays.
14. Proposed channel work (if any): None.
15. Recent weather conditions: Last significant rain event was -0.30 inch on 1/20
16. Site conditions at time of visit: Cloudy/light drizzle - 50 degrees F
17. Identify any special waterway classifications known: _Section 10 Tidal Waters _Essential Fisheries Habitat
_Trout Waters _Outstanding Resource Waters Nutrient Sensitive Waters _Water Supply Watershed (I-IV)
18. Is there a pond or lake located upstream of the evaluation point? "YES') NO If yes, estimate the water surface area: 3.2 acres
19. Does channel appear on USGS quad map? ;YES NO 20. Does channel appear on USDA Soil Survey? EY S NO
21. Estimated watershed land use: 5 % Residential _% Commercial _% Industrial 70 % Agricultural
22. Bankfull width
25 % Forested % Cleared / Logged % Other L
4 feet 23. Bank height (from bed to top of bank): 1.5 feet
24. Channel slope down center of stream: X Flat (0 to 2%) _Gentle (2 to 4%) _Moderate (4 to 10%) _Steep (>10%)
25. Channel sinuosity: X Straight _Occasional bends _Frequent meander _Very sinuous Braided channel
Instructions for completion of worksheet (located on page 2): Begin by determining the most appropriate ecoregion based on
location, terrain, vegetation, stream classification, etc. Every characteristic must be scored using the same ecoregion. Assign points
to each characteristic within the range shown for the ecoregion. Page 3 provides a brief description of how to review the
characteristics identified in the worksheet. Scores should reflect an overall assessment of the stream reach under evaluation. If a
characteristic cannot be evaluated due to site or weather conditions, enter 0 in the scoring box and provide an explanation in the
comment section. Where there are obvious changes in the character of a stream under review (e.g., the stream flows from a pasture
into a forest), the stream may be divided into smaller reaches that display more continuity, and a separate form used to evaluate each
reach. The total score assigned to a stream reach must range between 0 and 100, with a score of 100 representing a stream of the
highest quality.
Total Score (from reverse): 44 Comments:
Evaluator's Signature - /J4( Date 1/21/2017
This channel evaluation form is intended to be used only as a guide to assist landowners and environmental professionals in
gathering the data required by the United States Army Corps of Engineers to make a preliminary assessment of stream
quality. The total score resulting from the completion of this form is subject to USACE approval and does not imply a
particular mitigation ratio or requirement. Form subject to change - version 06/03. To Comment, please call 919-876-8441 x 26.

STREAM QUALITY ASSESSMENT WORKSHEET
* These characteristics are not assessed in coastal streams.
ECOREGION POINT
RANGE
#
CHARACTERISTICS
SCORE
Coastal
Piedmont
Mountain
1
Presence of flow / persistent pools in stream
0-5
0-4
0-5
3
no flow or saturation = 0; strong flow = maxpoints)
2
Evidence of past human alteration
0-6
0-5
0-5
0
(extensive alteration = 0; no alteration = maxpoints)
3
Riparian zone
0-6
0-4
0-5
2
no buffer = 0; contiguous, wide buffer = maxpoints)
4
Evidence of nutrient or chemical discharges
0-5
0-4
0-4
2
extensive discharges = 0; no discharges = maxpoints)
04
5
Groundwater discharge
0-3
0-4
0-4
2
Q
no disc = 0; springs, see s, wetlands, etc. = maxpoints)
W
6
Presence of adjacent floodplain
0-4
0-4
0-2
2
no floodplain = 0; extensive floodplain = maxpoints)
a
7
Entrenchment / floodplain access
0-5
0-4
0-2
1
(deeply entrenched = 0; frequent flooding = maxpoints)
8
Presence of adjacent wetlands
0-6
0-4
0-2
1
no wetlands = 0, large adjacent wetlands = maxpoints)
9
Channel sinuosity
0-5
0-4
0-3
0
extensive channelization = 0; natural meander = maxpoints)
10
Sediment input
0-5
0-4
0-4
2
extensive deposition= 0; little or no sediment = maxpoints)
11
Size & diversity of channel bed substrate
NA*
0-4
0 - 5
2
fine, homogenous = 0; large, diverse sizes = maxpoints)
12
Evidence of channel incision or widening
0-5
0 - 4
0-5
2
>4
(deeply incised = 0; stable bed & banks = max points)
13
Presence of major bank failures
0 - 5
0-5
3
a
severe erosion = 0; no erosion, stable banks = maxpoints)0-5
Q
14
Root depth and density on banks
0-3
0 - 4
0-5
3
(no visible roots = 0; dense roots throughout = max points)
v1
15
Impact by agriculture, livestock, or timber production
0-5
0-4
0-5
1
(substantial impact a0; no evidence - max is
16
Presence of riffle-pool/ripple-pool complexes
0-3
0-5
0-6
2
no riffles/ripples or pools = 0; well-developed = maxpoints)
d
17
Habitat complexity
0-6
0-6
0-6
2
(little or no habitat = 0; frequent, varied habitats = maxpoints)
QCanopy
18
coverage over streambed
0-5
0-5
4
xSubstrate
no shadingvegetation = 0; continuous canopy= max points)0-5
19
embeddedness
NA*
0-4
0-4
2
(deeply embedded = 0; loose structure = max
20
Presence of stream invertebrates (see page 4)
0-4
0-5
0-5
1
no evidence = 0; common, numerous types = max ints
C7
21
Presence of amphibians
0-4
0-4
0-4
1
O
no evidence = 0; common, numerous types = max ints
O
22
Presence of fish
0-4
0-4
0-4
1
no evidence = 0; common, numerous types = maxpoints)
23
Evidence of wildlife use
0-6
0-5
0-5
5
(no evidence = 0; abundant evidence = maxpoints)
Total Points Possible
100
100
100
TOTAL SCORE (also enter on first page)
44
* These characteristics are not assessed in coastal streams.

USACE AID# DWQ # Site # SD (indicate on attached map)
a
STREAM QUALITY ASSESSMENT WORKSHEET
Provide the following information for the stream reach under assessment:
1. Applicant's name: Lester Stancil 2. Evaluator's name: A. Baldwin
3. Date of evaluation: 1/21/2017
5. Name of stream: UT to Black Creek
4. Time of evaluation: 11:30
6. River basin: Neuse
7. Approximate drainage area: 115 acres 8. Stream order:
First
9. Length of reach evaluated: 100 10. County: Wake
11. Site coordinates (if known): prefer in decimal degrees. 12. Subdivision name (if any): N/A
Latitude (ex. 34.872312):
35.$�
584833 Longitude (ex. -77.556611)• -78.729831
Method location determined (circle): ; 'GP§"4 Topo Sheet Ortho (Aerial) Photo/GIS Other GIS Other
13. Location of reach under evaluation (note nearby roads and landmarks and attach map identifying stream (s) location):
See maps.
14. Proposed channel work (if any): None.
15. Recent weather conditions: Last significant rain event was -0.30 inch on 1/20
16. Site conditions at time of visit: Cloudy/light drizzle - 50 degrees F
17. Identify any special waterway classifications known: _ Section 10 _Tidal Waters Essential Fisheries Habitat
_Trout Waters _Outstanding Resource Waters Nutrient Sensitive Waters _Water Supply Watershed (I-IV)
18. Is there a pond or lake located upstream of the evaluation point? r YES'` NO If yes, estimate the water surface area: 0.25 acres
19. Does channel appear on USGS quad map? ,YES" NO 20. Does channel appear on USDA Soil Survey? YES NO
11
21. Estimated watershed land use: 20 % Residential % Commercial % Industrial 50 % Agricultural
30 % Forested % Cleared / Logged % Other (
22. Bankfull width: 3 feet
24. Channel slope down center of stream: X Flat (0 to 2%)
25. Channel sinuosity: Straight X Occasional bends
23. Bank height (from bed to top of bank): 0.5 feet
Gentle (2 to 4%) _Moderate (4 to 10%) _Steep (>10%)
Frequent meander _Very sinuous _Braided channel
Instructions for completion of worksheet (located on page 2): Begin by determining the most appropriate ecoregion based on
location, terrain, vegetation, stream classification, etc. Every characteristic must be scored using the same ecoregion. Assign points
to each characteristic within the range shown for the ecoregion. Page 3 provides a brief description of how to review the
characteristics identified in the worksheet. Scores should reflect an overall assessment of the stream reach under evaluation. If a
characteristic cannot be evaluated due to site or weather conditions, enter 0 in the scoring box and provide an explanation in the
comment section. Where there are obvious changes in the character of a stream under review (e.g., the stream flows from a pasture
into a forest), the stream may be divided into smaller reaches that display more continuity, and a separate form used to evaluate each
reach. The total score assigned to a stream reach must range between 0 and 100, with a score of 100 representing a stream of the
highest quality.
Total Score (from reverse): 71 Comments:
Evaluator's Signature - 41111�1 1424'L ' - Date 1/21/2017
This channel evaluation form is intended to be used only as a guide to assist landowners and environmental professionals in
gathering the data required by the United States Army Corps of Engineers to make a preliminary assessment of stream
quality. The total score resulting from the completion of this form is subject to USACE approval and does not imply a
particular mitigation ratio or requirement. Form subject to change - version 06/03. To Comment, please call 919-876-8441 x 26.

STREAM QUALITY ASSESSMENT WORKSHEET
* These characteristics are not assessed in coastal streams.
ECOREGION POINT
RANGE
#
CHARACTERISTICS
SCORE
Coastal
Piedmont
Mountain
Presence of flow / persistent pools in stream
0 5
0-4
0 5
4
1
no flow or saturation = 0; strong flow = maxpoints)
-
-
2
Evidence of past human alteration
0-6
0-5
0-5
4
(extensive alteration = 0; no alteration = maxpoints)
3
Riparian zone
0-6
0-4
0-5
3
no buffer = 0; contiguous, wide buffer = maxpoints)
4
Evidence of nutrient or chemical discharges
0-5
0-4
0-4
3
extensive discharges = 0; no discharges = maxpoints)
04
5
Groundwater discharge
0-3
0-4
0-4
4
U(no
discharge = 0; springs, see s, wetlands, etc. = max points)
,.y
6
Presence of adjacent floodplain
0-4
0-4
0-2
3
>>„
no floodplain = 0; extensive floodplain = maxpoints)
x
7
Entrenchment / floodplain access
0-5
0-4
0-2
4
p"(deeply
entrenched = 0; frequent flooding = maxpoints)
8
Presence of adjacent wetlands
0-6
0-4
0-2
3
no wetlands = 0; large adjacent wetlands = maxpoints)
9
Channel sinuosity
0-5
0-4
0-3
4
extensive channelization = 0; natural meander = maxpoints)
10
Sediment input
0-5
0-4
0-4
3
extensive deposition= 0; little or no sediment = maxpoints)
11
Size & diversity of channel bed substrate
NA*
0-4
0-5
2
fine, homogenous = 0; large, diverse sizes = maxpoints)
12
Evidence of channel incision or widening
0-5
0-4
0-5
3
y+
(deeply incised = 0; stable bed & banks = maxpoints)
0-4
13
Presence of major bank failures
0-5
0-5
0-5
4
severe erosion = 0; no erosion, stable banks = maxpoints)
94
14
Root depth and density on banks
0-3
0-4
0-5
4
EIt
no visible roots = 0; dense roots throughout = max points)
cn
15
Impact by agriculture, livestock, or timber production
0-5
0-4
0-5
2
(substantial impact =0; no evidence = maxpoints)
Presence of riffle-pool/ripple-pool complexes
0-3
0-5
0-6
3
16
no riffles/ripples or pools = 0; well-developed = maxpoints)
F
dHabitat
17
complexity
0-6
0 - 6
0-6
3
�
(little or no habitat = 0; frequent, varied habitats = max points)
18
Canopy coverage over streambed
0-5
0-5
0-5
4
no shading vegetation = 0; continuous canopy = maxpoints)
x
19
Substrate embeddedness
0-4
0 - 4
3
(deeply embedded = 0; loose structure = max)NA*
20
Presence of stream invertebrates (see page 4)
0-4
0-5
0 - 5
1
no evidence = 0; common, numerous types = maxpoints)
21
Presence of amphibians
0-4
0-4
0-4
1
O
(no evidence = 0; common, numerous types = maxpoints)
O
22
Presence of fish
0-4
0-4
0-4
1
no evidence = 0; common, numerous types = maxpoints)
23
Evidence of wildlife use
0-6
0-5
0-5
5
no evidence = 0; abundant evidence = maxpoints)
Total Points Possible
100
100
100
TOTAL SCORE (also enter on first page)
71
* These characteristics are not assessed in coastal streams.

NC DWQ Stream Identscation Form Version 4.11 FEATURE: EPH1
Dom: 1/21/2017
ProrecUsite: Eddie Howard Rd
Latitude: 35.583545
Evaluator. A. Baldwin & A. Adams
Counri: Wake
Longitude: _78.729637
Total Points:
Stream is at least intermittent 16.50
Strom Determination (circle one)
1 Ephgf mml Intermittent Perennial
Other
e.g. Quad Name: A n g l e r
if 2 19 orpemnnial if >_ 30
2. Sinuosity of channel along thalweg
0
A. Geomorphology Subtotal =
Absent
Weak
Moderate
Strong
18. Continuity of bed and bank
0
1
2 •
3
2. Sinuosity of channel along thalweg
0
1 •
2
3
3. In -channel structure: ex riffle -pool, step -pool,
ripple -pool sequence
00
1 0
2 0
3 0
4. Particle size of stream substrate
0
1 •
2
1.5
5. Active/relict floodplain
0 •
1
2
6. Depositional bars or benches
0 •
1
2
7. Recent alluvial deposits
0
1 •
2
j
8. Headcuts
0
1
2 •
0 Other = 0
9. Grade controls
0
0.5 •
1
10. Natural valley
0
0.5
1 •
11. Second or greater order channel
I No = 0
•
Yes =3
Man-made ancnes are not rated; see discussions In manual
B. Hydrology (Subtotal =3-0
12. Presence of Baseflow
00
1 •
2
3
13. Iron oxidizing bacteria
0 •
1
2
3
14. Leaf litter
1.5
1 •
0.5
0
15. Sediment on plants or debris
0
0.5 •
1
1.5
16. Organic debris lines or piles
0
0.5 •
1
1.5
17. Soil -based evidence of high water table?
No = 0
•
Yes = 3
1.5
C. Bioloav (Subtotal =4.00)
18. Fibrous roots in streambed
3
2 •
1
0
19. Rooted upland plants in streambed
3
2 •
1
0
20. Macrobenthos (rate diversity and abundance)
0 •
1
2
3
21. Aquatic Mollusks
0 •
1
2
3
22. Fish
0 •
0.5
1
1.5
23. Crayfish
0 •
0.5
1
1.5
24. Amphibians
0 •
0.5
1
1.5
25. Algae
0 •
0.5 Q
1
1.5
26. Wetland plants in streambed
FACW = 0.75; 0
OBL = 1.5
0 Other = 0
` perennial streams may also be identified using other methods. See p. 35 of manual
Notes:
THIS FEATURE HAS FORMED AT THE EMERGENCY SPILLWAY FOR THE DAM. APPROX 0.25 -IN OF RAIN ON 1120
Sketch:

NC DWQ Stream Identification Form Version 4.11 FEATURE: SA
°ate:1 /21 /2017
site: Eddie Howard Rd
: 35.584512
Evaluator: A. Baldwin & A. Adams
County.Wake
Longi: -78.727709
Total Points:
Stream is at least intermittent 35, 00
Suviern Determination (circle one)
Ephemeral Intermittent PervAnial
Other
e.g. Quad Name: An g i e r
if a 19 orperennial n 2:30
2
3 •
A. Geomorphology Subtotal = 16.0
Absent
Weak
2
Moderate
S
11. Continuity of bed and bank
0
1
3
2
3 •
2. Sinuosity of channel along thaMieg
0 0
1
15. Sediment on plants or debris
2
• 3
3. In -channel structure: ex. riffle -pool, step -pool.
ripple -pool sequence
0 0
1
0
2
O 3 0
4. Particle size of stream substrate
0
1
0
2
• 3
5. Activetrelict floodplain
0
1
0.5 •
2
3 •
6. Depositional bars or benches
0
1
•
2
3
7. Recent alluvial deposits
0
1
•
2
3
8. Headcuts
0
1
•
2
3
9. Grade controls
0
0.5
•
1
1.5
10. Natural valley
0 01
0.5
• 1
1
1.5
11. Second or greater order channel
No = 0
•
1
Yes = 3
Man -mace crtcnes are not rated; see discussions in manual
B. Hvdroloov (Subtotal =10. S
12. Presence of Baseflow
0
10
2
3 •
13. Iron o)ddizing bacteria
0
1 •
2
3
14. Leaf litter
1.5 •
1
0.5
0
15. Sediment on plants or debris
0
0.5 •
1
1.5
16. Organic debris lines or piles
0
0.5
1
1.5 •
17. Soil -based evidence of high water table?
No = 0
0
1
Yes = 3 •
C. Biology (Subtotal =$.50)
18. Fibrous roots in streambed
3 •
2
1
1 0
19. Rooted upland plants in streambed
3 •
2
1
0
20. Macrobenthos (note diversity and abwxw ce)
0
1 •
2
3
21. Aquatic Mollusks
0 •
1
2
3
22. Fish
0
0.5 •
1
1.5
23. Crayfish
0
0.5 •
1
1.5
24. Amphibians
0
0.5 •
1
1.5
25. Algae
0 •
0.5 n
1 0
1 1.5
26. Wetland plants in streambed
FACW = 0.75;
OBL = 1.5
0 Other = 0 •
' perennial streams may also be identified using other methods_ See p. 35 of manual
Notes:
Sketch:

NC DWQ Stream Identification Form Version 4.11 FEATURE: SB
Date: 1/21/2017
Projewsite- Eddie Howard Rd
: 35.582936
Evaluator: A. Baldwin & A. Adams
Coumtr• Wake
Longitude: -78.729447
Total Points:
Stream is at least intermittent 32.00
Stream Determination (circle one)
Ephemeral Intermittent PergAnial
Other
e.g. Quad Name: A n g i e r
/f> 19 orperennial rf> 30
2. Sinuosity of channel along thalweg
0
A. Geomorphology Subtotal = 16.5
Absent
Weak
Moderate
SUWV
1a. Continuity of bed and bank
0
1
2
3 •
2. Sinuosity of channel along thalweg
0
1
2
• 3
3. In -channel structure: ex riffle -pool, step -pool,
ripple -pool sequence
O Q
1 O
2
O 3 O
4. Particle size of stream substrate
0
1
2
• 3
5. Active/relict floodplain
0
1
2
3 •
6. Depositional bars or benches
0
1 •
2
3
7. Recent alluvial deposits
0
1 •
2
3
8. Headcuts
0 •
1
2
3
9. Grade controls
0
0.5
1
1.5 •
10. Natural valley
0 0
1
1@ 1.5
11. Second or greater order channel
No = 0
•
Sketch:
Yes =3
• Man-made ditches are not rated; see discussions in manual
B. Hydrology (Subtotal = Ja
12. Presence of Basedow
00
1
2
3 •
13. Iron o)ddizing bacteria
0
1 •
2
3
14. Leaf litter
1.5 •
1
0.5
0
21. Aquatic Mollusks
15. Sediment on plants or debris
0
0.5 •
1
1.5
0 •
16. Organic debris lines or piles
0
0.5
1 •
1.5
17. Soil -based evidence of high water table?
I No = 0
1 1.5
Yes = 3
•
C. Biology (Subtotal =5.50)
18. Fibrous roots in streambed
3 0
2•
1
0
19. Rooted upland plants in streambed
3 •
2
1
0
20. Macrobenthos (rote diversity and abundance)
0 •
1
2
3
21. Aquatic Mollusks
0 •
1
2
3
22. Fish
0 •
0.5
1
1.5
23. Crayfish
0 •
0.5
1 1
1 1.5
24. Amphibians
0
0.5 •
1 Q
1 1.5
25. Algae
0 •
0.50
1 1 0
1 1.5
26. Wetland plants in streambed
FACW = 0.75; 0
OBL = 1.5
0 Other = 0 •
* perennial streams may also be identified using other methods. See p. 35 of manual
Notes:
Sketch:

NC DWQ Stream Identification Form Version 4.11 FEATURE: SC
Date: 1/21/2017
Projectfsite- Eddie Howard Rd
Latitude: 35.583249
Evaluator: A. Baldwin & A. Adams
county. Wake
Longitude: -78.729785
Total Points:
Stream is at least intermittent 30.00
Stream Determination (circle one)
Ephemeral Intermittent Peronial
Other /�
e.g. Quad Name: A n i e r
ri>_ 19 or perennial if z 30
3 •
2. Sinuosity of channel along thalweg
A. Geomorphology Subtotal = 11.0
Absent
Weak
Moderate
Strolw
1'. Continuity of bed and bank0
0
1
1
2
3 •
2. Sinuosity of channel along thalweg
0
1
•
2
3
3. In -channel structure: ex riffle -pool, step -pool,
ripple -pool sequence
0 0
1
O
2
0 3 0
4. Particle size of stream substrate
0
1
•
2
3
5. Activelrelict floodplain
0
1
•
2
3
6. Depositional bars or benches
0
1
•
2
3
7. Recent alluvial deposits
0
1
•
2
3
8. Headcuts
0
1
•
2
3
9. Grade controls
0 0 1
0.5
•
1
1.5
10. Natural valley
0 0 1
0.5
•
1
0 1 1.5
11. Second or greater order channel
No = 0
no
Yes = 3
man-maae ouches are not ratea; see aiscussions in manual
B. Hvdroloav (Subtotal =1 O-5
12. Presence of Baseflow
0
2
0
13. Iron oxidizing bacteria
0
2
1
0
14. Leaf litter
1.5 •
1
"12
J31
15. Sediment on plants or debris
0
1
2
3
16. Organic debris lines or piles
017.
0.5
• 1
1.5
Soil -based evidence of high water table?
No = 0
0.5
• 1
1.5
C. Bioloav (Subtotal =8.50)
18. Fibrous roots in streambed
3 •
2
1
0
19. Rooted upland plants in streambed
3 •
2
1
0
20. Macrobenthos (note dnerii;4 and abundanoe)
0
1
• 2
3
21. Aquatic Mollusks
0 •
1
2
3
22. Fish
0
0.5
• 1
1.5
23. Crayfish
0
0.5
• 1
1.5
24. Amphibians
0
0.5
• 1
1.59
25. Algae
0 •
1 0.50
1 1
0 1 1.5
26. Wetland plants in streambed
FACW = 0.75; 0 OBL = 1.5
0 Other = 0 •
* perennial streams may also be identified using other methods. See p. 35 of manual
Notes:
Sketch:

NC DWQ Stream Identification Form Version 4.11 FEATURE: SD
Date: 1/21/2017
Visite; Eddie Howard Rd
Imo: 35.584833
Evaluator: A. Baldwin & A. Adams
County: Wake
Longitude: -78.729831
Total Points:
Stream is at least intermittent 32.50
Stream Determination (circle one)
1 Ephemeral Intermittent PergAnial
tither
e.g. Quad Name: Ang i e r
if a 19 or perennial if z 30
3 •
2. Sinuosity of channel along thalweg
A. Geomorphology ( Subtotal = 16.5
Absent
Weak
Moderate S
3 •
18. Continuity of bed and bank
0
1
2
3
3 •
2. Sinuosity of channel along thalweg
0
1
2
•
3
3. In -channel structure: ex. riffle -pool, step -pool,
ripp"oofsequence
0 0
1 O
2
0
3 0
4. Particle size of stream substrate
1
2
•
3
5. Activelrelict floodplain
1
2
M.
3
6. Depositional bars or benches
1 •
2
3
7. Recent alluvial deposits
1 •
2
0
3
8. Headcuts
1
2
3
9. Grade controls
Other = 0
0.5 •
1
1.5
10. Natural valley
oil
0.5
1
•
1.5
11. Second or greater order channel
No = 0
0 1
Yes =3
•
man-made aacnes are not rated; see discussions in manual
B_ Hvdroloav (Subtotal =9_5
12. Presence of Baseflow
0
1
2
3 •
13. Iron o)ddizing bacteria
0
1 •
2
3
14. Leaf litter
1.5 •
1
0
•
15. Sediment on plants or debris
0
0.5 •
1
1.5
16. Organic debris lines or piles
0
0.5 •
3
22. Fish
17. Soil -based evidence of high water table?
No = 0
0Yes
= 3
•
C. Biologv (Subtotal =6.50)
18. Fibrous roots in streambed
3
•
2
1
00
19. Rooted upland plants in streambed
3
•
2
1
0
20. Macrobenthos (note diversity and abundance)
0
•
1
2
3
21. Aquatic Mollusks
0
•
1
2
3
22. Fish
0
•
0.5
1
1.5
23. Crayfish
0
•
0.5
1 1
1 1.5
24. Amphibians
0
0.5
Q 1 1
Q 1 1.5
25. Algae
0
•
1 0.50
1 1
0 1 1.5
26. Wetland plants in streambed
FACW = 0.75; OBL = 1.5
Other = 0
' perennial streams may also be identified using other methods_ See p. 35 of manual
Notes:
Sketch:

! J�
,
.y .
3Jr
-}'

kv 7 !S
it
J
t
i.

3. •�,c r..+ n
f�
li^ ',� -t / til • {L ,ice` � � --
��.
Nu
-0-kVii, �y�
a-wig-,.:� i'_ l..t �� � �1►��r-_la'�i`" � � � s :rte "" s

� S� m
�
Distance
L-1
_ _ r Iss 1Y9tl nds ,#2
11.98'
L-2
S 85-28"42W
Wetlands Are�a7#5 S 86'50'40"E 1015.95'
L-3
S 85'26'57" W
56.00
Wetlands Area 9
#
Is
56.17'
L-6
Wetlands A�a B
� Stream Wetlands #1
57.11'
L-6
S 85'04'34" W
v
L-7
S 85.09'35" W
55.94'
EIP Wetlands Area #4
R )EI��`I ��'=:?iii' Wetlands
�' o
53.86'
L-9
all
J Area #2
Approximate ii '•.rl '
y
EIP — —
— — — —
S 86.08 58" W
Y n 100 Year j;;i�
Flood Limitc:
N �
lk
S 89.34 39 W
53.80'
C
N 88'2844" W
54.42'
L-13
N 87-08"31W
45.55'
L-14 I
N 86.3616" fl 1
� EIP
L-15
N 88°22'10" W
52.26'
/ 60' Riparian �
Buffer
N 86.00'37 W
EIP
v
o Stream (
I
s 89-51'39-E
ECM 378.64
_
G
N Wetlanfls #3 Pond
L-19
N 78'3849 W
1.86'
W�Uands Area #7 I
J
o
Z
�/am Wetlands 4 . tiilgt'::
+# Wetlands Area #1
��
EIP -
4,
�Bo" . cg
fssa" S eB'85�"lI
� Iss
Course
Bearing
Distance
L-1
S 85'1514 W
11.98'
L-2
S 85-28"42W
57.16'
L-3
S 85'26'57" W
56.00
L-4
5 85.26'10" W
56.17'
L-6
S 86'07'02" W
57.11'
L-6
S 85'04'34" W
57.77'
L-7
S 85.09'35" W
55.94'
L -B
S 85.1048" W
53.86'
L-9
S 85'18'59" W
58.00'
L-10
S 86.08 58" W
56.10'
L-11
S 89.34 39 W
53.80'
L-12
N 88'2844" W
54.42'
L-13
N 87-08"31W
45.55'
L-14 I
N 86.3616" fl 1
52.48'
L-15
N 88°22'10" W
52.26'
L-16
N 86.00'37 W
53.75'
L-17
N 85.35'14" W
53.49'
L-18
N 83.3E 54" W
55.95'
L-19
N 78'3849 W
1.86'
27.149 Ac. Total
0.652 Ac. Road R/W
26.491 Ac. Net
-ZZ-1 --1 -41,-11,4
LBL= L=L—�
• � _ L-1 L -1L
Public R/Wq Il\ m I IQ
G
.ill i ° S I5
V q �
I�
Sheet One of Nine
Wetlands Survey and 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" = 200' Date 3-17-17
PIN: 0686.01-07-9384 REID: 0110696
0 200 400
F9 rn--
GWRIC SCALE
PBEPABa9 BY
STANCIL & ASSOCIATES
PROFESSIONAL LAND SURVEYOR, P.A. C-0831
[phone] [phone] (FAX)
[e-mail]
98 Depot Street, P.O. Bos 730, Angier, N.C. 27501
Curren t Owner
Morgan Development Company, LLC
1920 Old Buies Creek Rd Angier, NC 27501 919-440-8479
Welands Consultant
Adams Soils Consulting
1678 Mitchell Road Angier, NC 27501 919-414-8781
REVISED: Title, Number of Sheets and 100year Flood Limit 6-7-17
REVISED: Number of Sbeets 7-25-17
REVISED: Number of Sbeets 8-21-17
For Sites Where The Entire Actual
,Curisdictional Boundary Is Depicted
This certifies that this copy of this plat accurately
depicts the boundary of the Jurisdiction of Section
404 of the Clean Water Act as determined by the
undersigned on this date. Unless there is a change
In the law or our published regulations, the determination
of Section 404 Jurisdiction may be relied upon for a
period not to exceed five (6) years from this date. The
undersigned completed this determination utilizing the
appropriate Regional Supplement to the 1987 U.S. Army
Corps of Engineers Wetlands Delineation Manual.
Regulatory Official:
Title:
Date:
USACE Action ID:

Pond
i
1
I
I
course
Bearing
60. Riparian
W1
8 58.05'02' E
Bu
Butter
W-2
8 40'04'07" E
28.74'
W3
8 31.01'51' W
12.22'
W-.4
N 72.21'21' W
1 r �
W5
8 77.44'00" W
top of P 3 r r r
;t�
N
N 12'07'54' W
W
r r r r • f$
W7
"'��
41.88'
W-8
N 03'24'30' E
• • • • r r r • r r 16
r r r r• r• r r• r r r r p
�'
r r r r r r r r r r r• r r�•
/'
• r r• r r r r r r r•• r r r r '�`
Wetlands Area
/'
.41
� r r• r r r• ` r r r r r r r r
r• W_5 �r r r r• r r W4 17
/
40'
' ra
r'
i
i
Wetlands Area a41
0.078 Ac.
course
Bearing
Distance
W1
8 58.05'02' E
82.71'
W-2
8 40'04'07" E
28.74'
W3
8 31.01'51' W
12.22'
W-.4
N 72.21'21' W
51.29'
W5
8 77.44'00" W
45.64-
W.0
N 12'07'54' W
22.92'
W7
N 52.38'07' E
41.88'
W-8
N 03'24'30' E
11.01'
sheet 1'wo
of Nine
Wetlands
Survey
Black Creek Estates
1955 Eddie Howard Rd F'uquay—Varma; NC 27526
Town of Puquay—Varies
JUddle Creek Township
Wake County, NC
Zoned: AR
Soale: 1 " = 90'
Date 9-17-17
PIN: 0666.01-07-9984
REM: 0110696
o so ao
oWMC SCAM
REVISED: Number of Sheets 8-7-17
REVISED: Number of Sheets 7-25-17
REVISED: Number of Sheets 8-21-17
For Sites Whete The n re A
Judadictional Bo rnd ry s Devic ed
This cartflles that this copy of the plat accuratej7
depiots the boundary of the Jurisdiction of Section
404 of the Clean Water hat as detarmlaed by the
undersigned on this date. Unless there is a change
In the law or our published regulatlons, the determination
of Section 404 Jurisdiction may be relied upon for a
period not to aroeed five (5) years A'om this date. The
undaralsned completed this determination utiltsing the
appropriate Regional Supplement to the 1987 UA Army
Carpe of Engineers Wetlands Delineation Manual.
Regulatory Offlolal.
nti.:
Date.,
VSACR Action M.

at PL W
/-
is
Proposed 50' Bullfer
Public
• Wetlands Areal
See Sheat Six of Se`P� ,� ; • " �+
for Riparian Buffer halia to
and Sheet Seven of
o ergemant and °�i, Stream Wetlenda ,�1;'
decrip bzt of wetland �' . .
impacts
y+
So
Edge of
Pond
4®V
e ~+0
o/
t.
2s a
`ilre=odsl .W rows
ut n ? EdOi of Pend \
Edge of Pond7�l'�? `
Edge of Pontiv ' 3
• � 1 1
Edge of Ponyl�' ' ^
Edge of PondT�'ti�; 3 1
3I • � 1
Edge of Pend • �i Pompe d 60'
N•.�PublicR/�I
I of d
Wetlands Area ;/°3
0.2bB Ac.
Course 8sarinp Distance
W-45 9 80.60'40• E 62.93'
W-46
9 22.18'46• W
7.60'
W-47
8 47'22'02" W
10.49'
W48
8 16.00'16' W
12.99'
W-49
8 34.33'30' W
30.84'
W-50
8 76.23'06' W
11.43'
W-51
N 92.58130' W
12.57'
W-52
8 59.43'151 W
16.71'
W-53
O 18.35'32' W
63.00'
W-64
8 40.33'54• W
22.52'
W-65
8 07.42'03' W
41.64'
W-56
8 06.11110' E
37.47'
W-57
8 18.41'52' W
84
27.'
W-58
8 42.14'32' W
11.91'
W-59
8 30'00'60' W
20.75'
W-80
9 40.14'38• W
28.77'
W-01
O 21'61'13' W
12.68'
W-62
8 57.36'33' W
28.65'
W-88
N 22.07'51' W
49.88'
W-84
N 04.30'23' E
16.83'
W-85
N 43.20'43' E
54.23'
W-00
N 32.17'61• !
71.07'
W-67
N 28.21'31" E
62.36'
W-88
N 22.30'22' E
54.03'
W-89
N 22.20'06' E
46.48'
J'neet Three of Nine
Wetlands Survey
w Black Creek Estates
s 1866 Eddie Howard Rd Fuquay-Varina, NC 27826
Town of Fuquay-Varina Middle Creek Township
Wake County, NC Zoned: AR
Scale: 1 " = 60' Date 3-17-17
PIN: 0688.01-07-9384 REM: 0110888
Wetlands Area #2
0.753 Ac.
Cause
Bearing
Distanoe
W-9
8 81.26'28• IN
38.06-
W-10
8 27.48'54• W
87.38'
W11
8 00.35'67' W
81.88'
W-12
8 42.69'38' W
65.36'
W-13
8 78'12'37' W
64.73'
W-14
8 49'43'11' W
83.81'
W-16
8 06.35'41" W
78.30'
w-16
8 05.49'29• W
54.79'
W-17
8 18'41'36• W
54.81'
W-18
8 30.67'32• w
90.46'
9-19
N 01.14'68' E
11.17'
W-20
N 04'08'34• E
43.18'
W-21
N 54.21'11' E
17.99'
W-22
I N 13'02'36' W
42.16'
W-23
N 57.29'49' W
21.00'
W-24
N 11'62'18' E
31.29'
W-25
N 50'16'68' W
14.86'
W-26
N 22.31'59" E
14.64'
W-27
N 66.20'66" E
-N-38-' -15'3-7
19.28'
W-28
' E
13.22'
W-29
N 37'54'03' W
6.97'
W-30
N 24'03157' El
8.31'
W-31
N 43.621344 E
14.38'
W-32
N 16'41'82• E
32.30'
W-33
N 06.11'10" W
37.79'
W-34
N 07.42'03• E
39.89'
W-35
N 48'33'64' E
22.10'
W36
N 18.36'92' E
53.61'
W-37
N 58.43116' E
13.88'
w-38
8 82.68'30' EI
11.91'
W90
N78.23'06' E
13.88'
W-40
N 34.99'30• E
32.94'
W-41
N 20.42'11• E
12.27'
W-42
N 47.22'02' 9".37'
0.894
W-43
N 19.36'17' E
10.24'
W-44
8 88'50140' El
129.20'
Stream Wetlands #1
0.037 Ac.
Course
Bearing
Distance
W-70
8 80.50140' E
4.81'
W-43
8 18'30'17' W
10.24'
W42
8 47422102' W
10.37'
W-41
8 20.42111' W
12.27'
W-40
8 34.33'30• W
32.94'
W-39
8 76.23'05• W
13.08'
W-38 IN
82.881301 W
11.91'
W-37 IS
58.43115" W
13.86'
W-36 18
18.36'32• W
53.51'
W-35
8 48.33'64' W
22.10'
W-34
8 07.42'03' w
39.69'
W-33
-805-11-10- E
37.79'
W-32
8 10.41162' W
32.30'
W-31
8 43.62'34' W
14.30'
W-30
8 24.03167' W
8.31'
W-29
8 37.64'03' E
5.97-
W-20
8 38.15'37' W
13.22'
W-27
8 60.20166' W
19.28'
7-20
0 22.31159' W
14.54'
W-71
N 50.16'68' W
4.09'
W-72
8 67.36133' W
2.17-
W-01
N 21.61'13' E
12.66'
W-60
N 40.14'36' E
28.77'
W-69
N 30.09150' E
20.76'
W-58
N 42.14132' E
11.91'
W67N
16'41'52' E
27.84'
W-66
N 06.11'10' W
37.47'
W-55
N 07.42'03" E
41.64'
W-54
N 48'33'54" E
22.52'
W-53
N 18.35'321 E
53.90-
W-52
N 58.43'15' E
10.71'
W-5/
8 62.58130' E
12.57'
W-60
N 78.23'05• E
11.43'
W-49
E
0.894
W-48
N 1
12
MI4.393'90"
4722'02' E
10.409'
2.18'40' E
7.60'
o so 100
REVISED: Number of Sheets, Proposed R/W
and Enlargement Note 6-7-17
REVISED: Number of Sheets 7-26-17
REVISED: Number of Sheets 8-21-17
Par Sites Where The Rntire Actual
Jurisdictional Bound z:p Is Depieted
This oartiflee that this copy of this plat accurately
depicts the boundary of the Jurisdiction of Soction
404 of the Clean hater Act as determined by the
undersigned on this date. Unless there is a change
In the law or our pubUxbed re/ulations, the determination
of Section 404 Jurisdiction maLy be relied upon for a
period not to exceed five (5) years from this date. The
underslgned completed this determination utilising the
appropriate Regional Supplement to the 1967 U.S. Army
Corps of Angineers Wetlands Delineation Manual.
Regulatory Official:
27u*..
Date:
USACE Action ID:

Wetlands Area 0
0.095 Ac.
Course
195
Distance
r r ♦ ♦ r
9 88.60'40• E
r to, , r 1"j r r , r r
W-74
, , , ♦ r YJ. -i 1
24.94'
W-75
8 14.14'04• W
0 0 0
♦ ♦ r ♦
W-76
X90 '!T!
wB 4
♦ V,
41.21'
W-77
8 70.23'26' W
25.87'
W-78
r r r r ,
r ♦ �
W-
Sham of PL
; , r r r ftmkfts /
w 100..:Siream
stPL
001,, 1" r m '0'00,r
i 1", 1" r 4, 1" r^
ream at
♦ r, r r r r r r lop 3
1.22'
a ♦Stream , r . , ,
N 30.28'03' E
Wetlands /F2
W-82
♦ , r
39.34'
r„ r r 0 r r
♦
I� e\
4010%
`: r♦ r r r r♦ r
.:;
Ole
''si. „ r r „ r ♦
3 WB 3
15.80'
,
r r r r r r,♦ /
•r, r
Wetlands
1" r
,
'`MP r r r 0 0
Area 16
12
r 3:iw: *0
12.41'
♦ , ♦ ♦ ♦ ♦
rApproximate
N 07'24113' W
r r ♦ r , r 100 Year
r r ♦ r r r r Flood Limit
W-91
r , ♦ , , ♦
Stream
r r 0 / r
13.45'
W-90
groom at PL
groom
;
w-89
N 07.24'13• W
28.34'
50' Riparian Buffer /
Wetlands Area 0
0.095 Ac.
Course
Bearing
Distance
W-73
9 88.60'40• E
33.51'
W-74
8 11.00'53' W
24.94'
W-75
8 14.14'04• W
57.79'
W-76
8 16"58'38' W
41.21'
W-77
8 70.23'26' W
25.87'
W-78
8 04.61'26' W
11.08'
W49
N 00.87104' E
0.68'
W-80
8 86.14'24' E
1.22'
W-81
N 30.28'03' E
14.26'
W-82
N 07.38'49' E
39.34'
W-83
N 16.12103' W
36.21'
W-84
6 87.67'44' E
15.80'
W-85
N 15.46'58' E
16.57'
W-86
N 02'69129' E
12.41'
W-87 I
N 07'24113' W
28.79'
Wetlands Area #5 0.024 Ac.
Course
Bearing
Distance
W-88
8 88.50'40' E
24.40'
W-69
B 07.24'19' E
26.94'
W-90
6 67.48'21" W
10.51'
W-01
8 19.49'66' W
13.45'
W-92
8 88'33'62• W
14.74'
W-99
N 00.97'04• E
1 48.16'
Stream Wetlands *12
0.014 Ac.
Course
Bearing
Distance
W-98
8 B8.50'40• !
5.09'
11-87
8 07.241132 E
28.79'
W-86
8 82.63'29• W
12.41'
W-85
9 16.46'ea" W
16.87'
W-84
N 87.57'44' W
16.80'
W43
8 18.121090 E
30.21'
W-82
9 07.36'49' W
39.34'
W-81
8 30.281031 W
14.26'
W-80
N 88.14'24" W
1.22'
W-99
N 00.97'04" E
3.63'
W-97
N 90.281031 E
10.87'
W-96
N 07.38'49• E
38.08'
W-95
N17'401581 W
32.01'
W-100
N 00.97'04• !
8.83'
W-92
N 88.93'62• E
14.74'
W-91
N 19°431661 E
13.45'
W-90
N 67.48'21' E
10.81'
w-89
N 07.24'13• W
28.34'
Jneet irour Of 1Vine
Wetlands Survey
Black Creek Estates
1955 Eddie Howard Rd Fuquay-Varina, NC 27526
Town of Fuquay-Varina Middle Creek Township
Make County, NC Zoned: AR
Scale: 1" = 20' Date 8-17-17
PIN: 0686.01-07-9884 REID: 0110696
0 20 40
aWJW SCActr
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 Ac.
course Bearing Distance
W94 N 00.97104" E 77.82'
w•9s S 17.40'69• E 92.01'
w -se s o7•se'49• w se.oe'
W -D7 8 90.28'09• w 10.87'
For Sites Where The En rrr, Actual
&rkdlctional Boundary Is Deni ed
Me certifies that this copy of this plat accurately
depicts the boundary of the Jurisdiction of Section
404 of the Clean Water Act as determined by the
undsraigaed on this date. Unless there is a change
In the law or our publiahed regulations the determination
of Section 404 ludediotlon may be relied upon for a
period not to exceed tiro (0) years from this date. lbs
undersigned completed this determination utilising the
appropriate Regional Supplement to the 1907 U.S. Array
Corps of fibgineam Wetianda Delineation Manual.
Regulatory Official:
77us:
Date:
USACR Action M.,

w t -
2
w`►13 e•
yw
£ 1 r I I I♦ I♦♦
W tlande Area 17
r7
,`b b
!4/
Wetlands k#4
41
* A,-
�'rfB
•ee,
Stream Wetlands #4
0.012 Ac.
50' Riterparian
I
V-108
Distance
But
N 60.16'6 ' W
3.25'
J
_
W-109
1.18'
/
am
24.22'
-118
h'eam
28.72'
W-119
27 27'06' E
28.24'
WA 22 1
rwm
16.01'
4 $t
Stream
8.30'
'
Wetlands 1/3
L 19.89'
CA: 225°39'51"
9.22'
'
R- 5.00'
Tan: 6.90'
Chd: 8 11154141' W
L 8.88'
CA: 99'26114'
7.63'
1
E
8.88'
1
a70124105" W
1 17.41'
�'Tr
27.27'06' W
25.91'
W-137
stmun
28.98'
-1 >q..Shnam 123
8 II Ga'59, W
1 26.96'
W:
8 62°18'02' W
1 1.23'
♦ W-124
Steam
w t -
2
w`►13 e•
yw
£ 1 r I I I♦ I♦♦
W tlande Area 17
r7
,`b b
!4/
Wetlands k#4
41
* A,-
�'rfB
•ee,
1
Pond
1
50' Riparian
Buffer \
Stream Wetlands #4
0.012 Ac.
coursel
Bearing
Distance
W-116
N 60.16'6 ' W
3.25'
•118
62 18'02' E
1.18'
-117
N 00.06 • W
24.22'
-118
N 09'36'30' W.
28.72'
W-119
27 27'06' E
28.24'
W- 120
N 70;24'
16.01'
W-1
106 4°
8.30'
W-122
R- 6.00
Tan: -11.68'
Chd•, N 291 E
L 19.89'
CA: 225°39'51"
9.22'
W-123
R- 5.00'
Tan: 6.90'
Chd: 8 11154141' W
L 8.88'
CA: 99'26114'
7.63'
-124
1 6 10.65'14'
8.88'
W-12
a70124105" W
1 17.41'
W-1 a
27.27'06' W
25.91'
W-127
8 19'93'15° E
28.98'
W-128
8 II Ga'59, W
1 26.96'
W-129
8 62°18'02' W
1 1.23'
1
Pond
1
50' Riparian
Buffer \
Wetlands Area #7
0.095 Ac. ✓
Course
Bearing
Distance
W-133
50' Riparian
Buffer \
Sheet Five of Nine
Wetlands Survey
Black Creek Estates
1955 Eddie Howard Rd Fuquay-Varina, NC 27526
Town of Aiquoy-Varina Middle Creek Township
Wake County, NC Zoned: AR
Scale: 1 " = 30' Date 3-17-17
PRN: 0686.01-07-9384 REID: 0110696
0 30 eo
allows
\0\\\YtItII1II
�O`4'Sg CARO II e'•.
r
Wetlands Area #7
0.095 Ac. ✓
Course
Bearing
Distance
W-133
N 66.26'63' E
16.03'
W-134
N a0°68'08' E
43.07'
W-136
8 77'47' 0'
19.42'
W-13
N 23.55'07' E
35.09'
W-137
N 84.56'08' E
23.45'
W -i 8
N 8°36'31• W
48.87'
W-13
74'46143* E
7.62'
W-14
8• E
47.98'
W-141•
W
2.61'
W-122
R-
Tan: -11.88'
C 29122109" W
L ; 19.65-
CA: 225'39'61'
9.22'
W-121
10:§L-14' E
.30'
W-120
70°24'0 W
16.01'
W-119
5 27.27'06" W
28.24'
W-118
8 09°36 30' E
28.72'
W-111
8 00' 8• E
24.22'
W-116
8 52.1 'D2' W
1.16'
Sheet Five of Nine
Wetlands Survey
Black Creek Estates
1955 Eddie Howard Rd Fuquay-Varina, NC 27526
Town of Aiquoy-Varina Middle Creek Township
Wake County, NC Zoned: AR
Scale: 1 " = 30' Date 3-17-17
PRN: 0686.01-07-9384 REID: 0110696
0 30 eo
allows
\0\\\YtItII1II
�O`4'Sg CARO II e'•.
r
.M
REVRSED: Number of Sheets 6-7-17
REVRSED: Number of Sheets 7-25-17
REVISED: Number of Sbeets 8-21-17
Fol' Sites Where The Entire Actual
Jurisdictional Boundary is Depicted
This certifies that this copy of this plat accurately
depicts the boundary of the jurisdiction of Section
404 of the Asan Watar Act a determined by the
uaderat`ned on tbJs date. Unless there is a change
in the law or our published regulations, the determination
of Section 404 Jurtedlotion may be relied upon for a
period not to exceed five (6) years from this data. The
undersigned completed this determination utiHsing the
appropriate Regional Supplement to the 1987 V.& Army
Corps of Engineers Wetlands Delineation Manual.
Regulatory Official:
Vila:
Data:
USACT Action M.

P711po,t PiP I
Zo e 1 Fill
Proposed 50' " s 8-117 B IMPACT
Public R/W w M
353 � u Et c
pw 46
IIllpBCL L2 BUFFER FFER °
ne 2 Fil Impact #1
352 ,��� Q ct�e SPd
--- - f�esPpl� r
UFFEI Q�NSO'O
WETOBRIOg
Buffer
Wetlands Area #2
I
i
as
N I �
� I
I e
�5
FFER
2 '
ro '�
2p9eihr ,
WA
10
132 L I m e
Zone 1 BUFFER
Impact OFFER
B 1 o I es t 0? /' �e c er.
tip4 °ate ~ Pnermanent Fldl pact 3 �(
3o, 3 27 sq. ft. Tothl .1 rQ BUFFER
(1 sq. ft. per lost)
°O
footings for raised Zone 1 ^.
boardwalk (Typ) Bridge imp"'
Zone I Fill Impact fl 74 sq. ft
Course
Bearing
Distance
B•1
S 32'17'51' W
18.84'
8-2
R- 30.00'
Tan: 4.32'
Chd: N 00"30'03• W
L - 8.59'
CA: 18.24'12'
6.56'
8.3
N 07.42'03' E
6.62'
B-4 N 88°31'22' E 9.11'
Zone 1 FYD Impact (f2 I40 sq. ft
Course
Searing
Distance
8-11
N 06°36'41" E
24.81'
8-12
N 49'43'11• E
12.56'
8-13
S 16'41152' W
22.99'
B-14
R• 30.00'
Tan: 8.24'
Chd: 6 28.28435" W
L • 12.30'
CA: 23.30'03'
12.22'
�.4ee� °e♦ ��• e e
Sheet Six of Nine
Riparian Buffer 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 6-7-17
PIN: 0686.01-07-9384 REID, 0110696
O 20 40
GRAPHIC SCALE'
REVISED: Number of Sheets 7-25-17
REVISED: Buffer Impacts and # of sheets 8-21-17
vvwkwirn. rcnsultant Comments 8-29-17
Zone 2 FM Impact #1 21 sq. ft.
Course Bearing Distance
B-5 8 32.17'51' W 32.95'
B46 N Os"11'10' W 27.99'
13-7 R. 50.00' L - 11.25'
Tan: 5.66' CA: 12'53'13'
Cho: N 01.15'28• E 11.22'
8•8 N 07.42'03' E 10.85'
B-9 R� 326.00' L 13.41'
Tan: 8.71' CA: 221'61"
Chd: 8 57'44'46" E 13.41'
Zone 2 Bridge impact #1/197 sq. ft.
Course
Bearing
Distance
0.23
R• 270.00'
L - 7.88'
Tan: 3.94'
CA: 1°40'17"
L e 8.69'
Chd: 8 29.37'15" E
7.98'
8-24
8 38.16'37" W
1.26-
B-26
R• 50.00'
L - 12.41'
Tan: 8.24'
CA: 14'13'13'
Course
Chd: 8 03.26'00' W
12.36'
8.26
R. 50.00'
L = 24.31'
1.98'
Tan: 12.40'
CA: 27'51'29•
Re 326.00'
Ghd: 6 26.68'19• E
24.07'
8.27
1 8 04'29'26' E
14.82'
Bearing Distance
R= 280.00'
4
211-28
24.64'
Tan: 21.29'
8 18'41'52' W
Chd: N 22.44'57' W
Ten: 56.57' CA; 23'15'43'
TI.18
''' E
N 054929
TI.17
N 08.35'41' E
Ffream of Pond1 ' ad' a
Impact 3l.
n 7S bEdgs of Pond I F.� -24
3: i TI -1B 1 Zone dgP .[ act )fl
'Pond I - 1 � \ \
R
\ `°" `
50' RI�Nrian
Buffer
�- ''a'°;•,' Pr0posed50
pe\1EF Public R�Y
B-10
N 88.31'22' E
7.95'
B-3
8 07°42'03' W
8.62'
5•2
R• 30.00'
L e 8.69'
1
Tan: 4.32'
CA: 16'24'12'
Cho: N 00.30'03" W
8.68'
Zone 2 FM Impact ,f2v1`124 sq. ft.
9.13
Course
Bearing
Distance
Temporary Wetlands Clearing
B-15
N 16.41'52' E
1.98'
Impact for Bridge
8.16
Re 326.00'
L . 24.es'
✓1,148 sq. ft.
Tan: 12.33'
CA: 4.20'42'
Bearing Distance
Chd: 8 37.33.46' E
24.64'
Re 270.00' L • 109.82'
8-17
8 18'41'52' W
10.68'
Ten: 56.57' CA; 23'15'43'
8.18
R. 60.00'
L • 18.06'
Chd: 8 42'05'15' E 108.87'
Tan: 9.13'
CA: 20'41'40'
8 06'35'41' W 17.01'
Chd: 9 27.02142• W
17.98'
8 05'49'29• W 0.19'
8-19
R'50 -00'
L - 25.64'
R- 270.00' L - 120.54'
Tan: 13.11'
CA: 20'23'01"
Tan: 61.37' CA: 28.33'44'
Chd: 6 23.34'07' W
25.36'
Cho N 40.42'38• W 119.46'
/W
8-20
B-21
S 38 15 37 W 6.83
N 30.31'13' W 12.43'
B-22
N 06'36'41' E 28.30'
B-14
R• 30.00' L • 12.30'
Tan: 6.24' CA: 23.30'03"
Chd: N 28.26'3s' E 12.22'
9.13
8 16.41'62' W 22.99'
Temporary Wetlands Clearing
Impact W5
Impact for Bridge
✓1,148 sq. ft.
Course
Bearing Distance
TI -18
Re 270.00' L • 109.82'
Ten: 56.57' CA; 23'15'43'
Chd: 8 42'05'15' E 108.87'
TI.17
8 06'35'41' W 17.01'
TI -18
8 05'49'29• W 0.19'
TI.19
R- 270.00' L - 120.54'
Tan: 61.37' CA: 28.33'44'
Cho N 40.42'38• W 119.46'
I,WMC-1773
G
/W

Impact B5 Z2
Zone 2 Impact jf5
m1�
O�
�00�
zvCIO I-
J�
Pond
I
1
1 Zone 1 Impact #4
V�- Impact B4 ZI
LeateT
Zone
2 Impact #5
1060 sq. ft
Course
Bearing
Distance
8-37
N 04.68'49' E
81.02'
B-38
N 07'62'41' E
39.90'
B-39
R= 36.00'L
- 8.70'
Chd: N 57.50131'
Tan: 3.38'
CA: 10'58'00'
N 26'45'32' W
Chd: N 13'21'41"
E 6.69'
8-40
N 18.60'41' E
75.39'
B-41
R- 400.0'
L - 3.93'
Tan: 4.04'
Tan: 1.97'
CA: 6'37'65"
Chd: B 32'87'12'
Chd: N 21'39138'
el 3.93'
B-42
N 70'13'48' E
17.65-
0-43
R- 30.00'
L c 15.64'
Tan: 5.78'
Tan: 8.00'
CA: 29'62118'
Chd: 8 32125'34'
Chd: S 33'46'50'
W 18.46'
B-44
S 18.60141' W
18.39'
B-45
R- 30.00'
L c 17,57'
Tan: 14.16'
Tan: 9.05'
CA: 33.33'26'
Chd: 8 68.36'17'
Chd: 3 36.37'24'
W 17.32-
0-46
3 18.60141' W
43.41'
B-47
R. 30.00'
L c 6,74'
Ten: 2.45'
Ten: 2.88'
CA: 10.68'00'
Chd: S B6.26'38'
Chd: S 13.21'41'
W 5.73'
B-48
S 07.52'41' W
39.77'
BAB
S 04'68'49' W
61.64'
B-50
R- 30.00'
L c 5.05'
8 04'58'49' W
Ten: 2.64'
CA: 9-40100-
R= 26.00'
Chd: N 76.31'18'
W 9.06,
\ 50' Riparian Buffer
1,00
Zone 2 Impact #6
Impact B6 Z2
Sheet Seven of Nine
Riparian Buffer 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" = 50' Date 8-21-17
PIN.0686.01-07-9384 REID: 0110696
0 25 50
csera7c sCAU
Zone 2 Impact 1¢'6
1875 sq. ft.
Course
Bearing
Distance
8.61N
89'56'31' W
143.71'
8-52
Rc S0.00'
L c 56.00'
B-88
Tan: 31.34'
CA: 64'10'00"
8.87
Chd: N 57.50131'
W 53,12-
B-53
N 26'45'32' W
14.75'
B-54
N 25'46'32' W
21.27'
B-55
R. 20.00'
L c 7.98'
9-50
Tan: 4.04'
CA: 22.51'40"
Chd: B 32'87'12'
E 7.03'
B-56
S 21.31'22' E
13.44'
B-57
Rc 30.00'
L c 11.42'
0.49
Tan: 5.78'
CA: 21.48'25"
B-47
Chd: 8 32125'34'
E 11.35'
8-68
S 43.19'46' E
17.38'
8.59
R. 30,00'
Lc 26.47'
5.46
Tan: 14.16'
CA: 60'33'00'
8.45
Chd: 8 68.36'17'
E 26.62'
B-50
N 86.07'13' E
4.66'
8.61
R- 40.00'
L - 4.88'
5.69
Ten: 2.45'
CA: 6.69'46'
5.70
Chd: S B6.26'38'
E 4.98'
B-628
89665131' E
161.28'
B -a3
8 50'25'23' W
20.21'
Walkway (Non Impervious)
N
Zone
1 Impact #4 3073 sq. ft.
Course
Bearing
Distance
8.64
N 25'45'32' W
48.42'
B-65
N 12°37'31' W
71.86'
B-88
N 00'41'61' W
45.78'
8.87
R= 35.00'
L c 8.36'
Tan: 4.20'
CA: 13.40'40'
Chd: N 01461.31' W
8.34'
8-68
N 04.58'49' E
10.27'
9-50
R- 30.00'
L -5.06'
Tan: 2.64'
CA: 9'40'00'
Chd: S 76.31'10" E
6.08'
B-49
N 04.68'49" E
61.64'
0.49
N 07"52'41' E
39.77'
B-47
R. 30.00'
L = 6.74'
Tan: 2.88'
A: 10'88'00'
Chd: N 13'21'41" E
5,73'
5.46
N 18'50'41' E
43.41'
8.45
R= 30.00'
L - 17.87'
Tan: 9.05'
CA: 33'33'28"
Chd: N 35.37'24' E
17.32'
5.69
B 18'50'41' W
80.00'
5.70
R= 25.00'
L o 4.79'
Ten: 2.40'
CA: 10.58'00"
Chd: 6 13.21'41" W
4.78'
B-71
8 07.52'41' W
39.84'
8-72
8 04'58'49' W
81.04'
8.73
R= 26.00'
L - 5.97'
Tan:3.00'
CA: 13'40'40"
Chd: S 01'51'31" E
5.98'
8-74
6 08.41'51' E
46.44'
B-75
S 12.37'31' E
70.16'
B-76
S 25.45'32' E
81.29'
8-77
R= 40.00'
L - 39.91'
Tan: 21.80'
CA: 67.10'14'
Chd: S 54.20139' E
36.28'
B-60
5 86.07'13' W
4.86'
8.59
R= 30.00'
L c 26.47'
Tan: 14,16'
CA: 60.33100'
Chd: N 68.36417' W
26.82'
8.88
N 43'19'46' E
17.38'
B-57
Rc 30.00'
L c 11.42'
Tan: 5.70'
CA: 21.48'26'
Chd: N 32'25'34' W
11.36'
8.66
N 21'31'22' W
13.44'
8.56
R= 20.00'
L e 7.98'
Tan: 4.04'
CA: 22.51'40'
Chd:: N 32.57'12" W
7.93'

4
A
Stream 1, 30
I m"
Temporary Access
Impact /I
Cream 1 11 sq. f
Course Bearing IDistance
Ti-! S 77°05'30° E
PI -44 SOS"11'10• E
PI -45 N72'01'36" W1
4.35'
PI -5 N 05'11'10" W 1
2.64'
Temporary Access
Impact #2
Stream 1 8 sq. ft.
Course Bearing
Distance
TI -2 N 70'37'52' W
5.08'
PI.10 N 30'09'50' E
1.17'
PI -g N 42'14'32' E
0.34'
PI -46 S 72'01'361 E
5.46'
PI -40 S 43'52'34' W
1.76'
—Weems Area 3 pt -a Rt�l
163 sq. fA,_,
1 11
Area
Temporary Excavation
Impact #3
Stream 1 30 sq. ft.
Course searing joistance
TI .3 s 48°26'38" E 5.89'
TI -4 a 05°11'10' E 1 7.29'
TI -5 N 48.28'36' W 5.83'
TI -6 N 05°11'10" W 7.29'
Temporary Excavation
Impact Wetlands Area 3
163 sq. ft.
Course I searing Distance
TI.7 N 32'17.51' E 6.16'
TI.B N 86631'22' E 11.55'
TI -9 3 48'28'38" E 18.59'
TI.6 6 05'11'10' E 7.29'
TI -10 N 48'28'38' W 21.82
TI -11 8 86'31'22" W 13-08'
r-tz Temporary Excavation Impact Wetlands Sheet Eipt of Nine
zYSti Area 2, 175 sq. ft. Wetlands Impacts
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mporary Access Impact'2 1 \,
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Wetlands Impacts
Black Creek Estates
1955 Eddie Howard Rd Fiuquay—Varma, NC 27528
Town of Fuquay—Varina Middle Creek Township
Wake County, NC Zoned. AR
Scale: 1 " = 20' Date 3-17-17
PI7V• 0886.01-07-9384 REM: 0110898
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REVISED: Number of Sheets 8-21-17
REVISED: Consultant Comments 8-29-17
Permanent Fill Impacts Wetlands
Area i 301 sq. ft.
Course Bearing Distanoe
PI -49 3 31'01'51' W 12.22'
PI.50 N 72.21'21' W 15.74'
PI.51 N25.06103' E 22.50'
PI -52 S 40.04'07' E 19.68'
For Sites Where The Satire Actual
duriadictional Boundary Is Ditogted
This certifies that this copy of this plat accurately
depicts the boundary of the jurisdiction of Section
404 of the Clean (later Act as determined by the
undersigned on this date. Unless there Is a change
In the law or our published regulations, the determination
of Section 404 Furladiction may be relied upon for a
period not to arosed flue (6) years h'om this date. The
undaraigned oompleted this determination utilising the
appropriate Regional Supplement to the 1987 U.S. Army
Corps of Engineers Wetlands DOB "flon Manual.
Regulatory Official:
Title:
Date.,
USACE Action M.

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SCALE:
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1" = 4' VER.
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354
353
352
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350
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338
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0+00

6/3/2017 IPaC: Resources
IPaC U.S. Fish & Wildlife Service
IPaC resource list
This report is an automatically generated list of species and other resources such as critical habitat (collectively referred to as trust resources)
under the U.S. Fish and Wildlife Service's (USFWS) jurisdiction that are known or expected to be on or near the project area referenced below.
The list may also include trust resources that occur outside of the project area, but that could potentially be directly or indirectly affected by
activities in the project area. However, determining the likelihood and extent of effects a project may have on trust resources typically requires
gathering additional site-specific (e.g., vegetation/species surveys) and project -specific (e.g., magnitude and timing of proposed activities)
information.
Below is a summary of the project information you provided and contact information for the USFWS office(s) with jurisdiction in the defined
project area. Please read the introduction to each section that follows (Endangered Species, Migratory Birds, USFWS Facilities, and NWI
Wetlands) for additional information applicable to the trust resources addressed in that section.
Project information
NAME
Black Creek Estates
LOCATION
Wake County, North Carolina
DESCRIPTION
Residential Development
Local office
Raleigh Ecological Services Field Office
t. [phone]
19 [phone]
MAILING ADDRESS
Post Office Box 33726
Raleigh, NC 27636-3726
PHYSICAL ADDRESS
551 Pylon Drive, Suite F
Raleigh, NC 27606-1487
Endangered species
This resource list is for informational purposes only and does not constitute an analysis of project level impacts.
The primary information used to generate this list is the known or expected range of each species. Additional areas of influence (AOI) for
species are also considered. An AOI includes areas outside of the species range if the species could be indirectly affected by activities in that
area (e.g., placing a dam upstream of a fish population, even if that fish does not occur at the dam site, may indirectly impact the species by
reducing or eliminating water flow downstream). Because species can move, and site conditions can change, the species on this list are not
guaranteed to be found on or near the project area. To fully determine any potential effects to species, additional site-specific and project -
specific information is often required.
https://ecos.fws.govf pac/projecU3YXM J7L6KR H DD H 5LCT2R N VF71U/resources 1/5

6/3/2017
IPaC: Resources
Section 7 of the Endangered Species Act requires Federal agencies to "request of the Secretary information whether any species which is listed
or proposed to be listed may be present in the area of such proposed action" for any project that is conducted, permitted, funded, or licensed
by any Federal agency. A letter from the local office and a species list which fulfills this requirement can only be obtained by requesting an
official species list from either the Regulatory Review section in IPaC (see directions below) or from the local field office directly.
For project evaluations that require USFWS concurrence/review, please return to the IPaC website and request an official species list by doing
the following:
1. Log in to IPaC.
2. Go to your My Projects list.
3. Click PROJECT HOME for this project.
4. Click REQUEST SPECIES LIST.
Listed species'- are managed by the Endangered Species Program of the U.S. Fish and Wildlife Service.
1. Species listed under the Endangered Species Act are threatened or endangered; IPaC also shows species that are candidates, or proposed,
for listing. See the listingstatus page for more information.
The following species are potentially affected by activities in this location:
Birds
NAME STATUS
Red -cockaded Woodpecker Picoides borealis Endangered
No critical habitat has been designated for this species.
httDS7//eCOS.fws.gov/eci)/si)ecies/7614
Clams
NAME STATUS
Dwarf Wedgemussel Alasmidonta heterodon Endangered
No critical habitat has been designated for this species.
https://ecos.fws gov/ecp/species/784
Yellow Lance Elliptio lanceolata Proposed Threatened
No critical habitat has been designated for this species.
htti)s://ecos.fws.gov/ecc)/,5oecies/4SI 1
Flowering Plants
NAME STATUS
Michaux's Sumac Rhus michauxii Endangered
No critical habitat has been designated for this species.
https'//ecos.fws.gov/ecp/species/5217
11l
NAME STATUS
Northern Long-eared Bat Myotis septentrionalis Threatened
No critical habitat has been designated for this species.
https://ecos.fws.gov/eco/species/9045
Critical habitats
Potential effects to critical habitat(s) in this location must be analyzed along with the endangered species themselves.
THERE ARE NO CRITICAL HABITATS AT THIS LOCATION.
Migratory birds
Certain birds are protected under the Migratory Bird Treaty Act! and the Bald and Golden Eagle Protection ActZ.
https://ecos.fws.govfipac/projecV3YXMJ7L6KRHDDH5LCT2RNVF7IU/resources 2/5

6/3/2017
IPaC: Resources
Any activity that results in the L�ikeltcz...h�.0dSS...kl�.r..m...piusue._.hunS�shc�.Rt . l.Qu.Ctd._ Ill....kl p..._ca tu.r....0r..� I1��G..s�I...S4.aMem.pt._W._e.ngaga.ira any
S.u.cla_conduct) of migratory birds or eagles is prohibited unless authorized by the U.S. Fish and Wildlife Service'. There are no provisions for
allowing the take of migratory birds that are unintentionally killed or injured.
Any person or organization who plans or conducts activities that may result in the take of migratory birds is responsible for complying with the
appropriate regulations and implementing appropriate conservation measures.
1. The Migratory Birds Treaty Act of 1918.
2. The Bald and Golden Eagle Protection Act of 1940.
3. 50 C.F.R. Sec. 10.12 and 16 U.S.C. Sec. 668(a)
Additional information can be found using the following links:
• Birds of Conservation Concern http://www.fws.gov/birds/management/managed-s ep cies/
birds-of-conservation-concern.php
• Conservation measures for birds http://www fws gov/birds/managemenUproroject-assessment-tools-and-guidance/
conservation-measures.phhp
• Year-round bird occurrence data http://www.birdscanada.org/birdmon/default/datasummaries.isp
The migratory birds species listed below are species of particular conservation concern (e.g. Birds of Conservation Concern) that may be
potentially affected by activities in this location. It is not a list of every bird species you may find in this location, nor a guarantee that all of the
bird species on this list will be found on or near this location. Although it is important to try to avoid and minimize impacts to all birds, special
attention should be made to avoid and minimize impacts to birds of priority concern. To view available data on other bird species that may
occur in your project area, please visit the AKN Histogram Tools and Other Bird Data Resources. To fully determine any potential effects to
species, additional site-specific and project -specific information is often required.
NAME SEASON(S)
American Bittern Botaurus lentiginosus Wintering
https://ecos,fws.gov/ec /species/6582
American Kestrel Falco sparverius paulus Year-round
Bald Eagle Haliaeetus leucocephalus Year-round
httos://ecos.fws.gov/ec //ssoecies/1626
Brown -headed Nuthatch Sitta pusilla Year-round
Chuck -will's -widow Caprimulgus carolinensis Breeding
Fox Sparrow Passerella iliaca Wintering
Kentucky Warbler Oporornis formosus Breeding
Least Bittern Ixobrychus exilis Breeding
h ttps://ecos.fws.gov/e cp/soeci es/617S
Loggerhead Shrike Lanius ludovicianus Year-round
haps//ecosfws.gov/ecp/species/8833
Prairie Warbler Dendroica discolor Breeding
Prothonotary Warbler Protonotaria citrea Breeding
Red-headed Woodpecker Melanerpes erythrocephalus Year-round
Rusty Blackbird Euphagus carolinus Wintering
Sedge Wren Cistothorus platensis Migrating
Short -eared Owl Asio flammeus Wintering
http s://ecos.fws.gov/eco/soe ci es/9295
Swainson's Warbler Limnothlypis swainsonii Breeding
https://ecos.fws.govfipaGprojecY3YXMJ7L6KRHDDH5LCT2RNVF71U/resources 3/5

6/3/2017 IPaC: Resources
Wood Thrush Hylocichla mustelina Breeding
Worm Eating Warbler Helmitheros vermivorum Breeding
What does IPaC use to generate the list of migratory bird species potentially occurring in my specified location?
Landbirds:
Migratory birds that are displayed on the IPaC species list are based on ranges in the latest edition of the National Geographic Guide, Birds of North America (6th
Edition, 2011 by Jon L. Dunn, and Jonathan Alderfer). Although these ranges are coarse in nature, a number of U.S. Fish and Wildlife Service migratory bird biologists
agree that these maps are some of the best range maps to date. These ranges were clipped to a specific Bird Conservation Region (BCR) or USFWS Region/Regions,
if it was indicated in the 2008 list of Birds of Conservation Concern (BCC) that a species was a BCC species only in a particular Region/Regions. Additional
modifications have been made to some ranges based on more local or refined range information and/or information provided by U.S. Fish and Wildlife Service
biologists with species expertise. All migratory birds that show in areas on land in IPaC are those that appear in the 2008 Birds of Conservation Concern report.
Atlantic Seabirds:
Ranges in IPaC for birds off the Atlantic coast are derived from species distribution models developed by the National Oceanic and Atmospheric Association (NOAH)
National Centers for Coastal Ocean Science (NCCOS) using the best available seabird survey data for the offshore Atlantic Coastal region to date. NOAANCCOS
assisted USFWS in developing seasonal species ranges from their models for specific use in IPaC. Some of these birds are not BCC species but were of interest for
inclusion because they may occur in high abundance off the coast at different times throughout the year, which potentially makes them more susceptible to certain
types of development and activities taking place in that area. For more refined details about the abundance and richness of bird species "Miro your project area off
the Atlantic Coast, see the Northeast Ocean Data Portal. The Portal also offers data and information about other types of taxa thatIrno be'belpful in your project
review.
About the NOAANCCOS models: the models were developed as partof the NOAANCCOS project: Integnikive,50tostiMAdddellne and Predictive Mapping of Marine
Bird Distributions and Abundance on the Atlantic Outer Continental Shelf. The models resulting fromhis project are being used in a number of decision-
support/mapping products in order to help guide decision-making on activities off the Atlantic Copst with the goal of reducing impacts to migratory birds. One such
product is the Northeast Ocean Data Portalwhich can be used to explore details aboutthet 64tive occurrence and abundance of bird species in a particular area
off the Atlantic Coast.
Ali migratory bird range maps within IPaC are continuously being updated as new and better information becomes available.
Can 1 get additional information about the levels of occurrence in my project area of specific birds or groups of birds listed in Mae
Landbirds:
The Avian Knowledge Notvo&JAKNI provides a tool currently called the "Histogram Tool", which draws from the data within the AKN Qatest,survey, point count,
citizen science datasets) & create a view of relative abundance of species within a particular location over the course of the year. The results of the tool depict the
frequency of detection of a species in survey events, averaged between multiple datasets within AKN in a particular week of the year. You may access the histogram
tools through the MieratoBird Programs AKN Histogram Tools webpage.
The tool is currently available for 4 regions (California, Northeast U.S., Southeast U.S. and Midwest), which encompasses the following 32 states: Alabama, Arkansas,
California, Connecticut, Delaware, Florida, Georgia, Illinois, Indiana, Iowa, Kentucky, Louisiana, Maine, Maryland, Massachusetts, Michigan, Minnesota, Mississippi,
Missouri, New Hampshire, New Jersey, New York, North, Carolina, Ohio, Pennsylvania, Rhode Island, South Carolina, Tennessee, Vermont, Virginia, West Virginia,
and Wisconsin.
In the near future, there are plans to expand this tool nationwide within the AKN, and allow the graphs produced to appear with the list of trust resources
generated by IPaC, providing you with an additional level of detail about the level of occurrence of the species of particular concern potentially occurring in your
project area throughout the course of the year.
Atlantic Seabirds:
For additional details about the relative occurrence and abundance of both individual bird species and groups of bird species within your project area off the
Atlantic Coast, please visit the Northeast ocean Data Portal. The Portal also offers data and information about other taxa besides birds that may be helpful to you in
your project review. Alternately, you may download the bird model results files underlying the portal maps through the NOAANCCOS Integrative Statistical Madeline
and Predictive Mappine of Marine Bird Distributions and Abundance on the Atlantic Outer Continental Shelf project webpage.
Facilities
Wildlife refuges
Any activity proposed on National Wildlife Refuge lands must undergo a'Compatibility Determination' conducted by the Refuge. Please contact
the individual Refuges to discuss any questions or concerns.
THERE ARE NO REFUGES AT THIS LOCATION.
Fish hatcheries
THERE ARE NO FISH HATCHERIES AT THIS LOCATION.
MpsJ/ecus.fws.govl1pac/project/3YXMJ7L6KRHDDH5LCT2RNVF7IU/resotrces 415

6/3/2017
IPaC: Resources
Wetlands in the National Wetlands Inventory
Impacts to NWI wetlands and other aquatic habitats may be subject to regulation under Section 404 of the Clean Water Act, or other
State/Federal statutes.
For more information please contact the Regulatory Program of the local U.S ArmyCorps of Engineers District.
This location overlaps the following wetlands:
FRESHWATER POND
PUBHh
A full description for each wetland code can be found at the National Wetlands Inventory website: https://ecos.fws.gov/ipac/wetlands/decoder
Data limitations
The Service's objective of mapping wetlands and deepwater habitats is to produce reconnaissance level information on the location, type and size of these
resources. The maps are prepared from the analysis of high altitude imagery. Wetlands are identified based on vegetation, visible hydrology and geography. A
margin of error is inherent in the use of imagery; thus, detailed on -the -ground inspection of any particular site may result in revision of the wetland boundaries or
classification established through image analysis.
The accuracy of image interpretation depends on the quality of the imagery, the experience of the image analysts, the amount and quality of the collateral data and
the amount of ground truth verification work conducted. Metadata should be consulted to determine the date of the source imagery used and any mapping
problems.
Wetlands or other mapped features may have changed since the date of the imagery or field work. There may be occasional differences in polygon boundaries or
classifications between the information depicted on the map and the actual conditions on site.
Data exclusions
Certain wetland habitats are excluded from the National mapping program because of the limitations of aerial imagery as the primary data source used to detect
wetlands. These habitats include seagrasses or submerged aquatic vegetation that are found in the intertidal and subtidal zones of estuaries and nearshore coastal
waters. Some deepwater reef communities (coral or tuberficid worm reefs) have also been excluded from the inventory. These habitats, because of their depth, go
undetected by aerial imagery.
Data precautions
Federal, state, and local regulatory agencies with jurisdiction over wetlands may define and describe wetlands in a different manner than that used in this inventory.
There is no attempt, in either the design or products of this inventory, to define the limits of proprietary jurisdiction of any Federal, state, or local government or to
establish the geographical scope of the regulatory programs of government agencies. Persons intending to engage in activities involving modifications within or
adjacent to wetland areas should seek the advice of appropriate federal, state, or local agencies concerning specified agency regulatory programs and proprietary
jurisdictions that may affect such activities.
https://ecos.fws.govf pac/project/3YXM J7L6KR H D D H 5LCT2R N VF71 U/resources 5/5

- 6/3/20*
Wake County Endangered Species, Threatened Species,Federal Species of Concern, and Candidate Species
Endangered Species, Threatened Species,Federal Species of Concern,
and Candidate Species,
Wake County, North Carolina
Updated: 04-06-2017
Common Name
Vertebrate:
American eel
Bachman's sparrow
Bald eagle
Carolina darter
Carolina madtom
Northern long-eared bat
Pinewoods shiner
Red -cockaded woodpecker
Roanoke bass
Southeastern myotis
Southern hognose snake
Invertebrate:
Atlantic pigtoe
Diana fritillary (butterfly)
Dwarf wedaemussel
Green floater
Yellow lance
Vascular Plant:
Bog spicebush
Grassleaf arrowhead
Michaux's sumac
Sweet pinesap
Virginia least trillium
Nonvascular Plant:
Scientific name
Federal
Record Status
Status
Anguilla rostrata
FSC
Current
Aimophila aestivalis
FSC
Historic
Haliaeetus leucocephalus
BGPA
Current
Etheostoma collis lepidinion
FSC
Probable/potential
Noturus furiosus
FSC
Current
Myotis septentrionalis
T
Current
Lythrurus matutinus
FSC
Current
Picoides borealis
E
Current
Ambloplites cavifrons
FSC
Current
Myotis austroriparius
FSC
Historic
Heterodon simus
FSC
Obscure
Fusconaia masoni
FSC
Current
Speyeria diana
FSC
Current
Alasmidonta heterodon
E
Current
Lasmigona subviridis
FSC
Current
Elliptio lanceolata
P
Current
Lindera subcoriacea
FSC
Current
Sagittaria weatherbiana
FSC
Historic
Rhus michauxii
E
Current
Monotropsis odorata
FSC
Historic
Trillium pusillum var. virginianum
FSC
Current
httpsl/www.fws.gov/raleig[Vspecies/cntylist/wake.html 1/2

6/3/2017 Wake County Endangered Species, Threatened Species,Federal Species of Concern, and Candidate Species
Lichen:
Definitions of Federal Status Codes:
E = endangered. A taxon "in danger of extinction throughout all or a significant portion of its range."
T = threatened. A taxon "likely to become endangered within the foreseeable future throughout all or a
significant portion of its range."
C = candidate. A taxon under consideration for official listing for which there is sufficient information to
support listing. (Formerly "Cl" candidate species.)
BGPA =Bald and Golden Eagle Protection Act. See below.
FSC=Federal Species of Concern. FSC is an informal term. It is not defined in the federal Endangered Species
Act. In North Carolina, the Asheville and Raleigh Field Offices of the US Fish and Wildlife Service (Service)
define Federal Species of Concern as those species that appear to be in decline or otherwise in need of
conservation and are under consideration for listing or for which there is insufficient information to support
listing at this time.Subsumed under the term "FSC" are all species petitioned by outside parties and other
selected focal species identified in Service strategic plans, State Wildlife Action Plans, or Natural Heritage
Program Lists.
T(S/A) = threatened due to similarity of appearance. A taxon that is threatened due to similarity of appearance
with another listed species and is listed for its protection. Taxa listed as T(S/A) are not biologically endangered
or threatened and are not subject to Section 7 consultation. See below.
EXP = experimental population. A taxon listed as experimental (either essential or nonessential). Experimental,
nonessential populations of endangered species (e.g., red wolf) are treated as threatened species on public land,
for consultation purposes, and as species proposed for listing on private land.
P = proposed. Taxa proposed for official listing as endangered or threatened will be noted as "PE" or "PT",
respectively.
Bald and Golden Eagle Protection Act (BGPA):
In the July 9, 2007 Federal Register( 72:37346-37372), the bald eagle was declared recovered, and removed (de-
listed) from the Federal List of Threatened and Endangered wildlife. This delisting took effect August 8,2007.
After delisting, the Bald and Golden Eagle Protection Act (Eagle Act) (16 U.S.C. 668-668d) becomes the
primary law protecting bald eagles. The Eagle Act prohibits take of bald and golden eagles and provides a
statutory definition of "take" that includes "disturb". The USFWS has developed National Bald Eagle
Management Guidelines to provide guidance to land managers, landowners, and others as to how to avoid
disturbing bald eagles. For mor information, visit httn://www.fws.gov/migratoUbirds/baldeaule.htm
Threatened due to similarity of appearance(T(S/A)):
In the November 4, 1997 Federal Register (55822-55825), the northern population of the bog turtle (from New
York south to Maryland) was listed as T (threatened), and the southern population (from Virginia south to
Georgia) was listed as T(S/A) (threatened due to similarity of appearance). The T(S/A) designation bans the
collection and interstate and international commercial trade of bog turtles from the southern population. The
T(S/A) designation has no effect on land management activities by private landowners in North Carolina, part of
the southern population of the species. In addition to its official status as T(S/A), the U.S. Fish and Wildlife
Service considers the southern population of the bog turtle as a Federal species of concern due to habitat loss.
Definitions of Record Status:
Current - the species has been observed in the county within the last 50 years.
Historic - the species was last observed in the county more than 50 years ago.
Obscure - the date and/or location of observation is uncertain.
Incidental/migrant - the species was observed outside of its normal range or habitat.
Probable/potential - the species is considered likely to occur in this county based on the proximity of known
records (in adjacent counties), the presence of potentially suitable habitat, or both.
https:/twww.fws.gov/ral6g[Vspecies/cntylist/wake.html 2/2

.a �m
North Carolina Department of Natural and Cultural Resources
Natural Heritage Program
Governor Roy Cooper Secretary Susi H. Hamilton
June 3, 2017
Alex Adams
Adams Soil Consulting
1676 Mitchell Road
Angier, NC 27501
RE: Black Creek Wetlands
Dear Alex Adams:
NCNHDE-3627
The North Carolina Natural Heritage Program (NCNHP) appreciates the opportunity to provide information
about natural heritage resources for the project referenced above.
A query of the NCNHP database, based on the project area mapped with your request, indicates that there are
no records for rare species, important natural communities, natural areas, or conservation/managed areas
within the proposed project boundary. Please note that although there may be no documentation of natural
heritage elements within the project boundary, it does not imply or confirm their absence; the area may not have
been surveyed. The results of this query should not be substituted for field surveys where suitable habitat exists.
In the event that rare species are found within the project area, please contact the NCNHP so that we may
update our records.
The attached 'Potential Occurrences' table summarizes rare species and natural communities that have been
documented within a one -mile radius of the property boundary. The proximity of these records suggests that
these natural heritage elements may potentially be present in the project area if suitable habitat exists and is
included for reference. Tables of natural areas and conservation/managed area within a one -mile radius of the
project area, if any, are also included in this report.
Please note that natural heritage element data are maintained for the purposes of conservation planning, project
review, and scientific research, and are not intended for use as the primary criteria for regulatory decisions.
Information provided by the NCNHP database may not be published without prior written notification to the
NCNHP, and the NCNHP must be credited as an information source in these publications. Maps of NCNHP
data may not be redistributed without permission.
The NC Natural Heritage Program may follow this letter with additional correspondence if a Dedicated Nature
Preserve (DNP), Registered Heritage Area (RHA), Clean Water Management Trust Fund (CWMTF) easement,
or Federally -listed species are documented near the project area.
If you have questions regarding the information provided in this letter or need additional assistance, please
contact Rodney A. Butler at rodney.butler )ncdcr.gov or 919.707.8603.
Sincerely,
NC Natural Heritage Program
MAILING ADDRESS: Telephone: [phone] LOCATION
1651 Mail Service Center www.ncnhp.org 121 West Jones Street
Raleigh, NC 27699-1651 Raleigh, NC 27603

Natural Heritage Element Occurrences, Natural Areas, and Managed Areas Within a One -mile Radius of the Project Area
Black Creek Wetlands
June 3, 2017
NCNHDE-3627
Element Occurrences Documented Within a One -mile Radius of the Project Area
Taxonomic EO ID Scientific Name Common Name
Last
Element Accuracy Federal
State Global State
Group
Observation
Occurrence Status
Status Rank Rank
Date
Rank
Dragonfly or 32043 Coryphaeschna ingens Regal Darner
2004 -Pre
H? 5 -Very ---
Significantly G5 S2?
Damselfly
Low
Rare
No Natural Areas are Documented Within a One -mile Radius of the Project Area
Managed Areas Documented Within a One -mile Radius of the Project Area
Managed Area Name Owner Owner Type
Wake County Open Space Wake County: multiple local government Local Government
Definitions and an explanation of status designations and codes can be found at hhttps://ncnhde.natureserve ora/content/help. Data query generated on June 3, 2017; source: NCNHP, Q2 April 2017. Please resubmit your
information request if more than one year elapses before project initiation as new information is continually added to the NCNHP database.
Page 2 of 3

NCNHDE-3627: Black Creek Wetlands
June 3, 2017
Project Boundary
Buffered Project Boundary
Managed Area (MAREA)
Page 3 of 3
1:22,419
0 0.175 0.35 0.7 ml
0 0.3 0.6 1.2 km
Sources: Een, HERE, DeL—e, Int—p, ina—t P Corp., GESCO, USGS,
FAO, NPS. NRCAN, G"Base, IGN, Kadaster NL, Ordnance Survey. Esd Japer,
METI, Esd Chho (Hong Kong), msimtopo, Maprryinda, O OpenStreetMap
cenU bubm and dte GIS Uaer Community

,.G
`. Rte. « 11; 2 . •✓. �� � YJ g i 11 C et .
FLOOD HAZARD INFORMATION
NOTES TO USERS
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CONSTRUCTION PLANS FOR:
BLACK CREEK ESTATES
OWNER/DEVELOPER:
MORGAN DEVELOPMENT COMPANY, LLC
C/O GREGORY KEITH MORGAN
1920 OLD BUIES CREEK ROAD
ANGIER, NC 27501
919-440-6479
vicD m
•••c AUTION—
N.C. UNDERGROUND UTILITIES
CUL SKRv Ra IX.Yu
oL�C�L�OMC�
SEP 1 2 2017
D -WATER RESOURCES
401 & BUFF R PERMITTING
SHEET INDEX
S-1 COVER SHEET
S-2 EXISTING CONDITIONS
S-3 SITE PLAN
S-4 UTILITY PLAN
S-5 GRADING, DRAINAGE,
AND EROSION CONTROL PLAN
S-6 ENLARGED EROSION CONTROL PLAN
S-7 ENLARGED EROSION CONTROL PLAN
S-8 12" WATER MAIN (KENNEBEC RD.)
S-9 12" WATER MAIN (KENNEBEC RD.) &
12" WATER MAIN (EDDIE HOWARD RD.)
S-10 12" WATER MAIN (EDDIE HOWARD RD.)
LANE WIDENING
S -I1 12" WATER MAIN (EDDIE HOWARD RD.)
LANE WIDENING
S-12 DEERE LANDING - PLAN/PROFILE
S-13 THOMAS RIDGE - PLAN PROFILE
S-14 MORGAN POND RD. - PLAN/PROFILE
S-15 DETAILS
S-16 DETAILS
S-17 DETAILS
S-18 DETAILS
S-19 DETAILS
S-20 DETAILS
Enoch
ngineers , P.A.
CONSULTING ENGwms & .SURVEYORS
1403 NC Highway 50 Sooty - Be , NC 27500
DESIGNED BY: E-fl:g' 6 91Yguav9mn'�
aN
N.C. Firm Lk— #C -2D61 • tC
\ C' f
4
al9'" !
PETER E. NORFLEET TEMPLE DATE
DATE: July 24, 2017
PROJECT NO.: 4587 EEVROJECT: asa7
REVISED: p,,_0,-«, Wake
OF 20

�.r FEMA FLOOD HAZARD STATEMENT. "'LEGEND.- NC.Cs N rth CwLv Ce°defla sary y
Olde Judd Drive Variable Public Rf n A portion of Lots sh.- on this plot _ Un Strreyed Tr Wephnn° Pmestel NAD &4 Noreb Amo ". solum of 19aa
Maes Not Surrc ed aft star Me=
_ _ _ _ _ re foc•ted ,.feh;n re< FEMA foo year - rfe or Adfotaing IJo°s FYr lyre 1(edrme NOTES:
r r -_,
Zone
AS", Flood Has" Are. u °Lo n - -- R/ght o! nay L flea Itemt Basement Areae determined by co° dictate ma has. Existing Conditions
�- �— off ouMA dal it y A 200 e0af a�P/s/s �s'Nti' , c ncroe, Mon mme � centedin°� y • �'o nA eiran d- uWe-
Sc
ee .rna�ie.tee. //j
'Sbrla(s NC 42 o I 1 I I _ I ( I I PPI( gritting AL Neil 0.6. Dees EoaY BI a ail Creek Estates
ep�l 1 Pf6 P.i. Nail Set B.M. Book of M.P.
IeNN Eush'ag NAG Nafl PIN Parcel Id-Ucar
I I I I MNa MAG Neo 5.9 Nnmber 1955 Eddie Howard Road Willow Spring, NC 27592
I - zoned: 2u (Fu uay) lss rroa Stake set Ae. A- Town of Fuquay-Varina Scale: 1" - l00'
n I Currtitt Use• dential I I I ass Coetoo spmme set Sq PL no- ret _
¢[[ PP Oo b Pole CP tbmputed Po ­
Judd Creek TOwnslti
Judd es Su division oJf2 o..rha.a sfeeuio une [ ) sereee Aearese
1 Hoot of s 20 P
I Wap {8 age 2079 1 -
e 1 Book ofiYapa 20'16,i�e�.e� 080
T
zzea 8768 dS w G / I / / NOTE.r
A f11 70 - Stght 7.ieagle
/ shell be t— at °es
scree! tersechoas
shown herxon.
�o/fpp9 /
J
VICINITY MAP
No scale
_ / •�- I7
t
PIN.• 0688-08-456
-- Curfentd: e. (Ftlgae �)j
1 G i - lf° �Iub S�Ca l /
1p� 1 - \ dvild Resew Subdlvlsion
6P-¢ - )'Yah
Brothers In"� (�
Deed Book 167 Page b66 /
\ \ \ ok o Ma 016, Page 2079
APProximeis /
tura Con1iona
{ 1
10.
\ \ \ I 1 Zone
I
'u4�Zon4 RA
. Va ant l J,
A�Bbk
ergDee B4,aan 656 Book 1" P 20 '8
b' Oak
P Wake County
Zoned: RA (Fuquay) Dated: 12-20-16
PIN: 0686.01-07-9384 REID: 0110696
¢ 100 200 -
caAPsrc srAra
PREPARED BY
STANCIL & ASSOCIATES
PROFESSIONAL LAND SURVEYOR, P.A. C-0831
98 Depot Street, P.O. Box 730, Angier, N.C. 27501
? [phone] [phone] (FAX)
\'\ stancilsurvey®gmail.com
Owner and Developer
I Morgan Development Company, LLC
1920 Old Buies Creek Road Angier, NC 27501 919-440-6479
,,�yut�•tngygaf,
,tg. ARO Nofn:
I / r•E6 llyas Before eoqutring building permit for lots marked by (�f:) on
`,, J4OQ ¢''• Ne eubdJ=on plat. the bunQer shellobtain a flood basad
Iq - Permft Tram the Toon. An enggii., Wteet or surveyor eban
AIV 06 60-08-9460 n d ry �truoturef within fl°ad hazard "I are asoi&. No re(Nffn Tot ptya
Dad: (FUgngY) •� �• ectloa sof permanent truetums In areas ofnood haze u• softs
LreaL Use: Ve¢enf // - r
11 / Future Phase 2 of 'oa �suRY;.�•'• °o•`° (per aero caantr sone -I,- o Feaer.l-s a een� M.aaaameae
sa74e� Agency (FEMA) Zones) nabl flood away b pleted and
Ju d Resary SubdlviSfon / �, Lestef ;o approved by the 9bwn of Fuq-oy-Vatina er I+EMA
Fish Bro era Inc. rtt°nnuo`P`�
D d Book 15 84, P e 666 / - 9 • NOTE:
/ 4 J / I ( TOIIN COMb�NTS: 6-29-17 °
�I 1 itis plat is a preliminary lot Igyout sheet nly.
\ \ u o It does not conform to C.S.47-30 es amended
,1n 1 \ and is not !.tended for salsa or reaordatloo.
sem/ `� \ \\ ,8 Due to the gmeralfzed nature of this plat• the
i `rte / _/ . \� \. \ m Iota shown 147 or dIsy a net represent eotual lot
\\ layout. Refer to recorded subdivislon pits for
final dimensions end acreages.
BBB -867 2 _ — S B2 I8'47T lOf
Lyi/rrgn oneB 90 aunty ,`Yy`j 7}1e1 B1' zs• ze' z+7<p°` I
J�j rise: Vaca t (Agr uli aM Bt�lF vs
I (us1f be Assa0,ate LP ) r\ Id 1 of..s,_t z�i'm _u08817-87
,(tae¢ BdOY 97 B, Page 2040 4 s'"» // .' ak • I w`, Current Vsa: Den t (u �1fIL)
Stream W °°��ds /�1 _ I \
�� J { \` / Used Book -1 C 6,�aga ■873
/ ♦ � � YeU ds M ea 3 - `� / : atisads Brea s"»t an; ry Book of Mee Page 139
/ . l
Zone
�9 8 Fa � � i+ .sl' s a,m I \ - J j 19ood
Zoned: )j o w/akt 1
` � f
Use: Reatden ( 16i� zA1I S. � J A prosimete. -
/ DoneJd Idd�Sitmtlith `((♦ I'/rb' I ee Line /
° Dead ..6Aaofo 8,V8, IPeka B `� plBAimate�&3 1 \ -� / -
00 ear / / PIN.• 068 27-1681 Line Table Alo ng R/W / f iPlood Lilnft ` \ - J Zoned: R-30 (County) - �i-te s 95.16'14 W Blslanoe
Zone AN 1 I� Bowden
Deed
B d CetUe�erm,tJJ�
A•yo Deed Bo IB62B, age IBoul79 L -e sea ze'a • r aa.o
k C p \ I / I I Boot of flpa 1881 a 198 / L -s s 86 2e'I¢' s 5e.o1
el
y J
I
Riparian Buffer Detail j P gB7e 8(-3 67) �1 / \� 60 g(partaa BvAln •• �� \ /
Not To scare '/ Zoned: Vacant
0 Cova
NO7!!: / Curreax (la VeaTo ( ult _
nebe¢ A so Is a,
RrP•r1•a latf! ab 11 be meauree D/ / /D6e Boot BQBJ P' ge 1216
from top f bona. If no bank rJsw, �Q'7$/' De d Book 17 8 e e 20 am
measurement shall be from ceaterlfna U"/ /g
of now. Only outermost nmrta Wustr•ted
for dainty neons
A 20' Parma e t a Public drainage
ait 1, mearured from the conterDne / / ` ` g N �,: A PL
n- (10 feet -oh aide on an Jnarlor / 1 1 \
n o
drelaYs future) (PO leaf Data subfaot \)
property for an art Jor drainage feature)
J •//1 / T — Rad Harard�
I / / Sola Lima
P1 OB7 -88=626������jjjjjj`� e• Una ..: .
one
R 30 (oun¢y)� \ *a #"a A.... Stream Wetlands
Cur ant U e: Reaid 'ui ill ur� iQ;o• <
D nal B aloe FOS
W Bok 4zz, age o -E `
De d Book V 2, Pag 258
1 Deed ¢oo 1400A P e 28 ��I` % je 3•
Dead o B 5, P e 12 7 I '� s eb'a6J��
e r O�lO�
GENERAL NOTES.
1. CONTRACTOR SHALL VERIFY THE LOCATION OF ALL EXISTING
U=LES, AND SHALL BE RESPONSIBLE FOR ANY DAMAGE
RESULTING PROM HIS ACTIVITIES. CALL U7TL(TY LOCATION TffiS DRAWING IS TRE PROPERTY OF 1/
SERVICE 48 HOURS PRIOR TO EXCAVATION. STANCIL & ASSOCIATES. PROFESSIONAL LAND SURVEYOR, P.A.
2. ALL CONSTRUCTION AND MATERIALS SHALL BE IN ACCORDANCE AND IS NOT TO BE REPRODUCED OR COPIED IN WHOLE OR !IV
WITH THE TOWN OF FUQUAY-VARINA AND/OR NC DOT PART WITHOUT PERMISSION. I
STANDARDS AND SPBCJ17CA77ONS. IT IS NOT TO BE USED ON ANY OTHER PROJECT AND IS To BE
S. TOPOGRAPHICAL LVPORVA77ON AS PER WAKE COUNTY. RETURNED UPON REQUEST.
/. CN —9 666048E 976.e4
I ��PW.• 00.1�/•17-81
I \ Zoned: R0 (Couflfy) /
Current Use: V cant (Agfdcult )
'4a-%atherfne upree
\\ I\ ✓06 h A. D res
Deed -Book 8319�ege � /
1 � Botilc of Meps I yB7, �e 1� /
W��+
W ands410, * \ \ e — / / y Old
26 382 Ac. a / / oo
A
96 0687-763
--Zoned: R-30 (C fy)
Current Uegr Vacen (AgrlcuJwre)
E! m Mary% Dup e /
_,Reed Book U 87, Page 538 r BEFORE YOU DIG]
,Approtdm�te _ Book of M 1984/Page 376
! ee Line / I $ / CONTACT ONE -CALL CENTER
NOTE: 1-800-632-4949
./ During the construction of this project
an iron stake is set at a 15' offset from the
/ g actual front (right of way) cornu of an lots.
�_ �- °fie •�_I -_� `_ After the street side slopes and/or shoulders
1i°°"dO"1° • — bave been constructed and stabilized, iron
{✓7 w p,y — 7f'ee Buffer e - _ L-9- r izrlRy�- d�_ stakes wit! be set at all corners es Shown
3L Henai�ge _ _ tz RcP - -- hereon as is to accordance with T1Ue 21,
_ -i4 L -Is L-tS L _ a"� �' Chapter 56, Section .1602, Paragraph (a) of
3R 2786 _ ` - — �1 gar 61b Pablic /W�-- t
' ddd/Uo C ' - the North Caroline Administrative Code.
O�gWfd 6 Pu R
Larc177sp-d .. ja, LWMC-1773 P _

ranuc
I
I I
I II
I b6• I
VICINITY MAP I I I
No Scale
,r 9e t✓'ttaaVV� I
SITE DATA 80+ public
DEED BOOK 10641, PAGE 694
TOTAL AREA IN TRACT = 26.491 Ac.
AREA IN ADDITIONAL R/)f = 0.109 Ac. I I�
TOTAL AREA NET IN TRACT = 28.3/8�2a Ac.
TOTAL AREA IN DESIGNED ROAD RI ,. = 2.541 Ac.
\ \ eball be PI cad .t a
-street hltareee6onc A.
eb.- hereon.
1 /
PIN: 0886-08-4566 /
Zoned: RA (Fuquv I /
Current Use: Open Space
Judd Reserve Subdivieioa /
Fish Brothers lac.
Deed Book 16784, Page 656 /
Book of Maps 2016, Page 2079
Approximate I
TOTALAREA IN HOA OPEN SPACE = 7.197 Ae.
I
- - - - - -
-
FEMA FLOOD HAZARD STATEMENT
I
IS Annual
Olde Judd Drive Variable Public R/W
REQUIRED M7DMD1f LOT SIZE or 20,0001
A Peru- of Lola shown Ns plat
located within the FEMA 1000
Zone R
/
7� - r T. - —� - - T -
I
- T
I
seer
I
Eone AE•, Aood A zeM Axe hown
/
LARGEST LOT SIZE = 1:203 Ac. I
AVERAGE LOT SIZE = Ac. (30,208 aq. fL)
I
4�b/ a1
D
PEWBID— map No. 372008660N
Sffeetix data: May 2. W06
TOTAL AREA NET T PHASE ONE = 14.487 A.
PHASE
TOTAL NUMBER LOTS PEASE ONE = 14
I
0686
I I I I I
I
BE B i,
o2 a
I'e
NV 4Y
(8-0254)
Zoned:
I Current Use: Vacant
1
(
MINIMUM BUILDINGSETBACKS
PAS
SUN
I I
I
Z
•t
.1d: ed: RA (FulgQno
I
SMALLEST LOT WIDTH ON CUL-DE-SAC = 43.3 FEED I
FRONT DWELLING = 36 feet
2ie6
i CurrEiut Dae: Rea{(dential I
I
I
A.
HIDE = feet
RSAR
n >h +i R
Judd Reserve Sul division
Boo& Mepa 201 B,
APPROXB/ATE TOTAL LENGTH OF THOMAS RIDGE LANE = 690.6 LF
APPROXIMATE TOTAL LENGTH OF MORGAN POND DRIVE = 1,014.3 LF
3
= 30 feet
CORNER SIDS = 26 feet
�M ,�
yep
I oP Page 2078 I
I I I Book of I Maps 2018,1 Page 2080 I
I
MIN LOT WIDTH - 90 tea1.t
MAR HEIGHT = 40 feet
dr.;aaga feature,) (E0 feet onto subject
properly for as ,surd, dralnaga fast.—)
Middle Creek Township
LOTS SERVED BY INDIVIDUAL SEPTIC SYSTEMS AND FUQUAY-VARNA
-
County
d Slectrlc Liner
MUNCIPAL WATER
I —
I IS,
NOTE,
ALL CONSTRUCTION TO BE IN ACCORDANCE WITH THE TOWN
FUQUAY-VARINA AND/OR NCDOT STANDARDS AND SFECRIICA77ONS 1
I
_
tr
A 10' a 70' Sigh! 7Heaa/e
ranuc
I
I I
I II
I b6• I
VICINITY MAP I I I
No Scale
,r 9e t✓'ttaaVV� I
SITE DATA 80+ public
DEED BOOK 10641, PAGE 694
TOTAL AREA IN TRACT = 26.491 Ac.
AREA IN ADDITIONAL R/)f = 0.109 Ac. I I�
TOTAL AREA NET IN TRACT = 28.3/8�2a Ac.
TOTAL AREA IN DESIGNED ROAD RI ,. = 2.541 Ac.
\ \ eball be PI cad .t a
-street hltareee6onc A.
eb.- hereon.
1 /
PIN: 0886-08-4566 /
Zoned: RA (Fuquv I /
Current Use: Open Space
Judd Reserve Subdivieioa /
Fish Brothers lac.
Deed Book 16784, Page 656 /
Book of Maps 2016, Page 2079
Approximate I
TOTALAREA IN HOA OPEN SPACE = 7.197 Ae.
I
r'nev Surveyed LEGEND:
F tore Conditions
TOTAL NUMBER LOTS = 24
I
IS Annual
I
REQUIRED M7DMD1f LOT SIZE or 20,0001
I
Zone R
/
SMALLEST LOT SIZE = 0.628 Aa (22,832 eq. tt)
Current Use: Vacant (Agriculture) ,
Kennebec Associates, LP •
10
/
LARGEST LOT SIZE = 1:203 Ac. I
AVERAGE LOT SIZE = Ac. (30,208 aq. fL)
I
4�b/ a1
D
\\Jl
TOTAL AREA NET T PHASE ONE = 14.487 A.
PHASE
TOTAL NUMBER LOTS PEASE ONE = 14
I
0686
.as P.A. Neu
measure neat lance ovetarli..
of flow. only -hu-cat HoutzJ11-treted
for clarity rsuov.
BE B i,
o2 a
I'e
TOTAL AREA NET DV PHASE TWO = 8.806 Aa
TOTAL LOTH PEASE TWO = 10
(8-0254)
Zoned:
I Current Use: Vacant
1
(
+ +{
PAS
SUN
67LONUMBER
SMALLEST LOT WIDTB = 877 F88T
Fish Brothers Inc.
A 20' Permanent k Public drainage-
..--t Ir measured from Nenterllae
layout Refer to recorded subdivision pints for
1955 Eddie Howard Road
SMALLEST LOT WIDTH ON CUL-DE-SAC = 43.3 FEED I
I Deed Book 15784, Page 668'
1fIV5
ISS
YAG Nan SetN.mber
!run stake Bet
A.
APPROAZVATE TOTAL LENGTH OF STREET DEERE LANDING DR = 357.7 LF I
Book of Map. 2016, Page 2079
-
Town of Fuquay—Varina � -
APPROXB/ATE TOTAL LENGTH OF THOMAS RIDGE LANE = 690.6 LF
APPROXIMATE TOTAL LENGTH OF MORGAN POND DRIVE = 1,014.3 LF
I
453
PP
ORE
co Hoa ?pall. See
Peeer.de
Overlie
STREETS ARE TO BE PUBLIC DEDICATED
aquex fee!
Ce
Ad Paint
Street Addrcar
dr.;aaga feature,) (E0 feet onto subject
properly for as ,surd, dralnaga fast.—)
Middle Creek Township
LOTS SERVED BY INDIVIDUAL SEPTIC SYSTEMS AND FUQUAY-VARNA
-
County
d Slectrlc Liner
MUNCIPAL WATER
I —
I IS,
Zoned: RA (Fuquay)
ALL CONSTRUCTION TO BE IN ACCORDANCE WITH THE TOWN
FUQUAY-VARINA AND/OR NCDOT STANDARDS AND SFECRIICA77ONS 1
I
_
tr
WIZ576
DilAUVACE EASEMENTS SUBJECT TO CHANGE UPON APPROVAL OF I
PIN, OB7 867
I
/ We ends 02
"I• I
Adeda a. iF.nw° ook
SO2 AND EROSION PLAN.
DEVELOPER SHAEL CONFORM TO ALL WAKE COUNTY AND/OR TOWN
Zoned: , (Co
(County)
IP
FLOG
H.3muai-atroweBlr ,
Byperaoue a
OF FUQUAY-VARINA SO2 AND EROSION CONTROL REGULATIONS.
I
Vaca
Current Use: Vaeaat (Agriculture)
Kennebec Associates, LP
I
'P
PIN: 0676-96-52Mx�\
7n..d: R -AD /r mrnfwl\
n h
0 Riperiao Buff
ch side of orae9y
PERMANENT OPEN SPACE TO Al DEDICATED TO HONSOWNdRS ASSOCGTTON.
Deed Book 8788, Page 2040
T '
NEIGHBORHOOD RECREATION AREA REQUIREMENT SHALL B8 MET
WITH FEE DV LIEU OF DEDICATION
l
© J
A
NO HERITAGE MOBS ARE PLANNED TO BE REMOVED I
I I
-. 0.907 Ac.I '
SEE REZ-2017-04 FOR ZONING CHANGR
SEE BM 2017, PAGE 1162 AND DB 16809, PAGE 1716 and DR 18809,'Ila
PAGE 1721 FOR ANNEXATION
— —
♦-
POPInr
`-
�(,
� w
I I I , i�
PIN. • 0016-97-8682 `
I I I Zoned: R-30 (County);:�
�., o ,24 �Se� Ac. ij ` �a
! went 15;0, Residential (Single%Fa y� �i.� B -.d e.eeo aq. rt i/ -
Donald Judd Smith • 111/// c n Y1afmum MtoaeMs' /®�
/ Anne H. Smith 1>AwranO1 s"r
/ Deed Book 2999, Page 26A Approximate proximr�� � � ��/. �b/Da
1 1 f :Id.wewP.
Flood Limit
Q• / Zone AE h V/ 0.965 dc.
t I Naa�um A.Pw.b/.
1mpw.ioN. smrp. •
/
Riparian Buffer Detail
r'nev Surveyed LEGEND:
TP
/
PIN: 0876-87-3657
Zoned: R-30 (Colmfy)
Sheet Three of Four
I- _ - - - a
e°
Not bLneyed
--- V. or Adlolalz 1Jnaa
- Rlgbt of Ay 1Jvv
Not To .cele
$au
Water Meter
are Rrdreot
Sasemeat
/
/
/�
Current Use: Vacant (Agriculture) ,
Kennebec Associates, LP •
10
R/W
G/L
R/pe Bu!! r rbaB be memured
rom to . bank. H be bmk evert•,
be from
-
4�b/ a1
D
Deed Book 8066, Page 1216
Dead Book 9788, Page 2(140'
+�.\
>\
cam
.as P.A. Neu
measure neat lance ovetarli..
of flow. only -hu-cat HoutzJ11-treted
for clarity rsuov.
BE B i,
o2 a
I'e
WALKWAY AROUND POND: 8-16-17
MW FH
(
+ +{
PAS
SUN
Wetrande
P
A 20' Permanent k Public drainage-
..--t Ir measured from Nenterllae
layout Refer to recorded subdivision pints for
1955 Eddie Howard Road
l
- -
1fIV5
ISS
YAG Nan SetN.mber
!run stake Bet
A.
A—
of fimr AO feet each aide en all Interior
-
Town of Fuquay—Varina � -
Scale:
1 " = 100'
453
PP
ORE
co Hoa ?pall. See
Peeer.de
Overlie
Sq. n
GP
i )
aquex fee!
Ce
Ad Paint
Street Addrcar
dr.;aaga feature,) (E0 feet onto subject
properly for as ,surd, dralnaga fast.—)
Middle Creek Township
Wake
-
County
d Slectrlc Liner
at
Zoned: RA (Fuquay)
Dated:
12-20-16
"I• I
�
+
IP
FLOG
PIN: 0676-96-52Mx�\
7n..d: R -AD /r mrnfwl\
_ °'
l
1 Wetlands
(Area Af4 N -'
wYN
) iSt
arrant Use: Residential and Aerkul ul'e
e L _ ,,. •
Donald Buffelc ``
WHI Book 422, Page O -E
Deed Book 962, - Page 266
/�, /z• r. v + .' Deed Book 1000, Page 300 `
Deed Book 8066, Page 1217 1 g
M w-e.e A se.w••• Ama.rt ani
Thomas Ride Lane
Nar m su
�-
r'nev Surveyed LEGEND:
TP
Telephone Pedesrl
NCD.6 Nolh GroIl" Geodetic Survey
RAD 63 No. American Datum of 1883
Sheet Three of Four
m• 1onk, ^
Not bLneyed
--- V. or Adlolalz 1Jnaa
- Rlgbt of Ay 1Jvv
AN
FR
Ram,
Water Meter
are Rrdreot
Sasemeat
NOTES.'
Amo deba-bled by coord;neta method.
° an are Horizoa tai
- Preliminary Subdivision
9 V
,.•y�
N
e,•'' •s
SLP/RIS &datL+g Boa Pips or Blake
ECM Ebrnog coo at. M..=i
R/W
G/L
Rigbt-of-Ay
G.at.rHn.
d+etan.-Idimenale.e
t^ d dye nP.a nnlwr ntb""" mdie.te°.
BI a ck Creek
Estates
4tH
iy
RPE
.as P.A. Neu
D.B.
Deed Book
WALKWAY AROUND POND: 8-16-17
PIN. 0888-27-1661
aad r not intended for *.les or recordation.
Due N Ne generalized nature of this plat,. the
- Zoned: R-30 (County)
Current Uae: Vacant (Agriculture)
PAS
SUN
P.A. Nan Set
Aatum, MAG Nall
H.Y.
PIN
Book W Mepv
Parcel IdmhDer
layout Refer to recorded subdivision pints for
1955 Eddie Howard Road
Willow Spring,
NC 27592
1fIV5
ISS
YAG Nan SetN.mber
!run stake Bet
A.
A—
-
Town of Fuquay—Varina � -
Scale:
1 " = 100'
453
PP
ORE
co Hoa ?pall. See
Peeer.de
Overlie
Sq. n
GP
i )
aquex fee!
Ce
Ad Paint
Street Addrcar
Middle Creek Township
Wake
-
County
d Slectrlc Liner
at
Zoned: RA (Fuquay)
Dated:
12-20-16
Note:
0- °C• B.ffer sbell bene at a slot-- 26.T of the
end 75Z of Ne shrubs -bell be eve n epscles
It no opening of greeter Nm I6' feat at maturity
Quarcaa vBgmiane (Lve oak)
Dociduoue 1S^e - 60' Xaz 0/c
Arin. selght at planting = e Feet
A—se Mature Spxed = 30-50 Feet
Average Yeture Height = 30-60 Feet
Barber!Nunbergll (Je4mese Barberry)
kbergreen Shrub - !0 0/C
IDn. Height at Plan Eng - IB inches
Average Mature Helgbt = 3-6 Feet
Average Mature Spread = 3-5 Feet
/
Zoned. RAI (Fuquay)
Current Us.: Vacant
Future Phase 8 of
.rudd Reserve Subdivision
Fish Brothers Inc.
Dead Book 16784, Page 656
Natural Hazard Are -
11
Permanent Open Sp..
T ��e4P
l
P
=7i♦A,o� fie
O♦eo'A�e�'�^TLo i
�o0i0o e
4aio0ooOoeoao �e q'�fWat t
♦aavea♦♦ a9a�Aa4
♦ooa�o.-
oe0O0 'q�aOei .I
yb,•.a,
�eaeaa/
��Oiaioi4
000000at
F�a�a�e4
004;
n; , ;, • biioioi
a00a -
"hA 4Z.Os.. S
Algbt-N-WW 6' S' 5• eee160
B'app' •uw'liw 'EKML 10' f EWlF9\\'lPat- ..older stabuu[ \qp
1 1' Per PL
'"FA, R dTo / PAaEYEM OESI \ �l
4:t Z.5' B -a.6 B N-58.30PA.T ENALL TAPER TO MEET
6• A.B.0 I-A8C MSTIM CROWN AND ELOPE
KMWIDENING FOR EDDLE HOWARD ROAD
t. WIDEINING SHALL MATCH THE ROPE CF THE EMSRNG PAVEMENT UNLESS OT-IMNSE DIRECTED BY DIRECTOR OF ENGINPERMG.
Morgan Pond Drive 2 PAVEMENT DENGN SHALL BE AS SHOWN Olt AS CALCLUTED ACC NC TO SPEMCARWS, WHICHEVER IS ORFATER.
NOT iO SCALE 3' W=M MAYBE
MONMED NTM TO- MN ER APPROVAL DE9gt MI13T ADEQUATELY ADIX SS ON -STREET PARKING DRAINAGE ANO SMOOTH
D B' fir^.W�ae A suynp.n Aya,n utr A SDEWAtJ( S.
LOCATION MAY VARY TRW STANDARD SECTION NIERS THE TTMM AM PROPERTY OWER AGREE ON BETTER PEDESTRIAN LOCATON AND
IFICt •P.t�q OE Do NO SnI1BUMSI1Ni0N PUNAS P , Try• A ce C SAR Y
I LAND NeaYVM CYIaTRUat 6TANDAROB t-1 ' w -.A A supn•n —11 11 3. VMERE THE LAND DEVELOPMENT -GE ALLOWS STREET TREES M TILE U— STRIP. A 6 URLITY EASEMENT OR A--& ROW "LL BE ADDED 10
AND mO1NbLHm lt6m SDTIs ]981'5. a IrP• B EACH SIDE OF ROW REGLIM (A).
ZaL°,=0'11 PIN: 0686.01-07-9384 REID: 0110696
ung = B Peet
Height = 10-20 Feet 0 100 Y00
Spread = B-12 Feet
CRAPBIc bLArY
PREPARED BY
STANCIL & ASSOCIATES
PROFESSIONAL LAND SURVEYOR, P.A. C-0831
98 Depot Street, P.O. Box 730, Angier, N.C. 27501
[phone] [phone] (FAX)
(sa+aam Byarngea)
atencilsrlrvey®gmail.com
PI. Plmttn18g = 1B iachee
�� Flgart-•+v-- Iverage Mature Height - 3-6 Feet
Average Metra Spread = 3-5 Feet Owner and Developer
Typical Section of 100 Length Type "p- suffer Morgan Development Company, LLC
The developer reser.aa the right to do. . U.alac Aod oe N
arposed plantivge a sho+m bereoa due to venebaty and coat
e>1e a real Beall Donr lam to the ataoda da of the Lend 1920 Old Buies Creek Road Angier, NC 27501 919-440-6479
Denep t Ordlnense d be selected f- the eppmv md pleating
Bat Tdtfua the Town f lLquv-V Lae standard A;Zic.MI ......•
and ConstrucDeteaa. v0 CAR .Be
tion Note:
e.^,,04' •2285 d rJ+••
'
PIN. 0668-17-9797
Before equaYng , buDding permit for lata marked by (XT) ea
the subdivision plat, Tea builder shall obtain . flood haaerd
•340 .�
1mP.rn.ne SYure. I ., $
permit from Ne Tow.. An eng/neer, erbbfteet or surveyor ahell
cerU Nat ali Hood haserd -He are identified on theplot plea
pr
m• 1onk, ^
pppppg
end no atruclure is witeia /load h...rd soil,. No retHIT" or Ne
r} i aNt •.,�
�d0 • 0�^a
\
\yJ
rection of permanent structures in axes of fiood haze rd
(per Aske C°unty Scils Me pa or Federal Eme ge-y Yaneyement
9 V
,.•y�
N
e,•'' •s
I I
Agency (".) 2o.ea) until flood study is completed d
by Me Town Fuquay-VArlua PINA.
7'
1 Le Lec d
"t
`o
approved of or
tntanN
TOWN COMMENTS: B-29-17
4tH
iy
NOTE.•
Th/s plat is a preliminary lot layout sheet o.{R
TOWN COMMENTS: 7-6-17
a
It does ..I conform N G.S.47-30 as amended
WALKWAY AROUND POND: 8-16-17
PIN. 0888-27-1661
aad r not intended for *.les or recordation.
Due N Ne generalized nature of this plat,. the
- Zoned: R-30 (County)
Current Uae: Vacant (Agriculture)
0.948 Ac_, !
`
11 O
Iota shown may o may not represent actual lot
_ 7 •, r ry
Deed Book 16626, Page 1873
Book of Maps 1981. Page 138
layout Refer to recorded subdivision pints for
�
M mum wmnra• die ry Io
' I
final dimensions and acreages.
g ^•" Y4; Iwk 3z- a°•
"
©5 e,eeomrq.
Yezimu Aaawab I I
,
PIN. 0668-17-9797
' T a.e� -
••w i m_ Aunw.ae ! �'v
Zoned: R-30 (County)
Current Use: Vacant (Agriculture)
1mP.rn.ne SYure. I ., $
Bowden's Band Cattle Farm, LLC
m• 1onk, ^
Deed Book 16526, Page 1873
�•: •'• u• sweet GMm a
Book of Maps 1081, Page 139
i• •:•:I Wetla ds
I
1� I�
I I
,_0_583 A.' 1�$ 1268! dc�
.....e. _-__xt'i�la
10.608 A.(
_.__I
1.208 Ac.
0.613 Ad
I.n
wean Ousv E®y �I
ryq P
iu�A )fdlmvm�Ave,t. e —
Impervloua Su
— — — — — — — — — — —.-
Note
_K ektVy shall be pxvidad o
i
II 4�° I
atrucuo. plan
1tta/ for Ne etormlrater m
- rroa.ing. w9 well as all I
PIN. 0888-27-1661
app8cable documa.ee for I
w f=1=b Impecr. I
- Zoned: R-30 (County)
Current Uae: Vacant (Agriculture)
0.948 Ac_, !
`
11 O
Bowden'. Bend Cattle Farm, LLC
_ 7 •, r ry
Deed Book 16626, Page 1873
Book of Maps 1981. Page 138
b I >O.„",GI•.
�
M mum wmnra• die ry Io
' I
© Imperdnor snrrrpe •-
0.765 A. /
.- - - - _ _ - - J EO.E ECM • •
S 86.60'46"E 376.64' ^- • EIv
IJ
3
100.01
4
1� 1d'¢' xwuxT'"Awfi.
S I I
,i 6
01588 Ac•rmPer•;al=sYarl: e l $�a
O I
NI m$9 e�&
I ��
��
IN
T(eio•----e.eeo eq rc I
IbMa• ®fen s�iAl.o I O
I
1� I�
I I
,_0_583 A.' 1�$ 1268! dc�
.....e. _-__xt'i�la
10.608 A.(
_.__I
',654 Act
LTampor. Ari
0.613 Ad
I.n
Y O E -24.7'•I i§y7F09
o 2 if!
's n
0.614 Ac.
,yyI L-, 1...o' 67.7'
s
100.01
4
1� 1d'¢' xwuxT'"Awfi.
S I I
O I
V Sao w fG _ w
1 0. a e,ae°o a
10.526 Ac. I
I I
Y 10.616 ALT P,BOS Ac
10,666 Acle
ewwe .[
e aY.my ^G� q `I $ gnu s.
�`
I Ade0I n
"�wrl �o As°u"i:
I ail I I sg 1
+1 g
i
/0.697Ac.
NI o�3
I
2
0.526 Acle
II 4�° I
I g5e
IY.amum AnoR.Me ! .l stn.
perr(ovs bLN a e,eeH fq. fG AlgMand'F
I�per,lon. s+m�.
Rpeed LMnit S/
N I ,p� offer 1
D •!re "Q^
L _=iH -
—
Af<xl Allnwaale $
RiY Pa- -- y L-.� tm�rleus s+rfeoe �� .&.
b I >O.„",GI•.
�
-2
3
fie t_5• Nam+.,.,.-
_ 1_ Eddie Howard Roed � _
e• lap -
Curb Ramps W - l
m w.xz.w ARA Compliant (tip) a Iia ArliesTraill
Quail CY•eek Drive 60' Public R/)r
60' Public R/W
GENERAL NOTES:
1. CONTRACTOR SHALL VERIFY THE LOCATION OF ALL EXISTING
UTILITIES, AND SHALL BE RESPONSIBLE FOR ANY DAMAGE
RESULTING FROM HIS AC77VMES. CALL UTILITY LOCATION
SERVICE 48 HOURS PRIOR TO EXCAVATION.
2. ALL CONSTRUCTION AND MATERIALS SHALL BE IN ACCORDANCE
"M THE TOWN OF FUQUAY-VARINA AND/OR NC DOT
STANDARDS AND SPECIFICATIONS.
3. TOPOGRAPHICAL INFORMATION AS PER WAKE COUNTY.
PROPOSED IMPERVIOUS ARBA•
PARKING LOT: 4,661 aq. ft. = 0,11 Ac.
+ SMEWAI% AND EOSK: 5,723 aq. it. = 0.13 Ac.
+ PAVEMENT: 52.114 eq. ft = 1.20 Ac.
+ CURB AND CUTTER: 9,016 fig. ft = 0.07 Ac.
+ ALLOWED PER LOT = 8.880 fie. fG r a4 Lots = POB.3E0 aQ. ft = 4.78 Ac
TOTAL IMPERVIOUS AREA: 273,834 aq. ft. = 6.28 Ac.
IMPERVIOUS PERC.ENTACE = 6.29 26.38 Ac. Net = 23.87
Lane Table Along R/If
course Be..I., I ahtancb
PIN. 0686-17-9167
Zoned: R-30 (County)
Current Use: Vacant (Agriculture)
Mary Katherine Dupree
Joseph A. Dupree
Deed Book 8318, Page 36
Book of Maps 1987, Page 1968
py MUST
uS1LITY IN
y o r
FOS �A
QO
J z =
Dm
PIN, 0888-17-7091 ti
cned: R-30 (County) �I
Use: Vacant (Agriculture)
Tly Katherine Dupree
I Book .5187, Page 538
of Maps 1984, Page 378 BEFORE YOU DIG!
ONTACT ONE -CALL CENTER
NOTE: 1-800-632-4949
During a construction of this project
an iro stake is set at a 15' offset from the
actual tY, It (right of way) corner of all lots.
After street side Slopes and/or Shoulders
have een constructed and stabilized, Iron
1a`� stale s will be set at all corners as shown
ee��Oi as is in accordance with Tltia 21,
., Chap56, Section '1 602, Paragraph (c) of
r the North Carolina Administrative Code,
THIS DRAWING is THE PROPERTY OF
STANCH; M ASSOCIATES, PROFESSIONAL LAND SURVEYOR, PA
AND IS NOT TO BE REPRODUCED OR COPIED IN WHOLE OR /N
PART WITHOUT PERMISSION.
IT IS NOT TO BE USED ON ANY OTHEI PROJECT AND IS IMI BE
RBTTIRNRD UPON REQUEST.
S-3

VIC
a>\I} �Y' -_- rZroned: RA (Feua­1 1lQ�uay)
I UaI
Judd 4µµtf/eaerve Su6diW on
Book of Waw ZOIB,I page Z080
IN177
Qua" tree
60' Public
Approximate
Zo)aad: RA Fu It 0 Future Conditions I
\ I nt Use: Re an ' W.7uIS Annual
Dee MahBookl( ( (f o
`gl+o h lleKK�cggq ll r J ( I 1)
P \ 1 Book Me p4 20 8, �aek 719 j Q I b / / I f )orad: 1St (dilqugy)
�41ureat Uq`��I�• Reafdential /
Boaoalf�457� a 5'5o6,
ase 558
O
t- 1 0 �� Perm t 0 en a
0.884 e
A . � \ v) C
r— p Spa
3 am
an
Ze dr/k i �Y 2epa /z.' a
1 urrint r/.• V o foal � 0� � — —� ® — . 'P oak, .f �
eeedddn'''appp�6000kkk ggof ens, ((( 111 0 �'8�J � i t 4m u
' f / B/ �� 2 a \ /1�.,.�Jk 0.674 �. �A s(�a .k a Zoa -
I / S gs•. ID s Stroem Ilet((n a�l c./'�/` .. pp'•O �]ID1 GLrreat Uae:
!/ I 7 c ood iar Bowden'. Ben
og 1 1 /ok It
BooDeak ofoYepa
/ .��,r/��'/• - IIs i/ // aV etl da ,�;; Aiae
I -
r- Y R 31(`L`vaI ) e I�� � r� _e• r .
Re ] F 'z • �:.e oum -- ( � J (" �a�
/ �f /
on o O.Byrac / I Q lJne
fl ••fii J B 28 rorim to ll J 1 1
Note:
Before acquirfay a building permit for logs marked by () on
the suDNvisfon plat, the builder aha// obtaln a rood haaerd
pe it ham the Town. An engineer, archftect or surveyor she11
certify that H nood hasard nolle — ideolited — the p/ot plan
and —structure ie within rood hazard sone. No renllfng or the
_tion of permanent structures in are f flood har 1 s fl,
(per r ke County Sona YeDs or Federal £mer ncy Nenegemenl
Agency (FBadJ Zona) until a Head _Lady is _plated entl
eD➢roved by Me Town of iLquay-Yarloa or F6YA.
s Fl� 1{t d.kd�: ""r 8 Ao. I Zoned: R-90 (Couafy)
// p// (QA4 {1 f Current Uae. Vacant riculturs
dab / .. L 1� -C. 0 '-" Bowden'a Bend C.tueA1" IJP
QJ� !1 Deed Book 1B6EB, P e IB79
�.•_ \-- —'�- i ld• s rkwy lean msa..i.nal I Book of raps 1981, Page 139
elfb tg' raeAmt
R�30 ( u ) \� { o a c I / I
r uurr�� 50' Riparian Butter > © o
D t Ua ac�ggtt 'colt P e One
e c Assolla es LP 0.765 A
Deed B BOBS,
at rri',. / i� deed Bp 798, tP 2�'A� _ \\ eam 7" �. Pond I
ws ,� ,j / / V \ (((DDD I►etlt�8s' * .. {{
a .ram m `" �_-• / �� O� I PreaersaYjon oNettua/ Haa��erd Area
�Zoaed: R-30 Cova )
Ac. ( 47)
(1 SBB Ac. C Current Use: Vacant (,tgticultwe
Xeres %atherine Dupxe
0.591 Ae� 0,808 Aa 1 I jet Deed Book 8319, Page 96
qp CQj•/ / / / / '�� �� 1 Netlands ea /1 \ 0.65 Ac. 0.813 A Book of Yaps 1987, Page 1968
)) 111
1/ --mate d b' 4
card an ea„' 0.58Ac. I — '-
// 11
red RRRRRR-3�(C —d
n LY) Stream lletlands N J
Curvet URentie/ dlAgr/ t i
o d oe
ea Book 4 PtiYgef 0-%
Deed Book 8�,. ! 26g
Deed Book 1 375/10
Dead Book 8085, Pag 117
0.814 An. r^ �4 rJ �•) Zoned: R-30 (County)
r cL F� I t Uae: Vacant (Agriculture
0.628 Ac. ""\r )
Xary %atherine Dupree
• o E _ l ` -1 O O O e W8
cot of Xapa 1984, page 378
0.615 Ac. 0.6033 Ac. 11,555 I c.
m. cup w,
\j�”// • f m 0.649 Ad. 0.526 Ac. _ r
I � J �� yea — — iii rn• i,-aw ,� — ansoar ,r - - .w
p. `„„tuflar
:�t'tN CSR
a d
1 =
fftnn,aa�y�7
pfd'
� E
O°bQw,.s
F
e
S
V
a
ry o
a �
21
N R W
z �
K � Z , U
O
F W n
KWFr- N
awz y=NU
3¢�
O p�51:
w
p�Y
TQ WTz
Wei �
p J nS n h� GRAPHIC SCALEi
a �o EE PROI 1 4111
o
ao
S-4
( IN FEEL) OF 20
1 inch = 100 ft.

I I I s,onwnc YAw,ENANit REouRnIENTB •��w n P .
Ac \ rw I Zoned: RA (FL uqy) sLTnMG oR Loxtwwc sloGolllcs wM rARPs ve YULCN Is OASN REIN)9K SEgIENCE F Pts A .na.
/ SGEDM(A 91E MEEING �iN 1HE, A BA_
AN ' CHISEL CIWIPACTED AREAS AND SWEAT TOPSGI THREE NLT1E5 OET
/ t Dx: $ den U•1 REalrm AW "LL REaICF EROSNN PRaBLFIIS taros ENGea31t/CONSaTMT w IW:wTId•a i A BAs1 CAN a OVER AON:RSE sal TID - INCH E BEEP, E.
SHGRD BE NEAED M AT iK i0P a- 1HE SEOPE ro NEEP REMovm. eISTALL QT FUIOIG LN OILER lE1MVtNtY ENosION
Judd Su dtTd.toa I TER FRDu RUN1G IeOFRKAM TIE PusTK. / RIP THE EN,RE .xLA ro sTx «Gas DEm.
ePyw 1 I ii Book of Il(apa 2018, I Pate 2078 I e A YEA6Taaz As NEEDED Pwort ro REvovK oc ,la / REYOK ALL LOOSE FOG(. ROOTS Mq On4R OesRHIC,pNS, LEAYMG
A \\\ ^_� l Book of IY• 2018, P STOCNHE Is To REMAIN FOR iVTURE usE AF,ER ME a APPLY A(RICULTURSURE a A LYIE. FTF AND UN ­
D MA ppERRHpSPNA,E
pH etc 2060 PRCUECT IS COMPLETE (GUIDERS, ETC.). THE FiNANGK 2' �� BL�9N(S) AND ASSUaalEO TE/PaIIRY dWtRslat
o abhk�o _ -- 1-_ I RESPoNSIBLE PARTY WST NOTIFY WANE COUNTY OF A NEW TIPS OPERAf iNaI ATTARS SM. F11EroatIDE AREA MP�� U (STE IeM BEL
J RE�a19BlE PNttY FM MAT sT.oNLE. NIFORYLY Mq NI% w1H SOY OWE.
PREPMAIpN TOR SEEDING CO NUE nLLACE UNTN A WOUL P VERIZED, FARM, REASONABLY
i11E APPROVEp PUN SHALL PROVIDE FCR THE USE Cf STAGED 3 ��� SEEDBED WEPMAl10x, SEES• MULCH ANO / U.".. SEEDBED IS PARE,_ — To ST ARCHES DEEP.
\ SEE AND MULCHING Otl A CatnNUK BASIS WHILE ME ;SPN,ILT TAIX ANY AESULING BARE AREAS AYEnA1FLY. SEED M A FRESHLY PREPARED SEEDBED ANO LOVER SEED LIDHTLY
' \ ( . MslA V 001 w551PA1OR5 AND/OR LEVEL SPREJoERS MM SEEDWG EWIPMENi OR CUL1wACK AFTER $EEpNG.
<>G BrSW Iv` \ -� 1 ' / \ STOCN%LE IS M USE. As RE
OUWFD dl ME FAOSI0t1 CONTROL PVJ1.
--�_ /" ESTA ILSH AYD MAINTAIN A 0£CETAT1W BUFFER, AT ME TOE 5 w CK SITERED 5 FULLY STABp Co CALL ENNRp1YENTK MULG1 IWEENATELI AFTER SEEDNG AND ANWGt —CH.
ME SLOPE (1WRERE RRACI L). 1pIG / �O90N CON1gOL YEA99WESF NCE ONJG INSPECT ALL SEEDED MEAS AND MMI MCESSART REPAIRS Ce
RE 91E CM BE ISSUED A CERMLATE Oi COYPIEMM. SHCUW BE wtIMN ME ASON, if POSSIBLE. F STAND
SHIXILD BE MaiE MM A RE-ESTABLISH FGLOwNG
b 8>lw �, 1 �` • I ' 1 P jWtW- AT\ ' ME OHIGNK LIME. iE N1D RATES.
C TREATMENT AND ZAl10N SRYME T M�
ONS�T ON
ESTABUSIED.
Aok—Llmeebna 2bre/xre lS lmdeveln aoXe)
lJ 111 FerBllzar 1.000IONawe-10.10.10
GGiFnpp I
5quan 0' PILIIIjc7R/II \\ -� ..� Q / 0 Q p I \ e MIAs __ zalwt,oe=anal warn waw --
Awm � Awwl elweYmaaDo 9+.I.R.
SCNEahE A PRECGiSTRUCDaI CONFERENCE NM THE E4VIRa11AEN?K
M.A.TMT. CHARLES PHILLIPS (915-)96-6T69)..'A. A LAND -DISTURBING I - / Approximate
PERwT II, ue O ,�1�ture Condih'ona
2 STALL GRAVEL CONSTRUCnON FAO, IEMPwtMY aVERSa15, SYi FENCE, / 1 I.i Annual _I
SEGMENT BASINS OR OTHER MEASURES AS SHOWN 011 THE APPROVED PLAN. CLEAR arrant Uae: Rem ea
BERN AS NECESSARY TO INSTALL THESE DEVN:ES. SEED 1EMPORMT DIVERSGJS, ' flab 0 X
BERMS AND BASINS N CCINSLT AFTER RAN CULnON. WIN \ BB $00k 157
J- CALL ENVNLONMENTK CONSULTANT fOP M I r _WWLL T4 IIIGGG
Setting Schedule
Fw SIn,Ners. Side OwTas. SAwu 21aF 3:11'
aw TYp PwI m Raw
A�13 TW Faacw �SW YMbe
-Mw11 TM Fescue 8 Ab Rye 300 NNows --
-Apr115 Tell Fswve 300RWeoe
�� io Hlaea cpnmwL ewdLpa,9•as, a Awpve
JW t Tal F•aae ANp Broewop 125 Eelwe TTY Fesork 36 DWaue
-Aug 16 MeM w SorgMrm 4uEan (BrwwIIW MYMI: ]0 Wave
F11'61ae"' IlSwylaan-&loan Hyvksl
Fw SAOWMn, Sae OiaJlea. Sc CI1b211:
DNe TYW PwIAIIp RW
Mw 1 `•"rasa Loapetl _.IewrMN)
Alun i mtl use IRs IdlpWig 50IEWOrAe ($wimp Lemelfazal',
Tow
PxnhlFa6wn,
-gpr115 �leO fesOy® 120 beleva
LA.
coo WWr a0o Hudat Fe•we AD BLpwnlop 120IWw (TAA—):35Ib R/u1eLw SwMas ^dp« LaewaNfwd)D A. Rye ?b lhweae -
ON CA INSPECTION BY ME 1 �( \ \ aaagggggq { oned: I XRsXsol-IaI OS iIOII; CHANNELIIEO ROW 5 NOT OLLgyED INFO NEUSE BUFFER.
C BECNYENTK CaINOL BI OBTAIN A CERnR ES OF P, M, ` I p( \I \ 1 BOOk Ma 20 , 7B j ( J (FUQEt�r)
BEGW cLEMINC AND GRIIBBIxC. YNNTAM PEACES AS NEEDED. RWGH GRADE 1 11 i l Cuaent U BesidE L / / Note:
gTC WINAND/ / /// O D Folate haae ` Ofacquiri� a bultdfng permit Jor lots marked by (*I Ne
5. MSTALL STORY SEWER, IF SHOWN ANT PROTECT INLETS ASU BLOCK H. GRAVEL 1 (� I 1 a ,�L I J d Plaatl Oa S•�d1918t0a J / Ir7 the aubdlHWe p/a t. the buflder ehW obW. a flood hnaerd
MIST canmols. SEGMENT IRMs oR oMrn APPRo�ED YEAsua¢ AS SHOWN Gv 9J / / 1)ed Book 7�Pate 660/ perm/t Jrom Flee Town. An naineer, archtteet o s yor shed
p'A PUN. ' STE CS AREAS AN. BIIILDINe, ETC. ( I certify f t t flood hazard done are identlDed on the plot plan '
. STABWZE SIZE ps AREAS ARE BRd)GHT W TO FLASH GRADE {WAR VEGETpnON, CI Awdl ). / J ends no e4ucture U within Dood beaebBeol/a. No xfiDln( or N
AVMG, GTCN CARING$, ETC. SEED AND MULCH DENUDED AREAS PER GRWNO WE,'!b jj
STABIUZAnw HARE FRAMES. O / �� � � C�-)� I O 1WN� r tion J parm�^an011 dtructuree /n 1 Dood hazard soils
1. WHEN COx51RUCnON IS COMPLETE AND ALL AREAS ARE siAallZID CUNPLEtELY e1//I (per Make t•O"I SolLn pd or Federal Ibetlyency Y na.emen�
CALL ENNRONMENTAL CONSULTANT (CHARLES PHILLIPS 919-)96-9)89) FOR AN ` i , W(%� I / p'. Nat AIY A(ency (Fmm) Zonm) tJl Dood dtudy is o pleted and
MSPECntM BY ME ENNRONMEw T C ARTANT. _ QTd7W' I ��./ p Space 1 R 1r�(/ approved bJ the Town of Puqusy-Vaflne or
9. IF
SITE IS =D S D, REMOVE TEMPORARY Y RESULTING
SEi FENCE. SEDIMENT I I ' <_�� e /o �/ 9yp ql we all Pew alto A� Q ✓ ) yq ��
BASMS, ETC., MO SEED WT OR ONTRCTE ANT RESULTING BARE MEAS. Al O
RENAMING PERMANENT EROSION CONTROL OENCEs, SUCH As VELOaTY DISSIPATORS, ' r� J (y O O
Wee
SHWLO NOW BE
INSTALLED. I •. \ TTT -Jt- eTW /f /
9. xHEN N:CETAnON HAS BECOME ESTARLISRED, CALL Fpq A FlNK SIZE INSPECnON /I
BY ME ATE C,N_RLEAENTA, CONSULTANT (CHARLES PHILLIPS R1o_T96_9J69). OBTAIN A ��
CERTIFICATE
DE CONPLEnoN \)( ',�,('/,'`. , q
! II / �CalINn FOV v ce 1 C(� c C /� m yp _ a�Y Ook to. 14•
.:4' zz /
FEMA FLOOD HAZARD STATEMENT ' J B kP/eeJ PPete a1z �� XJ !i ..: — z///''` zoo -30 (county) /
A portion f Lots shown on this ]et st / r.,,,� ppete Current Use: cant (AtricultureJ
ere located within the FEMA 100 year (' 1►eU da 1+^' /
P I I r / 0 ' :?'. L d ":::::::.%.::::: ood Bowdes's Ben atUe Farm. LLC
Zone AE', Flood Hasard Ar as shown IL / / ! a �a� / ( Sotie It zo• Deed Bsok 1 6. P 1873
J s )iiiii i'0 :: Ke /
on FEMA map No. PANEL-N0.3720008800J I h 1::::::: eU Book of Nape 1, Pate I39
Eftectivc date: EFFECTIVE-DATE:05/02/08 � � ... �g we d 4!::::�:: ::::::�
l
- LEGEND:
1 I` 1' IiEi:i�'.:ii:i�`WM mtel ua®oaSa aTNRu
a SawM dWa A •gee (1 /`, _ 19P mE w IR fWP11.V10M.
'- ^�- ^-^^-- TEMPORARY DIVERSION BERN
1
Q CCC �* / // d
—n--T--o-- LIMITS OF DISTURBED AREA (7.5 AC.) Ij ned: 3 ( un ) �v ! Is�� ,fir( / ) °CwtPrv>dmate /
-'-•-•- TEMPORARY SILT FENCErr� Line1W FINISH GRADE CONTOUR /j f Do 'Z
a�ylt
100 EXISTING CONTOUR , 1 1 I; 1 vis• m a n a /
7 O Yea / W4 aasyapw Mr,aw
Zoned: R-30 (County) /
X 100.00 FINISH GRADE SPOT ELEVATIONLima - �/ /°•'v ga^'$ , Currant Uan
ae: Vacant (Atrtculture
Z )
w TEMP. ROCK CRACK DAM �y4• ,. --1`�®� ` � �� a Bowden'. Bend Cattle FarLL
m, C
�$ Deed Book 18528, Page 1873 /
—`��O,
eiah i (s Book of Maps 1081, Page 138Imp•Ma«1 ;` fawal IwaaTEMP. CONSTRUCTION ENTRANC 4 , �., •iro ' To' o; �-»_c ul+nao Rot Suffer
/ Zo ed: R 3330 u ` p o
. TEMP. SED. BASIN b/ CuF1'ent ae:jVecesj 'cult �� / wn .Lam Nm Mus; RNa omc f®a «•T
/ / Sehfc AsaoHa a LP
Deed Bo 8065, P 12 8s)
,/ 9v d B k 11 W ( em 7' \ . Pond
ap
/ KWe Ta \( I Preserve on Natural HH�erd Area
\/ Pe+t''mmen t Open SpacA
4k� �j - (1�J �-J r 6.. 58.00
Ac.
-� r 910- Han
/
L
l_n -fd a�um.lrM "°T�`a" .oFw•°"t al
1� 5 : o -1m ai / /✓)
6Jgned: -3y (C un ) `y/ ' Vl' Stream WeUenda f4 ;✓/ o - Uat- RestyenUal nd Act! t.
WW Book , P Oe O -E
Deed Book Ia�2
Deed Book 1 6
Deed Book 8085, Peg 'f-,
PURSUAT TO GS. 143-215.1 ALL PERIMETER MES, SWALES,
DITCHQS, RERNETiR SLOPES AND AIL SLOPES GREATER THAN 3 !! \ a�abdw oOf d
A ZONTK TO 1 VERDCK (3:1) SHALL BE FRONDED /+U �� /
IEl(P0RMY PEItMMENT STABIUZAnON VAM CRWND COVER '1 O ♦(� f \ / D
AYSOON ASACTIOABLE BUT IH ,LAY EVENT MTHIN l x 1 ~y
CAAAAENDAR DAYYYYYY555555 FROM ME UST LAND aSIURBINC ACDNIY.
It) tRs_dGeNbye. _l
11YAe
e•'
• 'weeledlaN
• TENT•
.."dlo*w
7 d
4
' mibQwbv
• a
S
o
t
Noes
i
02)
it
• Swc,
Tees
W
de):i
as •.
_
z�
Isdpd
Deed Book Ia�2
Deed Book 1 6
Deed Book 8085, Peg 'f-,
PURSUAT TO GS. 143-215.1 ALL PERIMETER MES, SWALES,
DITCHQS, RERNETiR SLOPES AND AIL SLOPES GREATER THAN 3 !! \ a�abdw oOf d
A ZONTK TO 1 VERDCK (3:1) SHALL BE FRONDED /+U �� /
IEl(P0RMY PEItMMENT STABIUZAnON VAM CRWND COVER '1 O ♦(� f \ / D
AYSOON ASACTIOABLE BUT IH ,LAY EVENT MTHIN l x 1 ~y
CAAAAENDAR DAYYYYYY555555 FROM ME UST LAND aSIURBINC ACDNIY.
It) tRs_dGeNbye. _l
11YAe
GWisty S.Mb esalfae
11..Fhew hr
• 'weeledlaN
• TENT•
.."dlo*w
7 d
Nwe
' mibQwbv
S
WW—(HQw)
Zeee
7.0
Noes
i
PERMANENT sw
WAy
LT5
���'aF 'A PROJECT
• Swc,
Tees
In,N�sIT
ede
de):i
eY•Arae Tl,
d mead
• .New 5:1w
edge
Isdpd
V-0..SU1. �fe
NORMAL DEPTH
(R)
VELOCITY
(ETIs)
Ymdp
• Nellres
$NEAR STRESS I
Tb
Ieeldfe
w *Wee Weow
aeki
Id d.,
PeYeasaptHOI
1.B
(PSF)
0.19
I A
Wede«6vwaArtlasAwMs•slMeiiL W wyAee
MwaaleMA- tA•pae a•axan
1
e
• TENT•
MP
SHETWN.//
t• ER A5
S
3
a
{
3
I•Y' � 0
© ntNv
p a-
i
PERMANENT sw
WAy
LT5
���'aF 'A PROJECT
�
(�
SWALE_G WLAi�_JY).Ew _G WLI'E 1� 11YLLE • cG Ind TASIF
SPECS
0T 010(CFS)
SWALE SLOPE
n
NORMAL DEPTH
(R)
VELOCITY
(ETIs)
SHEAR STRESS
REQUIRED
SWALE TYPE
$NEAR STRESS I
2/2 i.2
201E
0.03
0.15
1.B
(PSF)
0.19
I A
PRO_ (PSE)
1 0.45
1
e
S
'Zoned: R-30 (Coun(y)
{
3
I•Y' � 0
© ntNv
p a-
t Uae: Vacant (Agriculture)
Ner1 Xath 1. 11 Dupree
Joseph A. Dupree
�
/ Deed Book 8918, Pege 38
Book of Map. 1987, Page 1968
L
I
=
Zoned: R-30 (County)
t Ux: Vacant (AtNcWture)
Mery K"herineAeu Dvprn
®
I
OI I
Deed Book 5187, Page 538
Qok of Map. 1981, Page 378
©'
_i't
r \ Oa am sR aAE _ _. _ _ _ nD e
IR• — — T O wr
Zoo"
ma
M :an ;;� a�I•
f (I w� S n GRAPH10"MI.E EEPRQECT: aseJ
se 1.S_5
( IN FEET OF 20
1 inch = 100 It.

vtcugrrr
SwetGm
t Gm
/
t,urrenc Use: isesiaeticlai
Future �Phase� of
TEM STOM BASIN 5 w BA Es
/FL/
Ju d Plantation S bdivision
D.A=O.
TOTAL DRA EAREA=O.
D ed Book 157841 Page 556/
Q10=(0.3)(7. HR)(0. ,)=1.1c
VOL EQ'D=3, CF/AC (0.5AC)=1 800CF
S FACE AREA R ' =435SF/CFS* .l CFS=479SF
> e rVati of
Is• w=2s', D=3. 2:1 SIDE LOPES)
SU FACE AREA PR D = SF
) Natu az rd d Are
VOL. PROVIDED= , 51CF
CCC Perm ent Open Space
Wf1R WIDTH=4'
C EAN SKIMMER BASIN WHEN 50%
41F 0.884 A .
CONST UCTION. WHEN UPSTR ARE ST
AGAINS EROSI N AND P SION HAS BEEN NED
OM AKE NTY, RE EVE TEMP. SKIMME
X
I STALL PERMAN GRADES, AND SEED DISTURBED
R
�� O
AREAS ER SE SPECS.
�o '
i" D utile Oak
D NAGE AR O
2 O
0.4 AC. ,
1 D 0=1.2 CF
00OStreal
11
O
' FHS
20' PRIVATE
v ��
_-�RAINAGE EASER11
�3 Oak 26 k 24" Poplar
26" t Gum "22" Oa
24 k -,
9 • .%;::�:::�.-�::::-� Zoned:
Appro 'mate o Current Use:
Wetl nds�—f—�
c ta.ptu t�gcar
LEGEND: / O O/ l(
-^----•----•- TEMPORARY DIVERSION BERM : It GUm
—o--n--a-- LIMITS OF DISTURBED AREA (7.5 AC) TEMP. ROCK
-^-•-•-•-•-•-•- TEMPORARY SILT FENCE CHECK DAM
w FINISH GRADE CONTOUR � l
100 EXISTING CONTOUR et u
% 100.00 FINISH GRADE SPOT ELEVATION
�► TEMP. ROCK CRACK DAM t Gum , c��
TEMP. DIVERS
TEMP. CONSTRUCTION ENTRANCE / BERM AS WN®
P T€Q.-S1El`-FENCE
AS SHOWN.
TEMP. SED. BASIN P r 5'walk
o wit prieiv d
sidewalk easement
®TEMP. ROCK
d CHECK DAM
----- / 10' Walkway (Non Impervious)
_ with 12' easement );
50' Riparian Buffer AIS
NOTE: CHANNELIZED FLOW IS SHOWN. SILT
/ NOT ALLOWED INTO NEUSE FENCE OUTLET -
• BUFFER. 0 EVERY 100'
AROUND POND
ream L / o,
X.
Pond DRAINAGE
EA
.:'• :fir.
7oodazard Bowden's Ben
Soils LIt 20" oak Deed Book 16
/ Zea -.4091
4' Sweet t me Book of Maps
Vaiads Zea- 409 I
1 CY OF 2 -" AND HEADWALLS. INSTALL PUMP
u , a eraa 58.0 Ac, WWITHSKIMMER DEWATERING DEVICE ATTACHED
)o.zSX 8X68.0) = 140.1 r, / en ON STREAM SIDE OF SANDBAG DYKE TO DIVERT
scoe z1s�z sec / 9 D AGE TO THE LOW SIDE OF PIPE INSTALLATION.
E DETAIL) —
/ •a `J,' A proximate
Tree Line
MAX. To
DRAINAGE AR=0.2AC. U
010=(0. )(7.21N/HR)(0. C.)=0.4CFS 0
VOL REQ-D=3,600CF/A (0.2AC=720CF II
SURFAC AREA REQ'D=435SF/CFS*0.4CJ)=1d
L= W=15', D=3.5' (2:1 SIDE SLOP )
SU FACE AREA PROVIDEb=450SF
VO . PROVIDED=8160
WEI WIDTH=4'
NOTE., CLEAN SKIMM 50. FULL
C EN UPSTREAM AR ARE,
NST EROSION AND PERMISSION HA B
M WAKE COUNTY, EMOVE TEMP. SKIM
I TALL PERMANENT ES, AND SEED ALLY
EAS PER SEED16 S CS.
t I
CA� 1
�r'OVEt
� o
to .
Q� 9a
t7a-.
W0-
U
m
g
N
N
�
4
o
o
Curre
n a
ar
o�
� �w �w �LL
LLLLj
O V
> g
131
X
G � w
BOG
M
� �
OOw
JwU
a ooa
wf3
o mz
c��a
B
oY3 �
C
�L-:,
o
GRAPHIC SCALE �vaa�cr. assl
S-6 �
I IN FEET 1 OF 20
N
N
�
4
o
o
Curre
n a
ar
o�
o
Bowa
De(
131
X
BOG
� �
OOw
JwU
a ooa
wf3
o mz
c��a
B
a
CONSTRUCT SOIL BERM
FROM STRIPPED TOPSOIL.
WRAP BERM IN SILT
FENCE
r/3
a
a
e
p
w
A o
z
A O d
GRAPHIC SCALE �vaa�cr. assl
S-6 �
I IN FEET 1 OF 20

VICUen
Peilman�t Open Space\
6. 59 Ac.
OUTLET PROTECTION 5 I I
OA=6.4
010=18.5cfs
V10=6.2fps
Qfull=29.Ocfs
Vfull=5.9fps Wetlands A e 1
DO=2.5'
ZONE=2
late CLASS=B Proposed 5' wal
La=6XDO=15ft with 7 private
lard D50=6" sidewalk easement
nit DEPTH=18°
W1=300=7.5'
W2=1.25XW1=9.5'
Stream Wetlands .44 �/ 34
Tree L
o� 0
/ EX. 15'
NV=352.89Well
010=1.00fs
�°
V10=2.8fps
NEW CB 5
Ofull=7.4Cfs
TOP BC=351
/
INV-355.50Vfu11=4.2fps INV355.50
DO= 1.5'
0.2 AC.
ZONE=1
0.2 T. AC.
CLASS=
Q10=1.00FS
La=4X =6ft
V
D50=3°
V10=3.2fp 1
Qtall=asaf 1
DEPTH= 12"
X 100.00 FINISH GRADE SPOT ELEVATION
W1 =300E4.5'
t 7F
W2=1.25XW1=6'
TE
LEGEND.
' i
Q1o=2Gcts0
.v
RARY DIVERSION BE"
)
Gonea: n -esu (countyl
LIMITS OF DISTURBED AREA (7.5 AC.)
`j
TEM RSION''
----.-^-•-- TEMPORARY SILT FENCE
D INAGE AREA
4.2 AC.
6
100 FINISH GRADE CONTOUR
o
m
= `
100 EXISTING CONTOUR
V10=3.2fp 1
Qtall=asaf 1
• A
X 100.00 FINISH GRADE SPOT ELEVATION
.Joseph A. Dupree
t 7F
�+ TEMP. ROCK CRACK DAM
TE
TEMP. CONSTRUCTION ENTRANCE
Vfull=3.7fp
Do=1.2
1
' Deed Book 8319, Page 36
- TEMP. SED. BASIN
ZONE=1A
d
Book of Maps 1987, Page 1968
e
' i
Q1o=2Gcts0
'
OUTLET PR CTION 5
)
Gonea: n -esu (countyl
`j
TEM RSION''
DA=0.5ac�-
010=1.4cfs
D INAGE AREA
4.2 AC.
6
i4f
urren t Use: Vacant (Agriculture)
Mary Katherine Dupree
o
m
BE RM A SHOW
V10=3.2fp 1
Qtall=asaf 1
0 0=12.1 CF
12
1
.Joseph A. Dupree
=
TE
HORSESHOE
PROTECTIO
Vfull=3.7fp
Do=1.2
1
' Deed Book 8319, Page 36
ZONE=1A
d
Book of Maps 1987, Page 1968
4
4XDO ft368
JD�50;3=1
P
a
1=3XD0 4'
P2
Q Q
_WW2=1.25 1=5'
Q (I
l
tf
'
a
-L - --66l`-L lie
R -lam-
' D-
`Mons1
MP. HORSESHOE
LET PROTECTION
I
D -�D- D --D--
D
D
A
I
\-----Zoned:5 R-30 (County)
Cu nt Use: Vacant (Agriculture)
010=0.3 CFS �� DRAINAGE AREA e Mary Katherine Dupree
o.1 Ac. I Deed Book 5187 Page 538
D o10=1.4 CFS AREA
DIS URB DIN ® OI I ook of Maps 1984, Page 378
REA
DRAIN2 AC.-�
EMP. DI SIGN
1F ERM AS SHOWN a (� � REGRADE SHEETS 6) AS SHOWN
0=3.5 C
CONSTR T SOIL BERM I ( REPLACE EX. 12'RCP(P16) w
FROM S IPPED TOPSOIL. W 20'-24"RCP ® 0.7% v
11 NEW 2_ 0'-18=RCP�DTEMP. SI ENCE I _ REMOVE
IX EX 12" HIGH INV.=351.23 Iw
REMOVE WRAP 8 RM IN SILT =
FENCE
N. 12"RCP ® I a TEMP. SILT FENCE 0j INV=352.60 12 LOW INV.=357.09
NV.=355.40 REMOVE IX. Well _ _ _ ¢- 7T - EX. 12" INV. =352.62
_ I NV.=353 _
12"RCP EX. 12" AS SHOWN. 7-7 a 1'4'1VEW 1 a"RCP INV, -
=359.51 R --.¢ =��13 N -18"RCP 1.1
INV J5 . : INV=359.92 1.5% 12 W-
wo
CHECK DAM
12"
0&
C - i iFRC41 _ a $ P = DA=4.4ac(ma E
010=15.9cts m
NCE P,a uumy pa< b .5% ( ax)
T P' R -�- "" ' e NEW CB 1LOW INV.=351.80 V10=6.7fps(max)
USE SILT BAG & GRAVEL CHECK DAM_ , „ �- NI Qfull=18.9cfs
BAG INLET PROTECTION CONSTRUCT SOIL ERM nINV=359.41 p k"ugni oxc TOP BC=356.00
\ AT ALL CB'S FROM STRIPPED T SOIL v EW CB 4 I "� mnuy ra" USE SI T BAG & GRAVEL NEW CB 2 NV.=352.00 Vfull=6.Ofps
WRAP BERM IN SIL NEW CBJ3 BAG LET PROTECTION P BC= 7.50 1.2 AC. DO=2'
FENCE C� -v 8C -361.64a P12 NEW =354. ZONE=2
TOP BC=360.00 AT ALL CB'S 3.4 T. �C
0 NV=35 .0 AC. OtA�f2.2CFS CLASS=B
222.7% RCP INV.=356.50
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ur V / / 1 0 / v W1=3.25XW1
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LOCATKIN
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PLAN — PROFILE
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MIDDLE CREEK TOWNSHIP
'
FOR
WAKE COUNTY, NC
12" WATER MAIN
PROPER7V ONMEWOEVELOPER
KENNEBEC ROAD
GREGORY KEITH MORGAN
1920 OLDBUIES CREEK ROAD
ANGIER, NC 27501
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MIDDLE CREEK TOWNSHIP
'
FOR
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12" WATER MAIN
PROPER7V ONMEWOEVELOPER
KENNEBEC ROAD
GREGORY KEITH MORGAN
1920 OLDBUIES CREEK ROAD
ANGIER, NC 27501
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LOCATION: R9Vi31ons PLAN INFORMATION:
uuulrr,,p.
j EDOIE HOWARD RD (SR 2755) DESIGNED BY: HORIZONTAL SCALE: Engineers,
yBOn�PLAN -PROFILE 07-19-2017: TONN OF NWAY-VARWA SUBMIiiA n 1MIDDLECREEK TOWNSHIP EEPA )^ = 40� FOR WAKE COUNTY, NC 07-24-2017: WAKE CO EROSION CONTROL COMMENTS DRAWN BY VERTICAL SCALEEE, PA 1' = 4' P.A. , j=
I2 i" WATER NlAJ1`I PROPERTY0NNER�DEVEIOPEf1: CNECKED BY: DATE CREATED: •��
GREGORY KEITH MORGAN FT 03-27-2017 CONSULTING ENGRJEER.S Bs SURVEYORS����
Q EDDIE HOWARD ROAD 1920 OLD BUIES CREEK ROAD SURVEY INFORMATION: 1403 NC Highway 50 South -Bam NC 27504 �
ANGIER, NO 27501 Phone:[phone], 11,
NOTE:

I
REMOVE
12"RCP 1
ATER METER d -��
P. EACH LOT ff REG (SEE SHEET SH ) (SWALE "B
cn m R PLACE EX. 12"RCP(P16) w
o NEW O W/20' -24 -RCP ® 0.7% o
REMOVE EX 2" BLOWOFF
2"RCP ASSEMBLY EX. 12 HIGH INV.=35j13 - EX. 30
EW 12"X8" TE f d - INV. =352 - EX. 12" ,LOW INV.=,331.09
/2-12" GV'S _ 12" EX. 12" NV= 352.62
k 1-8"GV _ 14 NEW f 8"RCP '�T INV.=353.58 o INV.=35 - --
ADL -FH P13 N 2'-18"RCP ' 1jr __ _
jASSEMBLY , 1.5% �___ --- - - --- ------ - -- T
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30
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010=15.9cfs max
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-- `_wel--' _ OME_i �of -! _NEWCB 1LOW INV.=351.80 V10=6.7fps(max)
- Qfu11=18.9cfs
__- _'� _. _ _-' , � I TOP BC=356.00
-'ynt' °'° �- DHE - NEW CB 2 INV.=352.00 Vfull=6.Ofps
USE SI T BAG & GRAVEL i 2 AC D0=2'
Utility Pole P BC=3 7.50 ZONE=2
NEW CB#3 BAG LET PROTECTION =354. 0
P12 NEW .0 AC. 3 CLASS=B
TOP BC=360.00 AT ALL CB'S
20-1 RCP INV.=356.50 2.2 T. AC. Q 2.2CFS La=6XD0=12ft
1.0 T. Q10= .9CFS DEPTH=
1.2 T. AC. � DEPTH= 18"
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id h7 C
EDDIE HOWAR
D ROAD (NCSR 2755) PERMANENT SWALE "R'
EX. 60' R/W)
SWALECALCULATION TABLE
PLAN SCAM:
V-40'
PROP,LB SCALE
H[ORWINTAL: 1"=40
VERTICAL: V=4•
BLY
363
_
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A
INV 1
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J
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356
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ATER METER d -��
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o NEW O W/20' -24 -RCP ® 0.7% o
REMOVE EX 2" BLOWOFF
2"RCP ASSEMBLY EX. 12 HIGH INV.=35j13 - EX. 30
EW 12"X8" TE f d - INV. =352 - EX. 12" ,LOW INV.=,331.09
/2-12" GV'S _ 12" EX. 12" NV= 352.62
k 1-8"GV _ 14 NEW f 8"RCP '�T INV.=353.58 o INV.=35 - --
ADL -FH P13 N 2'-18"RCP ' 1jr __ _
jASSEMBLY , 1.5% �___ --- - - --- ------ - -- T
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30
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-- `_wel--' _ OME_i �of -! _NEWCB 1LOW INV.=351.80 V10=6.7fps(max)
- Qfu11=18.9cfs
__- _'� _. _ _-' , � I TOP BC=356.00
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USE SI T BAG & GRAVEL i 2 AC D0=2'
Utility Pole P BC=3 7.50 ZONE=2
NEW CB#3 BAG LET PROTECTION =354. 0
P12 NEW .0 AC. 3 CLASS=B
TOP BC=360.00 AT ALL CB'S
20-1 RCP INV.=356.50 2.2 T. AC. Q 2.2CFS La=6XD0=12ft
1.0 T. Q10= .9CFS DEPTH=
1.2 T. AC. � DEPTH= 18"
010=4.3 p o W1=3.25XW1
W2=1.25XW1=7.5'
id h7 C
EDDIE HOWAR
D ROAD (NCSR 2755) PERMANENT SWALE "R'
EX. 60' R/W)
SWALECALCULATION TABLE
PLAN SCAM:
V-40'
PROP,LB SCALE
H[ORWINTAL: 1"=40
VERTICAL: V=4•
IR
TWE .1 O(CFS) SWALE SLOPE n NORMAL DEPTH VELOCITY SHEAR STRESS SWALE TWE SHEAR STRESS
(FT) (FT/5) REQUIRED (PSF) PRONGED (PSF)
°8' 19.4 0,7% 10,053 2.2 2.3 0.96 8 2.00
EE PROJECT: 4587
S-91
OF20
BLY
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°8' 19.4 0,7% 10,053 2.2 2.3 0.96 8 2.00
EE PROJECT: 4587
S-91
OF20

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Elevation
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PLAN INFORMATION:
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1" = 40'
E
07-19-2017: TOWN Cf RIOUAY-VARINA SUBMITTAL
07-24-2017: WAKE CO. EROSION CONTROL COMMENTS
DRAWN BY:
VERTICAL SCALE:
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N EDDIE HOWARD RD (SR 2755) DESIGNED BY: HORIZONTAL SCALE nOC11
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FOR 09-05-2017: WAKE CO. EROSION CONTROL COMMENTS
EE, PA _ 4 ngineers ,P.A. e
PROPERTY OWNSUDEVELOPER CHECKED BY: DATE CREATED: �•;
THOMAS RIDGE LANE GREGORY KEITH MORGAN - FT 03-27-2017 CONSULTING ENl3>zv>:BRs&SURVEYORS •,
1920 OLD SUES CREEK ROAD 1403 NC tilyhwey 50 South-Bmew. NC27504
W ANGIER, NC 27501 SURVEY INFORMATION: Pham:[phone] F.:[phone] i"'fill it
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�\ FRONT VIEW
,rFv.0 nm� \�IT � mp Y' -
0
LME WPES
STANDARD SILT FENCE OUTLET
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w STAOLRA DKASXM — CCRY NPM TFAN 1 SEEDING MIILDI WM TAC AND/DL EIIU90M CONIRNX Ott—.
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IF R P -RAP
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AS WASHED STONE
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Note REMOK SEO 1 ACr. AIU FNDN OEHIM
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\ RP RAP HEADWALL
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PERSPECTIVE VIEW
NO SCALE
AREAS TO BE DISNRBED SEDIMENT STORAGE
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HEADWALL
\ fZ� 1' —� MVVERT NATURAL GROUND
I.S' 3'
1.5' —ROW —�
CLASS
MAXIMUM NT DEPTH I RIP -RAP
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NO SCALE
STANDARD HORSESHOE INLET PROTECTION
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3. TOPS Of BATTLES SHOULD OF. 2 INCHES LOWERTHAN TVTOPUF TI N,BMS
5. INSPECT BAFFLES FOR AHPAIR ONCE A WIIFKAND AFTFX EACH RAINFALL
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y PTI w NOS
1. L = THE LENGTH OF THE RIPRAP APRON.
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IS
L
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ABRIC
SECCION'A-A'
STANDARD PIPE OUTLET TO FLAT AREA
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NOTES:
BUT SUFFICIENT TO KEEP 1. PUT SILT FENCE OR TREE PROTECTION FENCE UP TO
SEDIMENT ON SITE ENSURE CONSTRUCTION ENTRANCE IS USED.
2. IF CONSTRUCTION ON THE SITES ARE SUCH THAT THE MUD
IS NOT REMOVED BY THE VEHICLE TRAVELING OVER THE
2'-3" STONE TO OE USED STONE, THEN THE FOES OF THE VEHICLES MUST BE WASHED
25' OR MOTH OF BEFORE ENTERING THE PUBLIC ROAD,
SURGE STONE OR RAILROAD PROPOSEU '„TNEET,
BALLAST) AHICHF\fR IS 3. MAINTAIN GRAVEL PAD IN A CONDITION TO PREVENT MUD OR
GREATER. SEDIMENT FROM LEAVING CONSTRUCTION SITE. ENTRANCE
WILL REWIRE PERIODIC REMOVAL OF SEDIMENT -LADEN
STONE AND REPLACEMENT WITH FRESH STONE.
PLAN VIEW
35' Mln. f5' MIN. NEW CONSTRUCTION�
. AISTING ROADWAY
ti' MIN.7.
12" MN.
FABRIC UNDER STONE
CROSS SECTION
STANDARD CONSTRUCTION ENTRANCE
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STANDARD BAFFLES DETAIL
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2. d = 1.5 TIMES THE MAXIMUM STONE DIAMETER BUT NOT
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PIPE L -y INSTALLED BETWEEN THE RIPRAP AND SOL FOUNDATION.
IS
L
UOLT
ABRIC
SECCION'A-A'
STANDARD PIPE OUTLET TO FLAT AREA
NO WELL-DEFINED CHANNEL
NOTES:
BUT SUFFICIENT TO KEEP 1. PUT SILT FENCE OR TREE PROTECTION FENCE UP TO
SEDIMENT ON SITE ENSURE CONSTRUCTION ENTRANCE IS USED.
2. IF CONSTRUCTION ON THE SITES ARE SUCH THAT THE MUD
IS NOT REMOVED BY THE VEHICLE TRAVELING OVER THE
2'-3" STONE TO OE USED STONE, THEN THE FOES OF THE VEHICLES MUST BE WASHED
25' OR MOTH OF BEFORE ENTERING THE PUBLIC ROAD,
SURGE STONE OR RAILROAD PROPOSEU '„TNEET,
BALLAST) AHICHF\fR IS 3. MAINTAIN GRAVEL PAD IN A CONDITION TO PREVENT MUD OR
GREATER. SEDIMENT FROM LEAVING CONSTRUCTION SITE. ENTRANCE
WILL REWIRE PERIODIC REMOVAL OF SEDIMENT -LADEN
STONE AND REPLACEMENT WITH FRESH STONE.
PLAN VIEW
35' Mln. f5' MIN. NEW CONSTRUCTION�
. AISTING ROADWAY
ti' MIN.7.
12" MN.
FABRIC UNDER STONE
CROSS SECTION
STANDARD CONSTRUCTION ENTRANCE
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S-15
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50'
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NOTE.. 8" ABC, Type BKill
00 �nmteevr. aonr �. um, �L
SHOULDER WIDTH BETWEEN 4' AND 6' SHALL > z EM4 ELEy4nd1 BAR "X'
BE APPROVED BY THE DISTRICT ENGINEER e a
CONSIDERING ADJACENT LAND CHARACTERISTICS.
W1w
NORTHERN PORTION OF MORGAN POND DRIVEg'cm=
STBC OR ABC
NTS 4r S m i II I I I I i •X' .r r -' •Mir rr wqr .......
r •r moi• ter• r r� •r w
SUBJECT TO STANDARDS OUT uNED ON 1 � // 1
PAGE 46 OF THE NC SUBDIVISION ROADS}-
MINIMUM CONSTRUCTION STANDARDS r o
'ter
AND ENGINEERED FIELD SOILS TESTS. 1e
[a � �' on.a..L rae�au aotxr
-_ 50.0' Right of Way m Hsi ELEVATION a
yZ 9I T a I N vagi W
C� W 1�!' [ ata' 0 0.1 a• >-a•
•.tw • aN' tY a• r.N
25.0' ---_- 25.0' m tw
•N' ,ty a tY-e• s
2.
a.s' a ttH t • tY �• e
Y.s' + sM• t a0 a,
d 0' 0' Shoulder 0.0' P ivement 30' 0'1. 0' 830.01 Mz wo. a
Curb Grass Utility Strip Concrete idewolk
18"
om~�
o�q GENERAL NOTES:
1/Y Per Foot 1/4" Def Foot m$
14" p4r Foot CHAMFER ALL CORNERS 1" OR HAVE A RADIUS OF 1".
o
1 = o
m 1" P� � PLACE 2 NB "V" BARS IN THE TOP OF ALL ENDWALL FOR PIPE CULVERTS 42"
r LL AND OVER WITH A MINIMUM OF 3" COVER AND A LENGTH OF 6" LESS THAN
n v P1$?r ENDWALL LENGTH.
CONSTRUCT BOTTOM SLAB WITH FORMS.
DO NOT INTERPRET WALL THICKNESS (T) SHOWN FOR THE THICKNESS
ACCEPTABLE, BUT IS USED IN COMPUTING ENDWALL GUANTITIES.
WHEN THE CONTRACTOR ELECTS TO USE A CONSTRUCTION JOINT AT THE SOTTDI
OF THE PIPE, PLACE BAR "X" DOWELS IN THE BASE AS SHOWN ON PLANS.
tl SPACE OARS APPROXIMATELY ON 12" CENTERS UNLESS OTHERWISE DIRECTED
> i BY THE ENGINEER.
DEERE LANDING DRIVE &THOMAS RIDGE LANE WHEN THE CONTRACTOR ELECTS TO USE A CONSTRUCTION JOINT AT THE BOTTOM
Superelevated with Valley Curb and Ditch
c C m i OF THE PIPE AND POUR THE BASE SEPARATELY LEAVE THE POUR ROUGH.
NTS mmi
USE CLASS "B" CONCRETE.
50' Right-of-way
33' r• �,
PevemenL
Slope As Required
\-72- SF -9.5 A Superpave Asphalt Mi.
�StN1IC
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s.Q �
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,Q•.
9" STBC, Type A -
0
os=
1-1/2" SF -9.5 A Superpave Asphalt Mix
STORM GRAIN
B" ABC, Type B
4`SUBJECT TO STANDARDS OUTLINED ON
PAGE 46 OF THE NC SUBDMSION ROADS
SECTION AA
MINIMUM CONSTRUCTION STANDARDS
AND ENGINEERED FIELD SOILS TESTS.
TYPICAL CUL-DE-SAC
NO CURB & GUTTER
Gn
Not To Saele
TER
UPSTREAM END OF
�StN1IC
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,Q•.
d
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os=
STORM GRAIN
FLOW
P,
IPE
�"p
Gn
TER
� MDQ
�,
rr-yy •S
JWw
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lgb
M r
SURY BOTTOM
W
--I � j
Z
N WJo
■
OF PLYWOOD
I
Ep
W
nDTE.
ALL PARTIALLY CONPIETED STORM DRNN6
1
3/4• EXTERIOR
PLYWOOD
SHALL BE PROTECTED AT THE ENO OF
EACH oar w AccatoaNDE WITH THESE
PLYWOOD
INLET PROTECTION
DETNLS.
STEEL FENCE POST
(TYPICAL)
--
/
UPSTREAM END OF
STORM DRAIN
n
OVERFLOW
PIPE
DIAMETER
WASHED STONE FILTER
ACROSS PIPE INLET
�j ' ll �� HARDWARE aoTH
I I
�J STONE FILTER INLET PROTECTION
STANDARD PIPE INLET PROTECTION (PLYWOOD & STONE)
roo
R/W 65' Existing (70' Future) R/W R/W n, m r
<etm S 1 6.5 1 17.5'1.
TYP.) v2 P
.5Ga
oam
10'2
02Exist. r1.
IM
PAVEMENT DESIGN
2.5" S-9.5 B H -S9.513 PAVEMENT SHALL TAPER TO MEET
8" A.B.C. [-ABC EXISTING CROWN AND SLOPE
NOTES WIDENING FOR EDDIE HOWARD ROAD 83018'
I. WIDENING SHALL MATCH THE SLOPE OF THE EXISTING PAVEMENT UNLESS OTHERWISE DIRECTED BY DIRECTOR OF ENGINEERING.
2. PAVEMENT DESIGN SHALL BE AS SHOWN OR AS CALCULATED ACCORDING TO SPECIFICATIONS, WHICHEVER IS GREATER.
3. GUTTER DESIGN MAY BE MODIFIED WITH TOWN ENGINEER APPROVAL. DESIGN MUST ADEQUATELY ADDRESS ON -STREET PARKING, DRAINAGE AND SMOOTH
TRANSITION OF DRIVEWAYS.
4. SIDEWALK LOCATION MAY VARY FROM STANDARD SECTION WHERE THE TOWN AND PROPERTY OWNER AGREE ON BETTER PEDESTRIAN LOCATION AND
SAFETY.
5. WHERE THE LAND DEVELOPMENT ORDINANCE ALLOWS STREET TREES IN THE UTILITY STRIP, A 5' UTILITY EASEMENT OR ADDITIONAL ROW WILL BE ADDED
EACH SIDE OF ROW REQUIRED (A).
NOTES
1. L - THE LENGTH OF THE RLPRAP APRON.
2. d - 1.5 TIMES ME MAXIMUM STONE DIAMETER BUT NOT
LESS MAN 6' (INCHES).
3. IN A WELL-DEFINED CHANNEL EXTEND THE APRON UP THE
CHANNEL BANKS TO AN ELEVATION OF 6' (INCHES) ASOM
THE MAXIMUM TAILWATER DEPTH OR TO THE TOP OF THE
BANK, WHICHEVER IS LESS.
L
4. A FILTER BLANKET OR FILTER FABRIC SHOULD BE
PIPE INSTALLED BETWEEN THE RIPRAP AND SOIL FOUNDATION.
d
L
**7111TER
SECTION'A-A' FABRIC
STANDARD PIPE OUTLET TO WELL-DEFINED CHANNEL
3.0'
4.0'
L0'
SECONDARY ROADS
PATCHING DETAIL
PAVEMENT SCHEDULE
(MILLM REOUIRED ONE FOOT AT DEPTH OF 1,5'
ON EACH SIDE OF PAVEMENT CUT)
3.0'S 9.5 B
4.0'B 25.0 B
DRAWING IS NOT TO SCALE
PROJECT; 4567
S-16
OF 20
�StN1IC
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s.Q �
a 4
,Q•.
d
IIgQ�
i
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os=
P,
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rr-yy •S
JWw
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W
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Z
N WJo
■
/ 1 tl [„I $�
•�± Z
Ep
W
z
amu=
W=4
O
u
PAVEMENT SCHEDULE
(MILLM REOUIRED ONE FOOT AT DEPTH OF 1,5'
ON EACH SIDE OF PAVEMENT CUT)
3.0'S 9.5 B
4.0'B 25.0 B
DRAWING IS NOT TO SCALE
PROJECT; 4567
S-16
OF 20

WPICK APPLICATION AT END OF ROADWAY (DEAD END)
REGARDLESS OF WHETHER GUARDRAIL IS INSTALLED
3 MARKERS MINIMUM
DNG SIGNAGE REQUIRED AS PER MUTM EOR DFM END iw
D-ERSECTION STREET.
N1'R ENTIRE STREET NTH SPACING STARTRIG AT CURB. DRAWING NOT TO SCALE
TOWN END OF ROAD MARKERS
AY-VARINA oco+2
FUQUAY-VARINA STANDARDOFFUQUDETAILS (DEAD END)
NOTES:
1. TRANSVERSE EXPANSION JOINTS TO BE A MAXIMUM OF 50'.
2. ALL CONCRETE TO BE FINISHED WITI CURING COMPOUND.
3. ALL CONCRETE SMALL CONFORM TO ALL APPUCABLE
REOIIIREMENTS OF THE ACI.
{. ALL SIDEWALKS SHALL BE 5'-0• UNLESS APPROVED OTHERWISE 81
THE DIRECTOR OF ENGINEERING.
5. FOR LOCATIONS WITH SIDEWAIH ON ONLY 1 SIDE OF STREET.
SIDEWALK SHALL BE LOCATED ON NORTH OR EAST SIDE OF
STREET.
UTILITY STRIP
SIDEWALK
SLOPE
SLOPE
1 2'PERF
1 4"PEfL FQQT
STANDARD JO" CONC.
CURB AND (SLITTER
TYPICAL
SECTION
F
a
VARIES
0-0'
1'
tl
MIN 51 -0 -
VIEW
PLAN
NOTES:
1. TRANSVERSE EXPANSION JOINTS TO BE A MAXIMUM OF 50'.
2. ALL CONCRETE TO BE FINISHED WITI CURING COMPOUND.
3. ALL CONCRETE SMALL CONFORM TO ALL APPUCABLE
REOIIIREMENTS OF THE ACI.
{. ALL SIDEWALKS SHALL BE 5'-0• UNLESS APPROVED OTHERWISE 81
THE DIRECTOR OF ENGINEERING.
5. FOR LOCATIONS WITH SIDEWAIH ON ONLY 1 SIDE OF STREET.
SIDEWALK SHALL BE LOCATED ON NORTH OR EAST SIDE OF
STREET.
UTILITY STRIP
SIDEWALK
SLOPE
SLOPE
1 2'PERF
1 4"PEfL FQQT
STANDARD JO" CONC.
CURB AND (SLITTER
TYPICAL
SECTION
JOINT SEALER SIDEWALK SURFACE
11\2-
1/8" RAD 1/P -- JOINT FILLER
TRANSVERSE EXPANSION -JOINT
TOWN OF FUQUAY-VARINA
FUQUAY-VAP,INA STANDARD DETAILS CONCRETE SIDEWALK L7
m
ALTEFNATNE 1 ALTS NATIVE 2
18 X 18" 18 X 18 J'
e.
FED
RESIECTNE SHEETING e.
11TU ON
0.1255' A.ED H PANEL J.
® 6!
3- DIA R7
BUTTON—TYPE 0
DELNEATGR$
i
DRAWING NOT TO SCALE
I I TOWN N ARDFUQDETAILS
A END OF ROAD MARKER SIGNS
FJQJAY-VARINA STANDARD DETAILS
SCORE FULL WIDTH OF
CURB AND GUTTER
PLAN
2'-0" 2•-6•
r B• T•_B• 2.-0. B.
i
-2
FRONT EdL
�� • 1;;sZ
OFDARDFUQUAY-VARINAMETHOD OF ENDING
FUQUAY-VARINA TANDETAILS CURB AND GUTTER'
noNmoYn
Ae—
JOINT FILLER _
Cr t/B" RAMS (iYP.) JOINTS ORRAT ALL MOD CEIJECCU 2 S RAdUS 6• 1/2• RADIif":
1/8" RADIUS 3" RADIUS
I � -
I
FRONT ELEVATION A SECTION A -A
TRANSVERSE EXPANSION JOINT COMBINATION CURB AND GUTTER SIDE ELEVATION
T" 4" SI.OPE.IFT.
It
1 `� • L
12'
VALLEY CURB AND GUTTER
S VA
A.B.C. MINIMUM 6"
OEPiIf -- S —
1
/
A.B.C. UNDER STANDARD
CURB & GUTTER
1/8' RADIUS
1/8" R
�i
MEDIAN CURB AND GUTTER
BQIES: SIDE ELEVATION
1. CONCRETE SHALL BE 3.000 P.S.I.
2. CONTRACTION JOINTS SHALL BE $PACED AT 10' INTERVALS.
(A 15' SPACING WU BE ALLOWED WHEN A MACHINE IS USED.)
3. FINISH ALL CONCRETE WITH CURING COMPOUND.
+ GITTERTOSUPE�RELPVEATION RAlol SHEET 2 OF 2 FOR CURB AND
TOWN OF FUQUAY-VARINA
FUQUAY-VARINA I STANDARD DETAILS CONCRETE CURB AND GUTTER Ll -G,,
If PRaecT: +seT
S-17 g
2D

5/6"X 3/4' WATER METER TOP ENTRY
VERTICALLY ALIGNED
TOP OF LOCKABLE ANGLE BALL VALVE SHALL BE LOCATED CARTRIDGE DUAL TOWN MAINTENANCE
WITHIN S" TO 7' OF SURFACE AND CLEAR OF LID CHECK VALVE ENDS AT
(ASSE APPROVED) 03 METER BOX
LOCK LE ANGLE (S9ii
BALL VA E
UG LOCK
SET BOX ON 4'%8•X16" I\ GALVANIZED
4'-0' IN SOLD CONCRETE BLOCKS 7' \\ BRACE PIPE
(TW.) REQUIRED
4' MIN. DEPTH UP TO SDEWAJ< - Y
SW TRANSTION i0 iB' DEPTH
45' TO 60
12• /57 WASHED
STORE
UNDISTURBED SOIL
�- 3/4' TYPE "N' SOFT
CORPORATION i a LOUND IN •Vows COPPER %PE, WITH NO
STOP cr v[iiv w tIIAPfx
' Aruu[TeR °O¢uAw m �� 1¢ JOINTS OR COUPLINGS.
W¢ 1 �a � nrtm6 9uu
a0uFe N
H0M WxO °M 1 P�R[VT _' AN APPe0W9
4°r ¢SEINWT MC WK [HEfx AS°E1AiY
12'
2z' Mw.
Ul
te"
STANDARD
COPPER
SERNCE
Mig- ONE
�` CRIMPED
COPPERSETTE7R FOR 5/8• X 3/4"
METER. BRACE PIPE REWIRED
TOWN OF FWUAY-VARINA 3/4 INCH AND 1 INCH WATER SERVICE
FUQUAY-VA, RINA STANDARD DETAas AND METER BOX INSTALLATION
CURB AND CUTTER
PLASTIC VALVE
RJADWAY
STANDARD SERVICE
SADDLE 12 BAND) m
COPPER PIPE CURB STOP
(TYPE K SOFT) BRASS
WATER MAIN
WATER MAIN
BACK OF
SUPPLY LINE
CURB AND GUTTER
STANDARD
SIZE (INCHES)
PLASTIC VALVE BOX-(
SE
NZ
0.57
3/4
SADDLE
(2 BANG)
2
CURB STOP
3/4
1.5
.COPPER PIPE
ELEVATION VIEW
I
_
SCF1 —�
CROADWAY4
WATER
:MENT
INLET 6" B
NIPP
TYP. BRASS EUR
T YP, 3' BRASS NIPI
LAN VIEW
I .METER BOX (SEE DETAIL 12000.01)
I SERVICE UNE--
METER SERNCE
SUPPLY LINE
MAXIMUM
ICE LINE—
SIZE (INCHES)
SIZE (INCHES)
NUMBER OF
BRANCHES
NZ
0.57
3/4
I
2
E WASHED $TONE
BRA55 ELBOW
3/4
1.5
4
ELEVATION VIEW
I
3/4
2
10
EASEMENT
TOWN OF FUQUAY-VARINA
FUQUAY-VAR INA STANDARD DETAILS
BRANCH WATER SERVICES 2 D+
SHALLOW TYPE ME(#®IATE TYPE (4'X'17 DEQ TYPE (5X51
(s M oR aEE x P[PIN) (s fFET ro m rFfl x o[Pxl (p.XR m NFr x °t9m)
CRR
"� 10 ui CFMU AW.m
mWWOE
L . <�
T-1 I
\MN °• W°°riFP
51Wa Ilmc �:rxE aL K° T-
I1N1E OM�a
aw.ox Pm oar. sr°. Bw.oX: Pf1�1 � � S�i0iE
,Y
ro m W ,� ,, p{A p•
L OWINQ
TFroK[ M�FN °�
s1oNE a0olc r _
W� SLAB DETAIL sTnc fimM
uN mR N. P°[TA.r BLAB DETAIL.
Wx U 4 M51¢° � nxcllrvfss wQ q[�1NFa_T1R1I mix
x 10ro �riAa As�U1'imvnac apA. � I MwwcLn"r� ixc°tlNGim,� ` :s
1 W 1WixC WI¢S NI—
TOWN OF FWUAY-VARINA PRECAST CONCRETE CATCH BASINS L"...:FUQUAY-VARINA STANDARD DETAILS
THERE SHALL BE NO MULTIPLE CONNECTIONS
TATER METER
FROM 3/4 (INCH) SERVICE LINES UNLESS
DESIGNED BY A PROFESSIONAL ENGINEER
ICE LINE—
STIPULATING SZE MEETS DEMANDS.
JJJJ((((""""������I� CONCRETE -•
w'•`� STANDARD VALVE BO%
METER BOXES SHALL BE AS DESCRIBED IN THE
•• _ 18•
STANDARD SPECIFICATIONS UNDER WATER
TWEEN BOXES
DISTRIBUTON; METER BOXES SHALL NOT BE
LOCATED IN AREAS SUBJECT TO VEHICULAR
_
TRAFFlC.
Ia_LINE
C.Y. AT 300 P5�
ROADWAY '.
CV RB STOP SHALL BE CENTERED ON MULTIPLE
METER
BRANCH SERNCE.
WATER
:MENT
'BRASS TEE: INLET SZE X 3/4 INCH,
BRANCH WATER SERVICES 2 D+
SHALLOW TYPE ME(#®IATE TYPE (4'X'17 DEQ TYPE (5X51
(s M oR aEE x P[PIN) (s fFET ro m rFfl x o[Pxl (p.XR m NFr x °t9m)
CRR
"� 10 ui CFMU AW.m
mWWOE
L . <�
T-1 I
\MN °• W°°riFP
51Wa Ilmc �:rxE aL K° T-
I1N1E OM�a
aw.ox Pm oar. sr°. Bw.oX: Pf1�1 � � S�i0iE
,Y
ro m W ,� ,, p{A p•
L OWINQ
TFroK[ M�FN °�
s1oNE a0olc r _
W� SLAB DETAIL sTnc fimM
uN mR N. P°[TA.r BLAB DETAIL.
Wx U 4 M51¢° � nxcllrvfss wQ q[�1NFa_T1R1I mix
x 10ro �riAa As�U1'imvnac apA. � I MwwcLn"r� ixc°tlNGim,� ` :s
1 W 1WixC WI¢S NI—
TOWN OF FWUAY-VARINA PRECAST CONCRETE CATCH BASINS L"...:FUQUAY-VARINA STANDARD DETAILS
SHALLOW �TYPE DEEP TYPE (S%5)
(ova m rz[T rcsm)
i ,°a cORFA °
s wIMNo Tr[T5
IF
• • lMm Cax3 6TI�nANI�
NMIIE tXWrE. a rl°°0 � P�
INA D.o.T 5T6 ew.oTt D.ar sro Aw.o.% � 0.aor'rM.t�ro�ew�oac TI
[WIN
m FACTm s' ro m . ohA
T- s°m Ig aNXert SLAB DETAL T ; - • :-=:
BLAB DEFAL
F-�--I ° u[Nrr Nn m4°warcFYoltF.
�I 3eI
[NdNeDI� TK • �l
IF IN�IX BO12' a nTMslwi.2ia roirsm. rGP LIIIi 10' IL —II�
DRAWING NOT TO SCALE
wmele �/ ° TOWN OFFWUAY-VARINA
FUQUAY-VARINA STANDARD DETAILS CONCRETE BLOCK OR BRICK CATCH BASIN D.DP
MA[pd W
BODE
STANDARD VAVE BOX C
HYDRANT E ACED
PAVEMENT
PUMPER NOZZLE FACING AGWIG TIEHE
5'-0' MA%.
a
JJJJ((((""""������I� CONCRETE -•
w'•`� STANDARD VALVE BO%
`•-..�
V THREADED
COUPUN6 $* FROM
FW511ED GRADE
5' SIORZ CONNECTOR
JJJJTAM Ko BACKFlLL
CURB h
` p
�
CONCRETE ENCASEMEHI GUTTER
y
WNCREIE
:: BLOCMIN
i
C.Y. AT 300 P5�
ROADWAY '.
GTE mw j- ALL-THREMED. COR -TEN STEEL RODS.
CAST FON VALVE BOX
(CUT TO LENGTH) FASTENERS SHALL ALSO
TAIIf+m
TAMPED
BE COR -TEN. RODDING SHALL NOT EXCEED
,0-fT. IN LENGTH.
;
MINRIUMz OF C.F.
l
t
UNDISTURBED
5«L
FUQUAY-VARINA
TOWN OF NA
2 INCH BLOW -OFF ASSEMBLY
RW61�R,°
STANDARD
STANDARD DETAILS
TAILS
DUCTILE IRON PIPE
MINIMUM 1/3 CY nT
3000 P.5.1.
SHALLOW �TYPE DEEP TYPE (S%5)
(ova m rz[T rcsm)
i ,°a cORFA °
s wIMNo Tr[T5
IF
• • lMm Cax3 6TI�nANI�
NMIIE tXWrE. a rl°°0 � P�
INA D.o.T 5T6 ew.oTt D.ar sro Aw.o.% � 0.aor'rM.t�ro�ew�oac TI
[WIN
m FACTm s' ro m . ohA
T- s°m Ig aNXert SLAB DETAL T ; - • :-=:
BLAB DEFAL
F-�--I ° u[Nrr Nn m4°warcFYoltF.
�I 3eI
[NdNeDI� TK • �l
IF IN�IX BO12' a nTMslwi.2ia roirsm. rGP LIIIi 10' IL —II�
DRAWING NOT TO SCALE
wmele �/ ° TOWN OFFWUAY-VARINA
FUQUAY-VARINA STANDARD DETAILS CONCRETE BLOCK OR BRICK CATCH BASIN D.DP
MA[pd W
BODE
HYDRANT E ACED
PUMPER NOZZLE FACING AGWIG TIEHE
5'-0' MA%.
a
TRAVEL/FIRE LANE
CONCRETE EK
5' SIORZ CONNECTOR
(IF APPLICABLE
CURB h
` p
�
CONCRETE ENCASEMEHI GUTTER
y
FINISHED
i
GRADE
ROADWAY '.
_
'
CAST FON VALVE BOX
FID
TAIIf+m
TAMPED
BTµ
;
MINRIUMz OF C.F.
l
t
UNDISTURBED
5«L
'•
I'
MECHANICAL JOINT
Cp1CREiE THRUST BLOCK 6" GALE VALVE MECHANICAL JOINT•
1/3 CY AT 3000 PSI.
CONCRETE BLOCKING
DUCTILE IRON PIPE
MINIMUM 1/3 CY nT
3000 P.5.1.
MNN ONE TEE
Sff7ES.
1. TOP OF BLOCKING TO SE 2' FROM 4. IF HYORANT IS LOCATED ON A DOT ROADWAY USE
HYDRANTWEEP HOLES. DOT STANDARDS FOR LOCATION OF HYDRANT
2. HYDRANT IEE MAY BE SUBSTITUTED FOR 5. PAINT HYDRANT ONE COAT AFTER INSTALLATION.
PAINT
D.I.P. APPLE AND RODDING TO VALVE. BARREL RED. CAPS AND BONNET SLYER.
3. TAP PRIG SADDLES MAY BE USED INSTEAD OF A LEE
FOR WATER LINES LARGER THAN 16 INCHES.
��
FUQUAY-VARINA
TOWN OF FWUAY-VARINA
I HYDRANT INSTALLATION
m.oT
0Wxm0Rlo
STANDARD DETAILS
If
7;-4.
a
fl f (sgr7. � ffi a
O
bQW;
� o
�
Vlz Bm
U�
FE PROJECT: 4587
S X218 �
a
� o
�
q a
gG
Sm Z
o cP
;
R
FE PROJECT: 4587
S X218 �

NO1F.
MINIMUM CONCRETE BLOCKING (C.Y.)
ON STATE ROADS
THE FIRE HYDRANT SHALL BE LOCATED BEHIND THE DITCH.
nTxvm
RENO
/'
BENb
BE�
4
.TOWN OFFUOUAY-VARINA
HYDRANT LOCATION FOR ROADS
FUQUAY-VARINA
STANDARD DETAILS
-"-- - _-
WITHOUT CURB AND GUTTER xo'e
CONCRETE SHALL BE 3000 P.S.I. MIX.
NOTP
FITTING SHALL BE WRAPPED WITH A MINIMUM 4 MIL PLASTIC,
J. NO CONCRETE SHALL COVER BOt TS OR GLANDS.
0®— AT ao1
1 I TOWN STANDOF ARD
DETAILS REACTION
REACTION BLOCKING +2aa
FJQJAY-VARINA srANDARDDETaIs
VALVE BOX COVER
GRADE
1 1 .-
FINISHED GRADE
:EO AREAS
BASE COURSE
(PAYED AREAS) ` )'^2 0
12' THICKNESS 1-2 `TAMPED T- I
H OR HB BITUMINOUS BACKFu
CONCRETE MAY BE USED
VALVE BOX
(PAVED AREAS) (UNPAVED AREAS)
1Y THICKNESS 1-2, O •' CONCRETE ENCASFJAENi
H OR HB BITUMINOUS• AT 3000 P.S.I.
'•, CONCRETE MAY BE USED !
NOTE TO CONTRACTOR +
VALVE BOX SHOULD NOT _
CONTACT MAH OR VALVE -i--..:VALVE VALVE 60% CGVEft
(TO BE LABELED 'WATER" OR
SEWER' AS APPROPRIATE)
YAH• .I I ...YAH
PLAN VIEW
TAMPED •. L' - NOTFc
BACKFILL,- - -BLOCKING A 1, ONLY MANUFACTURED VALVE BOX EXTENSIONS SHALL BE ALLOWED.
SECTION VIEW 2' VALVE OPERATING NUT MUST BE EXTENDED SO THAT THE OCPTH
IS NO GREATER THAN 5' (N.) FROM NE SURFACE USING A
MANUFACTURER APPROVED EXTENSION KIT,
3, PRECAST CONCRETE ENCASEMENT IS ALLOWED OUTSIDE OF PAVED AREAS.
ro ST OF NDARD DETAILS VALVE
VALVE BOX INSTALLATION E-1
++
FUQUAY-VAP.INA STANDARD DETAILS
MINIMUM CONCRETE BLOCKING (C.Y.)
TEE OR CROSS
NOM. PIPE
Du. IN.
DEAD ENO$
RENO
BEND
BENb
BE�
4
1/3
1/3
1/3
1/3
1/3
6
1/3
t/3
1/3
1/3
1/3
6
1/3
1/2
1/3
1/3
1/3
10
2/3
3/4
1/2
1/3
1/3
12
3/4
1.0
2/3
1/3
1 1/3
14
1.0
1-1/2
3/4
1/2
1/3
16
1-1/3
2.0
1.0
1/2
1/3
IB
1 1-2/3 1
2-1/3
1-1/3
2/3
1/3
20
2.0 1
3.01-2/3
3/4
1/2
Z4
3,0
4-1/3
2-1/3
1-1/3
2/3
CONCRETE SHALL BE 3000 P.S.I. MIX.
NOTP
FITTING SHALL BE WRAPPED WITH A MINIMUM 4 MIL PLASTIC,
J. NO CONCRETE SHALL COVER BOt TS OR GLANDS.
0®— AT ao1
1 I TOWN STANDOF ARD
DETAILS REACTION
REACTION BLOCKING +2aa
FJQJAY-VARINA srANDARDDETaIs
VALVE BOX COVER
GRADE
1 1 .-
FINISHED GRADE
:EO AREAS
BASE COURSE
(PAYED AREAS) ` )'^2 0
12' THICKNESS 1-2 `TAMPED T- I
H OR HB BITUMINOUS BACKFu
CONCRETE MAY BE USED
VALVE BOX
(PAVED AREAS) (UNPAVED AREAS)
1Y THICKNESS 1-2, O •' CONCRETE ENCASFJAENi
H OR HB BITUMINOUS• AT 3000 P.S.I.
'•, CONCRETE MAY BE USED !
NOTE TO CONTRACTOR +
VALVE BOX SHOULD NOT _
CONTACT MAH OR VALVE -i--..:VALVE VALVE 60% CGVEft
(TO BE LABELED 'WATER" OR
SEWER' AS APPROPRIATE)
YAH• .I I ...YAH
PLAN VIEW
TAMPED •. L' - NOTFc
BACKFILL,- - -BLOCKING A 1, ONLY MANUFACTURED VALVE BOX EXTENSIONS SHALL BE ALLOWED.
SECTION VIEW 2' VALVE OPERATING NUT MUST BE EXTENDED SO THAT THE OCPTH
IS NO GREATER THAN 5' (N.) FROM NE SURFACE USING A
MANUFACTURER APPROVED EXTENSION KIT,
3, PRECAST CONCRETE ENCASEMENT IS ALLOWED OUTSIDE OF PAVED AREAS.
ro ST OF NDARD DETAILS VALVE
VALVE BOX INSTALLATION E-1
++
FUQUAY-VAP.INA STANDARD DETAILS
low
TOWN OF FUQUAY-VARINA THRUST COLLAR E
�.+3
FUC)UAY-VARINA STANDARD DETAILS
(2) CLOSED PICNHOLES'
}3/4'
1• RAISED LETTERING
+/4•
WA�pp (RECESSED FLUSH). -.
Q p (TO BE LABELED WATER' OR
'SEWER' AS APPROPRIATE).
T—s/1e-
T" BOX SHALL E!E CENTERED
xr OVER VALVE
I
ALL PARTS $HALL BE aF
THE SAME MATERIAL AND
SUPPUm BY THE $AME
yut_ MANUFACTURER
9'
L-
r3/e r
I
BOTTOM SECTION L'
f I. VALVE BOX COVER SHALL WEIGH A MINIMUM 26 I1,
ENTIRE VALVE BOX ASSEMBLY h COYER SHALL Rl
7-1/B' CAST FROM CLASS 35 GRAY IRON.
3. ASSEMBLY SHALL BE DOMESTICALLY MADE AND
TOP SECTION MANUFACTURED IN THE U.S.A.
TOWN OF FUQUAY-VARINA
FUC UA`(-VARINA STANDARD DETAILS VALVE BOX INSTALLATION[EEll,-j
SCHEDULE
TEE OR CROSS
PIPE SIZE I
A 1 6 1C
STEEL RODS, (CUT TO LENGTH) VALVE
FASTENERS SHALL ALSO BE
/ RINGS
COR -TEN.
6" THRU 12"
12" 1T"
2'
1
A
18"
.
IwNfm1T11Iwu11ellllNlllw
...
4
20"
®
® PP
x
24'
12 18
3'
1 2
W.
14' 16' 1
4"
1 2
36' 1
16" 1 16' 1
4'
1 2
THRUST COUAR A
CJ
24" 10
(3.000 PSI CONCRETE)
I 1
FJQJAY-VARINA
L
VALVE RODDING
1za.te
rom�o
low
TOWN OF FUQUAY-VARINA THRUST COLLAR E
�.+3
FUC)UAY-VARINA STANDARD DETAILS
(2) CLOSED PICNHOLES'
}3/4'
1• RAISED LETTERING
+/4•
WA�pp (RECESSED FLUSH). -.
Q p (TO BE LABELED WATER' OR
'SEWER' AS APPROPRIATE).
T—s/1e-
T" BOX SHALL E!E CENTERED
xr OVER VALVE
I
ALL PARTS $HALL BE aF
THE SAME MATERIAL AND
SUPPUm BY THE $AME
yut_ MANUFACTURER
9'
L-
r3/e r
I
BOTTOM SECTION L'
f I. VALVE BOX COVER SHALL WEIGH A MINIMUM 26 I1,
ENTIRE VALVE BOX ASSEMBLY h COYER SHALL Rl
7-1/B' CAST FROM CLASS 35 GRAY IRON.
3. ASSEMBLY SHALL BE DOMESTICALLY MADE AND
TOP SECTION MANUFACTURED IN THE U.S.A.
TOWN OF FUQUAY-VARINA
FUC UA`(-VARINA STANDARD DETAILS VALVE BOX INSTALLATION[EEll,-j
Na Z0 B
m loZ M U O
>> Fwn w
QWZ y0]V
Yj �Wi�i f�DTz 5
5
F
T 4587 as20
11
TEE OR CROSS
3/4• ALL -THREADED, COR -TEN
�
STEEL RODS, (CUT TO LENGTH) VALVE
FASTENERS SHALL ALSO BE
COR -TEN.
_.� RODDING SHALL NOT EXCEED 10 FT
• '
IN LENGTH.
A
.
IwNfm1T11Iwu11ellllNlllw
...
4
®
® PP
x
TYPICAL EYE BOLT
CONNECTION
CONCRETE
BLOCKING
9
COR -TEN ROD REOUIRFYFNTS GENERAL NOTES
BRANCH SIZE NO. OF RODS 1. SEE STANDARD THRUST BLOCK.
4" 2
6• 2 2. CONCRETE SHALL NOT CONTACT BOLTS OR
B"4 ENDS
TOF MECHANICAL FITTINGS.
' 8
��gZqga
18' 8
CJ
24" 10
I 1
FJQJAY-VARINA
'STA'N FWUAY-VARINA
VALVE RODDING
1za.te
rom�o
STANDARD DETAILS
Na Z0 B
m loZ M U O
>> Fwn w
QWZ y0]V
Yj �Wi�i f�DTz 5
5
F
T 4587 as20
.a�
:4
�
V I•� 3
U
x
11 j�j'7J
0
xx U
9
��gZqga
3
CJ
Na Z0 B
m loZ M U O
>> Fwn w
QWZ y0]V
Yj �Wi�i f�DTz 5
5
F
T 4587 as20

DUMP STRAP
I' RI
REM(
EXPANSION RESTRAINT
(1/4' NYLON ROPE, DUMP STRAPS
2' FLAT WASHERS) 2 EACH
-� BAG DETAIL
DUMP 5111,
i DO NOT ALLOW
ON PUBLIC ROADS.
BE USED WITH
LEANED CUT AFTER
AND/OR AS
NEEDED.
STANDARD SILT BAG - INLET SEDIMENT CONTROL DEVICE
PLACNO GAVEL BAGS SUCH „IAT
DAP9ARE ENGEM
CATCH BABN� 9
� BAGKDFDL!®
CIAIB 4(LBT � �
PLAN NEW
NOTES:
NOTE: GRAVEL BAG SHOULD NOT
1. PLACE GRAVEL BAG BARRIER GENTLY SLOPINGSTREET, WHERE WATER CAN POND
9E HIGHER THAN TOP OF CURB
CURB
AND ALLOW SEDIMENT TO SEPARATE FROM
A F.
INLET
2 LDBGRAAZOF OVENGEOT TILE BRIC (N LWITH
I1(//
91DEWALK
(OR$NUSE
T EEVDNCH
(OR SMALLER) GRAVEL BAGS MUST BE LAYERED SIKH THAT R GAPS ARE EVIDENT,
BELFABRIC(NOTI THAT NO
A MG AR IERSMST AND REMOVE SEOIMENi AFTEREACHWST NT.SEDIMENT
MD RA IMMED
REMCCURB
D FROMPROTEC HE TRAVELED WAYIMMEOKTHE
WHEN INSTALLING
4. WHEN IN9TALBiG CURB INLET PROIECTK)N DEVILEB, NEVER BLOCK THE CURB INLET.
7-H
��
5'
CATCH BARN
\1
Y. B
U
SECTION VIEW
coo
STANDARD GRAVEL BAG CURB INLET PROTECTION
HEIGHT OF
EXISTING D
USAGE ATTACHED ON
UPSTREAM SIDE OF
SANDBAG DYKE TO DIVERT
DRAINAGE TO THE LOW
S10E OF PIPE
INSTALLATION.
1) INSTALL SANDBAGS TO BANKFULL
HEIGHT IN EXISTING DITCH PRIOR TO
BEGINNING INSTALLATION OF 2-48'0 PIPES
AND HEADWALLS.
2) INSTALL PUMP WITH SKIMMER
DEWATERING DEVICE ATTACHED ON
UPSTREAM SIDE OF SANDBAG DYKE TO
DNERT DRAINAGE TO THE LOW SIDE OF
PIPE INSTAL N.
3) INSTALL NEW 480 PIPES AND
ASSDCIATEO HEADWALLS.
4) AFTER PIPE AND HEADWALL INSTALLATION
IS COMPLETE, ENSURE ALL SEDIMENT IS
REMOVED FROM UPSTREAM SIDE OF
SANDBAGS.
5) REMOVE SANDBAG DYKE AND
SKIMMER/PUMP MPURATUS.
EXISTING DITCN TOP -�
OT BANK
SANDBAG DYKE WITH SKIMMEa DIWATERING QFVCE QFTAII
(NTS)
PREVENT
PUMP
)N TO
STREET
t
4 xS 2
2
RIP RAP E50e9'
MIN. DE =24
I'
PERMIN u_�F T SWNc 'R'
(NIST
'STRAW W EY
M W
LINER AS SHOWN
31,
f'
PROJECT
SPECS
PERMANENT SWAIF 'C
cm
'STRAW W Y �L7AUNER
P.M SWAM AS SHOWN
3
PROJECT R
SPECS PROJECT
SPECS
PERMANENT T SWAT E f PERMA ENT c_WAI F •F'
(NM TNT31
t
®NMI
Q.1Em
Yii:l:tftfiF.+AI
7-H
��
5'
T•yl
EMMA
Y. B
U
yF•�� E^� r-Zl ¢s
W
�g
moo©o�m�ma�m®�I
omm��a�����
m�'immoom®m�mmmm�m®
0�0mm�®0®m�mm�
mmm��MUM
®m
emu
m�
�m0
mwnz
WE
cm
EmEnow
'n
m�®"
Wim®®'•
�©m®"
MAIC
INSPECT THE TEMPORARY STREAM
DIVERSION$ AT THE END OF EACH DAY, AT
A MINIMUM TO ENSURE THAT THE
STRUCTURE IS MAINTAINED AND NOT
DAMAGED, THE STIR RED AND
STREAMBANKS ME STABLE, AND THAT
SEDIMENT IS NOT ENTERING THE STREAM
OR BLOCKING FISH PASSAGE OR MIGRATION.
INSPECT FLOW BARRIERS AT THE STMT
MD END OF EACH WORKDAY MD AT MY
TIME THATEXCESS WATER IS NOTED IN
DRY WORK MEAS. CHECK ARMORING AT
THE DIVERSION RETURN POINT TO THE
WATERWAY. AND ADD ADDITIONAL ARMORING
IF EROSION IS NOTED. MARE ANY
NECESSARY REPAIRS IMMEDIATELY. REMOVE
ALL SIGNIFICANT SEDIMENT ACCUMULATIONS.
'JUTE NEY TEMP.
ALE LINER AS
SHOWN
4 z
1'
PRO ECT
SPECS
PERMANENT SWALF 'D'
(NTST
EE PROJECT: 4587
S-20 g
OF 20 /
Yii:l:tftfiF.+AI
7-H
��
5'
T•yl
� 6 N �
` 'yO
Y. B
U
yF•�� E^� r-Zl ¢s
W
�g
mmm��MUM
WE
'n
m�®"
Wim®®'•
�©m®"
EE PROJECT: 4587
S-20 g
OF 20 /
Yii:l:tftfiF.+AI
7-H
��
5'
T•yl
� 6 N �
` 'yO
Y. B
U
yF•�� E^� r-Zl ¢s
W
�g
EE PROJECT: 4587
S-20 g
OF 20 /

f IssE
Wetlands Area `#5
Wetlands krea #6
2
EIP ~
h
Flood Limit
/ ti
P
i 50' Riparian
Buffer
Stream ECM
Wetlanfis #3 Pond
WAtlands Area #7 I
s� P
s Str$am Wetlands #4. Wetlands Area #1
lssS 86"25
1p 59 W/
/ "I "I Iss :
It, " 1-1 o
r w
Course
Bearing
Distance
L-1
S 85"15'14"
W
11.98'
L-2
S 85"28'42
W
57.16'
L-3
S 85"28'57"
W
56.00'
L-4
S 85"26'10
W
56.17'
L-5
S 85"07'02"
W
57.11'
L-6
S 85"04'34"
W
57.77'
L-7
S 85"09'35"
W
55.94'
L-6
S 85"10'46"
W
53.88'
L-9
S 85"18'59"
W
58.00'
L-10
S 86"06'58 "
W
56.10'
L-11
S 89"3439"
W
53.80'
L-12
N 88"28'44"
W
54.42'
L-13
N 8708'31 "
W
45.55'
L-14
N 86"36'16"
W
52.48'
L-15
N 86'22'10"
W
52.26'
L-16
N 86"00'37"
W
53.75'
L-17
N 8535'14"
W
53.49'
L-18
N 833254"
W
55.95'
L-19
N 783649"
W
1.86'
Iss
w
IP
-17
99'51'39'E EIP
378.6
:a
N�
0
.CA
EIP
27.143 Ac. Total
— 0.652 Ac. Road
26.491 Ac. Net y
L-19
Variable Public R/W.�
A
�I
ml
U
a
c�
0
0
� I
1� L_7 L_6 L_ —5 L-4 L_� L-2
flit
� � g
0
kO
.1
—1
Sheet One of Nine
Wetlands Survey and Impacts
Black Creek Estates
1955 Eddie Howard Rd Fuquay-Varina, NC 27526
Town of Fuquay-Varina Middle Creek Township
Wake County, NC Zon ed: AR
Scale: I" = 200' Date 3-17-17
PIN. 0686.01-07-9384 REID: 0110696
0 200 400
GRAPHIC SCALE
PREPARED BY
ST
ANCIL & ASSOCIATES
PROFESSIONAL LAND SURVEYOR, P.A. C-0831
[phone] [phone] (FAX)
[e-mail]
98 Depot Street, P.O. Box 730, Angier, N.C. 27501
Current Owner
Morgan Development Company, LLC
1920 Old Buies Creek Rd Angier, NC 27501 919-440-6479
Welands Consultant
Adams Soils Consulting
1676 Mitchell Road Angier, NC 27501 919-414-6761
-0000
REVISED: Title, Number of Sheets and 100 year Flood Limit 6-7-17
REVISED: Number of Sheets 7-25-17
REVISED: Number of Sheets 8-21-17
For Sites Where The Entire Actual
Jurisdictional Boundary Is Depicted
This certifies that this copy of this plat accurately
depicts the boundary of the jurisdiction of Section
404 of the Clean Water Act as determined by the
undersigned on this date. Unless there is a change
in the law or our published regulations, the determination
of Section 404 Jurisdiction may be relied upon for a
period not to exceed five (5) years from this date. The
undersigned completed this determination utilizing the
appropriate Regional Supplement to the 1987 U.S. Army
Corps of Engineers Wetlands Delineation Manual.
Regulatory Official:
Title:
Da te:
USACE Action ID:
LWMC-1773 C

M
Wetlands Area #1
17
Wetlands
I
1
50'
I
Riparian
•X�o
oa
Bearing
Buffer
Distance
W-1
I
58 05'02"
E
62.71'
W-2
o
40°04'07"
E
26.74'
W-3 I
.
�o•
31 01'51"
W
12.22'
W -A
ao
r
72°21121"
W
51.29'
Edge of
3
Pon r r r
77°44100"
W
45.54'
W-6
N
12°07'54"
W
22.32'
a• �
N
52°38'07"
E
41.86'
r r
o
V
r r r r r
r
r r r
�rO
Off,
r r r r
r r r r r
r
r r r
r r r
0
r r r r
r r r r r
r
r r r
r
-.4 r r r r
r r r r r
r+
r r
r r r r r
r r r r
r r r 9
r r
r r r r r r
r r. r r 4
W,4 r r "�
�9
Wetlands Area #1
17
Wetlands
Area 11
0.076 Ac.
Course
6-7-17
Bearing
Number
Distance
W-1
S
58 05'02"
E
62.71'
W-2
S
40°04'07"
E
26.74'
W-3 I
S
31 01'51"
W
12.22'
W -A
N
72°21121"
W
51.29'
W-5
S
77°44100"
W
45.54'
W-6
N
12°07'54"
W
22.32'
W-7
N
52°38'07"
E
41.86'
W-8
N
03°24'30"
E
11.01'
Sheet Two of Nine
We tl an ds Survey
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 " = 30' Date 3-17-17
PIN. 0686.01-07-9384 REID: 0110696
IF i :i
GRAP,VIC-SC#LF-,'-
REVISED:
Number
of
Sheets
6-7-17
REVISED:
Number
of
Sheets
7-25-17
REVISED:
Number
of
Sheets
8-21-17
For Sites Where The Entire Actual
Jurisdictional Boundary Is Depicted
This certifies that this copy of this plat accurately
depicts the boundary of the jurisdiction of Section
404 of the Clean Water Act as determined by the
undersigned on this date. Unless there is a change
in the lav or our published regulations, the determination
of Section 404 Jurisdiction may be relied upon for a
period not to exceed five (5) years from this date. The
undersigned completed this determination utilizing the
appropriate Regional Supplement to the 1987 U.S. Army
Corps of Engineers Wetlands Delineation Manual.
Regulatory Official:
Title:
Date:
USACE Action ID:
UPMC -1773 D

Proposed 50'
Public R/W
See Sheet Six of Se
for Riparian Buffer Imps is
and Sheet Seven of Sevelfi�
fo largement and
decript�ionof wetland
impacts \ ��
9
I
X V
A
ooa I , � tr
Wetlands of PL r4 °f _ rW-70
w-45 ' St 4 S
8 SSre'rd�io •
��^®off°�i /
't ,�-- 50' Riparian -:i.;;;;;;;;; s
Buffer;;"
,..,,,,,,, ........... 3
Ik
( '^o°. " "
• '�' ' ' • ' • ' Wetlands Area #2,,
Stream Wetlands #1; ' ' ' o'
d'
Sir^ . . 19
Stream 9
.3��1 'O
q�29 • v)
0 00
Stream of Pond
Edge of Pondo % ;"f10
o , , °. Pond "
Edge of Pond4, " , . ,;
�O
...,3 \
Pond Edge of PondL9X23,
\
Edge of Pond, ;
Edge of Pond���'!'1 3
o '
N '
I I .
Edge of Pond
Pro
WeNandPu.t
of .
Ind 50'
R/W
Wetlands Area
0.258 Ac.
#3
Course
Bearing
Bearing
Distance
Distance
W-45
S
86'50'40"
E
52.93'
W-46
S
22°18'45"
W
7.60'
W-47 IS
W-12
47°22102"
W
10.49'
W-48 IS
S 76°12'37"
16°09'15"
W
12.99'
W-49 IS
W
34°33'30"
W
30.84'
W-50
S
76°23'05"
W
11.43'
W-51
N
82°58'30"
W
12.57-
W-52
S
58°43'15"
W
16.71'
W-53
S
18°35'32"
W
53.90'
W-54
S
48°33'54"
W
22.52'
W-55 IS
W-22
07°42'03"
W
41.64'
W-56
S
05°11'10"
E
37.47'
W-57
S
16°41'52"
W
27.84'
W-58
S
42'14'32"
W
11.91'
W-59
S
30°09150"
W
20.75'
W-60 IS
N 38°15'37"
40°14'36"
W
28.77'
W-61
S
21°51'13"
W
12.56'
W-62
S
57°35'33"
W
28.55'
W-63
N
22°07'51"
W
49.68'
W-64
N
04°36'23"
E
16.63-
W-65
N
43°20'43"
E
54.23'
W-66 IN
22.10'
32°17'51"
E
71.07'
W-67
N
28°21'31"
El
62.38-
W-68
N
22°38'22"
E
54.03'
W-69
N
22°29'05"
El
48.48'
Sheet Three of Nine
We tl an ds Survey
9 �•,, Black Creek Estates
9s °'os 1955 Eddie Howard Rd Fuquay-Varina, NC 27526
Town of Fuquay-Varina Middle Creek Township
Wake County, NC Zoned: AR
Scale: 1 " = 50' Date 3-17-17
PIN: 0686.01-07-9384 REID: 0110696
Wetlands Area
0.753 Ac.
#2
Course
Bearing
Bearing
Distance
W-9
S 81°25'28"
W
38.96-
W-10
S 27°49'54"
W
67.38'
W-11
S 00°35'57"
W
61.68'
W-12
S 42°59'36"
W
65.35'
W-13
S 76°12'37"
W
64.73'
W-14
S 49°43'11"
W
53.81'
W-15
S 06°35'41"
W
78.30'
W-16
IS 05°49'29"
W
54.79-
W-17
S 18°41'35"
W
64.61'
W-18
S 30'57'32"
W
30.45'
W-19
N 01°14'56"
E
11.17'
W-20
N 04°08'34"
E
43.18'
W-21
IN 54°21'11"
E
17.99'
W-22
N 13°02'35"
W
42.16'
W-23
N 57°29'49"
W
21.09'
W-24
N 11°52'18"
E
31.22'
W-25
N 50°15'58"
W
14.86'
W-26
N 22°31'59"
E
14.54'
W-27
N 56'20'55"
E
19.28'
W-28
N 38°15'37"
E
13.22'
W-29
N 37°54'03"
W
5.97'
W-30
N 24°03'57"
E
8.31'
W-31
N 43°52'34"
E
14.36'
W-32
N 16°41'52"
E
32.30'
W-33
N 05°11'10"
W
37.79'
W-34
N 07°42'03"
E
39.69'
W-35
N 48°33'54"
E
22.10'
W-36
N 18°35'32"
E
53.51'
W-37
N 58'43'15"
E
13.86'
W-38
S 82°58'30"
E
11.91'
W-39
N 76°23'05"
E
13.68'
W-40
N 34'33'30"
E
32.94'
W-41
N 20°42'11"
E
12.27'
W-42
N 47°22'02"
E
10.37'
W-43
N 19°36'17"
E
10.24'
W-44
S 86°50'40"
E
129.20'
Stream Wetlands
0.037 Ac.
#1
Course
Bearing
Distance
W-70
IS
86°50'40"
E
4.81-
W-43
IS
19°36'17"
W
10.24'
W-42
IS
47°22'02"
W
10.37'
W-41
S
20°42'11"
W
12.27'
W-40
S
34°33'30"
W
32.94-
W-39
S
76°23'05"
W
13.68'
W-38
N
82°58'30"
W
11.91'
W-37 IS
58°43'15"
W
13.86'
W-36 IS
18°35'32"
W
53.51'
W-35
S
48°33'54"
W
22.10'
W-34
S
07'42'03"
W
39.69'
W-33
S
05°11'10"
E
37.79'
W-32
S
16°41'52"
W
32.30'
W-31
S
43°52'34"
W
14.36'
W-30 IS
24°03'57"
W
8.31-
W-29 IS
37-54'03"
E
5.97-
W-28
S
38'15'37"
W
13.22'
W-27
S
56°20'55"
W
19.28'
W-26
S
22°31'59"
W
14.54'
W-71
N
50°15'58"
W
4.09'
W-72 IS
57°35133"
W
2.17'
W-61
N
21°51'13"
E
12.56'
W-60
N
40°14'36"
E
28.77'
W-59
N
30°09'50"
E
20.75'
W-58
N
42°14'32"
E
11.91-
W-57
N
16°41'52"
E
27.84'
W-56
N
05111'10"
W
37.47'
W-55
N
07°42'03"
E
41.64'
W-54
N
48°33'54"
E
22.52'
W-53
N
18°35'32"
E
53.90'
W-52
N
58°43'15"
E
16.71'
W-51
S
82°58'30"
E
12.57'
W-50
N
76°23'05"
E
11.43'
W-49
N
34°33'30"
E
30.84'
W-48
N
16°09'15"
E
12.99'
W-47
N
47°22'02"
E
10.49'
W-46
N
22°18'45"
E
7.60'
0 50 100
GRAPHIC SCALE
000°°S1� �CAno O°o
��pSSI•• _.?
0
"oIlestelc
'•.• SURv •,
000000 l O O Boot
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 Boundary Is Depicted
This certifies that this copy of this plat accurately
depicts the boundary of the jurisdiction of Section
404 of the Clean Water Act as determined by the
undersigned on this date. Unless there is a change
in the law or our published regulations, the determination
of Section 404 Jurisdiction may be relied upon for a
period not to exceed five (5) years from this date. The
undersigned completed this determination utilizing the
appropriate Regional Supplement to the 1987 U.S. Army
Corps of Engineers Wetlands Delineation Manual.
Regulatory Official:
Title:
Da te:
USACE Action ID:
LWMC-177.3 F

Stream at PL
W-10(
Stream at
00040 00� oftaft4%
Wetlands Area #6
Stream
Stream
o� �Q
F0
iss 'a-Ar�'�'�°
of
A�
50' Riparian Buffer
Wetlands Area #4
w , Wetlands
#2
W-73
Bearing
N
a r N M r
r
N N N
a
N N
a
r N� eii
oar,
N a
r Cd
r r 01
r
N a a r
a
r r
o'',o
5 Jm .i Stream,WB
r r
r N
n a
r N a oo
r r a r
i
r a r r
r
r ^
W-77
e
e
N N r N r
N r r
N
N
-N
S
s N
r N
r N
W-79
Str m r
N
N WB 4
0.66'
' Stream
�r
N 3
N ofGo r
3N N a N N
N
N
01
V1�B6
S/rsa�
N
N N �it r
r
14.25'
W-82
Of r S
ha r
r
N r r
r
r
N r N r N
'r
N
.
100 Year
vo
N r N N r
r
15.80'
W 92ao
N
15°45'56"
E
15.57'
W-86
i0 N
r
Stream
N
N
1,y N N N
�
W-87
N
07'24'13"
N N N r
N
N N a
14.74'
W-91
N
19°43'55"
E
13.45'
W-90
N
57°48'21"
N
r N M N r
r
r N N
07"24'13"
W
26.34'
r Stream r
N
N
a
of
A�
50' Riparian Buffer
Wetlands Area #4
w , Wetlands
#2
r N N
Bearing
N
a r N M r
r
N N N
86 50'40"
a a
r r r N a
r
N a
11°00'53"
W
a N r N r
r
N N
14°14'04"
5 Jm .i Stream,WB
r r
N
3
N r
i
N
W
41.21'
W-77
S
rt N
N N r N r
N r r
N
N
N r
N
S
s N
W
11.08'
W-79
N
N Co
E
0.66'
W-80
�r
N 3
N ofGo r
3N N a N N
N
N
N3
W-81
N
30°28'03"
E
14.25'
W-82
N
N N a r N
N
39.34'
Approximate
r
N r N r N
'r
N
36.21'
100 Year
vo
N r N N r
r
15.80'
Flood Limit
N
15°45'56"
E
15.57'
W-86
N
Stream
E
12.41'
W-87
N
07'24'13"
W
28.79'
E
14.74'
W-91
N
19°43'55"
E
of
A�
50' Riparian Buffer
Wetlands Area #4
0.095 Ac.
Course
Bearing
Bearing
Distance
Distance
W-73
S
86 50'40"
E
33.51'
W-74
S
11°00'53"
W
24.94'
W-75
S
14°14'04"
W
57.79'
W-76
S
15°53'38"
W
41.21'
W-77
S
70°23125"
W
25.57'
W-78
S
64°51'26"
W
11.08'
W-79
N
00°37'04"
E
0.66'
W-80
S
86°14124"
E
1.22'
W-81
N
30°28'03"
E
14.25'
W-82
N
07°36'49"
E
39.34'
W-83
N
16'12'03"
W
36.21'
W-84
S
87°57'44"
E
15.80'
W-85
N
15°45'56"
E
15.57'
W-86
N
62-53-29--
E
12.41'
W-87
N
07'24'13"
W
28.79'
Wetlands Area #5
0.024 Ac.
Course
Bearing
Course
Distance
W-88
S 86°50'40"
E
24.40'
W-89
S 07°24113"
E
26.34'
W-90
S 57°48121"
W
10.61'
W-91
S 19°43'55"
W
13.45'
W-92
S 88°33'52"
W
14.74'
W-93
N 00°37'04"
E
46.16'
Stream
Wetlands
#2
0.014 Ac.
Course
Bearing
W-94
Distance
W-98
S
86'50'40"
E
5.09'
W-87
S
07°24'13"
E
28.79'
W-86
S
62°53129"
W
12.41'
W-85
S
15-45-56'
W
15.57'
W-84
N
87°57144"
W
15.80'
W-83
S
16°12'03"
E
36.21'
W-82
S
07°36'49"
W
39.34'
W-81
S
30°28103"
W
14.25'
W-80
N
86°14'24"
W
1.22'
W-99
N
00°37'04"
E
3.83'
W-97
N
30°28'03"
E
10.87'
W-96
N
07036149"
E
38.08'
W-95
N
17 40'58"
W
32.01'
W-100
N
00°37'04"
E
8.63'
W-92
N
88°33'52"
E
14.74'
W-91
N
19°43'55"
E
13.45'
W-90
N
57°48'21"
E
10.61'
W-89
N
07"24'13"
W
26.34'
Sheet Four of Nine
We t1an ds Survey
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
PIN: 0686.01- 07- 9384 REID: 0110696
0 20 40
GRAPHIC SCALE
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 Ac.
Course
Bearing
Distance
W-94
N
00°37'04"
E
77.62'
W-95
S
17°40'58"
E
32.01'
W-96
S
07'36'49"
W
38.08'
W-97
S
30-28-03--
W
10.87'
For Sites Where The Entire Actual
Jurisdictional Boundary Is Depicted
This certifies that this copy of this plat accurately
depicts the boundary of the jurisdiction of Section
404 of the Clean )later Act as determined by the
undersigned on this date. Unless there is a change
in the lair or our published regulations, the determination
of Section 404 Jurisdiction may be relied upon for a
period not to exceed five (5) years from this date. The
undersigned completed this determination utilizing the
appropriate Regional Supplement to the 1987 U.S. Army
Corps of Engineers Wetlands Delineation Manual.
Regulatory Official:
Title:
Date:
USACE Action ID:
L
-1773 F

W-108
Stream Stream
-107 W-109
Stream Stream
00 c+
Stream Stream
WA 22
Stream Stream
Stream
Wetlands #3
Strea
50' Riparian
Buffer
?3
Irk
tr°Va1�-123
Stream
,a W-124
Stream
,125
,� y ♦ r r ♦ r Stream Stream
r ♦ ♦ ♦ ♦ ♦ r ♦ ♦ ♦ r ♦ ♦ Stream Wetlands #4 \
♦ ♦ W tlands Area 17,
r ♦ ♦ r ♦ ♦ ♦ ♦ ♦ r ♦ .� N
♦ r ♦ ♦ ♦ ♦ ♦ ♦ ♦ 0 c
, , , Stream > Stream
r ♦ ♦ � r ::;
to
01 00I "' a 50' Riparian
Buffer
��,roorn �y Qv
0 6'De
h Sg y�
Stream Wetlands
0.009 Ac.
#3
Course
Bearing
Bearing
Distance
Distance
W-101
N
60115159"
W
4.40'
W-102
N
04'27'53"
W
11.65'
W-103
N
03'47'55"
W
32.04'
W-104
N
07'32108"
W
47.59'
W-105
N
03'18116"
E
22.80'
W-106
N
08'03138"
W
17.62'
W-107
N
07'50'26"
E
11.52'
W-108
S
82'09'34"
E
1.00'
W-109
S
07'50'26"
W
11.37'
W-110
S
11'18'32"
E
17.67'
W-111
S
00'47119"
W
22.75'
W-112
S
07'32108"
E
47.44'
W-113
S
03'47155"
E
32.09'
W-114
S
07'03112"
E
14.16'
��,roorn �y Qv
0 6'De
h Sg y�
Sheet Five of Nine
�-- We t1an ds Survey
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" = 30' Date 3-17-17
PIN: 0686.01-07-9384 REID: 0110696
I 30 ,/
GRAPHIC SME
REVISED:
Stream Wetlands #4
0.012 Ac.
Course
#7
-f�
Bearing
REVISED:
Distance
W-115
N
60115159"
W
3.25'
W-116
N
52°18'02"
E
1.18'
W-117
N
00°06128"
W
24.22'
W-118
N
09°36130"
W
28.72'
W-119
N
27°27105"
E
28.24'
W-120
N
70°24106"
E
16.01'
W-121
N
10055114"
W
6.30'
W-122
R= 5.00'
Tan: -11.88'
Chd: N 29°22109" E
L = 19.69'
CA: 225°39151"
9.22'
W-123
Chd:
R= 5.00'
Tan: 5.90'
S 11°54141" W
L = 8.68'
CA: 99°25114"
7.63'
W-124
S
10°55114"
E
8.88'
W-125
S
70124'06"
W
17.41'
W-126
S
27°27'05"
W
25.91'
W-127
S
19°33115"
E
28.98'
W-128
S
11°06'59"
W
26.96'
W-129 I
S
52°18'02"
W
1.23'
Sheet Five of Nine
�-- We t1an ds Survey
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" = 30' Date 3-17-17
PIN: 0686.01-07-9384 REID: 0110696
I 30 ,/
GRAPHIC SME
REVISED:
Wetlands
0.095
Area
Ac.
#7
-f�
Course
REVISED:
Bearing
of
Distance
W-133
N
66°25'53"
E
15.03'
W-134
N
60°56'08"
E
43.07'
W-135
S
77°47130"
E
1972-
W-136
N
23°55'07"
E
35.09'
W-137
N
84056108"
E
23.45'
W-138
N
18035131"
W
46.57'
W-139
S
74°48'43"
E
7.52'
W-140
S
12'55'28"
E
47.98'
W-141
S
69'39'32"
W
2.51'
W-122
R= 5.00'
Tan: -11.88'
Chd: S 29'22109" W
L = 19.69'
CA: 225'39151"
9.22'
W-121
S
10'55'14"
E
6.30'
W-120
S
70'24'06"
W
16.01'
W-119
S
27'27'05"
W
28.24'
W-118
S
09'36130'
E
28.72'
W-117
S
00'06128"
E
24.22'
W-116
S
52'18102"
W
1.18'
Sheet Five of Nine
�-- We t1an ds Survey
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" = 30' Date 3-17-17
PIN: 0686.01-07-9384 REID: 0110696
I 30 ,/
GRAPHIC SME
REVISED:
Number
of
Sheets
6-7-17
REVISED:
Number
of
Sheets
7-25-17
REVISED:
Number
of
Sheets
8-21-17
For Sites Where The Entire Actual
Jurisdictional Boundary Is Depzc ed
This certifies that this copy of this plat accurately
depicts the boundary of the jurisdiction of Section
404 of the Clean Water Act as determined by the
undersigned on this date. Unless there is a change
in the lair or our published regulations, the determination
of Section 404 Jurisdiction may be relied upon for a
period not to exceed five (5) years from this date. The
undersigned completed this determination utilizing the
appropriate Regional Supplement to the 1987 U.S. Army
Corps of Engineers Wetlands Delineation Manual.
Regulatory Official:
Title:
Date:
USACE Action ID:
I
LWMC-1773 H

_w
Proposed 50'
Public R/W
2 Fill,/Impact 11
' F- Zoie 1 Fill Impact #1
IMPACT .
a) s
,.UFFEIR
D
A 00e 2
09 v
f
/
1
1,0�e �a
g0 �e
o,.
\
19 C
0
Permanent Flil I�pact
27 sq. ft. Total .
(I sq. ft. per lost)
footings for raised Zone 1
boardwalk (T"yp) Bridge Impa
O
74 sq. ft.
Zone
1 Fill Impact #1
Riparian
Course
Bearing
Distance
B-1
S 32"17'51" W
18.54'
B-2
R= 30.00' L = 8.59'
Tan: 4.32' CA: 16"24'12"
Chd: N 00"30'03" W 8.56'
B-3
N 07°42'03" E
6.62'
B-4
N 86"31'22" E
9.11'
Zone
1 Fill Impact #27'140
sq. ft.
Course
Bearing
Distance
B-11
N 06"35'41" E
24.81'
B-12
N 49°43'11" E
12.55'
B-13
S 16°41'52" W
22.99'
B-14
R= 30.00'
Tan: 6.24'
Chd: S 28"26'35" W
L = 12.30'
CA: 23"30'03"
12.22'
Q
X50' Ripalyian
Buffer
Wetlands Area 12
i
ti I
q)
� � 1
I
\ I
f
11 \ It( Z �M
4'
M v
N
3 E
f
WA I'
stream
Zone 1
Impact
Sfea� ,�� trea�A 4�ti �Uy9%
�6ti / fream of Pond �O 1
G
j N \ \ f
3 ?S b Edge of Pond
"Pond �I Ti -18
44
N
It
o� Ripwarian 50
Buffer
V '
1
a
x
BUFFER
C/ --b \\ \ \
rfER \
9
Zona\ � 2 Fi mpa t #2
4
Sheet
Six of Nine
Riparian
Buffer 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 6-7-17
PIN. • 0686.01-07-9384 REID: 0110696
0
20 40
GRAPHIC SCALE
REVISED:
Number of Sheets 7-25-17
REVISED: Buffer
Impacts and # of sheets 8-21-17
REVISED: Consultant Comments 8-29-17
°®0caa0000®®o
a° CARO °aoe
L �®
Zone 2 Fill Impact ,f1 21 sq. ft.
•.......•
j0
R= 50.00'
Course Bearing
Distance
4i y •
B-5 S 32°17'51" W
32.96'
e
14"13'13"
B-6 N 05°11'10" W
27.99'
e
B-7 R= 50.00'
L = 11.25'
R= 50.00'
Tan: 5.65'
CA: 12°53'13"
••• S'UR��'••• 4Goo
•••••.•••••
Tan: 12.40'
Chd: N 01°15'26" E
11.22'
oo
Lester �o°°°
B-8 N 07°42'03" E
10.65'
B-9 R= 325.00'
L = 13.41'
�®®0®001896®®°°
4,
S 04°29'25" E
14.62'
B-28
Tan: 6.71'
CA: 2°21'51"
L
= 42.48'
Chd: S 57'44'46"E
13.41'
Zone 2 Bridge Impact fl 197 sq. ft.
Course
Bearing
Distance
B-23
R= 270.00'
L
= 7.88'
Tan: 3.94'
CA:
1"40'17"
Chd: S 29"37'15"
E
7.88'
B-24
S 38"15'37" W
1.26'
B-25
R= 50.00'
L
= 12.41'
Tan: 6.24'
CA:
14"13'13"
Chd: S W26'00"
W
12.38'
B-26
R= 50.00'
L
= 24.31'
Tan: 12.40'
CA:
27"51'29"
Chd: S 26"58'19"
E
24.07'
B-27
S 04°29'25" E
14.62'
B-28
R= 260.00'
L
= 42.48'
Tan: 21.29'
CA:
9"21'37"
Chd: N 22"44'57"
W
42.43'
TI -18
N 05"49'29" E
0.19'
TI -17
N 06"35'41" E
17.01'
i-24
Zone 2 Bsddge I act #1
Proposed 50'
oe Public R%P
B-10 N 86°31'22" E 7.95'
B-3 S 07°42'03" W 6.62'
B-2 R= 30.00' L = 8.59'
Tan: 4.32' CA: 16"24'12"
Chd: N 00"30'03" W 8.56'
Zone 2 Fill Impact #2 *4'124 sq. ft
Course Bearing Distance
B-15 N 16"41'52" E 1.98'
B-16 R= 325.00' L = 24.65'
Tan: 12.33' CA: 4"20'42"
Chd: S 37"33'45" E 24.64'
B-17 S 16"41'52" W 10.58'
B-18 R= 50.00' L = 18.06'
Tan: 9.13' CA: 20"41'40"
Chd: S 27"02'42" W 17.96'
B-19 R= 50.00' L = 25.64'
Tan: 13.11' CA: 29"23'01"
Chd: S 23"34'07" W 25.36'
B-20 S 38"15'37" W 5.83'
B-21 N 30"31'13" W 12.43'
B-22 N 06"35'41" E 28.30'
B-14 R= 30.00' L = 12.30'
Tan: 6.24' CA: 23"30'03"
Chd: N 28°26135" E 12.22'
B-13 S 16"41'52" W 22.99'
Temporary Wetlands Clearing
Impact for Bridge
v'1,148 sq. ft.
\ Course Bearing Distance
TI -16 R= 270.00' L = 109.62'
Tan: 55.57' CA: 23"15'43"
Chd: S 42°05'15" E 108.87'
TI -17 S 06"35'41" W 17.01'
TI -18 S 05°49'29" W 0.19'
TI -19 R= 270.00' L = 120.54'
Tan: 61.37' CA: 26'33'44"
Chd: N 40'42'38" W 119.46'
LWMC-1773 G
!W

Zone 2 Impact #5
/
-- 2
%00
Zooe,
i
= "'-8-45
Pond
Zone I Impact #4
B-55\
p NGO
o� o moo jo ase. i.� �O
O? -60
ee Cy Qr0 i
• Ate@ •�.�
Zone 2 Impact #5 1060
m
Course
Distance
Bearing
Distance
B-37
N
04°58'49" E
L = 56.00'
1
B-38
N
07°52'41" E
Chd: N 57°50'31" W
39.90'
M
m
N 25°45'32" W
R= 35.00'
C13 1�
_ I
= 6.70'
21.27'
n
I
Tan: 3.36'
CA:
10°58'00"
Tan: 4.04'
Chd:
1 ^
Chd: S 32°57'12" E
6.69'
1 •
I N
B-50 m
B-57
Zone
2
I
13°40'40"
/
L
= 3.93'
/0-68
_ _ .
Tan: 1.97'
8-67
B-7�
B-59
Chd:
N 21°39'38" E
10.27'
tio¢el,
B-42
N
70°13'46" E
25.62'
17.65'
B-43
4.66'
R= 30.00'
L
= 15.64'
9°40'00"
Tan: 2.45'
Tan: 8.00'
CA:
29°52'18"
4.88'
Chd:
S 33°46'50" W
ICA:
15.46'
B-44
S
18°50'41" W
7-48
15.39'
B-45
a, = cr
L
= 17.57'
R= 30.00'
......., .
L
Chd:
S 35°37124" W
CO
B-46
S
18°50'41" W
N 13°21'41"
43.41'
B-47
5.73'
. . . .Cd
L
= 5.74'
..
Tan: 2.88'
CA:
10°58'00"
R= 30.00'
Chd:
S 13°21'41" W
= 17.57'
5.73'
B-48
S
Pond
Zone I Impact #4
B-55\
p NGO
o� o moo jo ase. i.� �O
O? -60
ee Cy Qr0 i
• Ate@ •�.�
Zone 2 Impact #5 1060
sq. ft.
Course
Distance
Bearing
Distance
B-37
N
04°58'49" E
L = 56.00'
51.02'
B-38
N
07°52'41" E
Chd: N 57°50'31" W
39.90'
B-39
N 25°45'32" W
R= 35.00'
L
= 6.70'
21.27'
B-55
Tan: 3.36'
CA:
10°58'00"
Tan: 4.04'
Chd:
N 13°21'41" E
Chd: S 32°57'12" E
6.69'
B-40
I N
18°50'41" E
B-57
75.39'
B-41
13°40'40"
R= 400.0'
L
= 3.93'
Chd: S 32°25'34" E
11.35'
Tan: 1.97'
CA:
5°37'55"
B-59
Chd:
N 21°39'38" E
10.27'
3.93'
B-42
N
70°13'46" E
25.62'
17.65'
B-43
4.66'
R= 30.00'
L
= 15.64'
9°40'00"
Tan: 2.45'
Tan: 8.00'
CA:
29°52'18"
4.88'
Chd:
S 33°46'50" W
ICA:
15.46'
B-44
S
18°50'41" W
7-48
15.39'
B-45
R= 30.00'
L
= 17.57'
R= 30.00'
Tan: 9.05'
L
33°33'26"
Chd:
S 35°37124" W
17.32'
B-46
S
18°50'41" W
N 13°21'41"
43.41'
B-47
5.73'
R= 30.00'
L
= 5.74'
Tan: 2.88'
CA:
10°58'00"
R= 30.00'
Chd:
S 13°21'41" W
= 17.57'
5.73'
B-48
S
0752'41" W
CA:
39.77'
B-49
S
04°58'49" W
E
51.64'
8-50
B-69
R= 30.00'
L
= 5.06'
60.00'
Tan: 2.54'
CA:
9°40'00"
Chd:
N 76°31'18" W
5.06'
/11
50' Riparian Buffer
Sheet Seven of Nine
Riparian Buffer Impacts
7 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 " = 50' Date 8-21-17
PIN. 0686.01-07-9384 REID: 0110696
0 25 50
GRAPHIC SCALE
Zone 2 Impact #6 1875 sq. ft.
Course
Bearing
Distance
B-51
N 89°55'31" W
143.71'
B-52
R= 50.00'
L = 56.00'
25°45'32"W
Tan: 31.34'
CA: 64°10'00"
46.42'
Chd: N 57°50'31" W
53.12'
B-53
N 25°45'32" W
14.75'
B-54
N 25°45'32" W
21.27'
B-55
R= 20.00'
L = 7.98'
46.79'
Tan: 4.04'
CA: 22°51'40"
R= 35.00'
Chd: S 32°57'12" E
7.93'
B-56
S 21°31'22" E
13.44'
B-57
R= 30.00'
L = 11.42'
13°40'40"
Tan: 5.78'
CA: 21°48'25"
N 01°51'31"
Chd: S 32°25'34" E
11.35'
B-58
S 43°19'46" E
17.38'
B-59
R= 30.00'
L = 26.47'
10.27'
Tan: 14.16'
CA: 50°33'00"
R= 30.00'
Chd: S 68°36'17" E
25.62'
B-60
N 86°07'13" E
4.66'
B-61
R= 40.00'
L = 4.88'
9°40'00"
Tan: 2.45'
CA: 6°59'46"
S 76°31'18"
Chd: S 86°25'38" E
4.88'
B-62
S 89°55'31" E
161.28'
B-63
S 60°25'23" W
20.21'
$0 0/ r
-77 '
e
-8-59 $p¢ /
ooe
8-61 10' Walkway (Non Impervious)
B-63
Zone 2 Impact #6
O
Zone
1 Impact #4
3073 sq. ft.
Course
Bearing
Distance
B-64
N
25°45'32"W
46.42'
B-65
N
12°37'31" W
71.65'
B-66
N
08°41'51" W
46.79'
B-67
R= 35.00'
L
= 8.36'
Tan: 4.20'
CA:
13°40'40"
Chd:
N 01°51'31"
W
8.34'
B-68
N
04°58'49" E
10.27'
B-50
R= 30.00'
L
= 5.06'
Tan: 2.54'
CA:
9°40'00"
Chd:
S 76°31'18"
E
5.06'
B-49
N
04°58'49" E
51.64'
7-48
N
07°52'41" E
39.77'
B-47
R= 30.00'
L
= 5.74'
Tan: 2.88'
A:
10°58'00"
Chd:
N 13°21'41"
E
5.73'
B-46
N
18°50'41" E
43.41'
B-45
R= 30.00'
L
= 17.57'
Tan: 9.05'
CA:
33°33'26"
Chd:
N 35°37'24"
E
17.32'
B-69
S
18°50'41" W
60.00'
B-70
R= 25.00'
L
= 4.79'
Tan: 2.40'
CA:
10°58'00"
Chd:
S 13°21'41"
W
4.78'
B-71
S
07°52'41" W
39.64'
B-72
S
04°58'49" W
61.04'
B-73
R= 25.00'
L
= 5.97'
Tan: 3.00'
CA:
13°40'40"
Chd:
S 01°51'31"
E
5.95'
B-74
S
08°41'51" E
46.44'
B-75
S
12°37'31" E
70.15'
B-76
S
25°45'32" E
81.29'
B-77
R= 40.00'
L
= 39.91'
Tan: 21.80'
CA:
57°10'14"
Chd:
S 54°20'39"
E
38.28'
B-60
S
86°07'13" W
4.66'
B-59
R= 30.00'
L
= 26.47'
Tan: 14.16'
CA:
50°33'00"
Chd:
N 68°36'17"
W
25.62'
B-58
N
43°19'46" E
17.38'
B-57
R= 30.00'
L
= 11.42'
Tan: 5.78'
CA:
21°48'25"
Chd:
N 32°25'34"
W
11.35'
B-56
N
21°31'22" W
13.44'
B-55
R= 20.00'
L
= 7.98'
Tan: 4.04'
CA:
22°51'40"
Chd:
N 32°57'12"
W
7.93'
L-

orary Excavation Impact 3
Stream 1OTemporary
30 sqft. TI -3
TI -9
a w
Excav_ation In
eters Area 3
163 sq. fA.,
4
TI -12 Temporary Excavation Impact Wetlands
Course Bearing
Sheet Eight of Nine
Distance
�a daaad� �� Ba
a a Area 2, 175 sq. ft.
E
Wetlands Impacts
PI -44 S 05°11'10"
E
3.04'
Black Creek Estates
W
TI -5 1-15�
1
1955
Eddie Howard Rd Fuquay-Varina,
NC 27526
ti ti ti a� _
TL'L j\ti
Town
of Fuquay-Varina Middle Creek
Township
PI -4 S ti s _ _ - -
-
Wake
County, NC Zoned: AR
"
�-
Scale:
1 = 10' Date
3-17-17
E
PIN:
0686.01-07-9384 REID:
0110696
Temporary Access Impact #1
I Stream 1 11 sq. ft.7,7j
� \�'�\\\�'��\! Permanent Fill Impact
WA 3
Temporary Access
Impact #1
tream 1 11 sq. ft
Course Bearing
Distance
Distance
TI -1 S 77°05'30"
E
4.21'
PI -44 S 05°11'10"
E
3.04'
PI -45 N 72°01'36"
W
4.35'
PI -5 N 05°11'10"
W
2.64'
Temporary Access
Impact #2
Stream 1 8 sq. ft.
Course Bearing
TI -9 S 48°28'38" E
Distance
TI -2 N 70°37'52"
W
5.08'
PI -10 N 30°09'50"
E
1.17'
PI -9 N 42°14'32"
E
0.34'
PI -46 IS 72°01'36"
E
5.46'
PI -40 IS 43°52'34"
W
1.76'
-iV -4
PI -1
Temporary Excavation
Impact #3
Stream 1 30 sq. ft.
Course Bearing
Distance
TI -3 S 48°28'38" E
5.83'
TI -4 S 05°11'10" E
7.29'
TI -5 N 48°28'38" W
5.83'
TI -6 N 05°11'10" W 1
7.29'
Temporary Excavation
Impact Wetlands Area 3
163 sq. ft.
Course Bearing
Distance
TI -7 N 32°17'51" E
6.16'
TI -8 N 86°31'22" E
11.55'
TI -9 S 48°28'38" E
18.59'
TI -6 S 05°11'10" El
7.29'
TI -10 N 48°28'38" WI
21.82
TI -11 S 86°31'22" WI
13.08'
ti
SPermanent Culvert tis tiSS tics 4
Installation Impact \ti ss ti S ti
tis
S s ,> s s Stream 1s s tiff s ti Ss-' WA 10
S s, 208 sq. ft. tiff S ti s s`�S s
Proposed ,
Val'IIIa f{'al
S S
A \�S tiSS S ^ S ^?S SS^ W
nA ` S SS S ^SS S ^ SS ti SS SS Sc W W
Permanent Fill Impact ss
tiStiWetlands Area 2sti's ti
\\ ° SStitiStitis 1365 sq. ft.�s tistiS
SS S SS S tiSS
PI- tiSS titi S~ S S~
PI -13
t'
4
Temporary Excavation
Impact Wetlands
175 sq. ft.
Area 2
Course
Bearing
PI -45 S
Distance
TI -12
S 48°28'38"
E
20.77'
TI -13
S 03°28'38"
E
22.12'
PI -30
N 40°42'08"
W
6.00'
PI -29
N 48°22'33"
E
1.95'
PI -28
N 42°24'40"
W
5.25'
PI -27
N 20°44'25"
W
3.80'
PI -26
N 17°58'24"
E
3.33'
PI -25
N 04°31'36"
W
2.32'
TI 14
N 04°31'36"
W
1.31'
TI 15
N 48°28'38"
W
12.86'
TI 4
N 05°11'10"
W
7.29'
0 10 20
r-PAPHTC .QCAT.F.•
Temporary Access Impact #2
Stream 1 8 sq. ft.
Permanent Culvert
Installation Impact
Stream 1 208 sq. ft.
Course
Bearing
Distance
PI -45 S
72°01'36" E
4.35'
PI -43 S
05°11110" E
9.12'
PI -42 S
16°41'52" W
32.30'
PI -41 S
43°52'34" W
7.73'
PI -46 N
72°01'36" W
5.46'
PI 8 N
42°14'32" E
11.91'
PI 7 N
16°41'52" E
27.84'
PI 6 N
05°11'10" W
10.06'
uaaaoou
Y 1- �-� do
• h O
SURN •' 4 00
•0000..•• OOQo
Lester oo°
70aaa0au�°o
REVISED: Number of Sheets 7-25-17
REVISED: Number of Sheets 8-21-17
REVISED: Consultant Comments 8-29-17
Permanent
Fill
Impact Wetlands Area 2 1365
sq. ft.
Course
Bearing
S
Distance
Course
15.34'
Bearing
N
Distance
FT 23
S 74°21'01"
E
7.57'
PI -34
N
32°05'15"
W
6.54'
PT 24
S 49°31'36"
E
2.48'
PI -35
S
56°02'50"
W
2.35'
PI -25
S 04°31'36"
E
2.32'
PI -36
N
33'35'18 "
W
11.41'
PI -26
S 17°58'24"
W
3.33'
PI -37
S
53°47'24"
W
2.55'
PI -27
S 20°44'25"
E
3.80'
PI -38
N
36°42'57"
W
15.56'
PI -28
S 42°24'40"
E
5.25'
PI -39
N
45°18'30"
W
5.29'
PI -29
S 48°22'33"
W
1.95'
PI -40
N
43°52'34"
E
1.76'
PI -30
S 40°42'08"
E
6.00'
PI -41
N
43°52'34"
E
7.73'
PI -31
S 40°42'08"
EI
13.22' 1
PI -42
1 N
16'41 '52"
E
32.30'
PI -32
S 51°31'47"
WI
8.58' 1
PI -43
IN
05°11'10"
W
9.12'
PI -33
IS 07°41'33"
WI
40.92 1
PI -44
IN
05°11110"
WI
3.04'
Permanent Fill Impact
Wetlands Area 3
2041 sq. ft.
Course
Bearing
Distance
PI -1
S
53°15'37"
E
15.34'
PI -2
N
38°09'28"
E
1.93'
PI -3
S
50°57'41"
E
21.34
PI -4
S
77°38'31"
E
1.11'
PI -5
IS
05°11'10"
E
2.64'
PI -6
IS
05°11'10"
E
10.06'
PI -7
S
16°41'52"
W
27.84'
PI -8
S
42°14'32"
W
11.57'
PI -9
S
42°14'32"
W
0.34'
PI -10
S
30°09150"
W
1.17'
PI 11
N
86°30'19"
W
5.70'
PI -12
N
80°47'04"
W
0.52'
PI -13
N
48°26'58"
W
2.21'
PI -14
N
01°17'42"
W
2.78'
PI -15
N
05°21'49"
E
5.26'
PI -16
N
28'28'24"
W
5.88'
PI -17
N
50°23'40"
W
16.75'
PI -18
IN
40°50'01"
E
3.04'
PI -19
IN
50°44'35"
W
18.18'
PI -20
IN
32°17'51"
E
40.94'
LWMC-1773 I

Pond
I
I 50' Riparian
Buffer
oa
a
o,
of0
a�
I
Ed96 of Pondo
o Fill and Outlet Protection
Permanent Impacts Wetland.,
Area 1 301 sq. ft.
,yo
�P
/
' h0
0
Kiosk
C�
R;
-14P
I
Rte
PROTECTION #5
5ft
DE DO8-
W1 3XD0=7.5'
W 1.2501 =9.5'
Sheet Nine of . Nine
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" = 20' Date 3-17-17
PIN: 0686.01-07-9384 REID: 0110696
CA
o° 4`t1; ....
®0�0 .•SES S
0
SURv .$�4 0
Lester o°°
®Bongoes%
REVISED: Number of Sheets 6-7-17
REVISED: Impacted Wetlands 7-26-17
REVISED: Number of Sheets 8-21-17
REVISED: Consul tan t Comments 8-29-17
Permanent Fill Impacts
Area 1 301 sq.
Wetlands
ft.
Course
Bearing
Distance
PI -49
S 31°01'51" W
12.22'
PI -50
N 72°21'21" W
16.74'
PI -51
N 25°05'03" E
22.60'
PI -52
S 40°04'07" E
19.68'
For Sites Where The Entire Actual
Jurisdictional Boundary Is Depicted
This certifies that this copy of this plat accurately
depicts the boundary of the jurisdiction of Section
404 of the Clean Water Act as determined by the
undersigned on this date. Unless there is a change
in the lair or our published regulations, the determination
of Section 404 Jurisdiction may be relied upon for a
period not to exceed five (5) years from this date. The
undersigned completed this determination utilizing the
appropriate Regional Supplement to the 1987 U.S. Army
Corps of Engineers Wetlands Delineation Manual.
Regulatory Official:
Title:
Date:
USACE Action ID:
LWMC-1773 J