20181333 Ver 1_401 Application_20181002

Environmental Consultants,
8412 Falls of Neuse Road, Suite 104, Raleigh, NC 27615 - Phone: [phone] - Fax: [phone]
sandec.com
October 2, 2018
S&EC Project # 12913.W5
To: US Army Corps of Engineers
NC DWR, 401 & Buffer Permitting Unit
Raleigh Regulatory Field Office
Attn: Karen Higgins
Attn: James Lastinger
Archdale Building — 91h Floor
3331 Heritage Trade Drive, Suite 105
512 North Salisbury Street
Wake Forest, NC 27587
Raleigh, NC 27604
From: Deborah Edwards Shirley
Middle Creek
Soil & Environmental Consultants, PA
Neuse
Re: Town of Apex -Middle Creek Regional Pump Station, Force Mai & Interceptor
Apex, Wake County, NC
Class
On behalf of the applicant, Mr. David Hughes, the Assistant Town Manager, please find attached a complete
application and supplemental information requesting written concurrence from the U.S. Army Corps of Engineers
(USACE) and the N. C. Division of Water Resources (NCDWR) that the activities proposed below may proceed under
Nationwide Permit 12 and Water Quality Certification 4133. In addition, the applicant would like to request a Neuse
Riparian Buffer No Practical Alternatives Determination from the NCDWR for the proposed impacts to riparian
buffers. Please contact me at [phone] if you have any questions or require additional information.
PROJECT SUMMARY
Project Name
Town of Apex- Middle Creek Regional Pump Station, Force Mai & Interceptor
Project Type
Utility -Pump Station, Force Main & Interceptor
Owner / Applicant
Town of Apex
County
Wake
Nearest Town
Apex
Waterbody Name
Middle Creek
Basin
Neuse
Index Number
274-43-15-(l)
Class
C; NSW
IMPACT SUMMARY
Stream Impact (acres):
0.041
Wetland Impact (acres):
1.049
Open Water Impact (acres):
0
Total Impact to Waters of the U.S.
acres
1.09
Total Stream Impact (linear feet):
307
Total Riparian Buffer Impact (sq. ft.)
Zone 1: 14,311 Zone 2: 13,266
Attachments:
Pre -construction Notification (PCN) Application Form
Agent Authorization Form
USGS Topographic Map
NRCS Soil Survey Map
TOA Master Sewer Plan 2014
DWR Buffer Determination NBRRO#17-116
NCDMS Mitigation Acceptance
SOA letter -Wetland Mitigation
SOA letter -Buffer Mitigation
Overall Index Maps
Wetland, Stream & Buffer Impact Maps
NCDWR ONLY:
$570 Application Fee check

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Office Use Only:
Corps action ID no.
DWQ project no.
Form Version 1.3 Dec 10 2008
Page 1 of 13
PCN Form — Version 1.3 December 10, 2008 Version
Pre -Construction Notification (PCN) Form
A.
Applicant Information
1.
Processing
1 a.
Type(s) of approval sought from the
Corps:
®Section 404 Permit El Section 10 Permit
1 b.
Specify Nationwide Permit (NWP) number: 12 or General Permit (GP) number: N/A
1c.
Has the NWP or GP number been verified by the Corps?
® Yes
❑ No
1 d.
Type(s) of approval sought from the DWQ (check all that apply):
® 401 Water Quality Certification — Regular ® Non -404 Jurisdictional General Permit
❑ 401 Water Quality Certification — Express ® Riparian Buffer Authorization
1 e.
Is this notification solely for the record
because written approval is not required?
For the record only for DWQ 401
Certification:
❑ Yes ® No
For the record only for Corps Permit:
❑ Yes ® No
1f.
Is payment into a mitigation bank or in -lieu fee program proposed for mitigation
of impacts? If so, attach the acceptance letter from mitigation bank or in -lieu
fee program.
® Yes
❑ No
1 g.
Is the project located in any of NC's twenty coastal counties. If yes, answer 1 h
below.
❑ Yes
® No
1 h.
Is the project located within a NC DCM Area of Environmental Concern (AEC)?
❑ Yes
® No
2.
Project Information
2a.
Name of project:
Town of Apex -Middle Creek Basin Regional Pump Station, Force Main & Interceptor
2b.
County:
Wake
2c.
Nearest municipality / town:
Apex
2d.
Subdivision name:
N/A
2e.
NCDOT only, T.I.P. or state
project no:
N/A
3.
Owner Information
3a.
Name(s) on Recorded Deed:
Town of Apex -Public Works & Utilities Department
3b.
Deed Book and Page No.
N/A
3c.
Responsible Party (for LLC if
applicable):
David Hughes -Assistant Town Manager
3d.
Street address:
P. O. Box 250
3e.
City, state, zip:
Apex, NC 27502
3f.
Telephone no.:
919-249-3414
3g.
Fax no.:
919-387-7055
3h.
Email address:
David. Hughes ApexNC.org.
Page 1 of 13
PCN Form — Version 1.3 December 10, 2008 Version

4.
Applicant Information (if different from owner)
4a.
Applicant is:
❑ Agent ® Other, specify: Owner-please send correspondence to Agent and
Owner
4b.
Name:
4c.
Business name
(if applicable):
4d.
Street address:
4e.
City, state, zip:
4f.
Telephone no.:
4g.
Fax no.:
4h.
Email address:
5.
Agent/Consultant Information (if applicable)
5a.
Name:
Deborah Edwards Shirley
5b.
Business name
(if applicable):
Soil & Environmental Consultants, PA
5c.
Street address:
8412 Falls of Neuse Road, Ste. 104
5d.
City, state, zip:
Raleigh, NC 27615
5e. Telephone no.:
919-846-5900
5f.
Fax no.:
919-846-9467
5g.
Email address:
DShir/e SandEC.com
Page 2 of 13

B. Project Information and Prior Project History
1. Property Identification
1a. Property identification no. (tax PIN or parcel ID):
Parcel ID: N/A-linear utility project
1 b. Site coordinates (in decimal degrees): IMPACT #1
Latitude: 35.6933 Longitude: -78.8243
(DD.DDDDDD) (-DD.DDDDDD)
1 c. Property size:
N/A
2. Surface Waters
2a. Name of nearest body of water (stream, river, etc.) to
UT to Middle Creek, 27-43-15-(1)
proposed project:
2b. Water Quality Classification of nearest receiving water:
C, NSW
2c. River basin:
Neuse; Hydrologic Unit Code 03020201
3. Project Description
3a. Describe the existing conditions on the site and the general land use in the vicinity of the project at the time of this
application: The existing conditions of the project area consist of forested land on the east side of Middle Creek, within
the floodplain. Perennial streams, intermittent streams and jurisdictional wetlands are present within the proposed 60'
easement. The general land use in the vicinity of the project is residential, forested land and a wastewater treatment
plant at the northern terminus.
3b. List the total estimated acreage of all existing wetlands on the property:
> 1 acre of wetlands within the delineated utility corridor. Note that corridor delineation included additional width,
however only what is within the 60' corridor is estimated.
3c. List the total estimated linear feet of all existing streams (intermittent and perennial) on the property:
> 300 linear feet within the delineated utility corridor. Note that corridor delineation included additional width, however
only what is within the 60' corridor is estimated.
3d. Explain the purpose of the proposed project:
The purpose of the proposed project is to construct a regional pump station, force main and gravity sewer for the Town of
Apex.
3e. Describe the overall project in detail, including the type of equipment to be used:
The overall project consists of the construction of a regional wastewater pump station, and approximately 8, 000 linear
feet of a 16-inch force main, and a gravity sewer line. This project has been on the Town's Sewer System Master Plan
for several years (copy attached) and will ultimately allow the Pinnacle Park Pump Station to be taken out of service.
There will be a total of nine (9) wetland impact areas and five (5) stream crossings. Typical equipment used for
excavation and construction will be utilized for this project.
4. Jurisdictional Determinations
4a. Have jurisdictional wetland or stream determinations by the
Corps or State been requested or obtained for this property /
®Yes [:1 No El Unknown
project (including all prior phases) in the past?
Comments:
4b. If the Corps made the jurisdictional determination, what type
of determination was made?
® Preliminary ❑ Final
Comments: PJD package sent to Corps on 9-12-18
4c. If yes, who delineated the jurisdictional areas?
Agency/Consultant Company: Soil & Environmental
Name (if known): Steven Ball
Consultants, PA Other:
4d. If yes, list the dates of the Corps jurisdictional determinations or State determinations and attach documentation.
USACE: Site visit & field verification completed by James Lastinger on November 17, 2016; NCDWR: Riparian buffer
determination completed by Stephanie Goss on May 1, 2017 (NBRRO#17-116)
Page 3 of 13
PCN Form — Version 1.3 December 10, 2008 Version

B. Project Information and Prior Project History
5. 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 4 of 13

C. Proposed Impacts Inventory
1. Impacts Summary
1 a. Which sections were completed below for your project (check all that apply):
® Wetlands ® Streams - tributaries ® Buffers
❑ Open Waters ❑ Pond Construction
2. Wetland Impacts
If there are wetland impacts proposed on the site, then complete this question for each wetland area impacted.
2a.
2b.
2c.
2d.
2e.
2f.
Wetland impact
Type of jurisdiction
number -
Type of impact
Type of
Forested
(Corps - 404, 10
Area of impact
Permanent (P) or
wetland
DWQ - non-404, other)
(acres)
Temporary T
if known
W1 (#2-W6)
Utility -Open Cut
(Permanent-No
Bottomland
® Yes
® Corps
0.054
® P ❑ T
Permanent Loss)
Hardwood
❑ No
❑ DWQ
W2 (#2-W6)
Utility-Rip-Rap Keyed
Bottomland
® Yes
® Corps
0.001
® P ❑ T
into stream bank
Hardwood
❑ No
❑ DWQ
W3 (#2-W6)
Utility- Open Cut
Bottomland
® Yes
® Corps
0.005
❑ P ® T
Construction Corridor
Hardwood
❑ No
❑ DWQ
W4 (#3-W5)
Utility -Open Cut
(Permanent-No
Bottomland
® Yes
® Corps
0.029
® P ❑ T
Permanent Loss)
Hardwood
❑ No
❑ DWQ
W5 (#4-W5)
Utility -Open Cut
(Permanent-No
Bottomland
® Yes
® Corps
0.098
® P ❑ T
Permanent Loss)
Hardwood
❑ No
❑ DWQ
W6 (#4-W5)
Utility- Open Cut
Bottomland
® Yes
® Corps
0.006
❑ P ® T
Construction Corridor
Hardwood
❑ No
❑ DWQ
W7 (#5-W5)
Utility -Open Cut
(Permanent-No
Bottomland
® Yes
® Corps
0.025
® P ❑ T
Permanent Loss)
Hardwood
❑ No
❑ DWQ
W8 (#5-W5)
Utility-Rip-Rap Keyed
Bottomland
® Yes
® Corps
0.001
® P ❑ T
into stream bank
Hardwood
❑ No
❑ DWQ
W9 (#5-W5)
Utility- Open Cut
Bottomland
® Yes
® Corps
0.005
❑ P ® T
Construction Corridor
Hardwood
❑ No
❑ DWQ
W10 (#6-W3/4)
Utility -Open Cut
(Permanent-No
Bottomland
® Yes
® Corps
0.554
® P ❑ T
Permanent Loss)
Hardwood
❑ No
❑ DWQ
W11 (#6-W3/4)
Utility-Rip-Rap Keyed
Bottomland
® Yes
® Corps
0.001
® P ❑ T
into stream bank
Hardwood
❑ No
❑ DWQ
W12 (#6-W3/4)
Utility- Open Cut
Bottomland
® Yes
® Corps
0.092
❑ P ® T
Construction Corridor
Hardwood
❑ No
❑ DWQ
W13 (#7-W2/3)
Utility -Open Cut
(Permanent-No
Bottomland
® Yes
® Corps
0.040
® P [-IT
Permanent Loss)
Hardwood
❑ No
❑ DWQ
W14 (#7-W2/3)
Utility-Rip-Rap Keyed
Bottomland
® Yes
® Corps
0.001
® P ❑ T
into stream bank
Hardwood
❑ No
❑ DWQ
W15 (#7-W2/3)
Utility- Open Cut
Bottomland
® Yes
® Corps
0.008
❑ P ® T
Construction Corridor
Hardwood
❑ No
❑ DWQ
W16 (#8-W2)
Utility -Open Cut
(Permanent-No
Bottomland
® Yes
® Corps
0.074
® P ❑ T
Permanent Loss)
Hardwood
❑ No
❑ DWQ
W17 (#8-W2)
Rip-Rap lined swale
Bottomland
® Yes
® Corps
0.007
Page 5 of 13
PCN Form - Version 1.3 December 10, 2008 Version

® P [:1T
Hardwood
ElNo
❑ DWQ
W18 (#8-W2)
Utility- Open Cut
Bottomland
® Yes
® Corps
0.001
❑ P ® T
Construction Corridor
Hardwood
❑ No
❑ DWQ
W19 (#9-W2)
Utility -Open Cut
(Permanent -No
Bottomland
® Yes
® Corps
0.029
® P ❑ T
Permanent Loss)
Hardwood
❑ No
❑ DWQ
W20 (#10-W1)
Utility -Open Cut
(Permanent -No
Bottomland
® Yes
® Corps
0.018
® P ❑ T
Permanent Loss)
Hardwood
❑ No
❑ DWQ
2g. Total wetland impacts
1.049
2h. Comments: Total proposed Permanent, No Permanent Loss Wetland impacts= 0.922 acres; Total proposed Permanent
Loss Wetland impacts= 0.010 acres; Total proposed Temporary Wetland impacts for construction= 0.117 acres. Temporary
Stream impacts will be brought back to pre -construction contours and revegetated with a wetland seed mix. Impacts in bold
potentially require compensatory mitigation.
3. Stream Impacts
If there are perennial or intermittent stream impacts (including temporary impacts) proposed on the site, then complete this
question for all stream sites impacted.
3a.
3b.
3c.
3d.
3e.
3f.
39.
Stream impact
Type of impact
Stream name
Perennial
Type of jurisdiction
Average
Impact
number -Permanent
(PER) or
(Corps - 404, 10stream
length
(P) or Temporary (T)
intermittent
DWQ — non -404,
width
(linear
(INT)?
other)
(feet)
feet)
Utility -Open Cut
S1 (#1-G) ® P ❑ T
w/Rip-Rap Keyed into
stream bed
UT to middle
❑ PER
® Corps
10
(Permanent -No
Creek5
®INT
❑DWQ
Permanent Loss)
S2 (#1-G) ❑ P ® T
Utility -Open Cut
UT to middle
❑ PER
® Corps
5
51
Construction Corridor
Creek
® INT
❑ DWQ
Utility -Open Cut
S3 (#2-F) ® P ❑ T
w/Rip-Rap Keyed into
stream bed
UT to middle
® PER
® Corps
8
10
(Permanent -No
Creek
❑ INT
❑ DWQ
Permanent Loss)
S4 (#2-F) [:1 P ®T
Utility -Open Cut
UT to middle
® PER
® Corps
8
51
Construction Corridor
Creek
El INT
El DWQ
Utility -Open Cut
S5 (#5-E) ® P ❑ T
w/Rip-Rap Keyed into
stream bed
UT to middle
❑ PER
® Corps
3
10
(Permanent -No
Creek
® INT
❑ DWQ
Permanent Loss)
S6 (#5-E) ❑ P ® T
Utility -Open Cut
UT to middle
❑ PER
® Corps
3
51
Construction Corridor
Creek
® INT
❑ DWQ
Utility -Open Cut
S7 (#6-D) ® P ❑ T
w/Rip-Rap Keyed into
stream bed
UT to middle
® PER
® Corps
7
10
(Permanent -No
Creek
❑ INT
❑ DWQ
Permanent Loss)
S8 (#6-D) ❑ P ® T
Utility -Open Cut
UT to middle
® PER
® Corps
7
50
Construction Corridor
Creek
❑ INT
❑ DWQ
Utility -Open Cut
S9 (#7-C) ® P ❑ T
w/Rip-Rap Keyed into
stream bed
UT to middle
❑ PER
® Corps
4
10
(Permanent -No
Creek
® INT
❑ DWQ
Permanent Loss)
Page 6 of 13

S10(#7 -C) El P ®T
Utility -Open Cut
UT to middle
F-1PER®
Corps
5
54
Construction Corridor
Creek
®INT
❑ DWQ
3h. Total stream and tributary impacts
307
3i. Comments: Total proposed Permanent, No Permanent Loss Stream impacts = 50 linear feet; Total proposed Temporary
Stream impacts for construction= 257 linear feet. Temporary Stream impacts will be brought back to pre -construction
elevations and the stream banks will be stabilized. Impacts in bold potentially require compensatory mitigation.
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 im acts below.
4a.
4b.
4c.
4d.
4e.
Open water impact
Name of waterbody
number —
(if applicable)
Type of impact
Waterbody type
Area of impact (acres)
Permanent (P) or
Tempora T
01 ❑P❑T
0. Total open water impacts
4g. Comments:
5. Pond or Lake Construction
If pond or lake construction proposed, then com tete the chart below.
5a.
5b.
5c.
5d.
5e.
Wetland Impacts (acres)
Stream Impacts (feet)
Upland
Pond ID
Proposed use or purpose of
(acres)
number
pond
Flo
ode
Filled
Excavated
Flooded
Filled
Excavated
Flooded
d
P1
P2
5f. Total
5g. Comments:
5h. Is a dam high hazard permit required?
❑ Yes ❑ No If yes, permit ID no:
5i. Expected pond surface area (acres):
5j. Size of pond watershed (acres):
5k. Method of construction:
Page 7 of 13

6. Buffer Impacts (for DWQ)
If project will impact a protected riparian buffer, then complete the chart below. If yes, then individually list all buffer impacts
below. If any impacts require mitigation, then you MUST fill out Section D of this form.
6a.
® Neuse ❑ Tar-Pamlico ❑ Other:
Project is in which protected basin?
❑ Catawba ❑ Randleman
6b.
6c.
6d.
6e.
6f.
6g.
Buffer impact
number —
Reason for impact
Buffer
Zone 1 impact
Zone 2 impact
Permanent (P) or
Stream name
mitigation
(square feet)
(square feet)
Temporary T
required?
B1 (#1) ® P ❑ T
Utility-Perpendicular
UT to Middle
❑ Yes
3,888
3,189
Crossing
Creek
® No
B2 (#2) ® P ❑ T
Utility-Perpendicular
UT to Middle
❑ Yes
3,672
2,798
Crossing
Creek
® No
B3 (#5) ® P ❑ T
Utility-Perpendicular
UT to Middle
❑ Yes
1,127
2,323
Crossing
Creek
® No
B4 (#6) ® P ❑ T
Utility-Perpendicular
UT to Middle
❑ Yes
3,620
2,415
Crossing
Creek
® No
B5(#10) ® P ❑ T
Utility-Parallel
Crossing
UT to Middle
Creek
® Yes
❑ No
2,004
(1,394 requires
2,541
mitigation)
6h. Total buffer impacts
14,311
13,266
6i. Comments: B5 (#10)-1,394 of riparian buffer outside of wetland area that will require compensatory mitigation. Impacts in
bold potentially require compensatory mitigation.
Page 8 of 13

D.
Impact Justification and Mitigation
1.
Avoidance and Minimization
1 a.
Specifically describe measures taken to avoid or minimize the proposed impacts in designing project.
S&EC completed a wetland & stream delineation for the entire easement in order to identify natural resources so that
impacts could be avoided & minimized to the maximum extent practicable. The proposed project includes nine (9)
wetland crossings, and five (5) stream crossings. Directional drill or Bore & Jack construction methods are not being
proposed because the town requires that the project includes a permanent rip -rap lined maintenance vehicle crossing for
each stream. It was determined to not be practical to use directional drill or Bore & Jack techniques to install the pipe
lines, and then impact the streams and wetlands above the pipe lines by constructing the required maintenance vehicle
access crossings. The rip -rap lined maintenance vehicle crossings have been minimized to 10 ft. wide at each crossing
and compensatory mitigation is being proposed at a 1:1 ratio. The proposed easement falls on numerous tracts of land
owned by different individuals. Each impact area was evaluated to minimize stream & wetland impacts to the maximum
extent practicable and also minimize the encroachment on the individual properties. At Impact #8 there is an existing
stormwater management BMP that is adjacent to the proposed force main and easement. The easement is positioned as
close to the BMP as allowed by regulation. The town is requiring the constructed rip -rap lined swale across the easement
to convey discharge from the existing stormwater BMP. At Impact #10, the force main will be directionally drilled under
the wetland and Pristine Water Drive and will avoid impacts to wetlands. The gravity line will terminate on the north side
of Pristine Water Dr. At Impact #10, there is also an existing stormwater BMP on the upslope (eastern) side of the
proposed gravity sewer easement, and the stream and twin 60 -inch culverts on the downslope (western) side of the
proposed easement. These existing constraints made is difficult to avoid wetland and parallel riparian buffer impacts
within this location. All remaining wetland, stream & riparian buffer impacts have been designed to cross the wetlands
and streams at a near perpendicular angle. All temporary wetland impacts will be brought back to pre -construction
contours and vegetated with a wetland seed mix. All temporary stream impacts will be brought back to pre -construction
elevations and the stream banks will be stabilized.
1 b.
Specifically describe measures taken to avoid or minimize the proposed impacts through construction techniques.
As per the project engineer; There will be silt fence along all of the disturbed areas, to prevent any sediment from leaving
the site. The proposed stream crossings all have minimal dry weather flows, which should allow the pipeline installation
across the stream to be relatively quick. There will be the opportunity to use a cofferdam and bypass pipe if there is any
stream flow at the time of the crossing.
2.
Compensatory Mitigation for Impacts to Waters of the U.S. or Waters of the State
2a.
Does the project require Compensatory Mitigation for
® Yes ❑ No
impacts to Waters of the U.S. or Waters of the State?
2b.
If yes, mitigation is required by (check all that apply):
❑ DWQ ® Corps
® Mitigation bank
2c.
If yes, which mitigation option will be used for this
®Payment to in -lieu fee program
project?
❑ Permittee Responsible Mitigation
3.
Complete if Using a Mitigation Bank
3a.
Name of Mitigation Bank: EBX-Neuse sponsored Neu -Con Wetland & Stream Umbrella Mitigation Bank, specifically the
Howell Woods Site
Type:
Quantity:
3b.
Credits Purchased (attach receipt and letter)
Riparian Wetland
0.94 credits
Riparian Buffer
4,182 credits
Page 9 of 13
PCN Form — Version 1.3 December 10, 2008 Version

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:
50 linear feet
4c. If using stream mitigation, stream temperature:
® warm ❑ cool ❑cold
4d. Buffer mitigation requested (DWQ only):
0 square feet
4e. Riparian wetland mitigation requested:
0 acres
4f. Non -riparian wetland mitigation requested:
0 acres
4g. Coastal (tidal) wetland mitigation requested:
0 acres
4h. Comments:
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.
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 ❑ 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
Parallel Utility
1,394
3 (2 for Catawba)
4,182
Zone 2
1 1.5
0
6f. Total buffer mitigation required:
4,182
6g. If buffer mitigation is required, discuss what type of mitigation is proposed (e.g., payment to private mitigation bank,
permittee responsible riparian buffer restoration, payment into an approved in -lieu fee fund). Payment to a private bank,
see attached SOA letter.
6h. Comments: Per Town of Apex LIDO Section 6-6.1.14(D)(2)(d)-Impacts to wetlands within Zones 1 & 2 of the riparian
buffer that are subject to mitigation under 15A NCAC 2H.0506 shall comply with the mitigation ratios in 15A NCA C 2H
.0506. This impact is identified within the impact exhibits and Impact #10. Of the 2,004 sq. ft., 610 sq. ft. is within the
wetland and wetland mitigation is required.
Page 10 of 13

E.
Stormwater Management and Diffuse Flow Plan (required by DWQ)
1.
Diffuse Flow Plan
1a.
Does the project include or is it adjacent to protected riparian buffers identified
® 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 No
Comments:
2.
Stormwater Management Plan
2a.
What is the overall percent imperviousness of this project?
N/A, proposed activity will not add
impervious to project area.
2b.
Does this project require a Stormwater Management Plan?
❑ Yes ® No
2c.
If this project DOES NOT require a Stormwater Management Plan, explain why:
Proposed activity will not add impervious to project area and is not a high-density development.
2d.
If this project DOES require a Stormwater Management Plan, then provide a brief, narrative description of the plan:
❑ Certified Local Government
2e.
Who will be responsible for the review of the Stormwater Management Plan?
❑ DWQ Stormwater Program
❑ DWQ 401 Unit
3.
Certified Local Government Stormwater Review
3a.
In which local government's jurisdiction is this project?
❑ Phase II
❑ NSW
3b.
Which of the following locally -implemented stormwater management programs
❑ USMP
apply (check all that apply):
❑ Water Supply Watershed
❑ Other:
3c. Has the approved Stormwater Management Plan with proof of approval been
❑ Yes ❑ No
attached?
4. DWQ Stormwater Program Review
❑ Coastal counties
❑ HQW
4a.
Which of the following state -implemented stormwater management programs apply
❑ ORW
(check all that apply):
❑ Session Law 2006-246
❑ Other:
4b.
Has the approved Stormwater Management Plan with proof of approval been
El 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 11 of 13
PCN Form — Version 1.3 December 10, 2008 Version

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 ❑ No
use of public (federal/state) land?
1 b.
If you answered "yes" to the above, does the project require preparation of an
❑ Yes ® No
environmental document pursuant to the requirements of the National or State
(North Carolina) Environmental Policy Act (NEPA/SEPA)?
1c.
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
El Yes El 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 2B .0200)?
2b.
Is this an after -the -fact permit application?
❑ Yes ® No
2c.
If you answered "yes" to one or both of the above questions, provide an explanation of the violation(s):
3.
Cumulative Impacts (DWQ Requirement)
3a.
Will this project (based on past and reasonably anticipated future impacts) result in
❑ Yes ® No
additional development, which could impact nearby downstream water quality?
3b.
If you answered "yes" to the above, submit a qualitative or quantitative cumulative impact analysis in accordance with the
most recent DWQ policy. If you answered "no," provide a short narrative description.
We have reviewed the "Draft Internal Policy, Cumulative impacts and the 401 Water Quality Certification and Isolated
Wetlands Programs" document prepared by the NC Division of Water Quality on April 10, 2004, version 2.1. The draft
states that other publically funded projects mayor may not result in cumulative impacts. The Middle Creek Regional
Pump Station, Force Main and Interceptor project is a privately funded (with partial public reimbursement) within a
partially developed watershed. Please note that this project is located within the Town of Apex, therefore the adjacent
properties that have potential for development will have the following regulations to protect downstream waters: 1) the
Neuse River Basin Riparian Buffer Protection regulations, these regulations require limited activities within the riparian
buffer areas, in addition to "diffuse flow" requirements, and could require Best Management Practices that treat nitrogen if
diffuse flow cannot be achieved; 2) the Phase II NPDES Stormwater Permit Program, this program includes permitting
requirements for Municipal Separate Storm Sewer Systems (MS4s) in addition to post -construction stormwater
management requirements. We anticipate that the DWR will advise us if any additional information is needed.
4.
Sewage Disposal (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 Town of Apex will ensure that capacity of their pump stations will not be exceeded.
Page 12 of 13
PCN Form — Version 1.3 December 10, 2008 Version

5. Endangered Species and Designated Critical Habitat (Corps Requirement)
5a. Will this project occur in or near an area with federally protected species or
❑ Yes ® No
habitat?
5b. Have you checked with the USFWS concerning Endangered Species Act
❑ Yes ® No
impacts?
❑ Raleigh
5c. If yes, indicate the USFWS Field Office you have contacted.
❑ Asheville
5d. What data sources did you use to determine whether your site would impact Endangered Species or Designated Critical
Habitat? The NC -Natural Heritage Programs Data Explorer Map was used to search for elemental occurrences of
federally protected species listed within and within 1 mile of the project boundaries. It was determined based on the
search that there are no elemental occurrences that are listed as federally Threatened/Endangered within or within 1 mile
of the project boundaries.
References: North Carolina Natural Heritage Program. 2018. Geographic Information System (GIS) data. NCDNCR,
Raleigh, NC. Available at hag.-1%yww.ncnhp.o&1 (Accessed: September 18, 2018).
6. Essential Fish Habitat (Corps Requirement)
6a. Will this project occur in or near an area designated as essential fish habitat?
❑ Yes ® No
6b. What data sources did you use to determine whether your site would impact Essential Fish Habitat?
The NOAH Habitat Conservation/Habitat Protection: National Marine Fish Service; Essential Fish Habitat Mapper website
was referenced. No Essential Fish Habitat was identified near the project.
7. Historic or Prehistoric Cultural Resources (Corps Requirement)
7a. Will this project occur in or near an area that the state, federal or tribal
governments have designated as having historic or cultural preservation
❑ Yes ® No
status (e.g., National Historic Trust designation or properties significant in
North Carolina history and archaeology)?
7b. What data sources did you use to determine whether your site would impact historic or archeological resources? The NC
State Historic Preservation Office HPOWEB GIS Service interactive map was referenced on September 18, 2018; no
historic listings or study list entries or determined eligible listings were identified within the easement.
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: Per the project engineer.- A portion of the pump station site and
segments of the proposed line work will be within the 100 -year flood fringe, but not within the floodway. The line work
creates no changes in the existing topography and has no effect on the 100 -year flood elevations. The pump station site
will have a relatively small amount of fill placed in the flood fringe. Fill is allowed in the 100 -year flood fringe; the effects of
fill in the flood fringe in reflected in FEMA's flood study.
8c. What source(s) did you use to make the floodplain determination? Per project engineer & NC Floodplain Mapping
Program
Deborah E. Shirley
October 2,
2018
Applicant/Agent's Signature
Applicant/Agent's Printed Name
(Agent's signature is valid only if an authorization letter fru the applicant
is provided.)
Date
Page 13 of 13

Soil & Environmental Consultants, PA
8412 Falls of Neuse Road, Suite 104, Raleigh, NC 27615 • Phone: [phone] • Fax: (919) W-9467
sandec.com
MUNICIPAL OFFICIAL / AGENT AUTHORIZATION
Project Name/Description: Middle Creek Basin Regional Pump Station Force Main & Interceptor
S&EC Project # 12913
Date:
The Department of the Army
U.S. Army Corps of Engineers, Wilmington District
69 Darlington Avenue
Wilmington, NC 28403
Attn: James Lastinger Field Office: Regulatory Field Office
This document authorizes Soil & Environmental Consultants, PA (S&EC) (as my agent) to act on my
behalf and take all actions necessary for the processing, issuance and acceptance of a permit or
certification and any and all associated standard and special conditions. This notification supersedes any
previous correspondence concerning the agent for this project.
NOTICE: This authorization, for liability and professional courtesy reasons, is valid only for government
officials to enter the property when accompanied by S&EC staff. You should call S&EC to arrange a site
meeting prior to visiting the site.
PARCEL INFORMATION:
Parcel lndexNumber(s)(PIN): multiple
Site Address:
City, County, State:
MUNICIPAL OFFICIAL INFORMATION:
Name: Town of Apex: David Hughes -Assistant Town Manager
Address: P.O. Box 250, Apex, NC 27502
Phone No.: [phone] Fax No.: [phone] Mobile No.: ( )
Email: David.Hughes?,ApexNC.ore
__D1aytn A0 ,tk65 712 011.5
Municipal Official (please print) Date's
We hereby certify the above information submitted in this application is true and accurate to
the best of our know/edge.

11
PRISTINEW4TE-
PO,
1 ,
1
}� Pond 1 q }
.. 1,
] f B Red Line is Eastern
Evaluation Limit
a Feature B is Western
Evaluation Limit _
1 Y �
� 1
B
J
!{ r S. I•
a E
0B
RD
Project Number: 12913 Map Title: Figure 1 - USGS Map N
o 800 x,600
Project Manager: I I I I I I I I I
SB Middle Creek PS Feet
Scale: 191 = 800' Wake County, NC
•
— A
Source: Soil & Environmental Consultants, PA
Date: NC USGS Apex 9462 ., .1'%,—R -d., ui, I"Ndro, \C 7] 15. rJw --(919)1 59-F'-:[919]xv'9
10/18/16 Quadrangle —`&"°°'°

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ru
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C'
...- s
-Affil' Evaluation Limit
CrO
D r GDC
III. Feature B is Western
C ' lil Evaluation Limit
CLB
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C rl . x A
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`rrl= F _ rr
ti Crl HrC
XX
VVU .
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4 -
Project Number: 12913 Map Title: N
Figure 2 - Soil Survey Map 0 800 1,600
Project Manager: I i i i I i i i I
SB Middle Creek PS Feet
Scale: 1 800' Wake County, NC
" = •
— A
Source: Soil & Environmental Consultants, P�1
Date: Wake County Soil 94621:,, .1N—R-d. ti -i- I" Ndmo. W MI 5• M—,-(919)1 5m5 o•F-[919]RLV' 1
10/18/16 Survey Sheet 75 -L&—

Wa ter Resources
ENVIRONMENTAL. QUALITY
Town of Apex
P4 Box 250
Apex, NC 27502
Determination Type:
Buffer
® Neuse (15A NCAC 2B .0233)
❑ Tar -Pamlico 05A NCAC 2B.0259)
❑ Jordan (15A NCAC 2B .0267)
(governmental and/or interjurisdictional
projects)
ROY COOPER
Governor
MICHAEL S. REGAN
Secre[aq
S. JAY ZIMMERMAN
Ffredor
` II -
`J
May 1, 2017
MAY 08 nu
Ry: Soil & E'Ivircnmerola C0`o$U#3n1s, PA
Subject: Buffer Determination. Letter
NBRRO #17-116
Wake County
I ntermittenilPere nn€al
❑ intermittent/Perennial determination (where local buffer
ordinances apply)
Project Name: Middle Creek Sewer Expansion
Address/Location: Pristine Water Drive Apex. NC
Stream(s): Middle Creek
Determination Date: May
1, 2017
Staff: Stephanie Goss
Stream E/IUP*
Not Subject
Subject
Start{q, Stop n
Soil
USGS
Sure
Ta o
A p
X
Thmu bout evaluation limit
X
X
B: Middle P
X
Throughout
X
X
Creek
D p
X
Throughout evaluation limit
X
X
E I
X
Start at DWR q
X
F p
X
Throughout evaluation limit
X
G I
X
Throughout evaluation limit
X
Pond 1
X
X
X
*E111P = Ephemertrll[niermiltenilPerennial
Explanation: The stream(s) listed above has been located on the most recent published MRCS Soil Survey of Waite
County, North Carolina and/or the most recent copy of the USGS Topographic map at a 1:24,000 scale. Each
stream that is checked "Not Subject" has been determined to not be at least intermittent or is not present. Streams
that are checked "Subject" have been located on the property and possess characteristics that qualify it to be at least
an intermittent stream. There may be other streams located on the property that do not show up an the maps
referenced above but may be considered jurisdictional according to the US Army Corps of Engineers.
Division of Woter ltesotlrce�, italeioll 11cgnma4 011iQC, water Quality operatizxis Section itir.tp: porrtl.nedcnr.korg. web wLl ap-"x
l62' iylaiI Seryice iselzter, Ralei,;lt, SNC 2"•6t1{J-IO i ['hone: (to I ) 7�]1-4200
Location: 3N00 f3arrett lhirc. ILilci.h. `C 17(,i1'y Fax: [trlti} "ix -?i U

Middle Creek Sewer Expansion
Waite County
May 1, 2017
Page 2 of 2
This on-site determination shall expire rive (5) years From the date of this letter. Landowners or affected
parties that dispute a determination made by the DWR may request a determination by the Director. An
appeal request must be made within sixty (60) days of date of this letter. A request for a determination by the
Director shall be referred to the Director in writing. If sending via US Postal Service: c/o Karen Higgins;
DWR — 401 & Buffer Permitting Unit; 1617Mail Service Center; Raleigh, NC 27699-1617. If sending via
delivery service (UPS, FedEv, etc.): Karen Higgins; DWR — 401 & Buffer Permitting Unit; 512 N. Salisbury
Street; Raleigh, NC27604.
This determination is final and binding unless, as detailed above, unless an appeal is requested within sixty
(60) days.
This project may require a Section 4041401 Permit for the proposed activity. Any inquiries should be
directed to the US Army Corp of Engineers (Raleigh Regulatory Field Office) at (919)-554-4$$4.
If you ve questions regardin s etermin 'on, please feel free to contact Stephanie Goss at [phone].
Si erel ,
09
Daiuiy Smith
Supervisor, Water Quality Regional Operations Center
cc: RRO DWR File Copy
David Gainey, SkEC, 8412 Falls of Neuse Road, Suite 104, Raleigh, NC 27615

17-116: Middle Creek Sewer Expansion

Mitigation Services
ENVIRONMENTAL QUALITY
September 13, 2018
ROY COOPER
MICHAEL S. REGAN
", 1, 1(111
David Hughes
Town of Apex
P.O. Box 250
Apex, NC 27502 Expiration of Acceptance: 3/13/2019
Project: Town of Apex=Middle:Creek-RegioTml�'S,TM &`trtterceptor County: Wake
The purpose of this letter is to notify you that the NCDEQ Division of Mitigation Services (DMS) is willing to
accept payment for compensatory mitigation for impacts associated with the above referenced project as
indicated in the table below. Please note that this decision does not assure that participation in the DMS in -
lieu fee mitigation program will be approved by the permit issuing agencies as mitigation for project impacts.
It is the responsibility of the applicant to contact permitting agencies to determine if payment to the DMS will
be approved. You must also comply with all other state, federal or local government permits, regulations or
authorizations associated with the -proposed activity including G.S. § 143-214.11.
This acceptance is valid for six months from the date of this letter and is not transferable. If we have not
received a copy of the issued 404 Permit/401 Certification within this time frame, this acceptance will
expire. It is the applicant's responsibility to send copies of the permits to DMS. Once DMS receives a copy
of the permit(s) an invoice will be issued based on the required mitigation in that permit and payment must
be made prior to conducting the authorized work. The amount of the in -lieu fee to be paid by an applicant is
calculated based upon the Fee Schedule and policies listed on the DMS website.
-Based on the information supplied -lay -you in -your request to use the -DMS, the impacts for which you are
requesting compensatory mitigation credit are summarized in the following table. The amount of mitigation
required and assigned to DMS for this impact is determined by permitting agencies and may exceed the
impact amounts shown below.
River Basin
River Bas��_7
Impact Location
(8 -digit HUC)
Impact Type
Impact Quantity
Neuse
03020201
Warm Stream
50
Upon receipt of payment, DMS will take responsibility for providing the compensatory mitigation. The
mitigation will be performed in accordance with the In -Lieu Fee Program instrument dated July 28, 2010 and
15A NCAC 02B .0295 as applicable. Thank you for your interest in the DMS in -lieu fee mitigation program.
If you have any questions or need additional information, please contact Kelly Williams at [phone].
cc: Debbie E. Shirley, agent
Sincerely,
Ja e . B Stanfill
Ass Management Supervisor
State ot'North Carolina I Environmental Quality I Mitigation Services
1652 Mail Service Center I Raleigh, NC 27699-1652 1 217 W. Jones Street, Suite 3000
919 707 8976 T

fires
EBX-Neuse I, LLC Stream and Wetland Banks
Statement of Availability September 12, 2018
U.S. Army Corps of Engineers
James Lastinger
Raleigh Regulatory Field Office
3331 Heritage Trade Center, Suite 105
Wake Forest, NC 27587
Re Project: Town of Apex -Middle Creek Regional PS, FM & Interceptor
This document confirms that Town of Apex (Applicant) for the Town of Apex -Middle Creek Regional
PS, FM & Interceptor (Project) has expressed an interest to utilize 0.94 Riparian Wetland Mitigation
Credits from the EBX-Neuse sponsored Neu -Con Wetland & Stream Umbrella Mitigation Bank,
specifically from the Howell Woods Site in the Neuse HUC 03020201. As the official Bank Sponsor,
EBX-Neuse I, LLC, attests to the fact that mitigation is available for reservation at this time.
These mitigation credits are not considered secured, and consequently are eligible to be used for alternate
purposes by the Bank Sponsor, until payment in full is received from the Applicant resulting in the
issuance of a Mitigation Credit Transfer Certificate by the bank acknowledging that the Applicant has
fully secured credits from the bank and the Banker has accepted full responsibility for the mitigation
obligation requiring the credits/units.
The Banker will issue the Mitigation Credit Transfer Certificate within three (3) days of receipt of the
purchase price. Banker shall provide to Applicant a copy of the Mitigation Credit Transfer Certificate and
a documented copy of the debit of credits from the Bank Official Credit Ledger(s), indicating the permit
number and the resource type secured by the applicant. A copy of the Mitigation Credit Transfer
Certificate, with an updated Official Credit Ledger will also be sent to regulatory agencies showing the
proper documentation.
If any questions need to be answered, please contact me at 919-209-1075.
Best Regards,
()�FTA'w'
Caitlan B. Parker
Resource Environmental Solutions, LLC
302 Jefferson Street, Suite 110
Raleigh, NC 27605

fires
EBX Buffer Mitigation Banks
Statement of Availability September 12, 2018
NC Division of Water Resources
Stephanie Goss
512 N. Salisbury St.
Archdale Building, 9th floor
Raleigh, NC 27604
Re Project: Town of Apex -Middle Creek Regional PS, FM & Interceptor
This document confirms that Town of Apex (Applicant) for the Town of Apex -Middle Creek Regional
PS, FM & Interceptor (Project) has expressed an interest to utilize 4,182 Square Feet of Riparian
Buffer Mitigation Credits from one of the following banks, EBX-Neuse I, LLC Neuse Riparian Buffer
Umbrella Mitigation Bank, RES Neuse Buffer and Nutrient Offset Umbrella Mitigation Bank, or EBX
Upper Neuse Riparian Buffer Umbrella Mitigation Bank. Specific bank sites that may be debited are
Arrington Bridge I, Arrington Bridge II, Buffalo Branch, Selma Mill, Cedar Grove, Hatley, Ezell, and
Polecat, all located in HUC 03020201. As the official Bank Sponsor, EBX-Neuse I, LLC and EBX,
attests to the fact that mitigation is available for reservation at this time.
These mitigation credits are not considered secured, and consequently are eligible to be used for alternate
purposes by the Bank Sponsor, until payment in full is received from the Applicant resulting in the
issuance of a Mitigation Credit Transfer Certificate by the bank acknowledging that the Applicant has
fully secured credits from the bank and the Banker has accepted full responsibility for the mitigation
obligation requiring the credits/units.
The Banker will issue the Mitigation Credit Transfer Certificate within three (3) days of receipt of the
purchase price. Banker shall provide to Applicant a copy of the Mitigation Credit Transfer Certificate and
a documented copy of the debit of credits from the Bank Official Credit Ledger(s), indicating the permit
number and the resource type secured by the applicant. A copy of the Mitigation Credit Transfer
Certificate, with an updated Official Credit Ledger will also be sent to regulatory agencies showing the
proper documentation.
Please contact me at 919-209-1075 or cparkergres.us if you have any questions or need additional
information.
Best Regards,
��FT�
Caitlan B. Parker
Resource Environmental Solutions, LLC
302 Jefferson Street, Suite 110
Raleigh, NC 27605
Bank Sponsor — EBX-Neuse I, LLC and Environmental Banc & Exchange (EBX)

**Impact No. 10 - Zone 1 Impact had 1394 sf outside of wetland & 610 sf within wetland
Type of Impact
Impact No.
Intermittent
Stream Temp.
Const. Corridor
(LF)
Intermittent
Stream Temp.
Const. Corridor
(SF)
Intermittent
Stream Perm. -
No Perm. Loss
(LF)
Intermittent
Stream Perm. -
No Perm. Loss
(SF)
Perennial Stream
Temp. Const.
Corridor (LF)
Perennial Stream
Temp. Const.
Corridor (SF)
Perennial Perennial
Stream Perm. - Stream Perm.
No Perm. Loss No Perm. Loss
(LF ) (SF)
Zone 1
Zone 2
Zone 2 (Grading &
Re -vegetating)
Zone 3
WETLANDS
Permanent No
Perm. Loss
WETLANDS
Permanent Loss
WETLANDS
Temporary
Construction
Corridor
1
51
253
10
48
3888
3189
1743
2
51
435
10 86
3672
2798
2338
54
226
3
1243
4
4280
282
5
51
152
10 30
1127
2323
1081
57
243
6
50
394
10 75
3620
2415
6043
24128
17
4010
7
54
287
10
41
1778
39
329
8
3242
294
17
9
1269
10**
2004
2541
5838
799
11
955
Totals
105
540
20
89
152
981
30 191
14311
13266
1743
12836
40158
461
5107
**Impact No. 10 - Zone 1 Impact had 1394 sf outside of wetland & 610 sf within wetland

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...._-�_______________________________________________________ _i1`.
--------------- ------------------------------------------------------------------------
........................................................................ 1.
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IMPACT 7 DELINEATED
TRE M A C WETLANDS LIMIT!(S
WETLAND ' W3'
ALA COMMERICAL, LLC
D. B. 12448, PG. 2163
B. M. 2005, PG. 1584 - TRA C T 2
PIN 0751.0.3- 01-1288
i
t)IXIE PIPE LINE COMPANY
/ D. B. 1936, PG. 328
0 AA 907/1 O/' I/14'
_ _ _ _ _ _ _ _ _ \ \\
wl............
IMPACT 9
\ \ (WETLAND 'W21)
\ `\ '_. 111 1 \ \ ```. '' •; �° \�,�•� �
RALEIGH RECLAMATION, LLC¢'
I 1 \ \
D.B. 15746, PG. 2646
B. M. 2014, PG 627 TRACT 1
I �
CHARLES H. WOMBLE, ET AL. PIN °751.03— "-3934 IMPACT 10 /
�\ � � � \
D.B. 4443, PG. 949 (WETLAND 'W1') i
\\ PIN 0750.01-29-0721
n
/ PRISTINE PARTNERS, LLC i
D. B. 15899, PG. 326 /
\ B. U. 2014, PG. 627
PIN 0751.0.3-22-2279
IMPACT 11
JACK 1, LLC
D.B. 16969, PG. 2028
PIN: 0751137742
GRAPHIC SCALE
100 0 50 100 200
1 inch = 100 ft.
DESIGN
DRAWN
CHECKED
SCALE
1 " = 100'
FILE
-101
IL
0
SHEET
2
OF
14

DIEHL & PHILLIPS, P.A.
D&PI CONSULTING ENGINEERS - LIC. NO. C-0465
1500 PINEY PLAINS RD., SUITE 200
CARY, N.C. 27518 • [phone]

--�__
N.0 CR/D NORM
NAD31_1
ZONE 2 IMP T - 2,798 S.FF'
PERENNIAL STREAM
ZON li PACT j
� TEMPORARY-� �
j
-3,67 I CONSTRUCTION
CORRIDOR - 51 LF (4�3 SF)
WET LAN PERMANENT M M�� ST READ
LOSS - 54 SFS I I ` I PERMANEN'm
PERMANENT LOSS- 1► 0 LF
TEMP. STONE 1 J5q I Q
50' PUBLIC UTILITY & � I CHECK DAM I ` 10' Wa � (86 SF) SILT FENCE IMH No. 6 (6'0)
GREENWAY EASEMENT m (REMOVE AFTER,d,IT I PERM. I OUTLET (TYP.)� iF
STA. 23+34.67 INTE
.� SITE. IS SiABILIZgD) STREAM STA. 10+00 LINE 'B
I I CROSSING
I I ���►�t�1117■■CEI AIEI:!!: a■■❑■■■/IVAN
All 0 ■Mtt� aEit�
ME
11 �.��■■■SII■■■i24 '%i.a■M■■■■■■i���������������.
1�00
■11■■■L::1 .111■■■■■■■16- roni PVC FOTl
1►1111///'
i
77 /. ,0 10' TEMP. CONST. .I77 — _
ASEMENT 1
60' PUBLI UTILITY & I INSTALIJ. PIPELINES A OSS CHANNEL BY TRACER WIRE
WETLANDS PERM�A�NENT GREENWAI EASEMENT I I OPEN UT STABILIZE STREAM BANKS WTH TEST STATION
(NO TEMP. EASEMENT) I I NORT ER*W CRE N BIONET S1508N I
NO PERMANENT LOSS - FROM E OF BAN" \ OF BANK MH No. BA (6'0)
2,338 SF 1 a WETLAND TEW.QR_ARY - STA. 10+30 LINE
MFW INV. MENTS 4LC 22+QQ
o.B 1rj 50906
7.5 CONSiRUCTJON COR"I
BM.
19.11I I - 226 SFl
PIN 0750.07 \
PLAN - IMPACT 2 PERENNIAL STREAM - TEMPORARY
CONSTRUCTION CORRIDOR - 51 LF (435 SF)
SCALE: 1 "= 40' PERENNIAL STREAM - PERMANENT -NO
PERMANENT LOSS - 10 LF (86 SF)
WETLAND PERMANENT - NO PERMANENT
LOSS - 2,338 SF
== = WETLANDS - PERMANENT LOSS - 54 SF
WETLAND TEMPORARY - CONSTRUCTION
CORRIDOR- 226 SF
ZONE 1 IMPACT - 3,672 SF
ZONE 2 IMPACT - 2,798 SF
DELINEATED WETLANDS
23+00
PROFILE - IMPACT 2
SCALE: 1"= 40' HORIZ.
1"= 4' VERT.
LEGEND
24
:sszss�ss� PROPOSED 16" PVC GRAVITY SEWER
�FM�FM—FM— PROPOSED 16" C905 PVC FORCE MAIN
—Llm —Lim —Lim — LIMITS OF DISTURBANCE & CLEARING
—Ra—Ra,—PBI—PBI— LIMITS OF ZONE 1
LIMITS OF ZONE 2
—
WL—WL— LIMITS OF DELINEATED WETLANDS
TOP OF STREAM BANK
SF/TP TREE PROTECTION/SILT FENCE
SILT FENCE
—TP—TP—TP— TREE PROTECTION FENCE
DIEHL & PHILLIPS, P.A. MIDDLE CREEK REGIONAL IMPACT 2 - WETLANDS, STREAM, AND SHEET
CONSULTING ENGINEERS - LIC. NO. C-0465 P.S, F.M., & INTERCEPTOR ZONES 1 & 2 4
D&P OF
1500 PINEY PLAINS RD., SUITE 200 MFW INVESTMENTS, LLC 14
GARY, N.C. 27518 • [phone] APEX, NORTH CAROLINA

l
C) MFW IN'VE�TMtN4S,LLC
ID.B. 156J4`PC 102 /l
SM. 2017 PC /Q6 7
LF �' PIN 0750 197053 \ / NAD 83IWn . j 4.
No. 8 6'0 I \ 50' PUBLI0. ULNTY &
23+34.67) INTERCEPTOR- 7A4 GREENWAY EASEMENT
10+00 LINE 'B' TM
2'55" N 25+00 IM lM—,M 26+00— —
24+00
25+00 26+00
24+00 ���w.�•w mow„C9 P C FORCE MAIN
0
TRACER WIRE 10' TEMP. CONST EASEMENT J MFW INVESTMENTS,LLC /
TEST STATION D.B. 166.3$ PC 1192
B.M. 2017, PC 1067
No. SA (6'0)
PIN 0750-29-2070 /
A. 10+30 LINE 'B' /
WETLANDS -PERMANENT - NO
_-PERYAANENT LOSS -1,243 SF
---
WETLANDS PERMANENT - NO PERMANENT
LOSS -1,243 SF
DELINEATED WETLANDS
PLAN - IMPACT 3
SCALE: 1"= 40'
I I
LEGEND
ss=ss�ss� PROPOSED 16" PVC GRAVITY SEWER
�FM�FM—FM— PROPOSED 16" C905 PVC FORCE MAIN
—LM —Li- —Li- — LIMITS OF DISTURBANCE & CLEARING
—aa—Ra—Ra,—Ra— LIMITS OF ZONE 1
—PB2—Ra�Ra—Aa=— LIMITS OF ZONE 2
— WL WL— LIMITS OF DELINEATED WETLANDS
—TP—TP—TP— TREE PROTECTION FENCE
sr/'" TREE PROTECTION/SILT FENCE
SILT FENCE
24+00
25+00
PROFILE - IMPACT 3
SCALE: 1 "= 40' HORIZ.
1 "= 4' VERT.
26
DIEHL & PHILLIPS, P.A. MIDDLE CREEK REGIONAL IMPACT 3 - WETLANDS SHEET
13&P CONSULTING ENGINEERS - LIC. NO. C-0465 P.S, F.M., & INTERCEPTOR of
1500 PINEY PLAINS RD., SUITE 200 MFW INVESTMENTS, LLC
GARY, N.C. 27518 • [phone] APEX, NORTH CAROLINA 14

A4FW I1
D.B.
\ / BM
ily, J I NAD
l WETLANDS PERMANENT —NH Nc
�, �
- NO PERMANENT LOSS - �— �I,M STA.
,x,280 SF I50' PUBLIC UTAITY &
,�. GREENWAY EASEMENT
,m. 60' PUBLIC UTILITY & ^'
MFW INVESTMENTS,= '�` GREENWAY EASEMENT
D.B. 16634 PC 1192
B.*'2017 PG 1067 \ 29+00
C i PIN 0750-19-7053 , 50' PUBLIC UTILITY &
GREENWAY EASEMENT 'm` No
_
0 y 9+
00
MH No. 9 (5'0) 28+0
STA. 26+52.56 TM -IM �•
2� \O�PVC FORCE MAW
16
27+00 28+00"
10' TEMP. CONST. EASEMENT
27+00
WETLANDS
TEMP. CONST. EASEMENT TEMPORARY
o
CONSTRUCTION
TRACER WIRE TEST STATION CORRIDOR - 282 SF
16" 11.25' MJ BEND
MFW INVESTMENTS,LLC
D.B. 16634 PC 1192
B.M. 2017, PC 1067 ----
PIN 0750-29-2070
WETLANDS PERMANENT - NO
PERMANENT LOSS - 4,280 SF
WETLANDS TEMPORARY CONSTRUCTION
CORRIDOR - 282 SF
DELINEATED WETLANDS
PLAN - IMPACT 4
27+00 28+00 29+00
PROFILE - IMPACT 4
SCALE: 1 "= 40' HORIZ.
1"= 4' VERT.
LEGEND
SS=ss�ss� PROPOSED 16" PVC GRAVITY SEWER
�FM�FM-FM— PROPOSED 16" C905 PVC FORCE MAIN
LIMITS OF DISTURBANCE & CLEARING
—Ra--�—Ra— LIMITS OF ZONE 1
LIMITS OF ZONE 2
—
WL -WL— LIMITS OF DELINEATED WETLANDS
—TP—TP—TP— TREE PROTECTION FENCE
TREE PROTECTION/SILT FENCE
SILT FENCE
SCALE: 1"= 40'
DIEHL & PHILLIPS, P.A. MIDDLE CREEK REGIONAL IMPACT 4 — WETLANDS SHEET
CONSULTING ENGINEERS - LIC. NO. C-0465 P.S, F.M., & INTERCEPTOR 6
cl-
1500 PINEY PLAINS RD., SUITE 200 MFW INVESTMENTS, LLC
GARY, N.C. 27518 9 [phone] APEX, NORTH CAROLINA 14

,MFW INVESTMENTS,LLC —
,�, D.B. 166A PC. 1191 ,�, � c.
8M 2017, P& 1067 ZONE 2 IMPACT N
I NLD H3/YWI ;
PIN 0750-19053 ,mI
-2,323SF
c� M ZONE 1 IMPACT, W`� ^l e a
,m- va a au a x 1 TA P 1 ACR Y
N D N CU . STAB UZE S REAM NKSWITH
% m
1,127 SF �` FR T F K T TOP OF SANk
ri
\ m \ n
� m
-
—
�\ TEMP. SP���NE \
—M No. 10 (5'0) SILT I 1 CHECK EtC pII
?M \ ,m. STA. 29+74.44 m� OUT T (TYP.) I I 10" WD. I '�
\ TM m INSTALL PIPELINES ACROSS ANNEL BY v
// I J I — ` STREAM I I
NORTH CAMERICAN I LGREEN IZE !RBIOET S 150BNH
50" PUBLIC UTILITY & / CROSSING
GREENWAY EASEMENT ( p FROM TOE OF BANK TO TOP F BANK IN PO IT/VE C E
1962753"
o =
_ i1+00
�J 29+0
�1� Q N S VI O •_
p • \) ilb a-� R'i Q b 1
ei'� - 31 +00 I
29+00
RCE I,IpMi , .)� \ / ww� ,�`
M� 16" 11.25' ,m
W BEND I m
�I I
AIR VALVE MH �
STA. 29+65.38 m
10' TEMP. CONST. EASEMENT U
\ I 3 1
WETLAND PERMANENT NO
PERMANENT LOSS -1,081 SF�� =�"——°a"�p0/ WETLAND \ �s
W INVIESTI�dIEPfSI LC a 29+00 30+00 31+00
Do 66,
X16 3d, 1192 PERMANENT
-WETLAND TEMPORARY BM 2 1 'li
1�7 ��e 1 9
CONSTRUCTION PIN 0750 2070"� 4 LOSS — 57 SF
3 pa�R�wa �—
CORRIDOR — 243 SF \ \ PROFILE - IMPACT 5
SCALE: 1 "= 40' HORIZ.
PLAN - IMPACT 5 1 "= 4' VERT.
SCALE: 1"= 40' LEGEND
PERENNIAL STREAM —TEMPORARY
ss z ss � ss � PROPOSED 16" PVC GRAVITY SEWER
�FM�FM�FM� PROPOSED 16" C905 PVC FORCE MAIN
CONSTRUCTION CORRIDOR — 51 LF (152 SF) _gym _gym _gym — LIMITS OF DISTURBANCE & CLEARING
PERENNIAL STREAM — PERMANENT—NO — ei—Ra,—Ra— LIMITS of ZONE 1
PERMANENT LOSS — 10 LF (30 SF)LIMITS OF ZONE 2
- WL WL- LIMITS OF DELINEATED WETLANDS
WETLAND PERMANENT — NO PERMANENT TOP OF STREAM BANK
LOSS —1,081 SF
ZONE 1 IMPACT —1,127 SF—TP-TP—TP— TREE PROTECTION FENCE
TREE PROTECTION/SILT FENCE
ZONE 2 IMPACT — 2,323 SF ===========- WETLAND — PERMANENT LOSS — 57 SF SILT FENCE
DELINEATED WETLANDS WETLAND TEMPORARY — CONSTRUCTION
CORRIDOR— 243 SF
DIEHL & PHILLIPS, P.A. MIDDLE CREEK REGIONAL IMPACT 5 — WETLANDS, STREAM, AND SHEET
CONSULTING
CONSULTING ENGINEERS — LIC. NO. C-0465 P.S, F.M., & INTERCEPTOR ZONES 1 & 2 /
cl-
D&P
1500 PINEY PLAINS RD., SUITE 200 MFW INVESTMENTS, LLC 14
GARY, N.C. 27518 9 [phone] 1 APEX, NORTH CAROLINA

� p
I NAp e9j� Rpy � / II
QW' ZONE 3 IMPACT – 6,043 SF —\
00 MFW INVESTMENTSll'ZONE2 IMPACT = 2,415�`SF WETLAND 1 ,LLc / \\ N/ D PERMANENT
l I D.B. 166.34 PG 1192 / LO S — 17 SF B.M. 2OL7, PG. 1067- ,� ,� ,� ,� ,� T
\
PIN 0750-19-7053 / ?QNE 1 IMPACT MH No. 1 (5'0) 50' PUBLIC /
\ Jl-"00 WETLAND PERMANENT - NO C�
3i �r 0,6
, r WT­
i5T30UTILITY
STf0+' UY3 620 SF EASEMENT
CHECK DAM
(REMOVE AFTER
MH No11 (5'0) ISITE IS STABZED)
STA33+40.26 TERCEPTORSILT FENCE-PERAA�ENT LOSS – 24,128 SF TEMPSTONE
n''�UTLET (TYP.71i00 LINE C�
�
fpt/0aE0tdE.�pt'l1
�O
/
/
34+00 �r�'i'i r'i r'ii r'i r'� r'i i'i,, �y� '382b 00-
1
,
58'10'36" i i i i i'
� � 36j � �33�009000 `moo � 34+0
10' TEMP. (/
CONSTRUCTION
EASEMENT I
\ / 16" 22.5' `yL'
MJ BEND
MH No. 12A (910 /
\ \ MH No. 11A (5'0) TRACER WIRE PIPELINES ACROSS STA. I0+30.15 LIE 'D
CHANNEL BY
STA. 10+30.00 LINE 'C' 16" INSTALL 22 5• TEST STATION OPEN CUT. STABILIZE STREAM BANKS WITH
\ \ WETLAND TEMPORARY MJ BEAD l NORTH AMERICAN GREEN BNESANK / / ' mk
FROM""TOE OF BANK'�`TO TOPPOFF SANK ( o I
- CONSTRUCTION WETLAND TEMPORARYl
IA
CORRIDOR -1,058 SF a CONSTRUCTION
\ CORRIDOR - 2,952 SF `- -
\\
MFW INVESTM, 1192 Lc PERENNIAL STRFAM P �VIANENT – No
1 � D.B. J66.iQ PG J792
( BM 750 -9 070 PERMANENT LOSS –10 L 5 SF)
\
PIN 0750-29-2070 CHARLES H. WOMBLE, ET AL.
l D.B 444A PO. 949 /
/
PIN 0750.01-29-07 27 PERENNIAL STREAVTEMP A,ARY//
\ / CONSTRUCTON CORRIDO - 0 LF (394 SF)
PLAN - IMPACT 6
Jv ' - LEGEND
PERENNIAL STREAM – TEMPORARY _ ss _ ss _ ss _ PROPOSED 16" PVC GRAVITY SEWER
CONSTRUCTION CORRIDOR – 50 LF (394 SF)
�FM■>_FM■>_FM� PROPOSED 16" C905 PVC FORCE MAIN
ZONE 1 IMPACT – 3,620 SF PERENNIAL STREAM – PERMANENT–NO—£m—£m—£m— LIMITS OF DISTURBANCE & CLEARING
PERMANENT LOSS – 10 LF 75 SF — LIMITS of ZONE 1
ZONE 2 IMPACT – 2,415 SF ( )—a�—R�—Ra—RB— LIMITS OF ZONE 2
WETLAND PERMANENT – NO PERMANENTLIMITS OF ZONE 3
ZONE 3 IMPACT – 6,043 SF LOSS – 24,128 SF—WT W'_ LIMITS OF DELINEATED WETLANDS
TOP OF STREAM BANK
WETLANDS – PERMANENT LOSS –17 SF—TP—TP—TP— TREE PROTECTION FENCE
DELINEATED WETLANDS WETLAND TEMPORARY – CONSTRUCTION �`�° TREE PROTECTION/SILT FENCE
SILT FENCE
CORRIDOR– 4,010 SF
DIEHL & PHILLIPS, P.A. MIDDLE CREEK REGIONAL PLAN - IMPACT 6 - WETLANDS, STREAM, SHEET
D&P CONSULTING ENGINEERS - LIC. NO. C-0465 P.S, F.M., & INTERCEPTOR AND ZONES 1, 2, & 3 Q cj
1500 PINEY PLAINS RD., SUITE 200 MFW INVESTMENTS, LLC
CARY, N.C. 27518 9 [phone] APEX, NORTH CAROLINA 14

PROFILE - IMPACT 6
SCALE: 1 "= 40' HORIZ.
1"= 4' VERT.
DIEHL & PHILLIPS, P.A. MIDDLE CREEK REGIONAL PROFILE - IMPACT 6 - WETLANDS, SHEET
CONSULTING ENGINEERS - LIC. NO. C-0465 P.S, F.M., & INTERCEPTOR STREAM, AND ZONES 1, 2, & 3 9
93&P 1500 PINEY PLAINS RD., SUITE 200 MFW INVESTMENTS, LLC 14
CARY, N.C. 27518 • [phone] 1 APEX, NORTH CAROLINA
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11 11 11 11 11 36+00
PROFILE - IMPACT 6
SCALE: 1 "= 40' HORIZ.
1"= 4' VERT.
DIEHL & PHILLIPS, P.A. MIDDLE CREEK REGIONAL PROFILE - IMPACT 6 - WETLANDS, SHEET
CONSULTING ENGINEERS - LIC. NO. C-0465 P.S, F.M., & INTERCEPTOR STREAM, AND ZONES 1, 2, & 3 9
93&P 1500 PINEY PLAINS RD., SUITE 200 MFW INVESTMENTS, LLC 14
CARY, N.C. 27518 • [phone] 1 APEX, NORTH CAROLINA

MJ 16" 22.5'
/
I \ I BEND
WETLAND PERMANENT - < �WETLA D — /� / ESI
NO PERMANENT LOSS - PERMANENT / R o"I —£"
1,778 SF I LOSS - /39 SF % �n i�I i �Etx
/ \ J ;00 Oc
TEMP. STONE
\ SWT FE CE / CHECK DAM
OUTLET
�\ 116" 22.5
MJ BEND H
MARTHA M. SMITH-
D.B.
D.B. 13314, PG 137 /
PIN 0751.0310-2449
\ \ J6v I/ /
/ w INTERMITTENT STREAM
- -/�
PERMANENT- NO PERMANENT
1 _ IDE P
MJ BEND 1 STREW bSS -10 LF ((41 SF)
STREAM C SSING
1
INSTALL IPELIN(5 ACROSS CHANNEL
l - -BB PEN CUT. STA IAALII�Z1ERSTR GREEN II TERMITI ENT STREIiKM
BIONET S150BN FROMY-0E OF BANK TEMPOR,�RY - CONS/iRUCTION
TO TOP OF BANK
6 P°B`IG UTI`I CbRRIDO/R - 54 LF (287 LF)
„GRE TEVP EASEM
T �
(NO TEkIP. EASHM NT)
\ WTLAND TEMPORARY -
C NSTRdCTION CORRIDOR - 329 SF
1
PLAN - IMPACT 7
SCALE: 1"= 40'
43+00 44+00
PROFILE - IMPACT 7
SCALE: 1 "= 40' HORIZ.
I"= 4' VERT.
INTERMITTENT STREAM - TEMPORARY
CONSTRUCTION CORRIDOR - 54 LF (287 SF)
INTERMITTENT STREAM - PERMANENT -NO
PERMANENT LOSS - 10 LF (41 SF)
WETLAND PERMANENT LOSS - 39 SF
WETLAND PERMANENT - NO PERMANENT LOSS -1,778 SF
WETLAND TEMPORARY CONSTRUCTION
CORRIDOR- 329 SF
DELINEATED WETLANDS
45+00
LEGEND
FUTURE GRAVITY SEWER
�FMZMFM =FMm PROPOSED 16" C905 PVC FORCE MAIN
-Lm -Lim -Lim - LIMITS OF DISTURBANCE & CLEARING
-W WL- LIMITS OF DELINEATED WETLANDS
TOP OF STREAM BANK
-TP -TP -TP- TREE PROTECTION FENCE
-s'/Tp-TREE PROTECTION/SILT FENCE
SILT FENCE
DIEHL & PHILLIPS, P.A. MIDDLE CREEK REGIONAL IMPACT 7 - WETLANDS, STREAM, AND --
D&P CONSULTING ENGINEERS - LIC. NO. C-0465 P.S, F.M., & INTERCEPTOR ZONES I & 2 10
1500 PINEY PLAINS RD., SUITE 200 MFW INVESTMENTS, LLC
GARY, N.C. 27518 9 [phone] APEX, NORTH CAROLINA 14

i
T EMPORARY -
STORMWATER
sMP 1
�j CONSTRUCTION - -
CORgI�R-17 SF
RALEIGH RECLAMATION, LLC
RALEIGH RECLAMATION, LLC
D.B. 15746, PG. 2646
y y
B.M. 2014. PG. 627 - TRACT 1
D.B 15746, PG 2646
-
NAp e9 RTy
\
TRACT 1
B.M./�
2014 PG 627
PIN 0751.03-11-3934
j
WETLANDS
PERMANENT
LOSS - 294 SF
50' PUBLIC
iM
.�
CONSTRUCT RIPRAP LINED SWALE ACROSS
UTILITY EASEMENT
F
M
I
EASEMENT TO CONVEY DISCHARGE FROM
EKISTING 4TORMWATER BMR RIPRAP TO
G> /,
\
BE 22" THICK CLASS
/ V
TM
SILT FENCE I'I'I
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_
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55+00.00 000
010
o
_56+0
�STATION (TYP.)
u 10' TEMP. CONST \
- EASEMENT
16 �
16" 11.25' WETLANDS
/ J W BEND
WETLANDS PERMANENT
- NO PERMANENT LOSS -
3,242 SF J
�J
EXIST.
T EMPORARY -
STORMWATER
sMP 1
�j CONSTRUCTION - -
CORgI�R-17 SF
RALEIGH RECLAMATION, LLC
D.B. 15746, PG. 2646
^
B.M. 2014. PG. 627 - TRACT 1
/ /
PIN 0751.03-11-3934
55+00 56+00 57+00
PROFILE - IMPACT 8
SCALE: 1 "= 40' HORIZ.
1 "= 4' VERT.
WETLAND PERMANENT - NO PERMANENT LOSS - 3,242 SF LEGEND 2'
FUTURE GRAVITY SEWER
4 4
WETLAND PERMANENT LOSS- 294 SF _F_MZ -FM =FMPROPOSED 16” C905 PVC FORCE MAIN
-- ---—Lim —Lim —Lim — LIMITS OF DISTURBANCE & CLEARING
WETLAND TEMPORARY - CONSTRUCTION CORRIDOR -17 SF -RBI -PBI -RB' -RBI- LIMITS of ZONE 1
—Ra — LIMITS OF ZONE 2
— W W R- LIMITS OF DELINEATED WETLANDS
DELINEATED WETLANDS -TP -TP -TP- TREE PROTECTION FENCENON—WOVEN GEOTEXTILE
—SF/'P—TREE PROTECTION/SILT FENCE 22 " THK. CLASS 'B FILTER FABRIC
SILT FENCE RIPRAP (D5o = 9')
PLAN -IMPACT 8-----------------
----------- EXISTING STORM SEWER
STORMWATER BMP DISCHARGE SWALE DETAIL
SCALE: 1 "= 40' NO SCALE
DIEHL & PHILLIPS, P.A. MIDDLE CREEK REGIONAL IMPACT 8 - WETLANDS
D&P CONSULTING ENGINEERS - LIC. NO. C-0465 P.S, F"M., & INTERCEPTOR 11
1500 PINEY PLAINS RD., SUITE 200 MFW INVESTMENTS, LLC
CARY, N.C. 27518 • [phone] APEX, NORTH CAROLINA 14

WETLANDS PERMANENT -ATO"
PERMANENT L6SS"-1,263 SF
SILT FENCE
--� "OUTLET (TYP.)
5' P��11BL16 UTILITY &
1'001, I(AY EASEMENT
00
6e_, D _
�— —
C905 yF C
—
16" 11.25' e. F�F.„sF«_FL 00
MJ BEND — ---� _
3 �
10' TEMP. CONST. EASEMENT a �
\ i EXIST. SEPTIC FIELD
\— —397—
WETLAND PERMANENT - NO PERMANENT LOSS -1,269 SF
DELINEATED WETLANDS
PLAN - IMPACT 9
SCALE: 1"= 40'
62+00 63+00 64+00
PROFILE - IMPACT 9
SCALE: 1 "= 40' HORIZ.
I"= 4' VERT.
LEGEND
— — — — — — FUTURE GRAVITY SEWER
—FM—FM—FM— PROPOSED 16" C905 PVC FORCE MAIN
— T —Lm —Lm — LIMITS OF DISTURBANCE & CLEARING
—
WL— WL— LIMITS OF DELINEATED WETLANDS
—TP—TP—TP— TREE PROTECTION FENCE
sF/TP TREE PROTECTION/SILT FENCE
SILT FENCE
DIEHL & PHILLIPS, P.A. MIDDLE CREEK REGIONAL IMPACT 9 - WETLANDS ;NtET
93&P CONSULTING ENGINEERS - LIC. NO. C-0465 P.S, F.M., & INTERCEPTOR 120E
1500 PINEY PLAINS RD., SUITE 200 MFW INVESTMENTS, LLC
CARY, N.C. 27518 . [phone] APEX, NORTH CAROLINA 14

RALEIGH RECLAMATION, LLC
D.B. 15746, PC. 2646
B.M. 2014, P0. 627 - TRACT I
PIN 0751.03-11-3934
NOW
ae,—aaz_Aa—Raz_aa�a�—�z— 'WEILANDSPERAMNENT
MA
_ — NO PERNP LOSSB2—a,
L �
799 SF
_ J / ZONE 1 IMPACT (WITRIN�--
WETLAND) — 610 SF
ZONE 1 IMPACT (OUTSIDE
.-r-r
— — WETLANPUt;394� _F —
=y—r — --- _—_— f— —
r
_ —,ZONE 2 IMPAC !NL W ^
Rig 7,
RB1—R8161
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/ R62gz/ RBz— R12— RB
50' PUBLIC '.L"s , ` `, , ... .
CREENWAY EASEMENT . ♦ . . ` ` ` ` ` . . • - �.(
7OXUP-3 IMPACT
373-
- —374— R-
—376—�
— x,838 SF 1 � ' � ; �'�'�.� R ,`,`,`.�.�.�.�.�.�.�.� .`.�.�♦�.� �. — — — � A
. ♦ ♦..♦`.``. ♦ . . .` ♦` ♦ . ♦ ♦ . ♦` .` . ..♦� ♦` ` ` `, `, ♦ . ♦` .` .`. ♦ ` // AY EAS
TRACER WIRE
TEST STATION L —
`. -'tREENW
4
/33
Rg4 3
—361
381
ST 6 CMP
-6 CMP -
RB2
0
�F
MO.// \
ICONSTRUCWN
EASEMENT�` \ EXIST. STORMWA TE2,Wp
AIR VALVE MH
STA. 68+26.20
ZONE 1 IMPACT (OUTSIDE WETLAND) —1,394 SF
ZONE 1 IMPACT (WITHIN WETLAND) — 610 SF
ZONE 2 IMPACT — 2,541 SF
ZONE 3 IMPACT — 5,838 SF
WETLAND PERMANENT — NO PERMANENT LOSS — 799 SF
DELINEATED WETLANDS
PLAN - IMPACT 10
SCALE: 1"= 40'
I \
I 68+00
I
I
LEGEND
FUTURE GRAVITY SEWER
—
FM=FMFM— PROPOSED 16" C905 PVC FORCE MAIN
—Llm �Lim =Li-- LIMITS OF DISTURBANCE & CLEARING
-RBI R61 LIMITS OF ZONE 1
RBz RBz- LIMITS OF ZONE 2
RBS RB3 LIMITS OF ZONE 3
- WL WL— LIMITS OF DELINEATED WETLANDS
TOP OF STREAM BANK
-TP -TP -TP- TREE PROTECTION FENCE
TREE PROTECTION/SILT FENCE
SILT FENCE
----------------= EXISTING STORM SEWER
ESAA IIRON SERIES No. 20
69+00 70+00
PROFILE - IMPACT 10
SCALE: 1"= 40' HORIZ.
1"= 4' VERT.
DIEHL & PHILLIPS, P.A. MIDDLE CREEK REGIONAL IMPACT 10 — WETLANDS SHEET
13&P CONSULTING ENGINEERS - LIC. NO. C-0465 P.S, F.M., & INTERCEPTOR 1'" OF
1500 PINEY PLAINS RD., SUITE 200 MFW INVESTMENTS, LLC
14
CARY, N.C. 27518 9 [phone] APEX, NORTH CAROLINA

393 I \ \ \
/ ( I
392 /
CD
I cR'f— a. 16-969, PG. 26s� —
o \lfd�7511.5�74�200
\ \
3 \ \
�` \ — ZONE 3 IMPACT-_— 955 SF-
_
\ \ \ ��� O \ \
38
R+ � ♦ e� ♦ ♦, ♦ a iaa � \
♦ ♦ 4aa \ \
IN
ZONE 3 IMPACT - 955 SF
PLAN - IMPACT 11
SCALE: 1 "= 40'
LEGEND
�FM�FM�FM� PROPOSED 16" C905 PVC FORCE MAIN
— m—Lim—Lim— LIMITS OF DISTURBANCE & CLEARING
RB1 RB1 LIMITS OF ZONE 1
-RBz RBz— LIMITS OF ZONE 2
RB, RB3 LIMITS OF ZONE 3
— WL WL— LIMITS OF DELINEATED WETLANDS
—TP—TP—TP— TREE PROTECTION FENCE
5Pn° TREE PROTECTION/SILT FENCE
SILT FENCE
_______________ EXISTING STORM SEWER
DIEHL & PHILLIPS, P.A. MIDDLE CREEK REGIONAL IMPACT 11 - ZONE 3 SHEET
13&P CONSULTING ENGINEERS — LIC. NO. C-0465 P.S, F.M., & INTERCEPTOR 14
1500 PINEY PLAINS RD., SUITE 200 MFW INVESTMENTS, LLC
GARY, N.C. 27518 9 [phone] APEX, NORTH CAROLINA 14