20181082 Ver 1_401 Application_20180818

Environmental Consultants,
8=412 Falls of Neuse Road, Suite 104, Raleigh, NC 27615 • Phone: [phone]
sandec.coin
TO, US Army Corps of Engineers
Raleigh Regulatory Field Office
Attn: James Lastinger
3331 Heritage Trade Drive, Suite 105
Wake Forest, NC 27587
From: Deborah Edwards Shirley
Soil & Environmental Consultants, PA
Re: Town of Apex -Beaver Creek Sewer Outfall
Apex, Wake County, NC
August 6, 2018
S&EC Project # 12937.W13
NC DWR, 401 & Buffer Permitting Unit
Attn: Karen Higgins
Archdale Building — 91h Floor
512 North Salisbury Street
Raleigh, NC 27604
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 Jordan
Lake Watershed 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 -Beaver Creek Sewer Outfall
ProjectType
Utility -Sanitary Sewer
Owner / Applicant
Town of Apex
County
Wake
Nearest Town
Apex
Waterbody Name
Beaver Creek
Basin
Cape Fear -Jordan Lake
Index Number
16-41-10-(0.5)
Class
WS -IV; NSW
IMPACT SUMMARY
Stream Impact (acres):
0.05
Wetland Impact (acres):
1.77
Open Water Impact (acres):
0
Total Impact to Waters of the U.S.
nacres)
1.82
203
Total Stream Impact (linear feet):
Total Riparian Buffer Impact (sq. ft.)
Zone 1: 24,314 1 Zone 2: 3,112
Attachments`
Pre -construction Notification (PCN) Application Form
Agent Authorization Form
NRCS Soil Survey Map
USGS Topographic Map
DWR Buffer Determination JBRRO#16-426
TOA -Fahey Property Stream bet -Apex 16-009
NCDMS Mitigation Acceptance
Overall Wetland & Stream Impacts
Overall Buffer Impacts
Wetland & Stream Impacts
Stream Buffer Impacts
Plan & Profile Sheets
DWR ONLY:
$570 DWR Application Fee

o w Air
Office Use Only:
Corps action ID no.
i , , i s DWQ project no.
Form Version 1.3 Dec 10 2008
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
1b. Specify Nationwide Permit (NWP) number: 12 or General Permit (GP) number: NIA
1 c. Has the NWP or GP number been verified by the Corps? 1 2 Yes ❑ No
1d. Type(s) of approval sought from the DWQ (check all that apply):
® 401 Water Quality Certification — Regular ❑ Non -404 Jurisdictional General Permit
❑ 401 Water Quality Certification — Express ® Riparian Buffer Authorization
1e. Is this notification solely for the record For the record only for DWQ 401 For the record only for Corps Permit:
because written approval is not required? Certification:
❑ Yes ® No ❑ Yes ® No
1f. Is payment into a mitigation bank or in -lieu fee program proposed for mitigation ® Yes ❑ No
of impacts? If so, attach the acceptance letter from mitigation bank or in -lieu
fee program.
1 g. Is the project located in any of NC's twenty coastal counties. If yes, answer 1 h ❑ Yes No
below.
1 h.
Is the project located within a NC DCM Area of Environmental Concern (AEC)? I
❑ Yes ® No
2.
Project Information
t o
2a.
Name of project:
Town of Apex -Beaver Creek Sewer Outfall
Wake
Apex
2b. County:
2c. Nearest municipality / town:
2d.
Subdivision name:
NIA
2e.
NCDOT only, T.I.P. or state
project no
NIA
3.
Owner Information
3a.
Name(s) on Recorded Deed:
Town of Apex Public Works & Utilities Department
3b.
Deed Book and Page No.
t o
3c.
Responsible Party (for LLC if
applicable):
David Hughes -Assistant Town Manager
PO Box 250
Apex, NC 27502
3d. Street address:
3e.
3f.
City, state, zip:
Telephone no.:
919-249-3414
3g.
Fax no.:
1919-387-7055
3h.
Email address:
David. [e-mail]�
Page 1 of 13
PCN Form —Version 1.3 December 10, 2008 Version

4.
Applicant Information (if different from owner)
4a.
Applicant is:
❑ Agent ® Other, specify: Owner-please send correspondence to Agent and
Applicant
4b.
Name:
4c.
Business name
(if applicable):
4d.
Street address:
4e.
City, state, zip:
4f. Telephone no.:
4g. Fax no.:
4h.
5.
5a.
5b.
Email address:
Agent/Consultant Information
Name:
Business name
(if applicable):
(if applicable)
Deborah Edwards Shirley
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:
DShirle SandEC.
Page 2 of 13

B. Project Information and Prior Project History
1. Property Identification
la. Property identification no. (tax PIN or parcel ID)
1b. Site coordinates (in decimal degrees): IMPACT #1
1c. Property size:
2. Surface Waters
2a, Name of nearest body of water (stream, river, etc.) to
proposed project:
2b. Water Quality Classification of nearest receiving water:
2c. River basin.
3. Project Description
Parcel ID: N/A -linear utility project
Latitude: 35.7201 Longitude: -78.9063
(DD.DDDDDD)
NIA
UT to Beaver Creek; 16-41-10-(0.5)
[I ill allBID] a]01a]g)]
WS -IV, NSW
Cape Fear,- Hydrologic Unit Code 03030002
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 an existing 30' Town of Apex Sanitary Sewer Easement
within the Apex Nature Park and then forested throughout the proposed easement connecting to two existing sleeves that
were constructed under Highway 540 for utilities. The general land use in the vicinity of the project is residential.
3b. List the total estimated acreage of all existing wetlands on the property:
Approximately 8.37 acres of wetlands as shown on the Overall Stream and Wetland Cover sheets.
3c. List the total estimated linear feet of all existing streams (intermittent and perennial) on the property:
Approximately 11,539 linear feet of stream as shown on the Overall Stream and Wetland Cover sheets.
3d. Explain the purpose of the proposed project:
The purpose of the proposed project is to construct 10,262 linear feet of sanitary sewer from the Apex Nature Park to two
sleeves that have been constructed under Highway 540.
3e Describe the overall project in detail, including the type of equipment to be used.-
The
sed:The overall project consists of the construction of 10, 262 linear feet of sanitary sewer. A section of the new sanitary
sewer will be constructed within a portion of an existing 30' wide Town of Apex Sanitary Sewer Easement (non -forested),
with an additional 15' wide easement added (forested). This section starts at a doghouse manhole within the park
property to approximately SSMH111 (i.e. manhole 111). The easement sections from SSMH 111 to SSMH 113, and then
from SSMH 119 — 144, SSMH 200-205 are completely proposed. And finally, the easement section from SSMH 113 —
119 is an existing 30' wide Town of Apex Sanitary Sewer Easement, but with no current sewer. All of the proposed and
existing without sewer are forested. There will be a total of seventeen (17) wetland impact areas and six (6) stream
impact areas throughout the project. 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 /
project (including all prior phases) in the past? ®Yes Q [ 0 Unknown
Comments:
4b. If the Corps made the jurisdictional determination, what type
of determination was made? ® Preliminary ❑ Final
Comments: PJD package sent to Corps on 2-14-17
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.
USA CE: Site visit & field verification completed by James Lastinger on September 20, 2016; NCDWR. Riparian buffer
determination completed by Jason Robinson on January 11, 2017 (JBRRO#16-426)
Page 3 of 13
PCN Form — Version 1.3 December 10, 2008 Version

B.
Project Information and Prior Project History
o. rroject History
5a. Have permits or certifications been requested or obtained for Yes
this project (including all prior phases) in the past?
5b. If yes, explain in detail according to "help file" instructions.
NIA
6. Future Project Plans
6a. Is this a phased project?
6b. If yes, explain.
NIA
❑ No ® Unknown
❑ Yes Z No
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
W2 (#1-W1)
wetland
Sewer, Within
Existing Easement
DWQ - non -404, other)
(acres)
Temporary
Bottomland
if known
W4 (#2-W2)
® P ❑ T
Sewer, Permanent,
Utility -Sanitary
❑ No E] DWQ
No Perm Loss
W1 (#1-W1)
Sewer; anent,
Bottomland
® Yes
® Corps
0.03
®P ❑ T
E-
Hardwood
❑ No
❑ DWQ
®P ❑ T
0.02
0.001
0.004
0.06
0.06
0.04
Page 5 of 13
PCN Form - Version 1.3 December 10, 2008 Version
U erm oss
Utility- Sanitary
Bottomland
❑ Yes ® Corps
W2 (#1-W1)
❑ P ® T
Sewer, Within
Existing Easement
Hardwood
®No E] DWQ
Utility -Sanitary
Bottomland
® Yes ® Corps
W4 (#2-W2)
® P ❑ T
Sewer, Permanent,
Hardwood
❑ No E] DWQ
No Perm Loss
❑ Yes ® Corps
W5 (#2-W2)
Utility- Sanitary
Sewer, Within
Bottomland
❑ P ® T
Existing Easement
Utility -Sanitary
Hardwood
® No ❑ DWQ
_
® Yes ® Corps
W6 (#3B -W4)
Bottomland
®P ❑ T
Sewer, Permanent,
Hardwood
[:1 No El DWQ
No Perm Loss
W7 (#36-W4)
Utility- Sanitary
Bottomland Yes
®Corps
❑ P ® T
Sewer, Within
Hardwood ®No
DWQ
Existing Easement
Bottomland ® Yes
® Corps
W8 (#4-W4)
Utility -Sanitary
® P ❑ T
Sewer, Permanent,
Hardwood ❑ No
❑ DWQ
No Perm Loss
_
_
W9 (#5-W5)
Utility -Sanitary
Bottomland ® Yes
Corps
®P ❑ T
Sewer, Permanent,
Hardwood El No
El DWQ
No Perm Loss
W10 (#6-W5)
Utility -Sanitary
Sewer, Permanent,
Bottomland
®Yes ®Corps
® P ❑ T
No Perm Loss
Hardwood
F1 No El DWQ
s
Utility -Sanitary
W11 (#7-W5)
Bottomland
® Yes ® Corps
® P ❑ T
Sewer, Permanent,
Hardwood
❑ No ❑ DWQ
No Perm Loss
Utility -Sanitary
Sewer, Permanent,
Bottomland
W12 (#8-W5)
Yes ❑Corps
® P ❑ T
No Perm Loss
Hardwood
❑ No ❑ DWQ
Utility -Sanitary
Sewer, Permanent,
Bottomland
W13 (#9B & 9C -W6)
® Yes ® Corps
® P ❑ T
No Perm Loss
Hardwood
El No 0 DWQ
Bottomland
® Yes
® Corps
_
W14 (#10A & 10B-
Utility -Sanitary
Sewer, Permanent,
W6) ®P ❑ T
No Perm Loss
Hardwood
❑ No
® Yes
❑ DWQ
_
Corps
W15 (#10C -W7)
Utility -Sanitary
Bottomland
® P ❑ T
Sewer, Permanent,
Hardwood
❑ No
❑ DWQ
No Perm Loss
0.02
0.001
0.004
0.06
0.06
0.04
Page 5 of 13
PCN Form - Version 1.3 December 10, 2008 Version

W16 (#11 -W10)
Utility -Sanitary
Headwater
®Yes
®Corps
®PER
®P T
EJ
Sewer, Permanent,
wetland
El No
DWQ
0.01
No Perm Loss
Utility -Sanitary
Bottomland
®Yes
W17 (#32 -W9)
Z Corps
® P ❑ T
Sewer, Permanent,
Hardwood
❑ No
❑ DWQ
0.09
No Perm Loss
W18 (#33A & 33B -
Utility -Sanitary
Sewer, Permanent,
Bottomland
® Yes
Corps
_
T
0.07
W9) ®P ❑ T
No Perm Loss
Hardwood
El No
El DWQ
2g. Total wetland impacts
1.77
2h. Comments: Total Permanent, No Permanent loss impacts (forested) -outside 30' maintained utility easement = 1.683; total
temporary impacts (non -forested) -within 30' maintained utility easement
= 0.084. 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.
3g.
Stream impact Type of impact Stream name
Perennial
Type of jurisdiction Average
Impact
number -Permanent
(PER) or
(Corps - 404, 10 stream
length
(P) or Temporary (T)
intermittent
DWQ — non -404, width
(linear
(INT)?
other) (feet)
feet)
S1 (#3A -A)
®P❑T
S2 (#3A -A)
❑P®T
S3 (#5-H)
®P❑T
S4 (#5-H)
❑PET
S5 (#7-G)
®P❑T
S6 (#7-G)
❑P®T
S7 (# 12A -A)
®P❑T
S8 (# 12A -A)
❑PMT
S9 (#12B -C)
❑P0T
Utility -Open Cut
w/Rip-Rap Keyed into
stream bed
(Permanent -No
Permanent Loss)
Utility -Open Cut
Temporary
Construction
Utility -Open Cut
w/Rip-Rap Keyed into
stream bed
(Permanent -No
Permanent Loss)
Utility -Open Cut
Temporary
Construction
Utility -Open Cut
w/Rip-Rap Keyed into
stream bed
(Permanent -No
Permanent Loss)
Utility -Open Cut
Temporary
Construction
Utility -Open Cut
w/Rip-Rap Keyed into
stream bed
(Permanent -No
Permanent Loss)
Utility -Open Cut
Temporary
Construction
Utility -Open Cut
Temporary
Construction
UT to Beaver 10 PER ® Corps
Creek ❑ INT ❑ DWQ
UT to Beaver ®PER
Creek ❑ INT
UT to Beaver [:]PER
Creek ® INT
UT to Beaver ❑ PER
Creek INT
UT to Beaver ❑ PER
Creek HINT
UT to Beaver ❑ PER
Creek i[Z INT
UT to BeaverI E PER
Creek ❑ INT
UT to Beaver
®PER
Creek
❑ INT
UT to Beaver
®PER
Creek
❑ INT
Page 6 of 13
® Corps I .15
❑ DWQ I
® Corps
❑ DWQ
® Corps
❑ DWQ
® Corps
❑ DWQ
® Corps 5
❑ DWQ
® Corps Q
❑ DWQ
® Corps 12
❑ DWQ
® Corps 16
❑ DWQ
17
22
20
21
15
15
4

Utility -Open Cut
S10 (#32-B) wlRip-Rap Keyed into UT to Beaver ❑ PER ® Corps
stream bed
®P ❑ T (Permanent -No Creek ®INT ❑ DWQ
Permanent Loss)
8 15
S11 (#32-B) Uti qty- pen ut UT to Beaver ❑ PER Corps
Temporary 8 15
El P ®T Construction Creek ®INT ❑ DWO
3h. Total stream and tributary impacts 203
3i. Comments: Total proposed Permanent, No Permanent Loss Stream impacts = 89 linear feet; Total proposed Temporary
Stream impacts for construction= 114 linear feet. Temporary Stream impacts will be brought back to pre -constriction
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 impacts below.
4a. 4b. C. 4d 4e_
Open water impact Name of waterbody
number – (if applicable) Type of impact Waterbody type Area of impact (acres)
Permanent (P) or
Temporary T
01 ❑P[:]T
4f. Total open water impacts
4g. Comments:
5. Pond or Lake Construction
If pond or lake construction proposed, then complete the chart below.
5a. 5b. 5c. 5d. 5e.
Wetland Impacts (acres) Stream Impacts (feet) Upland
Pond ID Proposed use or purpose of j (acres)
number J pond i Flo
P1
P
5f. Total
5g. Comments:
5h. Is a dam high hazard permit required?
5i. Expected pond surface area (acres):
5j. Size of pond watershed (acres):
5k. Method of construction:
ode Filled ExcavatedI Flooded Filled 1 Excavated I Flooded
�—
El Yes ❑ No If yes, permit ID no:
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: Jordan
Project is in which protected basin? ❑ Catawba ❑ Randleman
6b. 6d. 6e.
Buffer impact
Utility -Sanitary Sewer
UT to Beaver
El Yes
number–
Reason for impact
Creek
Buffer
Zone 1 impact
Zone 2 impact
Permanent (P) or
wetland)
Utility -Sanitary Sewer
Stream name
mitigation
(square feet)
(square feet)
Tem ora T
UT to Beaver
❑ Yes
re uired?
1,064
H P ❑ T
131(#16B & 16C)
3,099
Exempt
Utility -Sanitary Sewer
UT to Beaver
El Yes
® P ❑ T
(Parallel)
Creek
_❑ No
® Yes
54
(Parallel)
B2 (#17)
Utility -Sanitary Sewer
UT to Beaver
B8 (#24)
M P E]T
(Parallel)
Creek
F-1NoExempt
® Yes
Exempt
0 P El
B3 (#19A)
Utility -Sanitary Sewer
UT to Beaver
1,585
Exempt
® P ❑ T
(Parallel)
Creek
UT to Beaver �
❑ No
(Parallel)
Creek
B4 (#19B)
Utility -Sanitary Sewer
El Yes
B1 0 (#27A&B)
Utility -Sanitary Sewer
® P Elarallel
T
(Parallel w/in
{P
Creek I
® No
1,919
Exempt
B5 (#21A & 21 B}
Utility -Sanitary Sewer
UT to Beaver
El Yes
® P ❑ T
(Parallel whn
Creek
No
294
Exempt
wetland)
Utility -Sanitary Sewer
B6 (#21A & 21 B)
UT to Beaver
❑ Yes
2,315
1,064
H P ❑ T
(Perpendicular)
Creek
No
B7 (#23A & 23B)
Utility -Sanitary Sewer
UT to Beaver ® Yes
3,497
Exempt
® P ❑ T
(Parallel)
Creek ❑ No
B8 (#24)
Utility -Sanitary Sewer
UT to Beaver
_
® Yes
60
Exempt
0 P El
(Parallel)
Utility -Sanitary Sewer
Creek
UT to Beaver
_❑ No
—ZYes
B9 (#27B)
1,070
Exempt
® P ❑ T
(Parallel)
Creek
❑ No
B1 0 (#27A&B)
Utility -Sanitary Sewer
UT to Beaver
❑ Yes
965
1,005
®P ❑ T
(Perpendicular)
Creek
® No
147
_
Exempt
B11 (#28A)
Utility -Sanitary Sewer
UT to Beaver
❑ Yes
2 P 0 T
(Perpendicular)
Creek
® No
B12 (#28B & 28C)
Utility -Sanitary Sewer
UT to Beaver
Yes
1,211
Exempt
E P ❑ T
(Parallel)
Creek
UT to Beaver
❑ No
B13 (#31)
Utility -Sanitary Sewer
❑ Yes
70
Exempt
® P ❑ T
(Perpendicular)
Creek
El No
B14 (#34)
Utility -Sanitary Sewer
UT to Beaver
❑ Yes
914
Exempt
® P ❑ T
(Perpendicular)
Creek
® No
B15 (#35A & 35B)
Utility -Sanitary Sewer
UT to Beaver
❑ Yes
1,978
1,043
®P ❑ T
(Perpendicular)
Creek
® No
_
B16 (#35B)
Utility -Sanitary Sewer
UT to Beaver
® Yes
3,206
Exempt
® P ❑ T
(Parallel)
Creek
❑ No
B17 (#36) Utility -Sanitary Sewer UT to Beaver ® Yes 1,280
(1,252 requires Exempt
® P ❑ T (Parallel) Creek ❑ No
mitigation)
6h. Total buffer impacts 24,314 3,112
6i. Comments: Per Session Law 2013-395 and the Town of Apex UDO Article 6 -Table 6.1.11. G.1-Utillity, non -electric, other
than perpendicular crossings -Impacts to Zone 2 & 3 are exempt. Impacts in bold Dotentially require compensatory mitigation.
Page 8 of 13

D. Impact Justification and Mitigation
Avoidance and Minimization
la. Specifically describe measures taken to avoid or minimize the proposed impacts in designing project.
S&EC completed a wetland & stream delineation for the entire existing and proposed easement in order to identify natural
resources so that impacts could be avoided & minimized to the maximum extent practicable. The new sanitary sewer is
being constructed within the existing utility 30' wide Town of Apex Sanitary Sewer Easement to the maximum extent
practicable. The new 15' sewer easement widening on the west side of Evans Road was flipped from the north to the
south side of the existing easement from the doghouse manhole to SSMH 107 to avoid stream impacts. The remainder of
the proposed sanitary sewer was designed to avoid/minimize impacts to wetlands, streams and Zone 1 of the riparian
buffer to the maximum extent practicable. Note that from SSMH 113 - 119 there were the constraints of an existing 30'
Town of Apex Sanitary Sewer Easement, and the proposed sections were obtained easements from adjacent landowners.
The town required riprap to be keyed into the stream at crossings for future maintenance access, the riprap has been
designed to only be constructed within % of the maintained easement. Compensatory mitigation is being proposed at the
perennial stream crossings that require riprap. Construction methods such as directional drill or Bore & Jack were not
proposed because they were cost prohibitive, considering the length of the sanitary sewer to be constructed. Wetland
mitigation is being proposed at a 1:1 mitigation ratio to exhibit additional minimization. All permanent, no permanent loss
and temporary wetland impacts will be brought back to pre -construction contours and re -vegetated with a wetland seed
mix post -construction. All temporary stream impacts will be brought back to pre -construction elevations and 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, the project will utilize standard E&S measures required by the Town of Apex, including
measures such as silt fence, silt fence outlets, tree protection fence, temporary interlocking composite mats at wetlands
and at stream crossings measures such as pump arounds or coffer dams will be utilized and determined by the
construction contractor.
2. Compensatory Mitigation for Impacts to Waters of the U.S. or Waters of the State
2a. Does the project require Compensatory Mitigation for
impacts to Waters of the U.S. or Waters of the State?
2b. If yes, mitigation is required by (check all that apply):
2c. If yes, which mitigation option will be used for this
project?
3. Complete if Using a Mitigation Bank
3a. Name of Mitigation Bank: Restoration Systems
®Yes 0 N
❑ DWQ ® Corps
❑ Mitigation bank
® Payment to in -lieu fee program
❑ Permittee Responsible Mitigation
3b. Credits Purchased (attach receipt and letter) I Type: I Quantity:
Page 9 of 13
PCN Form —Version 1.3 December 10, 2008 Version
J

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: 33 linear feet
4c.
If using stream mitigation, stream temperature: 0 warm ❑ cool ❑cold
4d.
Buffer mitigation requested (DWQ only):
45,102 square feet
4e.
Riparian wetland mitigation requested:
1.69 acres
4f.
Non -riparian wetland mitigation requested:
0 acres
4g.
Coastal (tidal) wetland mitigation requested.
0 acres
4h.
Comments: See attached NCDMS Mitigation Acceptance letter dated May 25, 2018
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 ® Yes ❑ No
buffer mitigation?
6b.
If yes, then identify the square feet of impact to each zone of the riparian buffer that requires mitigation. Calculate the
amount of mitigation required.
6c. 6d. 6e,
Zone Reason for impact Total impact Multiplier Required mitigation
(square feet) (square feet)
Zone 1 Utility -Sanitary Sewer 15,034 3 (2 for Catawba) 45,102
Zone 2 NIA 0 1.5 D
6f. Total buffer mitigation required: 45,102
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). NCDMS Acceptance letter
attached.
6h.
Comments: Per Town of Apex UDO 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 NCAC 2H
.0506. These impacts are identified within the impact exhibits.
Page 10 of 13

E.
Stormwater Management and Diffuse Flow Plan (required by DWQ)
1. Diffuse Flow Plan
1 a. Does the project include or is it adjacent to protected riparian buffers identified
within one of the NC Riparian Buffer Protection Rules?
1 b. If yes, then is a diffuse flow plan included? If no, explain why.
Comments:
2. Stormwater Management Plan
® Yes ❑ No
0 Yes 0 No
2a. What is the overall percent imperviousness of this project? N/A, proposed activity will not add
impervious to project area.
2b eo sD 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.
2e.
3.
If this project DOES require a Stormwater Management Plan, then provide a brief, narrative description of the plan:
❑ Certified Local Government
Who will be responsible for the review of the Stormwater Management Plan? ❑ DWQ Stormwater Program
❑ DWQ 401 Unit
Certified Local Government Stormwater Review
3a.
In which local government's jurisdiction is this project?
❑ Phase II
3b.
Which of the following locally -implemented stormwater management programs
❑ NSW
❑ USMP
apply (check all that apply):
❑ Water Supply Watershed
Other:
3c.
Has the approved Stormwater Management Plan with proof of approval been
❑ Yes ❑ No
attached?
4.
DWQ Stormwater Program Review
❑ Coastal counties
❑ HQW
4a.
Which of the following state -implemented stormwater management programs apply
❑ ORW
(check all that apply):
❑ Session Law 2006-246
[] Other:
4b.
Has the approved Stormwater Management Plan with proof of approval been
attached?
❑ Yes ❑ No
5.
DWQ 401 Unit Stormwater Review
5a.
Does the Stormwater Management Plan meet the appropriate requirements?
❑ Yes ❑ No
5b.
Have all of the 401 Unit submittal requirements been met?
❑ Yes ❑ No
Page 11 of 13
PCN Form —Version 1.3 December 10, 2008 Version

F.
Supplementary Information
1.
Environmental Documentation (DWQ Requirement)
1a.
Does the project involve an expenditure of public (federal/state/local) funds or the
9 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 No
(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
❑ 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 ❑ M)
or Riparian Buffer Rules (15A NCAC 2B .0200)?
2b. Is this an after -the -fact permit application? ❑ Yes Z No
20. 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 Beaver Creek Sewer
Outfall project is within a developed watershed. Please note that this project is located within the Town of Apex
jurisdiction, therefore any adjacent properties that have potential for development will have the following regulations
to protect downstream waters: 1) the Phase 11 NPDES Stormwater Permit Program, this program includes
permitting requirements for Municipal Separate Storm Sewer Systems (MS4s) in addition to post -construction
stormwater management requirements; 2) Jordan Lake Watershed Riparian Buffer Protection regulations, these
regulations require limited development within the riparian buffer area in addition to "diffuse flow" requirements at a
minimum and could require Best Management Practices that control nitrogen if diffuse flow cannot be achieved;
and 3) the Water Supply, Watershed Protection Program which limits development densities as well as requires
protective riparian buffers. We anticipate that the NCDWR 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
habitat?
5b. Have you checked with the USFWS concerning Endangered Species Act
impacts?
5c. If yes, indicate the USFWS Field Office you have contacted.
❑ Yes No
❑ Yes Z No
❑ Raleigh
❑ 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 ThreatenedAEndangered 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 http:/Awww.ncnhp.org/. (Accessed: May 25, 2018).
6. Essential Fish Habitat (Corps Requirement)
6a. Will this project occur in or near an area designated as essential fish habitat? ❑ Yes
6b. What data sources did you use to determine whether your site would impact Essential Fish Habitat?
0 No
The NOAA Habitat ConservationAHabitat Protection: National Marine Fish Service; Essential Fish Habitat Mapper website
was referenced. No Essential Fish Habitat was identified near the project.
7. Historic or Prehistoric Cultural Resources (Corps Requirement)
7a
Will this project occur in or near an area that the state, federal or tribal
governments have designated as having historic or cultural preservation ❑ Yes No
status (e.g., National Historic Trust designation or properties significant in
North Carolina history and archaeology)?
7b. What data sources did you use to determine whether your site would impact historic or archeological resources? The NC
State Historic Preservation Office HPOWEB GIS Service interactive map was referenced on May 25, 2018, no historic
listings or study list entries or determined eligible listings were identified within the easement. Additionally, no structures
were observed during field delineations.
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: The sanitary sewer will cross a FEMA designated 100 -yr
floodplain. The design will incorporate the Town's dictated requirements for construction within the floodplain such as:
Manholes located within the 100 -year flood plain or in areas of high ground water shall be waterproofed by wrapping the
individual joints with Conwrap, Conseal, or approved equal. Manholes located within the 100 -year flood plain shall be
installed with rim elevations not less than 2 feet above the flood plain at that location. All manholes located within the
100 -year flood plain shall be equipped with a rotating cover and shall be vented into accordance with the Standard Detail.
8c. What source(s) did you use to make the floodplain determination? Per project engineer & NC Floodplain Mapping
Program
Deborah E. Shirley1�y , J —
rl August 6
Applicant/Agent's Signature 2018
Applicant/Agent's Printed Name (Agent's signature is valid only if an authorization letter from the applicant
is provided_) Date
Page 13 of 13

Environmental Consultants,
8412 FaN of Neuse Road, Suiie 104, Raleigh, INC 27615 • Phone: [phone] • Fax: [phone]
sandcc.com
MUNICIPAL OFFICIAL / AGENT AUTHORIZATION
Project Narne/Description: Town of Apex -Beaver Creek Sewer Extension (Holland Road)
S&EC Project # 12937
Date:
The Department of the Army
U.S. Army Corps of Engineers, Wilmington District
69 Darlington Avenue
Wilmington, NC 28403
Attn: James Lastin er 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.
EA&CEL INFORMATION:
Parcel Index Number(s) (PIN):
Site Address:
City, County, State:
See attached
MUNICIPAL OFFICIAL INFORMATION:
Name: L c� t+tjGA
Address: f? p , d5 c3
Phone No.: (j'tQ )aqq . Eq(q Fax No.: (q(l) 36-7 _ 7oS5r Mobile No.:(
Email: C�, • AU G, ti, c3 @ 8Ee )( ale
Municipal Official (please print)
unicipal Official's Signathire
Date
We hereby certify the above information submitted in this application is true and accurate to
the best of our know/edge.

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BARBECUE RD
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Project No.
12937 USGS Map
Project Mgr.: Poe Offsite Easment
SB 0 250 500 750 Apex Soil & Environmental Consultants, PA
Scale: W F Wake Co., NC 8312 falls of Scuse Road, Suhc 104. Raleigh. 5[' 27415 • Phone: [phone] • Pax: [phone]
1" = 500, 1 ° = 500 wndec.com
Wake County USGS
8/26/2016 New Hill Quadrangle

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Project No.
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SB 0 250 500 750ex A •
. P 5Qi1 & Environmental Consultants, PA
Scale: Wake Co., NC 8412 falls of \cure Road, Suiec 104. Raleigh, N('27615- Phone: [phone] • Tax: [phone]
1" = 500' 1 ° = 500" wndec.com
Wake County Soil Survey
8/26/2016 Sheets 65 & 74

Water Resources
ENVIRONMENTAL QUALITY
Mr. Marty Stone
Town of Apex
PO Box 250
Apex, NC 27502
l0 0J
FEB 3 2 17
By: Sal & Environmental C-omillao:, F;•.
January 26, 2017
ROY COOPER
Govemor
MICHAEL S. REGAN
s --y
S. JAY ZIMMERMAN
Lkrreaw
Subject: Buffer Determination Letter
JBRRO #16426
Wake County
Determination Type:
Buffer Intermittent/Perennial
❑ Neuse 05A NCAC 2B .0233) ,
El❑ Tar -Pamlico (15A NCAC 2B .0259) Intermittent/Perennial Determination (where local buffer
ordinances apply)
® Jordan (15A NCAC 2B .0267)
(governmental and/or Intedurisdictional
projects)
Project Name:
Address/Location:
Stream(s):
Town of Apex Beaver Creek/Holland Rd. Sewer Extension
Near Holland Rd., Apex, NC
UTs to Beaver Creek
Determination Date: January 11, 2017 Staff: Jason Robinson
Stream
EXP*
Not Subject
Subject
Start@
Stop@
Soil
Survey
USGS
To o
A
P
X
Throughout
Property
X
B
I
X
Throughout
Property
I X
Pond
X
X
C
P
X
Throughout
Property
X
X
D
E
X
X
E
E
X
X I
X
F
E
X
X
G
I
X
Throughout
Property '
X
X
H
X
DWR Flag
X
1
E
X
X
J
E
X
X
K
E
% I
X
*E/1/P = EphemeraUlntermittent/Perenniai
Division of Water Resources, Raleigh Regional Office, Water Quality Operations Section http://portal.nGdenr.org/web/wq/aps
1628 Mail Service Center, Raleigh, NC 27699-1628 Phone: [phone].
Location: _ 3800 Barrett Drive, Raleigh, NC 27609 Fax: [phone]

Town of Apex Beaver Creek/Holland Rd. Sewer Extension
Wake County
January 26, 2017
Page 2 of 2
Explanation: The stream(s) listed above has been located on the most recent published NRCS Soil Survey of Wake
County, North Carolina and/or the most recent copy of the USGS Topographic map at a 1:24,000 scale. Each
stream that is checked "Not Subject" has been determined to not be at least intermittent or is not present. Streams
that are checked "Subject" have been located on the property and possess characteristics that qualify it to be at least
an intennittent stream. There may be other streams located on the property that do not show up on the maps
referenced above but may be considered jurisdictional according to the US Army Corps of Engineers.
This on-site determination shall expire five (5) years from the date of this letter. Landowners or affected
parties that dispute a determination made by the DWR may request a determination by the Director. An
appeal request must be made within sixty (60) days of date of this letter. A request for a determination by the
Director shall be referred to the Director in writing. If sending via US Postal Service. c/o Karen Higgins,
DWR — 401 & Buffer Permitting Unit, 1617 Mail Service Center, Raleigh, NC 27699-1617. If sending via
delivery service (UPS, FedEx, etc.): Karen Higgins, DWR — 401 & Buffer Permitting Unit, 512 N. Salisbury
Street, Raleigh, NC 27604.
This determination is final and binding unless, as detailed above, unless an appeal is requested within sixty
(60) days.
This project may require a Section 404/401 Permit for the proposed activity. Any inquiries should be
directed to the US Army Corp of Engineers (Raleigh Regulatory Field Office) at (919)-554-4884.
lfy;or,
questlona ERegional
ation, please feel free to contact Jason Robinson at [phone].
S aare
DatttSy hSupery;ter Quns Center
cc: RRO DWR File Copy
Steven Ball of S&EC: 8412 Falls of Neuw Road. Suite 104, Rate*, NC 27615

, r
Aki
Mfr1; Not Subject
Ti
ly
as
-•; +any •-.
s:
a
e
4, KLA _� � • �F �� '�� �• +'��' `�1
-*r c, f .�4_ •. .rte
- _ �•�
� � • art , >''
* #6` i•* c
IL C— - �' W;tet•

JBRRO #16-426 - Town of Apex Beaver Creek/Holland Rd. Sewer Extension
5 "
e.1 1_)
} VrWrZ
Legend:
-Approximate Site boundary:
Map provided by NCDEQ Division of
Water Resources
Locations are approximate and are
provided for reference only ::
�•1 A r
,`, C. Subjecct --
- _-

THE PEAK FOPPI GOOD LIVINQ
September 23, 2016
Steven Ball, RF
NC Registered Forester #1723
Soil and Environmental Consultants, PA
8412 Falls of Neuse Road, Suite 104
Raleigh, NC 27615
Subject: Stream Buffer Determination
Fahey Property
Primary Watershed —Jordan Lake Watershed
Dear Mr. Ball,
Sloven O f G7g63
P. 0. BOX 250
APEX, NORTH CAROLINA 27502
'Apex
On October 22, 2014, 1 visited the subject site with you to review drainage features as shown
on the USDA Soil Survey and/or USGS Topographic maps and determine if they were subject to
the Town of Apex (Town) riparian buffer rules. Based on the Information obtained during the
site visit and per the requirements set forth in Section 6.1.11 of the Town Unified Development
Ordinance (UDO), I have determined the following riparian buffer widths as summarized in the
table below and shown on the attached map titled, "Wetland Sketch Map — Fahey Property",
Drainage Feature Shown as Shown as Determination made IDetermIned
on USGS I on Soil Survey in the field Buffer Width
Feature B
i
Above Start Pond)
Not Present
I Intermittent
Ephemeral (18)
0 Feet
Feature C
(Above Start Pond)
Not Present
Intermittent
Ephemeral (10.5)
0 Feet
Feature C
c
;Below 05 Start CH)
Not Present Intermittent
Intermittent (28)
50 Feet
Feature D
(Below Pond)
Intermittent
Present
Perennial Ephemeral (8)
PresentNot Part of a Natural
0 Feet
0 Feet
Pond D
_
Drainage Way

Town of Apex
Stream Buffer Determination (Apex 16-009)
Page 2 of 2
Feature E Not Present Intermittent Ephemeral (6) 0 Feet
This on-site determination shall expire five (5) years from the date of this letter. Landowners or
affected parties that dispute a determination made by the Division of Water Quality (DWQ) or
Delegated Local Authority In the Jordan Lake watershed may request a determination by the
DWQ Director.
An appeal request must be made within sixty (60) days of date of this letter or from the date
the affected party (including downstream and/or adjacent owners) is notified of this letter. A
request for a determination by the Director shall be referred to the Director in writing c/o Ian
McMillan, DWQ Wetlands/401 Unit, 1650 Mail Service Center, Raleigh, NC 27699-1650.
Otherwise the appeal procedure will be in accordance with UDO Section 6.1.11.
If you dispute the Director's determination, you may file a petition for an administrative
hearing. You must file the petition with the Office of Administrative Hearings within sixty (60)
days of receipt of this notice of decision. A petition is considered filed when it is received in the
Office of Administrative Hearings during normal office hours. The Office of Administrative
Hearings accepts filings Monday through Friday between the hours of 8:00am and 5:00pm,
except for official State holidays. To request a hearing, send the original and one (1) copy of the
petition to the Office of Administrative Hearings, 6714 Mail Service Center, Raleigh, NC 27699-
6714. A copy of the petition must also be served to the Department of Natural Resources, c/o
Mary Penny Thompson, General Counsel, 1601 Mail Service Center, Raleigh, NC 27699-1601.
This determination is final and binding unless, as detailed above, you ask for a hearing or appeal
within sixty (60) days. If you have any questions, please do not hesitate to contact me at (919)
249-3413.
Sincerely,
Michael S. Deaton, PE
Stormwater & Utility Engineering Manager
Attachments

'*' ����� Hk •F v.. '�'.: « �, f�i Q I ter' . � '.'F _.,� _ K
�Y; r3 t+ l
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.• ;+ ;° ;j
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�1 rte' • rk'.
ki- r
VI vYa _ fJl+s��' a Y f. {•q'' �1 �y�b �S rfi�
fp�1 �, "1 �` a l ■J

Detailed Delineation of Waters of the US
& n W, r h,)W ins Only
sh,rc .,A ti rt n ryA .ee �. A.Irv�ik.
and W IM .TCI
AA opEoegd6.p�lw.oh l.pd. aa
11=d
.>•+ k�r+,}+
..Ped .alar
pl tl4�1 d W11L
Xedwy1.od"
V
1111 �t I(I�✓
peml Iw+ k ha u s �lep' GrW fi LylAien +a ra4�Yad. N 4x — al
,hi. —k [i�Ysa av accnaa nap a the om�a3 {xlr� n 5y
8.46C. til+� Y3+..lA �r�kn+ �lA` s'A;+..�.r PAadaey"U"2 r
local. lShcCe tla�ry -
f
�A��:r' �Ys
R .
1. I.
W i
Ana��0 I
�•, -� � `�a'� I =141r1'_9 714,} � f_hl y
�Itknil Is Non �1 q
Jurisdlctlonal pond, 0.
in high ground; =b
,, ANo nai t fferui'
''sem `I
r 1*Alr 4y-fi 1
�b.. i k. r ►. F .s I I 1 y�r 14
Legend
I.
Streams & Linear Wetlands
Important Perennial " ;t
tea* Unimportant Intermittent
Pond "
Jurisdictional Wetland �•it,.
Marginal Wetland I 14�f of tho by J es
.� � L9a9inger filr Chit
100' Buffer Measured from top of bank # USAGE; on 1018 14 +'
50' Buffer Measured from top -of -bank r� r dutrera confirmed by Mike
Evaluation Limits
dealm at Town of Apex on k
,r� 1Qr�2r.q �•
0 200 400 600 800 f �
Feet "
rfOj.a Map Title:
12440.W1 Wetland Sketch Map
N.J.4�" '�` 9e Fahey Property
arae,200' Wake County, NC Soil Environmental Consultants, PA
I a
Source: .._
o.i.Y 10/2114 Wake County GIS 4 nconemap.com

I
NC Division of Water Quality —Methodology for Identification of Intermittent and
Perennial Streams and Their Origins v. 4.11
NC DWQ Stream Identification Fornt Version 4.11
Date: Project/Slte Latitude;
Evaluator: County: Longitude:
Total Points; 3 ''a
Stream is at reasr Intermittent Stream Determination (circle one) Other
dz a i rleast intl if z Sit phemeral Intermittent Perennial e 9 Quad Name:
6 (_nnrnnmhnlnnv rCnkfnlel - l i Ahsent Weak —7 Modest—� Strond !�
1' Continuity f .,channel bed and bank
l
,
2
3
2 Sinuosity of channel along thaWW
14 Leaf litter
1 5
05 0
3
-- - -
3 In -channel structure ex riffle -pool, step -pool
[
1
2
3
ripple -pool sequence _
_ __
0.5
u a t
c
4. Particle size of stream substrate
flj
1
2
3
5 Active/relict floodplain
0
15
2
3
6 Depositional bars or benches`
0
perennial streams may also be identified using other methods Seep 35 of manual
NOt@S.
2
3
7 Recent alluvial deposits
0
2
3
8 Headcuts _
0.3
i
2
3
9 Grade control _'
0
1
is
10 Natural valley
01
ca
1
1 5
11 Second or greater order channel _
too 0
Yes = 3
artificial ditches are not rated, see dlsc{u�sslons In manual
Q wtitirnlnnv tCnkMtal = �f 4
12 Presence of Baseflow
0 1
3
13 Iron oxidizin2 bacteria
0 F 1
3
14 Leaf litter
1 5
05 0
_
15 Sediment on plants or debris
16 Or anic debris lines or piles i
0_
�b0
t ! 5
t 1 5
17 Soil -based evidence of high water table?
No = 0
y8d
C' laiMl ' - WE 1
18 fibrous roots in streambed 3
19 Rooted upland plants in streambed 3
1 >
1
0
6-
_
20, Macrobenlhos (note diversity and abundance)A
1
2 _
3
21 Aquatic Mollusks
1
z
3
22 Fish
0 5
1
15
23 Crayfish �— _
0.5
1
1.5
24 Amphibians
05
1
15
25 Algae
05
1
15
26 Wetland plants in streambed
FACW = 0 75. OBI. = 1 5
Other = 0
perennial streams may also be identified using other methods Seep 35 of manual
NOt@S.
Sketch
41

NC Division of Water Quality -Methodology for Identification of Intermittent and
Perennial Streams and Their Origins v. 4.11
NU J)NV Stream Identification Form Version 4.11
Date: f: Project/Site ' + Latitude:
Evaluator: f County: {. Longitude:
Total Points: Stroert1 Det rmination (circle one) Other
Stream is at least intermittent
if? 19 or rental d z 30' phemeral ntermittont Perennial e p Quad Name:
A. Geornoroholoav rSuhtntal = P 1 F—Abseajit T — Weak -1 Moderate i Stron[s 1
1� ConUnuit of channel bed and bank
0
2
2 _
13 Iron oxidizin bacteria
3
S
_ -
2 Sinuosity of channel along thalweg 0 t 21
3 In -channel structure ex riffle -pool. step-pool,10
__neple- oof sequence
4 Particle size of stream substrate
1=0 �
}
1
2
0
3
3
5 Active/relict floodplain
62
15
_ 16 Organic debris lines or piles
0
3
6 Depositional bars or benches
}
1
3
0-5
3
7 Recent alluvial deposits
26 Wetland plants in streambed
t -
2
_
3
8 Headcuts
1
2
3
9 Grade control
O
NA j
t
_
15
10 Natural vane
0
1 1
15
11 Second or greater order channel
fdry
Yes = 3
anniciai atones are not rates, see ascussions in mama
R Hvrlrnlnnv /Auhfnfal = J.r! t, 1
12. Presence of 6aseflow
t
2
3
13 Iron oxidizin bacteria
) 1
7
3
14 Leaf litter
1.5 ti
CCU
0
15 Sediment on plants or debris
0
1
15
_ 16 Organic debris lines or piles
0
i
15
17 Soil -based evidence of high water table?
Ne = 0
Yes
0-5
l.. 01olog , tbuololal =
18. Fibrous roots in streambedi 32
19 Rooted upland plants in streamb-ed- _ 1 9
2
Ql
0—
-
0
20. Macrobenthos (note diversity and abundance) P
1
2 r�.
3
21 Aquatic Mollusks
t
2
3
22 Fish_ _ _
23 Crayfish _
24 Amphibians
05
05
05
1
1
1
15
15
15
25 Algae
0-5
1
15
26 Wetland plants in streambed
FACW = 0 75.
06L = 15 Others 0
'perennial streams may also be identified using other methods See p 35 of manual
Sketch

1
I I
i.•
NC Division of Water Quality —Methodology for Identification of Intermittent and
Perennial Streams and Their Origins v. 4.11
NC' ll1i;Q Stt eitm Identification Form Version 4.11
Date: 1 — Project/Slte - Latitude:
Evaluator:` � �/ ��
County: l J `� ', - Longitude:
Total Points: 9 Stream Determination (circle one)J Qthor
Srreerrr is of /east l If 2: 30 enr Ephemeral ntermittont `,Perennlal a Quad Name:
At 19 orperennial At 30' k 9
A. Geomorphology ( Subtotal =
Absent
Weak
INoderate
Strong
1" Continuity of channel bed and bank _ _
2 Sinuosity of channel along thalweg
D-
4
1
0-
_ _
2
3
3
3 In -channel structure ex riffle -pool, step•pool.
ripple.122ol sequence _
4 Particle size of stream substrate
0
17
15 Sediment on plants or debris
2
3
3
5 Active/relict floodplain
0
1
G
3
6. Depositional bars or benches _
0
t
1
3
7. Recent alluvial deposits_
0
.3
3
8 Headcuts
0
1
1
3
_
9 Grade control
0
FACW = 0 75, OBI. = 1 5
Other - +
18
10 Natural valley
0
t
11 Second or rester order channel
N6'ft 66
Yes = 3
PIPIIwaI VIILIIV4 010 IIVI IPIVV, OVU VI*I w1V3IVIIy In 111unua1
S. Hvdrnlnnv ISuhtntal = a 1
12 Presence of Baseflow
0 1
_ _
3
13 Iron oxidizing bacteria
0 t
3
14 Leaf litter
1 5 C4
0.5
0
15 Sediment on plants or debris
0 fl,
1
1.5
16 Organic debris lines or piles
0 AL&
1 1
15
17 Soil -based evidence of high water table?
'No = 0
L Yes
1
t. rvnrnnv i,;untmni = 4% h
18 Fibrous roots in stream bed
19 Rooted upland plants in strearnbed
3
3
_ _
1
1
0
0_�.
20 Macrobenthos note dlversi and abundance
1
2
3
21 Aquatic Mollusks
i
2
3
22 Fish
05
1
15
23 Crayfish
0
0
1
t 5
124 Amphibians
17
1
t 5
-
25 AI ae
K05
1
1 5
26 Wetland plants in streambed
FACW = 0 75, OBI. = 1 5
Other - +
'perennial streams may also be Identlried using other methods See p 35 of manual
Notes
Sketch
41

IS li � I
NC Division of Water Quality –Methodology for Identification of Intermittent and
Perennial Streams and Their Origins v. 4.11
fNL IJ'VVV Streaill Identification holl'in Version 3.11
Date: fC� Project/Sitor,. Latitude:
Evaluator: County: 1 �)r Longitude:
Total Points: TStrearp Determination (circle ono) Other
Stream is at least inrermittenl Ephemeral Intermittent Perennial a g Quad Name:
if t 19 orrennial If a 30'
A rommnmhninnv rSuhintal = (.� s Absent Weak moderate Strong f
1° Continuity of channel bed and bank
2 Sinuosity of channel alona thalweg
0
0---------
a
2 T
2'
2
— 2
3:
3
3
-
3 _
_ +
3 In -channel structure ex riffle -pool. step -pool. G 1
apple -pool sequence
4. Particle size of stream substrate a t
5 Active/relict floodplain
0
2
3
6 Depositional bars or benches
x
i
2
3
7 Recent alluvial deposits
1 5
i
2
3
8. Headcuts _ _
9 Grade control
0
1
2
3
1
1.5
_
10 Natural valley_
11 Second or greater order channel _
D
No
0 5y
1
1.5
Yes = 3
17 Soil -based evidence of high water table?
- artificial ditches are not rated. see disrApampm in manual
B. Hydrology (Subtotal
12 Presence of Baseflow
,>
1
2
3
13 Iron oxidizing bacteria
1
2
3
14 Leaf litter
1 5
1
_
041
0
15 Sediment on plants or debris
0
1
–15
16 Organic debris lines or piles
0
_
1
15
17 Soil -based evidence of high water table?
NO
Yes = 3
C. Biology (Subtotal=
18 Fibrous roots in streambed _ _
19 Rooted upland plants in streambed
3
3
2_
2
0
0
_
20 Macrobenlhos (note diversify and abundance)
1
2
3
21 Aquatic Mollusks
22 Fish __–
1
05
2"
1
3 _
15�
23 Crayfish _ _
0.5
1
1.5
24 Amphibiansb
25 Algae _ �_ —
0_
05
05
1
1
15
15
26 Wetland plants in sireambed
FACW = 0 75,
OBL = 15 Other = 0
'perennial streams may also be identified using other methods See p 35 of manual
Notes:
Sketch
41

111
NC Division of Water Quality 9Y —Methodolo for Identification of Intermittent and
Perennial Streams and Their Origins v. 4.11
N(' D%VO 4tre.knr Identification Form Version 4.11
Data: - 1q:111
Evaluator: 1 ;
-Projoct/Sito t'f 4 r r
Latitude:
County: t,
S termination (circle one)
Longitude:
Total Points: +
Other
Stream is at least intermittent
Intermittent Perennial
e g Quad Name:
if z 19 or rennlal if i 30'
5 Active/relict floodplain
tl
A t;PmmnrnhnInnv tRiihtntnt = I Absent 1 Weak I Moderate I Strong
1° Continuity of channel bed and bank _
Q
1.� 3.
T 1 •!-� 2 -
3
S
2 Sinuosity of channel along thalweg
_
3 in -channel structure ex riffle -pool, step-pool0
--ripple-pool Sequence.__,
4 Particle size of stream substrate
14. Leaf litter
-T 1 2
3
_
1 T 2
3
5 Active/relict floodplain
tl
1 2
3
6 Depositional bars or benches4
2
1 2.
3
3
7 Recent alluvial deposits
8 Headcuts
O- y'
1 2.
3
9 Grade control _
0
A1.5
'perennial streams may also be identified using other methods See p 35 of manual
Notes.
Sketch
10 Natural valla
0
Q 5
1.5
_
11 Second or greater order channel
No Q
Yes = 3
- aniticial (filches are not rated. see discussions in manual
R Hvrlrnlnnv /Suhtnfal = f C S
12 Presence of Baseflow
i1 1
2 3
13 Iron oxidizing bacteria _
1 _
2 3
14. Leaf litter
1Z5 1
0
15. Sediment on plants or debris
_ 0 rbA
1 15
16. Organic debris lines orpiles — - -
17 Soii•based evidence of high water table,
0 06 . I
1 1 5
-
Yes = 3
C Rinlnnv tGuhfnfsrl a rli
18 Fibrous roots in streambed 3
19 Rooted upland plants in streambed 3
.2
2
Et
CI
20. Macrobenthos (note diversity and abundance)
1
2
2
21 Aquatic Mollusks
1
.2
3
22. Fish
05
1
1 5
23. Cra fish�_ •
24 Amphibians
0 5
05
1
1
15
1 5
25 AI ae cr
05
1
1 5
26 Wetland plants in strearibed
FACW = 0 75,
OBL = 15 Other = 0
'perennial streams may also be identified using other methods See p 35 of manual
Notes.
Sketch
41

l�
Alittgation Services
"V IN8HMENTALQUALITY
May 25, 2018
David Hughes
Town of Apex
105B Upchurch St.
Apex, NC 27502
Project Town of Apex Beaver Creek Sewer Outfall
ROY COOPER
MICHAEL S. REGAN
Expiration of Acceptance: 11/28/2018
County: Wake
The purpose of this letter is to notify you that the NCDEQ Division of Mitigation Services (DMS) is willing to
accept payment for compensatory mitigation for impacts associated with the above referenced project as
indicated in the table below. Please note that this decision does not assure that participation in the DMS in -
lieu fee mitigation program will be approved by the permit issuing agencies as mitigation for project impacts.
It is the responsibility of the applicant to contact permitting agencies to determine if payment to the DMS will
be approved. You must also comply with all other state, federal or local government permits, regulations or
authorizations associated with the proposed activity including G.S. § 143-214.11.
This acceptance is valid for six months from the date of this letter and is not transferable. If we have not
received a copy of the issued 404 Permit/401 Certification within this time frame, this acceptance will
expire. It is the applicant's responsibility to send copies of the permits to DMS. Once DMS receives a copy
of the permit(s) an invoice will be issued based on the required mitigation in that permit and payment must
be made prior to conducting the authorized work. The amount of the in -lieu fee to be paid by an applicant is
calculated based upon the Fee Schedule and policies listed on the DMS website.
Based on the information supplied by you in your request to use the DMS, the impacts for which you are
requesting compensatory mitigation credit are summarized in the following table. The amount of mitigation
required and assigned to DMS for this impact is determined by permitting agencies and may exceed the
impact amounts shown below.
River Basin Impact Location Impact Type Impact Quantity
— +;8-dlplt HUCI _
Cape Fear 03030002 Warm Stream 33
Cape Fear !`03030002 Riparian Wetland 1.69
Cape Fear a Lower New Hope Zone 1 50,853
Upon receipt of payment, DMS will take responsibility for providing the compensatory mitigation. The
mitigation will be performed in accordance with the In -Lieu Fee Program instrument dated July 28, 2010 and
15A NCAC 0213 .0295 as applicable. Thank you for your interest in the DMS in -lieu fee mitigation program.
If you have any questions or need additional information, please contact Kelly Williams at [phone].
cc- Debbie Shirley, agent
Sta nfil I
nagement ,Supervisor
State of North Carolina I Environmental Quality I Mitigation Services
1652 Mail Service Center I Raleigb, NC 27699-1652 1 217 W. !ones Street, Suite 3000
919 707 8976 'r

I I
EXISTING 30' TOWN OF
APEX SANITARY SEWER
I i EASEMENT
I • I
I I
I I
I • I
I I
I I
I . I
I I I
I ' I STREAM
I I
I I
I I
I I
I I
I I
I I
SSMH102
I I
I I
` --------------J -------------------- -- __
- - -------------------
DOGHOUSE MANHOLE-
/
HAT(
/i WETI
/ • i
/
� • i
/
i • / PROPOSED 15' SANITARY
SEWER EASEMENT
0
GENERAL NOTES:
1. TEMPORARY STREAM IMPACTS WILL BE BROUGHT BACK TO
PRE -CONSTRUCTION STREAM BED ELEVATIONS AND STREAM BANKS WILL BE
STABILIZED.
2. TEMPORARY WETLAND IMPACTS WILL BE BROUGHT BACK TO
PRE CONSTRUCTION CONTOURS AND RE VEGETATED WITH A WETLAND SEED
TYPE ZONE 1 - -
RIPARIAN BUFFER MIX.
\ ` ` 3. EXCAVATED MATERIALS WILL BE RETURNED TO THE EXCAVATED AREAS AND
1
it EXISTING 30' TOWN of \ 1 ANY REMAINING MATERIALS WILL BE DISPOSED OF IN UPLANDS.
11 APEX SANITARY SEWER - - - - - - \
EASEMENT / \�\\ 1 1 4. CLEARED WETLAND AREAS SHALL BE RE -VEGETATED TO THE MAXIMUM
EXTENT PRACTICABLE WITH NATIVE SPECIES OF CANOPY, SHRUB, AND
HERBACEOUS SPECIES. FESCUE GRASS SHALL NOT BE USED (4.1.9 OF
'
��� _ \ NATIONWIDE PERMIT).
EXISTING 5. USE OF RIP -RAP OR ANY OTHER ENGINEERED STRUCTURES TO STABILIZE A
1. _ �', \ - E
---'-_-, �' � - _ STREAM BED SHOULD BE AVOIDED TO THE MAXIMUM EXTENT PRACTICABLE.
�; TYPE ZONE 2 i / -_ ,-----_; '-_-_ ,,------ ; ; -=' " _ _ __-- ---- \ _ _ _ _ - - - - - STABILIZATION IS NEEDED, IT SHOULD BE PLACED ONLY ON EXISTING 30' TOWN of
A IF RIP RAP STA LI
RIPARIAN BUFFER : '� -�` '� �' ;%� ( ARIABLt_V IC / ) THE STREAM BANKS, , IF IT IS NECESSARY TO BE PLACED IN THE APEX SANITARY SEWER
.- ---- `.--�---- `/ _- V IDTH PUBLIC R W oR
', `'' - /" \y -- ' 14 STREAM BED, THE FINISHED TOP ELEVATION OF THE RIP -RAP SHOULD NOT EASEMENT
TYPE ZONE 3 / - 1 -% SSMH107 1
,' ---__ ! �J /'1 ' ✓ 1 1 CONSTRUCTION MAT (TYP.) EXCEED THAT OF THE ORIGINAL STREAM BED (4.1.11 OF NATIONWIDE '
RIPARIAN BUFFER / ,� - ! r-' /� J PERMIT). W5
1 - -___ , STREAM TOP OF BANK
OF BANK
1 1 I 1-\ _ W3
77
iTREAM A '� — \\ , `1 \� -----� '"'' \`- �il'yg_ �`--y/ j _;; ;{ ,
1 1 O+ `. STREAM H i E-1
/ ��JI\ SSMH 105 PERMANENT MAINTENANCE
CORRIDOR
------- �.\ ,, �� i%'`-----' �PROPOSED 30' SANITARY
- SEWER EASEMENT
SSMH106
� _ _ / / <� _ EXISTING 30' TOWN OF
-------------`J/ �' _ / `:�� �� \ APEX SANITARY SEWER l / /l i•'.
=' � / ISSMH108 W4 EASEMENT�-
-_-- __ I ,�,1''ay�r_ ,-`- // 1 i ,'• 1 i I ``,L` `\ SSMH110 \
SSMH104 / PROPOSED TEMPORARY
CONSTRUCTION EASEMENT 1 1 1 I / y��Q�'j ��{'�-•*�
W2
KEYED IN RIP RAP (TYP.) ���:�;. = `_77��-. _�` //� r=----�� _•��_; , G %�'' ';'
CONSERVATION AND I j I ��-------- ------ --- -- - - _ 33:__ax ' a+0o,'----
i -
DENOTES � 1 _ \ / / GREENWAY EASEMENT B.M. 1 • , .-.-' - --- -
AREA TYP 2005, PG. 1 105 1 j 1 1 _ _ SSMH113 '
SSMH 103 / / I i i I — — — — - • --- - _ PROPOSED VARIABLE
W1 / / EXISTING 30' TOWN OF j 1 I 1 /' — WIDTH SANITARY ___♦
APEX SANITARY SEWER j i 1 `` ... / / SSMH111 --------SflNER_94SEthENT-------
EASEMENT 1 1--------� _ -- �. ' v • SSMH112
- /
STREAM CENTERLINE
_---------------------------------------- EXHIBIT - E-5
/ - - - - STREAM TOP OF BANK
STREAM A
/ / 1
� , 1
/ EXHIBIT - E-1 - - - - - - - - EXHIBIT - E-21 EXHIBIT - E-3 EXHIBIT - E-4
EXISTING
WOODLANDS CREEK _ WAY
WETLAND IMPACTS
EXHIBIT
#
PERMANENT -NO
PERMANENT LOSS
IMPACT AREA (SF)
TEMPORARY
WETLAND
IMPACTS (SF)
1
1,511
899
2
55
200
3
2,513
2,808
4
1,633
-
5
9,266
-
6
13,306
-
7
13,029
-
8
13,685
-
9
103
-
10
11,144
-
11
393
-
12
-
-
13
-
-
w ' SSMH114 ` y
EXISTING UTILITY EASEMENT
SSMHl 15
~ -
0• `\ E­4� :: : ; :: �'`."�.:T� - - - = � STREAM G
Y , , , .�==-T==_ • ?; , , \� \ KEYED IN RIP RAP (1fYP.)
71,
�1 EXISTING 30' TOWN OF / �' y SSMH117 W5
CL \ /
y 1 1 1 ° ° 1 1 ' il" ' " " y " ::?�� " \ APEX SANITARY SEWER 1
SSMH118 \ J
:``�\`. a`\ EASEMENT
U)' �- ' —• "' �`�' ' PROPOSED 15' SANITARY
STREAM TOP OF BANK '`. y ` SSMH116 / ' / - - Y Y ; �, \ i ; :: ; ; ; , SEWER EASEMENT
v STREAM CENTERLINE- , y A_ \: .�. , s 51-w0Q , --- T: , . • -- "
Vii,-, , - L•. , ,�-'��_. , , , , , ,
1 I • , -• %' .\ , ,� . STUi1'r._...._r x�i-' �3y-' , , , �_/�' , i+�TP,_.�=='`��a.y���•_ , -L' , , .
77
, \�= , :1 �:;� i , . rte`• _ -
CL
PROPOSED 15' SANITARY-
..
-
, \•• , , ,
-
SEWER EASEMENT
M NT
, —
,
\
Y"
-
1
X :::1:;:"::J1 ;:" / STREAM A
STREAM IMPACTS
EXHIBIT
#
PERMANENT- NO
PERMANENT LOSS STREAM
IMPACT AREA (SF)
PERMANENT -NO TEMPORARY STREAM
PERMANENT LOSS STREAM IMPACT AREA (SF)
IMPACT LENGTH (LF)
TEMPORARY STREAM
IMPACT LENGTH (LF)
CQ
2
-
- -
-
3
238
17 368
22
4
-
- -
-
5
122
20 140
23
6
-
- -
-
7
105
21 90
15
8
-
- -
-
9
-
- -
-
10
-
- -
-
11
-
- -
-
12
205
16 583
39
___+
13
-
- -
-
GRAPHIC SCALE
100 0 50 100 200
1 inch = 100 ft.
�'
/ ��
1100,
1000,
/
/
EXISTING ,/ /
HOLLAND RD ,,
(VARIABLE WIDTH PUBLIC R/W) \
' \ W7 PERMANENT MAINTENANCE
CONSTRUCTION MAT (NP.) SSMH123 - / / \� SSMH�24 y ' " CORRIDOR
SSMH122 / •' yy" I
SSMH119 _ SSMH126
/ W6
»,
» »
,»
- - - - - • ' • • • SSMH 125 '
m
lee
d END OF EXISTING
c W5 UTILITY EASEMENT
v HATCHING DENOTES / ' ' SSMH121
3 WETLAND AREA (TYP.)
PROPOSED TEMPORARY SSMH120
3 CONSTRUCTION EASEMENT
0
0.
O
EXHIBIT - E-5 EXHIBIT - E-6 EXfflBI T - E-7 ENTUBIT - E-8 EXHIIBIT - E-9
lol
7_7
'
- rte,. — _ ,».;�::;:.,,,» _ »:,:`:��,-, �Y,»,.:,✓:.,»
PROPOSE 1 WN 0�
ARE SANITAR R `\ `\ �\ _ _ ► I 1 » / ' '
EASEMENT
pROPC�ED 30' TOWN OF
PEX NITARY SEWER
iYBff- E-40
PROPOSED 30' TOWN OF
APEX SANITARY SEWER
ERASEMENT
EXHIBIT - E-11
GRAPHIC SCALE
100 0 50 100 200
1 inch = 100 ft.
PRELIMINARY DRAWING - NOT RELEASED FOR CONSTRUCTION
M o
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PROJECT NO. JPM-16010
FILENAME: JPM16010-OAE1
CHECKED BY: MS
DRAWN BY:
SCALE: 1 "=100'
DATE: 06-22-17
SHEET N0.
O-1
'JI MCADAMS
CQ
O
rE-4
SSMH128 ,�
w
W10
/
SSMH127
J
I'
I
/
'
STREAM TOP OF BANK
STREAM CENTERLINE '
`
PROPOSED 30' TOWN OF
APEX SANITARY SEWER
ERASEMENT
EXHIBIT - E-11
GRAPHIC SCALE
100 0 50 100 200
1 inch = 100 ft.
PRELIMINARY DRAWING - NOT RELEASED FOR CONSTRUCTION
M o
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PROJECT NO. JPM-16010
FILENAME: JPM16010-OAE1
CHECKED BY: MS
DRAWN BY:
SCALE: 1 "=100'
DATE: 06-22-17
SHEET N0.
O-1
'JI MCADAMS

E
EXHIBIT - E-13
/ PROPOSED 30' TOWN OF
APEX SANITARY SEWER
SSMH144 k\ / EASEMENT
\ �\
SSMH143
STREAM A
SSMH142 \I \ STREAM TOP OF BANK
\ i o
W8 r. PROPO ED 30' 'OWN OF
APEX NITARY SEWER
EASEMENT !
HATCHING DENOTES i
WETLAND AREA (TYP.) Y Y Y Y y Y SSMH141 i` I
1
/ `
SSMH129
SSMH 3, /'EXISTING
KELLY RD
(60' PUBLIC R/W)
ISSMH128
SSMH131
SSMH133
PERMANENT \
MAINTENANCE \ \ \
------- CORRIDOR STREAM C
PROPOSED 20' TOWN OF
10 APEX SANITARY SEWER
W I PROPOSED 30' TOWN OF EASEMENT a - TYPE ZONE 1
J APEX SANITARY SEWER \\\ ��� \ RIPARIAN BUFFER
/ EASEMENT \ `�\ �, `�\ \ \ SSMH134
SSMH 135
1 SSMH132 --------
STREAM
\ \ - _STREAM AA --- - ----
�'��� \�.\ ��; \ SSMH136
STREAM TOP OF BANK
STREAM CENTERLINE \ =_ --- -- --- \ \\`. �\ \
-------- ---
\ \
SSMH137 PERMANENT MAINTENANCE
CORRIDOR
SSMH138 \
SSMH139
SSMH140
------$294--------- ---------X4+00--
TYPE ZONE 2
RIPARIAN BUFFER `----------------------------------- -------------------------------
IN
HATCHING DENOTES �
RESOURCE CONSERVATION AREA EXISTING 50' TOWN OF
APEX SANITARY SEWER
EASEMENT
TYPE ZONE 3 \ �\
RIPARIAN BUFFER \
IW11 777-1 „?�' 1y.,.. ... "....................
I LINEAR WETLAND W12 ... .....
W13
w
A
a
v
EXHIBIT - E-11 EXHIBIT - E-12
GRAPHIC SCALE
100 0 50 100 200
1 inch = 100 ft.
PRELIMINARY DRAWING — NOT RELEASED FOR CONSTRUCTION
Co o
r, ca
. o
t`
CO rh
U `d (m
d U0
00
�iU rn am
N .�
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PROJECT NO. JPM-16010
FILENAME: JP M 16010— OAE1
CHECKED BY: ms
DRAWN BY:
SCALE: 1 "=100'
DATE: 06-22-17
SHEET N0.
O-2
TI MCADAMS

PERMANENT — NO
PERMANENT LOSS
WETLAND IMPACT
IMPACT 1
TEMPORARY WETLAND
IMPACT
PERMANENT — NO
PERMANENT LOSS
WETLAND IMPACT
\ 26
EXISTING 30' \�
UTILITY EASEMENT
SSMH-103
\ 2
N/
\ 1
LEGEND
STREAM TOP OF BANK
$TREAM A /
I
NEW ADDITIONAL 15'
UTILITY EASEMENT
18" SAN. SEWER
WETLANDS q
q
0
PERMANENT — NO PERMANENT LOSS WETLAND IMPACT — 1,511 LF (0.03 AC)
GRAPHIC SCALE
TEMPORARY WETLAND IMPACTS — 899 SF (0.02 AC) 5I 0 25 50 100
1 inch = 50 ft. J
X: Projects\JPM JPM-16010\Water— Wastewater\Exhibits\Wetland Impact\Current Drawin s\JPM16010—E1.dw , 7/2/2018 10:55:20 AM, Bolderson, Jonathan
L PROSECT NO. JPM-16010
FILENAME: JPM16010—E1 BEAVER CREEK SEWER OUTFALL IJ COMP,WMADAMS
SCALE:APEX, NORTH CAROLINA 2905 North Ca Parkway
a
1"=50' Eh�rnam, North .: 0-029 z77 s
(800) 7335646 """d"'co.com
C05 DATE` 06-30-2017 STREAM AND WETLAND IMPACTS EXHIBIT - E-1 MCADAMS
I
� I
I
` I
�
'
7
\ 26
EXISTING 30' \�
UTILITY EASEMENT
SSMH-103
\ 2
N/
\ 1
LEGEND
STREAM TOP OF BANK
$TREAM A /
I
NEW ADDITIONAL 15'
UTILITY EASEMENT
18" SAN. SEWER
WETLANDS q
q
0
PERMANENT — NO PERMANENT LOSS WETLAND IMPACT — 1,511 LF (0.03 AC)
GRAPHIC SCALE
TEMPORARY WETLAND IMPACTS — 899 SF (0.02 AC) 5I 0 25 50 100
1 inch = 50 ft. J
X: Projects\JPM JPM-16010\Water— Wastewater\Exhibits\Wetland Impact\Current Drawin s\JPM16010—E1.dw , 7/2/2018 10:55:20 AM, Bolderson, Jonathan
L PROSECT NO. JPM-16010
FILENAME: JPM16010—E1 BEAVER CREEK SEWER OUTFALL IJ COMP,WMADAMS
SCALE:APEX, NORTH CAROLINA 2905 North Ca Parkway
a
1"=50' Eh�rnam, North .: 0-029 z77 s
(800) 7335646 """d"'co.com
C05 DATE` 06-30-2017 STREAM AND WETLAND IMPACTS EXHIBIT - E-1 MCADAMS

w \
o \
N \ \
SSMH-105
STREAM TOP OF BANK
STREAM A
18" SAN. SEWER \
/ EXISTING 12" SAN. \
EXISTING CONSERVATION \ / `� / SEWER
AND GREENWAY
EASEMENT B.M. 2003, EXISTING 30'
PG. 126 UTILITY EASEMENT
�\ o / SSMH-106
'\\ SSMH-1O
NEW ADDITIONAL 15' \ \ / / / \\ / EMPO RMPACT
UTILITY EASEMENT
IMPACT 2
o ° LINEAR WETLAND W2
TEMPORARY
CONSTRUCTION / 1 \ / TEMPORARY
EASEMENT CONSTRUCTION
PERMANENT �0 /// .,' \ \ EASEMENT
CONSTRUCTION MAT PERMANENT LpS y
(TYP.) /WETLAND IMPA / 1
SSM/R 108 \ S H-109
�81 \ 1 NEW ADDITIONAL 15'
UTILITY EASEMENT
EXISTING 30'
UTILITY EASEMENT
WETLAND W2
SEE SHEET E-4
LEGEND
y y y y y y y y y y WETLANDS
PERMANENT - NO PERMANENT LOSS WETLAND IMPACT - 55 SF
TEMPORARY WETLAND IMPACT - 200 SF
L PROJECT NO. JPM-16010
FILENAME: JPM16010-E1
a
SCALE: 1 "=50'
C05 DATE` 06-30-2017
0
z
0
GRAPHIC SCALE
50 0 25 50 100
BEAVER CREEK SEWER OUTFALL
APEX, NORTH CAROLINA
STREAM AND WETLAND IMPACTS EXHIBIT - E-2
1 inch = 50 ft
'17}Y JOHN R 11CADAMS
COMPANY, W.
2905 Meridian Parkway
Durham. North Carolina 27713
license No.: C-0293
MCADAMS (800) 7335646 • McAdamaCo.com

SEE SHEET E-3
�7mm7\ - i
.I �
� 7
k
1 IMPACT 3A
! PERMANENT - NO
PERMANENT LOSS .
y STREAM IMPACT \ y TEMPORARY
/ STREAM IMPACT
\/ yyyyyyy yyy
\ I foo \ WETLAND W3
WETLAND W2 \ i` A
KEYED IN RIP RAP I \
\ i
18 SAN. SEWER
NEW ADDITIONAL 15'
\ \ \ UTILITY EASEMENT
\\ EXISTING 12" SAN. SEWES v \
SSMH-110
\ EXISTING 30' v
\\ UTLITY EASEMENT
IMPACT 3B
IV I y y y y y l y y _ PERMANENT - NO
PERMANENT LOSS
STREAM IMPACT
EXISTING CONSERVATION
AND GRKENWAY / / \\\X\ �y
EASEMENZ B.M. 2003,
PG. 126
WETLAND W4
TEMPORARY\ \ \ . . . . . . y y y y
WETLAND IMPACT\ \ y I I . . .
y\ y y y
� y
STREAM CENTERLINE \ . . . . . . . . . . . .
STREAM A � \ � � y � y �.�
%'STREAM TOP OF BANK � � >
LEGEND
y y y y y y y y y y y y WETLANDS
PERMANENT - NO PERMANENT LOSS WETLAND IMPACT
3B - 2,513 SF (0.06 AC)
TEMPORARY WETLAND IMPACT
3B - 2,808 SF (0.06 AC)
PERMANENT - NO PERMANENT LOSS STREAM IMPACT
3A - 238 SF (0.01 AC) 17 LF
L PROJECT NO. JPM-16010
FILENAME: JPM16010-E1
a
SCALE: 1 "=50'
C05 DATE` 06-30-2017
TEMPORARY STREAM IMPACT
3A - 368 SF (0.01 AC) 22 LF
0
0
GRAPHIC SCALE
50 0 25 50 100
BEAVER CREEK SEWER OUTFALL
APEX, NORTH CAROLINA
STREAM AND WE ELAND IMPACTS EXHIBIT - E-3
1 inch = 50 ft
'17}Y JOHN R 11CADAMS
COMPANY, W.
2905 Meridian Parkway
Durham. North Carolina 27713
license No.: C-0293
MCADAMS (800) 7335646 • McAdamaCo.com

18" SAN. SEWER---"
EXISTING 12" SAN. SEWER
EXISTING 30'
UTLITY EASEMENT
SSMH-111
............
STREAM CENTERLINE
STREAM TOP OF BANK
LEGEND
. . . . . . . . . . . WETLANDS
EXISTING 30'
UTILITY EASEMENT
PROPOSED 30'—
UTILITY EASEMENT
EXISTING 12" SAN. SEWER
/—`PERMANENT - NO
PERMANENT -LOSS
\WETLAND IMPAC1-27o-- _
36
�� 0
x _
�j
z
GRAPHIC SCALE
50
0 25 50 100
PERMANENT — NO PERMANENT LOSS WETLAND IMPACT — 1,633 SF (0.04 AC)
1 inch = 50 ft.
,: Projects\JPM JPM-16010\Water—Wastewater\Exhibits\Wetland Impact\Current Drawin s\JPM16010—E1.dw , 7/2/2018 10:55:28 AM, Bolderson, Jonathan
L
PROSECT NO. JPM-16010
BEAVER CREEK SEWER OUTFALL
IJ
JOHN P- MADAMS
FILENAME:
JPM16010-E1
dSCALE:APEX,
NORTH CAROLINA
2905
Ca Parkway
z77
a
1"=50'
North
Eh�rt,am, North s
.: C-0293
(800) 7335646'M
DATE`
C05
STREAM AND WETLAND IMPACTS EXHIBIT - E-4
MCADAMS
'damaco.com
06-30-2017
,

PERMANENT - NO
PERMANENT LOSS
STREAM IMPACT
#* / yyyy
\ TEMPORARY
STREAM IMPACT
WETLA'ND W4 STREAM H y y y y y y. y y y y y y y y
y y y y y y y y1y y y y y y
. . . . .. . . . . . y y y y y y y WETLAND W5
\VA . . . . . . y y .
y y yy y yy � y y y
� \ PERMANENT - NO
PERMANENT LOSS
,may y WETLAND IMPACT
PROPOSED 30' i \ 18" SAN. SEWER
UTILITY EASEMENT�\ �y
KEYED IN RIPRAP �� y y y� � ' i\ � \ � � 18" SAN. SEWER
EXISTING 30'
SSMH-113
UTILITY EASEMENT
o
IMPACT 5
d!
y y yy y y y
STRtAM CENTERLINE
\ STRE,AM A
` \ PROPOSED VARIABLE ,
STREAM TOP OF BANK WIDTH UTILITY
EASEMENT
LEGEND
. . . . . . WETLANDS
PERMANENT - NO PERMANENT LOSS WETLAND IMPACT - 9,266 SF (0.21 AC)
PERMANENT - NO PERMANENT LOSS STREAM IMPACTS - 122 SF 20 LF
L PROJECT NO. JPM-16010
FILENAME:
n JPM16010—E1
n
SCALE: 1 „=50'
a
In DATE: 06-30-2017
TEMPORARY STREAM IMPACT - 140 SF 23 LF
GRAPHIC SCALE
50 0 25 50 100
1 inch = 50 ft.
BEAVER CREEK SEWER OUTFALL
APEX, NORTH CAROLINA
STREAM AND WMAND RWAM F,,I=IT - E-5
IM JOHN R ,
conPe►asrINC.nvc..
IW 2905 Meridian Parkway
Durham, North Carolina 27713
License No.: C-0293
MCADAMS [phone] • McAdams w",

R
SSMH-115
� yyv vyyy yy--
yy
41*,
�� `y'vyyv: yyyyv `� vy
PROPOSED VARIABLE \ v y y X y v \
WIDTH UTILITY
EASEMENT y y \ 18" SAN. SEWER
IMPACT 6
PERMANENT — NO
PERMANENT LOSS
STREAM CENTERLINE —�\ \ v y y y y WETLAND IMPACT
STREAM A
STREAM TOP OF BANK
� y y
\ y y y l y y l y y \ EXISTING 30'
UTILITY EASEMENT
SSMH-116
16" SAN. SEWER
`\ 1yv vy vyy \y y. `'yvv
,vyy = vy vyy y vyv y
WETLAND W5
�.27�—
I��y y i y�'vy�/y y,/.✓y y y y y yv y y i��'�y1
yyyyyl/"yvyy v� �yyyy\\ 'C40
y %yvy yyy .vyy yy —
\
LEGEND
. . . . . . . WETLANDS
GRAPHIC SCALE
50 0 25 50
PERMANENT — NO PERMANENT LOSS WETLAND IMPACT — 13,306 SF (0.31 AC)
1 inch = 50 ft.
PROJECT No. JPM-16010 ,
L BEAVER CREEK SEWER OUTFALL IJ
� FILENAME: JPM16010—E1 '���� IN nes
SCS:APEX, NORTH CAROLINA 2905 North Ca Parkway
y 1"=50' Dart,am, Nora Carolina 277Is
license No.: C-0293
N DATE: STREAM AND WETLAND IMPACTS EXHIBIT - E-6
06-30-2017 MCADAMS [phone]. McAaamsco.com

/ STREAM G
TEMPORARY EXISTING 30'
i
i STREAM IMPACT UTILITY EASEMENT
16" SAN. SEWER
SSMH-117
/ WETLAND W5
16 SAN. SEWER
y. �y y y y y y y CC)
yyy y /y
y� y�
�yy� yy�y�yy�yyyyyyy �
N
w--
T T ,
w y y ..... y
-----------
/y
—.....
W 1 y y III KEYED IN RIPRAP I I y . y l y.. yiPERMANENT — NO _ I II /
IIII PERMANENT LOSSPERMANENT LOSS
WETLAND IMPACT
STREAM IMPACT i
v i /. J� '
IMPACT 7 I�/l y y y y � y yly _
� C
27
STREAM CENTERLI
STREAM�-
���:7�1L�C•]�il� 71�fi
LEGEND
. . . . . . . . . . . y WETLANDS
90mPERMANENT — NO PERMANENT LOSS WETLAND IMPACT — 13,029 SF (0.30 AC)
PERMANENT — NO PERMANENT LOSS•
TEMPORARY STREAM IMPACT — 90 SF 15 LF
2
GRAPHIC SCALE
50 0 25 50
i I I I
1 inch = 50 ft.
PROJECT No. JPM-16010 ,
L BEAVER CREEK SEWER OUTFALL IJ
FILENAME: JPM16O1 O—E1 1���� IN �S
SCS: APEX, NORTH CAROLINA 2905 North Ca Parkway
y 1 "= 50' �rl,am. Nora Carolina 277Is
License No.: C-0293
N DATE: STREAM AND WETLAND IMPACTS EXHIBIT - E-7
06-30-2017 MCADAMS [phone] • McAdamsCo.com

WETLAND W5
L Exls
Wo \
� T I1VG
PERMANENT — NO
PERMANENT LOSS
WETLAND IMPACT
A
1
ROPOSED \ 1
ARIABLE WIDTH '
LITY EASEMENT
16" SAN. SEWER
r y v y 2":
i
IMPACT 8
STREAM CENTERLINE
STREAM A
STREAM TOP OF BANK
LEGEND
. . . . . . . . . . . y WETLANDS
GRAPHIC SCALE
PERMANENT - NO PERMANENT LOSS WETLAND IMPACT - 13,685 SF (0.31 AC) 50 0 25 50 100
ROM I I I I
1 inch = 50 ft.
PROJECT �o JPM-16010
L
FILENAME: BEAVER CREEK SEWER OUTFALL �J JOHN P- 3
� JPM16010-E1 ���.INC.
SCALE:APEX, NORTH CAROLINA 2905 North Ca Parkway
y 1"=50' rn�rham North Car -W9 z77is
r�
1"1733-5646, M Cu'd Coxom
Ln DATE:
06-30-2017 STREAM AND WETLAND IMPACTS EXHIBIT - E-8 MCADAMS ,
SAN. SEWER
EXISTING 30'
-UTILITY EASEMENT
11�11111p.•(>11111111'1111
�1�s1�1��•.r►_��1��i�_�Nr,����1�11-��541��1�1�e��`�.
V-1� �1w-� v����1�►�1�1�V
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-
111. ♦1l'�
e��!?.1
0111 11 - w
11 ��1�1111 N1�1<��1���1�1'1�1111
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-
1 �11�1A111��1�11�1v11
���11. ,. �►�
�-'�'r� �►'�,I�INV1�1
z -
-
-
"�
v. <
.
►4 "WA
�• �� : �
.
.1 �j11=11��1�1:1��1.
A
1
ROPOSED \ 1
ARIABLE WIDTH '
LITY EASEMENT
16" SAN. SEWER
r y v y 2":
i
IMPACT 8
STREAM CENTERLINE
STREAM A
STREAM TOP OF BANK
LEGEND
. . . . . . . . . . . y WETLANDS
GRAPHIC SCALE
PERMANENT - NO PERMANENT LOSS WETLAND IMPACT - 13,685 SF (0.31 AC) 50 0 25 50 100
ROM I I I I
1 inch = 50 ft.
PROJECT �o JPM-16010
L
FILENAME: BEAVER CREEK SEWER OUTFALL �J JOHN P- 3
� JPM16010-E1 ���.INC.
SCALE:APEX, NORTH CAROLINA 2905 North Ca Parkway
y 1"=50' rn�rham North Car -W9 z77is
r�
1"1733-5646, M Cu'd Coxom
Ln DATE:
06-30-2017 STREAM AND WETLAND IMPACTS EXHIBIT - E-8 MCADAMS ,

' PROPOSED
VARIABLE WIDTH
\ UTILITY EASEMENT TEMPORARY CONSTRUCTION
' EASEMENT
CONSTRUCTION MAT
(TYP.) _ WETLAND W6
_ — EXISTING
HOLLAND RD
/SSMH-1 9
a (77 16" SAN SEWER
SMH-11jo 6" SAN. SEW R
s ol/ w
z
IMPACT 9B
SSMH-121
PROPOED 30,
UTILITY EASEMENT
X STING 30'
UTILITY EASEMENT TOP OF BANK
STREAM CENTERLINE
STREAM A
LEGEND
...... y y y y y y WETLANDS
PERMANENT -NO PERMANENT LOSS WETLAND IMPACTS - 103 SF
9B - 49 SF
9C - 54 SF
L PROJECT NO. JPM-16010
FILENAME: JPM16010-E1
n
SCALE: 1 "=50'
DATE: 06-30-2017
STREAM TOP OF BANK
1
I
I �
SSMH
N. SEWE1t�
Cn
/ IMPACT 9C '
1
PERMANENT - NO
PERMANENT LOSS
WETLAND IMPACT
0
z
0
z
GRAPHIC SCALE
50 0 25 50 100
1 inch = 50 ft.
BEAVER CREEK SEWER OUTFALL
APEX, NORTH CAROLINA
STREAM AND WEMAM IIdPACTS EXEIIBIT - E-9
THE JOHN R , INC.
S
COMPANY, INC..
IW 2905 Meridian Parkway
Durham, North Carolina 27713
License No.: C-0293
CADAMS [phone] • McAdamsCo.com

EXISTING /
HOLLAND RD < /
/ I (\ABLE WIDTH PUBLIC R/W) — — —
\\�— RERMAKENT-NO—_
y1 PERMANENT -LOSS
�TLAND IMPACT
_----1----W�TLAND W6 III—
\ \
W71_1/ WETLAND W7 \ \ \ \
y y ' 6" SAN. SEWER
I
\ PROPOSED/30' �
y\y�y y y \ y yy y yyyy \ UTILITY-tAS MEN1" y y y yyyyyy
�
Xy� �
IMPACT 10A � 64xo0
���, \� yyy�yyyy. �yyyyyyyy yy yy yy yy y
IMPACT 10B SSMI�\ —124
yyyyyyyyX\ -
�y�\ yyyyyLyyyyyy,y�y vy
PERMANENT — NO
PERMANENT LOSS
/ WETLAND IMPACT
PROPOSED 30' y yy y i yy y v y I' y y vy/y 1
UTILITY EASEMENT
IMPACT 10C
12" SAN. SEWER
--�—yJly
STREAM CENTERLINE
— �SSMH-125
STREAM A
STREAM TOP OF BANK
LEGEND
WETLANDS
GRAPHIC SCALE
PERMANENT — NO PERMANENT LOSS WETLAND IMPACT — 11,144 SF (0.25 AC)
10A — 421 SF (0.01 AC) 50 0 215 5i
10B — 1,487 SF (0.03 AC) m
10C — 9,236 SF (0.21 AC)
1 inch = 50 ft.
PROJECT No. JPM-16010 ,
L BEAVER CREEK SEWER OUTFALL IJ
� FILENAME: JPM16010—E1 '���� IN nes
SCS: APEX, NORTH CAROLINA 2905 Meridian Parkway
y 1 "=50' rwrt,am. Nora : C- 277I3
license No.: C-0293
N DATE: STREAM AND WETLAND IMPACTS EXHIBIT - E-10 [phone] • McAdamsCo.com
06-30-2017 MCADAMS

\ I
` PERMANENT /NO
— `P1�RMANENT LOSS/
i WETL-AND IMPACT' \ p \ I
10-A'CT 11
� o
SSMH-128
SSMH-42~
�aN sE _Aar X
STREAM TOP OF BANK
LEGEND I�i
............ �Q
U
. . . . . . . . . . . y WETLANDS 2
GRAPHIC SCALE
PERMANENT — NO PERMANENT LOSS WETLAND IMPACT — 393 SF (0.01 AC) 50 0 25 50
I I I I
1 inch = 50 ft.
PROJECT No. JPM-16010 ,
d
BEAVER CREEK SEWER OUTFALL IJ
FILENAME: JPM16010-E1 '����IN nes
SCS: APEX, NORTH CAROLINA 2905 North Ca Parkay
1"=50' Dart,am, Nora caroDna 277Is
license No.: C-0293DATE: STREAM AND WETLAND IMPACTS EXHIBIT - E-11 [phone] . McAaamsco.com
06-30-2017 MCADAMS

WETLAND ,W8-_
SSMH-141 \\ II III
4-
� H-,29
\ 8" /SAN. S`tWE 1 _
/ 1
76+ O l III _�� I II STREAM CENTERLINE
STREAMI I
\ � I
IMPACT 12A ' I STREAM TOP OF BANK
TF�MPORARYI
W _ /STREAM IMPACT
SSMH-130
x
Tf
J � sti 1
I POSED 30'
ITY EASEMENT
/INRIPRAf
\ \\\16 II I � SSMH-131
�\ \ ���
oo� 1 1 6 I
STREAM C \ \�/\\ I \ - /\ \ \\\� \ \ STREAM C
i
PERMANENT - NO
PERMANENT LOSS / EX. 72" FES
STREAM IMPACT \\ \\ \\\\ \ \ \
j�
-f- I
\k \\\\ \\\\\1�°N \\ \\\\\ \\ \\
o \
°I —(n 00 \
SAN. EW R \ \ \
LD TP/LD
SSMH-132
I x I I IMPACT 12B
TEMPORARY
STREAM IMPACT \ `
I �
1 � ,
PROPOSED 20'
UTILITY EASEMENT I I
i
LEGEND
. . . . . . . . . y WETLANDS
PERMANENT - NO PERMANENT LOSS STREAM IMPACT
12A - 205 SF 16 LF
L
PROJECT NO. JPM-16010
FILENAME: JPM16010-E1
SCALE: 1 "=50'
CA
DATE` 06-30-2017
TEMPORARY STREAM IMPACT - 583 SF (0.01 AC) 39 LF
12A - 192 SF 15 LF
12B - 391 SF (0.01 AC) 24 LF
q
4
V
GRAPHIC SCALE
50 0 25 50
BEAVER CREEK SEWER OUTFALL
APEX, NORTH CAROLINA
STREAM AND WETLAND IMPACTS EXHIBIT - E-12
1 inch = 50 ft
THE JOHN R S
COMPANY., INC. INC.
2905 Meridian Parkway
Durham. North CaruDna 27713
license No.: C-0293
MCADAMS ($0733-5646•McAdamsCo.com

TYPE ZONE 1
i
RIPARIAN BUFFER
I Is
EXISTING 30' TOWN OF
II I APEX SANITARY SEWER
i` EASEMENT ��\\
------- \ \ I I
\A-
EXISTING
i I EXISTING 30' TOWN OF TYPE ZONE 2 / --- -- ' _ ---- - - - E _ _ _ - -
APEX SANITARY SEWER RIPARIAN BUFFER / / �\ '� .' i // _ - ����
(VARIABLE- WIDTH PUBLIC R/W)
I i EASEMENT ,. _ ---= `\���, �---- / --- - \�'--_-----'-' i
TYPE ZONE 3 / _�f' `� I -----1� SSMH107' 1 j I CONSTRUCTION MAT TYP.
' RIPARIAN BUFFER� ' '----- -'
/,\ STREAM TOP OF BANK
STREAM TOP OF BANK
STREAM A �---- ��. -^ '_�25 0 I v� A W3
I I
I I
SSMH102
�-- --------------------- '--------
DOGHOUSE MANHOLE
i
� • i
i r �
PROPOSED 15' SANITARY
i ! SEWER EASEMENT -
j 1
J
cn
a--==...-� �T
i 1 •
IL
(n '
STREAM TO
c 1 STREAM CENTERLINE
EXISTING UTILITY EASEMENT
E PROPOSED 15' SANITARY J '
SEWER EASEMENT
�SSMH105
Ir
SSMH106
EXISTING 30' TOWN OF
APEX SANITARY SEWER
EASEMENT 1
W5 1
1
STREAM H .'.° E-1
PROPOSED 30' SANITARY
SEWER EASEMENT
EXISTING 30' TOWN OF
"`------ - ----- '� >� r"- / SSMH108 ` '�' `_�ti, APEX SANITARY SEWER
J mss-'' I W4 EASEMENT
SSMH110
'� SSMH 104 / PROPOSED TEMPORARY I i I \ , ' �� {/ , ' • {' W
/ CONSTRUCTION EASEMENT ► I �� `\ �_ \ \ ,'� ,' i •i'+4�y%ate>=*
CONSERVATION AND ► I
GREENWAY EASEMENT B.M. 1
HATCH4NG DENOTES - - - / / 2005, PG. 1 105
WET► kND AREA (TYP.) SSMH103
I I I
' W1 / /' EXISTING 30' TOWN OF
/ APEX SANITARY SEWER
EASEMENT
I
1 I j 1
' I 1
/
/ 1
EXHIBIT - E-14 EXHIBIT - E-15 EXHIBIT - E-16
W5 ---
HATCHING
HATCHING DENOTES -
WETLAND AREA (TYP.)
EXHIBIT - E-20
-- EXISTING
WOODLANDS CREEK WAY
EXHIBIT - E-21
PERPENDICULAR
ZONE 1 BUFFER
IMPACT AREA (SF)
PARALLEL
ZONE 1 BUFFER
IMPACT AREA SF
PERPENDICULAR
ZONE 2 BUFFER
IMPACT AREA (SF)
7 71
PERPENDICULAR PARALLEL
ZONE 3 BUFFER ZONE 3 BUFFER
IMPACT AREA (SF) IMPACT AREA (SF)
14
-
U
v
-
EXISTING UTILITY EASEMENT
E PROPOSED 15' SANITARY J '
SEWER EASEMENT
�SSMH105
Ir
SSMH106
EXISTING 30' TOWN OF
APEX SANITARY SEWER
EASEMENT 1
W5 1
1
STREAM H .'.° E-1
PROPOSED 30' SANITARY
SEWER EASEMENT
EXISTING 30' TOWN OF
"`------ - ----- '� >� r"- / SSMH108 ` '�' `_�ti, APEX SANITARY SEWER
J mss-'' I W4 EASEMENT
SSMH110
'� SSMH 104 / PROPOSED TEMPORARY I i I \ , ' �� {/ , ' • {' W
/ CONSTRUCTION EASEMENT ► I �� `\ �_ \ \ ,'� ,' i •i'+4�y%ate>=*
CONSERVATION AND ► I
GREENWAY EASEMENT B.M. 1
HATCH4NG DENOTES - - - / / 2005, PG. 1 105
WET► kND AREA (TYP.) SSMH103
I I I
' W1 / /' EXISTING 30' TOWN OF
/ APEX SANITARY SEWER
EASEMENT
I
1 I j 1
' I 1
/
/ 1
EXHIBIT - E-14 EXHIBIT - E-15 EXHIBIT - E-16
W5 ---
HATCHING
HATCHING DENOTES -
WETLAND AREA (TYP.)
EXHIBIT - E-20
-- EXISTING
WOODLANDS CREEK WAY
EXHIBIT - E-21
EXHIBIT - E-17
EXHIBIT
#
PERPENDICULAR
ZONE 1 BUFFER
IMPACT AREA (SF)
PARALLEL
ZONE 1 BUFFER
IMPACT AREA SF
PERPENDICULAR
ZONE 2 BUFFER
IMPACT AREA (SF)
7 71
PERPENDICULAR PARALLEL
ZONE 3 BUFFER ZONE 3 BUFFER
IMPACT AREA (SF) IMPACT AREA (SF)
14
-
-
-
2,537
- 3,944
15
-
-
-
504
- 4,740
16
-
3,099
-
1,179
- 2,093
Cn
-
A 00
-
1,068
- 5,424
18
-------------
-
-
2,563
- 5,460
-`---------- -- --,'_-�- _--- _--
- .--1-- SSMH113
3,504
-
3,225
- 8,263
20
-
�,, y
-
495
PROPOSED VARIABLE 1
21
1
• .
1,064
WIDTH SANITARY
- 5,950
SSMH111 /�
-_-----
/ -
-
$�jFJ3_FASEMENT-----------
1,949
---------� �'
SSMH112
-
---
-
v
srR€
- 5,584
24
.SMIBIT - E-19
60
-
3,201
- 9,394
25
-
STREAM TOP OF BANK--___
-
1,868
'
26
'---------------------
-
-
857
- 9,725
27
965
1,070
1,005
4,874
STREAM CENTERLINE
28
147
\
EXHIBIT - E-17
EXHIBIT
#
PERPENDICULAR
ZONE 1 BUFFER
IMPACT AREA (SF)
PARALLEL
ZONE 1 BUFFER
IMPACT AREA SF
PERPENDICULAR
ZONE 2 BUFFER
IMPACT AREA (SF)
PARALLEL
ZONE 2 BUFFER
IMPACT AREA (SF)
PERPENDICULAR PARALLEL
ZONE 3 BUFFER ZONE 3 BUFFER
IMPACT AREA (SF) IMPACT AREA (SF)
14
-
-
-
2,537
- 3,944
15
-
-
-
504
- 4,740
16
-
3,099
-
1,179
- 2,093
17
-
54
-
1,068
- 5,424
18
-
-
-
2,563
- 5,460
19
-
3,504
-
3,225
- 8,263
20
-
-
-
495
- 15,951
21
2,315
294
1,064
3,671
- 5,950
22
-
-
-
1,949
- 13,167
23
-
3,497
-
3,667
- 5,584
24
-
60
-
3,201
- 9,394
25
-
-
-
1,868
- 11,188
26
-
-
-
857
- 9,725
27
965
1,070
1,005
4,874
- 10,377
28
147
1,211
-
1,074
- 6,612
29
-
-
-
-
- 9,606
30
-
-
-
-
- 2,958
31
720
-
-
-
- -
PER THE TOWN OF APEX UNIFIED DEVELOPMENT ORDINANCE -ARTICLE 6 WATERSHED PROTECTION OVERLAY DISTRICTS- TABLE 6.1.11.G.1, UTILITY,
NON -ELECTRIC, OTHER THAN PERPENDICULAR CROSSINGS, IMPACTS IN ZONE 2 AND 3 ARE EXEMPT
PROPOSED TEMPORARY -
CONSTRUCTION EASEMENT
EXHIBIT - E-22
EXHIBIT - E-18
u
1 inch = 100 ft.
/�.
1000,'
/ ' 1
0 C)
E"1
SSMH128
/ V 1
W10
SSMH127
-- 1
1
-STREAM TOP OF BANK 1
STREAM CENTERLINE '
I �
PROPOSED 30' TOWN OF
APEX SANITARY SEWER
ERASEMENT
ai FUTURE 30' TOWN OF
APEX SANITARY SEWER
1 EASEMENT
EXHIBIT - E-25 I EXHIBIT - E-26
GRAPHIC SCALE
1 inch = 100 ft. 1 P
PRELIMINARY DRAWING - NOT RELEASED FOR CONSTRUCTION
M o
• O
t`
�NMUV1
�0
N
d �0
�o
�os
00 z as
3 rj to v'?
C9
O
ter^
V J
� A
V
O
W a
N
wx0
ULo
���
o u Z
Z
W
E G4 1
Lo
O
r-1
W
z
O
O a
W
O
fW �
V f
W
1--1
V
0
W
PROJECT NO. J P M -16 010
FILENANfE:JPM 16010- OAE2
CHECKED BY: MS
DRAWN BY:
SCALE: 1"=100'
DATE: 06-22-17
SHEET N0.
O-3
Tj MCADAMS

E
EXHIBIT - E-31
/ PROPOSED 30' TOWN OF
APEX SANITARY SEWER
♦ SSMH144 / EASEMENT
\ \\
JS
SMH143 \
STREAM A
STREAM TOP OF BANK
/ SSMH142 `
o \ q PROPOSED 30' TOWN OF
WS APEX SANITARY SEWER
1 \ EASEMENT
HATCHING DENOTES
WETLAND AREA (TYP.) SSMH141
% \. \
SSMH129
SSMHI3C"1EELLY XISTIN RD
(60 PUBLIC R/W)
SSMH128-"�''(<'� ''- ` °`
I i J \ ��� `�\ \ \ SSMH 133
/ STREAM C
PROPOSED 20' TOWN OF
\\ \\�\\ �\\\ APEX SANITARY SEWER
w — i EASEMENT
PROPOSED 30' TOWN OF o `�� `\ `� ` TYPE ZONE 1
CUM/ APEX SANITARY SEWER \ `\ �` �� \ RIPARIAN BUFFER
-� �. EASEMENT % `� ~ 1 1 �� SSMH134
' STREAM TOP OF BANK
SSMH135
' STREAM CENTERLINE ;
' STREAM A
' % �\ % SSMH136 \ \\ i j' ��.\`�`�� \
\\ `\ \ \ 11 ``\�\
\ \ \ ` a4
— ---------- \ %
_---- __
\; \\ _ \` ��\����_,,` `�8'�q \\\ SSMH137 EXISTING 50' TOWN OF \
APEX SANITARY SEWER
EASEMENT rI
\\ `
\ `
SSMH138 \
\ \ _ — `� \�� \\ SSMH139
SSMH140
TYPE ZONE 2��= -
RIPARIAN BUFFER \ `� � \ `�\ `----- � ------------------------ -------------- ; ,
HATCHING DENOTES \\
RESOURCE CONSERVATION AREA `� --- �\\ \_ \ ........
TYPE ZONE 3 \ �\ \�� �\___
RIPARIAN BUFFER
�..
' \ , ., lY.............................................
I........................
I LINEAR WETLAND W12 \ y y y 1 1 y y y
Z \\ \ ` 1 \
\ i W13 \
EXHIBIT - E-27 EXHIBIT - E-28 EXHIBIT - E-29 EXHIBIT - E-30
m
GRAPHIC SCALE
100 0 50 100 200
1 inch = 100 ft.
PRELIMINARY DRAWING - NOT RELEASED FOR CONSTRUCTION
M o
• O
t`
�C",
N
d �0
�o
�os
00 2z es
C4
O
� A
V
z
O
W a
W x O
L) Lid
O U U
W
E-4
1
LoO
W
O
O a
W
O �
fW �
V S
w
V
O
W
PROJECT NO. J P M -16 010
FILENANfE:JPM 16010-OAE2
CHECKED BY: MS
DRAWN BY:
SCALE: 1 "=100
DATE: 06-22-17
SHEET N0.
O-4
TI MCADAMS

WETLAND W1
STREAM TOP OF BANK
a \
STREAM A
)
)
)
)
18" SAN. SEWER
I
1
EXEMPT USE WITHIN
EXISTING SANITARY
SEWER EASEMENT
LEGEND
L PROJECT NO. JPM-16010
FILENAME: JPM16010—E2
SCALE: 1"=50'
DATE: 06-30-2017
EXEMPT ZONE 1 IMPACTS
EXEMPT ZONE 2 IMPACTS
EXEMPT ZONE 3 IMPACTS
GRAPHIC SCALE
50 0 25 50 100
1 inch = 50 ft.
rl
pm 0
.......... il
m r!r
PARALLEL ZONE 2 IMPACTS — 2,537 SF (0.06 AC)
PARALLEL ZONE 3 IMPACTS — 3,944 SF (0.09 AC)
BEAVER CREEK SEWER OUTFALL
APEX, NORTH CAROLINA
STREAM BUFFER IMPACTS EXHIBIT - E-14
THE JOHN R S
COMPANY,, INC. INC.
2905 Meridian Parkway
Durham, North Carolina 27713
License No.: C-0293
MCADAMS [phone] • McAdamsCo.com
NEW ADDITIONAL 15'
UTILITY EASEMENT00
❑❑
y
�.
❑
I \
❑ ❑
y y y y y ❑❑❑:
1 \
\
EXISTING 30' \
y �,,
0 o
UTILITY EASEMENT
❑
\
❑❑
\
\
❑❑0
o
\\\
MPACT 14
\
❑
6
❑
\ ��
1
-H--103
_
SSM
o�
0..
_-----
B-Ql 0
0000
rT,
0000
❑❑ ❑
00 u
18" SAN. SEWER
EX. 12" SAN.
SEWER
LEGEND
L PROJECT NO. JPM-16010
FILENAME: JPM16010—E2
SCALE: 1"=50'
DATE: 06-30-2017
EXEMPT ZONE 1 IMPACTS
EXEMPT ZONE 2 IMPACTS
EXEMPT ZONE 3 IMPACTS
GRAPHIC SCALE
50 0 25 50 100
1 inch = 50 ft.
rl
pm 0
.......... il
m r!r
PARALLEL ZONE 2 IMPACTS — 2,537 SF (0.06 AC)
PARALLEL ZONE 3 IMPACTS — 3,944 SF (0.09 AC)
BEAVER CREEK SEWER OUTFALL
APEX, NORTH CAROLINA
STREAM BUFFER IMPACTS EXHIBIT - E-14
THE JOHN R S
COMPANY,, INC. INC.
2905 Meridian Parkway
Durham, North Carolina 27713
License No.: C-0293
MCADAMS [phone] • McAdamsCo.com

EXISTING 30'
UTILITY EASEMENT
\� STREAM TOP OF BANK
I
STREAM A
I
17
---- I \/
o _
tri r ❑08g0❑ rti,
❑ ,0000 79,00
41
44T> — qac \IN
Z.
\�
❑ ❑
00000
NEW ADDITIONAL 15' _ 0000000
'
UTILITY EASEMENT — \ \° ° ° 00
0 00000
000000,0
IMPACT
LEGEND
EXEMPT ZONE 1 IMPACTS
*1�7Ii��iP►I��I7IJ��
EXEMPT ZONE 3 IMPACTS
EXEMPT USE WITHIN
EXISTING SANITARY
SEWER EASEMENT
18" SAN. SEWER
44
r�4
t 1--I
PARALLEL ZONE 2 IMPACTS
15B — 504 SF (0.1 AC)
GRAPHIC SCALE
50
0 25 50
100
0 00000000000000
PARALLEL ZONE 3 IMPACTS — 4,740 SF (0.10 AC)
000000000000000
15A — 1,513 SF (0.03 AC)
000000000000000
15B — 3,227 SF (0.07 AC)
1 inch = 50 ft.
000
X:\Proiects\JPM\JPM-16010\Water—Wastewater\Exhibits\Wetiand Im act Current Drowin s JPM16010—E2 Sheets 14 — 23 .dw , 7/2/2018 2:05:56 PM, Weaver, Lee
L
PROJECT NO. JPM-16010
BEAVER CREEK SEWER OUTFALL
IJ
1I -IE JOHN R McADAMS
FILENAME:
JPM16O1O—E2
COMPANY, INC.
APEX, NORTH CAROLINA
2905 Meridian Parkway
Durham, North Carolina 27715
SCALE: "=50'
1
�
7 3`5s4sNo.: °naa2n9,sco.aam
DATE, 06-30-2017
En
STREAM BUFFER IMPACTS 00MIf - E-15
MCADAMS
Isoo1

EXEMPT USE WITHIN
EXISTING SANITARY
SEWER EASEMENT
ZONE 3
\ o I
I STREAILI A
SSMH-105 I I f
> \
'N �TREAM/ CENTERLINE I
❑O
❑❑00 z
00 \ \
\� \
' \ ❑ ❑ �� fit, 18" SAN. SEWER \
r
\❑
❑ ❑ \ ❑ �c �
EXISTING CONSERVATION
❑ � AND \GREENWAY EASEMENT \
❑ ❑ \ B.M. 2003, PG. 126
.�
IMPACT 16A 0,00\
130
\
EXISTING 30'
UTILITY EASE \
EX. 12" SAN. SEWER \� d / SSMH-106
NEW ADDITIONAL 15' r oy / / \ / / LINEAR WETLAND W2
UTILITY EASEMENT I� \\ / / / SWH-107
TEMPORARY
CONSTRUCTION
EASEMENT
SSMH-108
IMPACT 16B
TEMPORARY
CONSTRUCTION / \
EASEMENT
18" SAN. SEWER / 1 \ 12( ❑ \\ 18" SAN. SEWER
SSVH-109
18" SAN. SEWER
WETLAND W3
/ yyyyy y
o I 1111 i� I
WETLAND W2 IMPACTS 16C 1I
EXEMPT USE WITHINI II y y y I
EXISTING SANITARY I I I I ( y y y y y y y
SEWER EASEMENT
I/ y // � ��� \\ T /- I � y�y y y y y
LEGEND .y y y y
EXEMPT ZONE 1 IMPACTS SEE SHEET E-17
EXEMPT ZONE 2 IMPACTS
EXEMPT ZONE 3 IMPACTS
PARALLEL ZONE 1 IMPACTS — 3,099 SF (0.07 AC)
16B — 2,620 SF (0.06 AC)
16C — 479 SF (0.01 AC) °
0
z
PARALLEL ZONE 2 IMPACTS - 1,179 SF (0.03 AC) a
16B - 1,165 SF (0.03 AC)
16C - 14 SF GRAPHIC SCALE
50 0 25 50 100
❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑
000000 PARALLEL ZONE 3 IMPACTS - 2,093 SF (0.05 AC)
❑❑❑❑❑❑❑❑❑❑❑❑❑❑❑ 16A - 1,864 SF (0.04 AC)
1000000000000000 16B - 229 SF (0.01 AC) 1 inch = 50 ft.
IIIII
X:\Proiects\JPM\JPM-16010\Water—Wastewater\Exhibits\Wetiand Im act Current Drowin s JPM16010—E2 Sheets 14 — 23 .dw , 7/2/2018 2:06:04 PM, Weaver, Lee
PROJECT NO. JPM-16010
L BEAVER CREEK SEWER OUTFALL IJ
FILENAME: JPM1601 O—E2 1'HE JOHNR MCADAMS
COMPANY, INC.
2905 Meridian Parkway
SCALE: 1 "=50' APEX, NORTH CAROLINA
Durham, North Carolina 27715
STREAM BUFFER EMPAM EN=IT - E-16 �A A '0""-Lic"No.: °naa2n9,sco.aam
m HATE, 06-30-2017 1�11�:I'iD�l�s

SEE SHEET E-16 WETLAND W3
I
y�y
❑❑ y y
❑❑ %❑❑ s/ y y y y y y y
�❑
y �❑
❑ y y
, �°
❑ ❑ ONE IMPACT 17
�� °
❑
\ NE ❑ 0 18" SAN. SEWER
\\ T(A 1 \\ ❑ NEW ADDITIONAL 15'
\ 1 \ \ ❑ UTILITY EASEMENT
Z.
00
\ \ \ ❑ ❑ \
\ \ SSMH-110
\ EXISTING 30' \ \ ❑ 18" SAN. SEWER
\ UTILITY EASEMENT \ I \ ❑ /
\
\� EXEMPT USE WITHIN �� v ��1 ❑/❑
EXISTING SANITARY\ \ 1 ❑ \
SEWER EASEMENT I
\ III \ ❑ 0 \
\\ EX. 12" SAN. SEWER ( — \ `� ❑ �' �' \
\ I\\ ( ❑❑❑ ❑
\ / N�(ly y y y yiy y
❑0❑ ❑ y y y y WETLAND W4
OV y �❑ y\may y y y
00
ol
00 El
STREAM `A \ \ ��\ \ \ ° ❑ ❑
�\ \
STREAM CENTERLINE \ \ ❑ ❑ ❑y
❑❑ y y y y y\ y y y
\ ❑❑
STREAM TOP OF BANK \ Q❑ y . . . . . y
\\� \ \ �\y y ❑ y y y y y y y
\ y y y >
\\ 0
\ \ \ \y\ ❑ ❑ �& �-
LEGEND
EXEMPT PARALLEL ZONE 1 IMPACTS
EXEMPT ZONE 2 IMPACTS
r�� Z EXEMPT ZONE 3 IMPACTS
PARALLEL ZONE 1 IMPACTS - 54 SF
PARALLEL ZONE 2 IMPACTS - 1,068 SF (0.02 AC)
❑❑❑❑❑❑❑❑❑❑❑❑❑❑❑
000000000000000 PARALLEL ZONE 3 IMPACTS — 5,424 SF (0.12 AC)
❑❑❑❑❑❑❑❑❑❑❑❑❑❑❑
L PROJECT NO. JPM-16010
FILENAME: JPM16010—E2
SCALE: 1"=50'
En DATE, 06-30-2017
GRAPHIC SCALE
50 0 25 50 100
1 inch = 50 ft.
BEAVER CREEK SEWER OUTFALL
APEX, NORTH CAROLINA
STREAM BUFFER IldPACTS E)[Mrr - E-17
THE JOHN R , INC.
S
COMPANY, INC..
I21 2905 Meridian Parkway
Durham, North Carolina 27713
License No.: C-0293
d tl1L/�1. AMS [phone]•McAdamsCo.com

p� IMPACT 18A
NEW ADDITIONAL 15'
UTILITY EASEMENT WETLAND W4
0 yyy yyyyy
/ SSMH-111 . . . . EXISTING 30'
V A UTILITY EASEMENT
1000'�
\�
EX. 12" SAN. SEWER
18"\SAN. SEWER
EX. 12" SAN. SEWER ss ss
ss � ss
\
EXEMPT USE
WITHIN �
EXISTING SANITXRY
SEWER EASEMENY� SSMH-112
18" SAN. SEWER V ��� Q O °O 4t
\ 00o y y y y y y nn®
STRE\M A
STREAM CENTERL` E
STREAM TOP OF BANK \ IMPACT 18B
LEGEND
EXEMPT PARALLEL ZONE 1 IMPACTS
EXEMPT ZONE 2 IMPACTS
EXEMPT ZONE 3 IMPACTS
PARALLEL ZONE 2 IMPACTS - 2,563 SF (0.05 AC)
18A - 1,063 SF (0.02 AC)
18B - 1,500 SF (0.03 AC)
0
00000000000000 PARALLEL ZONE 3 IMPACTS - 5,460 SF (0.13 AC)
uuuuuu
000000000000000 18A — 686 SF (0.02 AC)
000000000000000 18B — 4,774 SF (0.11 AC)
L PROJECT NO. JPM-16010
FILENAME: JPM16010—E2
SCALE: 1"=50'
En DATE: 06-30-2017
PROPOSED 30'
UTILITY EASEMENT
18" SAN. SEWER \
VVA�
p
O
C
z
GRAPHIC SCALE
50 0 25 50 100
1 inch = 50 ft.
BEAVER CREEK SEWER OUTFALL
APEX, NORTH CAROLINA
STREAM BUFFER EMIPACTS E.NMrr - E-18
THE JOHN R , INC.
S
COMPANY, INC..
IW 2905 Meridian Parkway
Durham, North Carolina 27713
License No.: C-0293
d tl1L/�1. AMS '0""-5646•McAdamsCo.com

� WETLAND W4
l ❑y y EXISTING 30'
❑ ❑ UTILITY EASEMENT
❑❑ ❑❑❑00
y
❑❑ ❑❑0 I
❑❑❑❑° yyy
❑ o ❑ o"� y /
r
❑
❑
IMPACT 19A
\\\ _ STREAM H \ y WETLAND W5
18" SAN. SEWER
l111 ,i � � y��yy' yy'yyyL'' y�y.'yyyyyyyyy
� ��\� _ - y 1 y v y � yy yyy yyYy1 y y y- v yyyyy yyy 1 Yyyy
y-_ v yyy,yyy�y yY.y�yy�yyvy�y,
�.\y y y-__-yyyyylYL yyyyy Yyyyyy
\ v--yvyly y yL�yyy�1 y yyy y yyy
�\\ \\ y y Yy = y yy'yL/y'yy v yyyyyyy „ v1 v
AREA REQUIRES WETLAND y y v L y y y y y L y
MITIGATION PER 6.1.14 SSMH-113
(D)(2)(d) 1.919 SF l� \�� y x` I
V
�
p��� v y yyy y �yy y,1y o° ,y1 � yyy1�v
ll\\ Lyyy 1v y v��'yy o O° p0 b IMPACT 19B
18" SAN. SEWER Y y
00
PROPOSED VARIABLE y �\�yy \' O°a v I I I �SSMH-114 ,
WIDTH UTILITY q
EASEMENT \\��
y y 0
STREAM A �\ y \yam yy 1�\ y y\\ yyy y 0O p
STREAM CENTERLINE \\�\ ' y �� \ ' y y 11 �O
STREAM TOP OF BANK
I
i
I
LEGEND
PARALLEL ZONE 1 IMPACTS - 3,504 SF (0.08 AC)
19A - 1,585 SF (0.04 AC)
19B - 1,919 SF (0.04 AC)
PARALLEL ZONE 2 IMPACTS - 3,225 SF (0.08 AC)
19A - 2,047 SF (0.05 AC)
19B - 1,178 SF (0.03 AC)
❑ ❑ ❑ ❑ ❑ ❑ ❑ 0 0 0 0 0 0 0 0 PARALLEL ZONE 3 IMPACTS - 8,263 SF (0.19 AC)
000000000000000 19A — 1,639 SF (0.04 AC)
000000000000000 19B - 6,624 SF (0.15 AC)
L PROJECT NO. JPM-16010
FILENAME: JPM16010—E2
SCALE: 1 "=50'
En DATE: 06-30-2017
GRAPHIC SCALE
50 0 25 50 100
1 inch = 50 ft.
BEAVER CREEK SEWER OUTFALL
APEX, NORTH CAROLINA
STREAM BUFFER IldPACTS EXEIIBIT - E-19
THE JOHN R S
COMPANY,, INC. INC.
2905 Meridian Parkway
Durham, North Carolina 27713
License No.: C-0293
MCADAMS '0""-5646•McAdamsCo.com

PROPOSED VARIABLE
WIDTH UTILITY
EASEMENT
STREAM A
STREAM CENTERLINE
STREAM TOP OF BANK \y
JIB y
y
18" SAN. SEWER
EXISTING 30'
UTILITY EASEMENT
16" SAN. SEWER -
1
18" SAN. SEWER
y,�yy �y9yyyy�yyyy �
y�yy�yy yy � yyyy
y y y �y yyy y
. . . .. . . .
y�1
\y y y y y
I
LEGEND
q
PARALLEL ZONE 2 IMPACTS - 495 SF (0.01 AC)
GRAPHIC SCALE
X00000000000000
000000000000000
50
PARALLEL ZONE 3 IMPACTS — 15,951 SE (037 AC)
0 25 50 100
000000000000000
1*4m
1 inch = 50 ft.
00
X:\Proiects\JPM\JPM-16010\Water—Wastewater\Exhibits\Wetiand Im act Current Drowin s JPM16010—E2 Sheets 14 — 23 .dw , 7/2/2018 2:06:36 PM, Weaver, Lee
L
PROJECT NO. JPM-16010
BEAVER CREEK SEWER OUTFALL
IJ
THE JOHN R McADAMS
FILENAME:
JPM16O1O-E2
COMPANY, INC.
APEX, NORTH CAROLINA
2905 Meridian Parkway
Durham, North Carolina 27715
SCALE: "=50'
1
3`s:C-0293
Mnso.am
HATE
06-30-2017
m
STREAM BUER IMPAM EX IT — E-20
MCADAMS

i
w
IL.. ---
Cn 1�
W
W
AREA REQUIRES WETLAND
MITIGATION PER 6.1.14
(D)(2)(d) 260 SF
LEGEND
STREAM G
(D)(2)(d) 34 SF
-16" SAN. SEWER
�y�yyyi �
';�yyiyyyy�w
GRAPHIC SCALE
50 0 25 50 100
1 inch = 50 ft.
PROJECT NO. JPM-16010 ,
L BEAVER CREEK SEWER OUTFALL IJ
FILENAME: JPM1601 O—E2 THE JOFINRMCADAMS
COMPANY, INC.
2905 Meridian Parkway
SCALE: 1 "=50' APEX, NORTH CAROLINA
Durham, North Carolina 27715
STREAM BUFFER E"AM EN=rr - E-21 csoo� 7ss`5s4s No M�aa2n9,sco.�m
m HATE, 06-30-2017 MCADAMS
PARALLEL ZONE 1 IMPACTS — 294 SF (0.01 AC)
21A — 260 SF (0.01 AC)
21 B — 34 SF
PERPENDICULAR ZONE 1 IMPACTS — 2,315 SF (0.05 AC)
00000000 0 0 0 0 0 0
000000000000000
21A — 1,271 SF 0.03 AC
( )
00000000000000
21B — 1,044 SF (0.02 AC)
PARALLEL ZONE 2 IMPACTS — 3,671 SF (0.09 AC)
21A — 2,130 SF (0.05 AC)
21B — 1,541 SF (0.04 AC)
PERPENDICULAR ZONE 2 IMPACTS — 1,064 SF (0.03 AC)
21A — 313 SF (0.01 AC)
21B — 751 SF (0.02 AC)
PARALLEL ZONE 3 IMPACTS — 5,950 SF (0.14 AC)
0 00000000000000
000000000000000
21A — 1,959 SF (0.4 AC)
000000000000000
21B — 3,991 SF (0.09 AC)
-16" SAN. SEWER
�y�yyyi �
';�yyiyyyy�w
GRAPHIC SCALE
50 0 25 50 100
1 inch = 50 ft.
PROJECT NO. JPM-16010 ,
L BEAVER CREEK SEWER OUTFALL IJ
FILENAME: JPM1601 O—E2 THE JOFINRMCADAMS
COMPANY, INC.
2905 Meridian Parkway
SCALE: 1 "=50' APEX, NORTH CAROLINA
Durham, North Carolina 27715
STREAM BUFFER E"AM EN=rr - E-21 csoo� 7ss`5s4s No M�aa2n9,sco.�m
m HATE, 06-30-2017 MCADAMS

�� ��°oo wwlwwWwwwww� \
oo w
0000 w \ 16" SAN. SEWER
0000 wwwwwwWww \
`a
♦ \ W w w wa \° w w w�ww� \\\
\\ w o w w
000° �WwwwWW`WWw�
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\\\ \ \w\ \ °�°° ww\ www \mow \
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SSMH-117
O
IMPACT 22 \ �� ���O A� WETLAND W5
O O
\\\wwww �w�wwWw\`O °pO°00° �/ \
CR �Ml
0
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�O0
EXISTING 30'
UTILITY EASEMENT \I� 000 Oa00 w w
O
�
STREAM A
STREAM CENTERLINE
STREAM TOP OF BANK
\ www www�ww ,�<
7 '
PROPOSED
\ \ VARIABLE WIDTH
\ UTILITY EASEMENT
Www \
�w w
��www
> p0 w
0
00
1*000
0
I100
LEGEND
PARALLEL ZONE 2 IMPACTS - 1,949 SF (0.04 AC)
000000000000000
000000000000000 PARALLEL ZONE 3 IMPACTS - 13,167 SE (0.30 AC)
000000000000000
16" SAN. SEWER
\ \ 00
Y/
GRAPHIC SCALE
50 0 25 50 100
1 inch = 50 ft.
PROJECT NO. JPM-16010 ,
L THE JOFINRMCADAMS
BEAVER CREEK SEWER OUTFALL IJ
JPM1601 O—E2
FILENAME:
COMPANY, INC.
2905 Meridian Parkway
SCALE: 1 "=50' APEX, NORTH CAROLINA
m
Durha, North Carolina 27715
STREAM BUFFER IldPAM F.ICM T - E-22 'OO) 7 License - No.: �aa2n9,s'*7
En HATE, 06-30-2017 1V1(:I�DAMS

1
I
I
o
' PROPOSED — — —
IMPACT 23A TEMPORARY UTILITY EASEMENT
CONSTRUCTION
EASEMENT EXISTING W
16" SAN. SEWER ]H[OL]LAND RP
CONSTRUCTION MAT l— — /C SSMH-122000 ' w
ISTI'3��
❑ ❑ ❑ ❑ o U IIUTrEASEM NNL
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to ❑ ❑ ❑ SSMH-119
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16" SAN. SEWER
/ z
SS 21 ' / 1 / WETLAND 6
SSMH-120\ 16" SAN. SEWER
TEMPORARY / %
CONSTRUCT16 / MPACT 23B
EASEMENT
STREAM CENTERLINE
STREAM A
LEGEND
PARALLEL ZONE 1 IMPACTS -
3,497 SF (0.08 AC)
23A - 296 SF (0.01 AC)
23B - 3,201 SF (0.07 AC)
PARALLEL ZONE 2 IMPACTS
- 3,667 SF (0.08 AC)
23A - 1,071 SF (0.02 AC)
23B - 2,596 SF (0.06 AC)
❑ 00000000000000 PARALLEL ZONE 3 IMPACTS
- 5,584 SF (0.13 AC)
❑❑❑❑❑❑❑❑❑❑❑❑❑❑❑
23A - 2,076 SF (0.05 AC)
❑❑❑❑❑❑❑❑❑❑❑❑❑❑❑
23B - 3,508 SF (0.08 AC)
L PROJECT NO. JPM-16010
FILENAME: JPM16010—E2
SCALE: 1"=50'
En DATE: 06-30-2017
STREAM TOP OF BANK
M
GRAPHIC SCALE
50 0 25 50 100
1 inch = 50 ft.
BEAVER CREEK SEWER OUTFALL
APEX, NORTH CAROLINA
STREAM BUFFER IIdPACTS EXEIIBIT - E-23
THE JOHN R , INC.
S
COMPANY, INC..
IW 2905 Meridian Parkway
Durham, North Carolina 27713
License No.: C-0293
d tl1L/�1. AMS '0""-5646•McAdamsCo.com

I
I
16" SAN. SEWER
STREAM A J
STREAM CENTERLINE —
STREAM TOP OF BANK
>T .F (-FNTI
�7 i
]EXIST G /
HOLLAND RD /
� � I
PROPOSED 30' \
UTILITY EASEMENT I
FUTURE 30' SANITARY SEWER EASEMENT J
(SEE WEST VILLAGE - NORTH
CONSTRUCTION DRAWINGS)
PARALLEL ZONE 1 IMPACTS - 60 SF
PARALLEL ZONE 2 IMPACTS - 3,201 SF (0.07 AC)
yy��w
16" SAN. SEWER
GRAPHIC SCALE
X00000000000000 50 0 25 50 100
000000000000000 PARALLEL ZONE 3 IMPACTS - 9,394 SF (0.22 AC)
000000000000000
1 inch = 50 ft.
PROJECT NO. JPM-16010
L
FILENAME: JPM16010-E2
SCALE: 1"=50'
En DATE, 06-30-2017
BEAVER CREEK SEWER OUTFALL
APEX, NORTH CAROLINA
STREAM BUFFER EMIPACTS EMMrr - E-24
THE JOHN R , INC.
S
COMPANY, INC..
IW 2905 Meridian Parkway
Durham, North Carolina 27713
License No.: C-0293
dtl CADAMS '0""-5646•McAdamsCo.com

WETLAND W7
�y �y . . . . . . . . . . l
� yyy�yyyyyyyy � 'y �
y�
SSMH-126
y y y may_ -yamy �► L
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UTILITY EASEMENT
STREAM A J
STREAM CENTERLINE
STREAM TOP OF BANK
O �
LEGEND
q
N
LEGEND
q
PARALLEL ZONE 2 IMPACTS — 1,868 SF (0.04 AC)
GRAPHIC SCALE
X00000000000000
000000000000000
50
PARALLEL ZONE 3 IMPACTS — 11,188 SF (0.26 AC)
0 25 50
100
000000000000000
1*4m
1 inch = 50 ft.
00
X:\Proiects\JPM\JPM-16010\Water—Wastewater\Exhibits\Wetiand Im act Current Drowin s JPM16010—E2 Sheets 24 — 30 .dw , 7/2/2018 2:08:15 PM, Weaver, Lee
L
PROJECT NO. JPM-16010
BEAVER CREEK SEWER OUTFALL
IJ
THE JOHN R McADAMS
FILENAME:
JPM16O1O-E2
COMPANY, INC.
APEX, NORTH CAROLINA
Durham,
2905 Meridian Parkway
North Carolina 27715
SCALE:
1 =50'
�,
STREAM BUFFER EMIPACTS EMMIT - E-25
MCADAMS
isool 7 License No.: C-0293
HATE, 06-30-2017

/ — — 12" SAN. SEWER
/ p
0
SSMH-12� O° 0 0
O 000
o
00
0000°° 0000
/ 00° o
00 00
Oo00o000 00Oo
0°000 00 OOOOo j , _ _ _ J
- bo 0o°
12" SAN. SEWER
/ -000 060
00
0
0
,
,
1
LEGEND
,
,
,
PROPOSED 30'
UTILITY EASEMENT
tiF
IMPACT 26
STREAM TOP OF BANK
-STREAM A
STREAM CENTERLINE
- — WETLAND W10
PARALLEL ZONE 2 IMPACTS - 857 SF (0.02 AC)
GRAPHIC SCALE
X00000000000000
000000000000000
50
PARALLEL ZONE 3 IMPACTS — 9,725 SF (0.22 AC)
0 25 50 100
000000000000000
1 inch = 50 ft.
000
X:\Proiects\JPM\JPM-16010\Water—Wastewater\Exhibits\Wetiand Im act Current Drowin s JPM16010—E2 Sheets 24 — 30 .dw , 7/2/2018 2:08:23 PM, Weaver, Lee
L
PROJECT NO. JPM-16010
BEAVER CREEK SEWER OUTFALL
IJ
1I -IE JOHN R McADAMS
FILENAME:
JPM16O1O-E2
COMPANY, INC.
APEX, NORTH CAROLINA
2905 Meridian Parkway
Durham, North Carolina 27715
SCALE: "=50'
1
License
7:Ma°naa2n9,sc
HATE,
�,
STREAM BUFFER EMIPACTS EXMIT - E-26
1V1CI�DAMS
'OO o.aam
06-30-2017

WETLAND W10 *4w
SAN. SEWER
\ i yyyy l
......yyyy _ .
y ............ y � SSM'I�-141
........yyyy .
0 0
..y yyyyyyyy.�..yyyy � °0 0
12" SAN. SEWER
\ o
/ / \ SSMH-129
/ p o0 0 \ \
IMPACT A o o p \ \
0 Q" o° i 8"\\SAN. SEW�R
0 0 00
00 °0 0 ,�' / SSMH-130 \\
oo O
000
O O / 8\ SAN. SERVER
SSMH-128/ \ po o° p '�//--/ 0 0 0 00 \�
O O 00 '
00
'cc
vo /
Apo p
12" SAKI. SEWE
° � ��
\ j STREAM C \ \ \��� IMPACT 27B
SSMH-13
STREAM A
PROPOSED 30'_ �
\ UTILITY EASEMENT _tXIaTING CULVERT '
STREAM CENTERLINE `
STREAM TOP OF BANK SEE 28A ON
SHEET E-28
LEGEND
PARALLEL ZONE 1 IMPACTS
27B - 1,070 SF (0.02 AC)
0 0 0 0 0 0 0 0 0 0 0 0 0 0
PERPENDICULAR ZONE 1 IMPACTS
0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
27B - 965 SF (0.02 AC)
0 0 0 0 0 0 0 0 0 0 0 0 0 0
PARALLEL ZONE 2 IMPACTS - 4,874 SF (0.11 AC)
27A - 3,420 SF (0.08 AC)
27B - 1,454 SF (0.03 AC)
PERPENDICULAR ZONE 2 IMPACTS - 1,005 SF (0.02 AC)
27A - 409 SF (0.01 AC)
27B - 596 SF (0.01 AC)
PARALLEL ZONE 3 IMPACTS
100000000000000
000000000000000
27A - 10,377 SF (0.24 AC)
000000000000000
PROJECT NO. JPM-16010
L
FILENAME: JPM16010-E2
SCALE: 1"=50'
En DATE: 06-30-2017
GRAPHIC SCALE
50 0 25 50 100
1 inch = 50 ft.
BEAVER CREEK SEWER OUTFALL
APEX, NORTH CAROLINA
STREAM BUFFER IldPACTS EXEIIBIT - E-27
THE JOHN R S
COMPANY,, INC. INC.
2905 Meridian Parkway
Durham, North Carolina 27713
License No.: C-0293
dtl CADAMS [phone]•McAdamsCo.com

131
�\
IMPACT 28A
b \
IMPACT 28C
PROPOSED 20'
UTILITY EASEMENT
-132 \ \
8" SAN. SEWER
moo\ \ G�
Vo \ IMPACT 28B\
SSMH-132
1 STREAM C c'
STREAM OP OF BANK
\ \ SSMH-132
-------------
\ -1
1
LEGEND
•••••••••••••••
•••••••••••••••
"A 014 WIN R ►/►1►/►N R /►N R /►/►14 /R0
N� MIN r
...............
......... NE 0 so .
...............
L PROJECT NO. JPM-16010
FILENAME: JPM16010—E2
SCALE: 1"=50'
En DATE, 06-30-2017
PERPENDICULAR ZONE 1 IMPACTS
28A - 147 SF
PARALLEL ZONE 1 IMPACTS - 1,211 SF (0.02 AC)
28B - 574 SF (0.01 AC)
28C - 637 SF (0.01 AC)
PARALLEL ZONE 2 IMPACTS - 1,074 SF (0.02 AC)
28A - 105 SF
28B - 489 SF (0.01 AC)
28C - 480 SF (0.01 AC)
PARALLEL ZONE 3 IMPACTS - 6,612 SF (0.15 AC)
28A - 284 SF (0.01 AC)
28B - 595 SF (0.01 AC)
28C - 5,733 SF (0.13 AC)
GRAPHIC SCALE
50 0 25 50 100
1 inch = 50 ft.
BEAVER CREEK SEWER OUTFALL
APEX, NORTH CAROLINA
STREAM BUFFER EMIPACTS E.NMrr - E-28
THE JOHN R S
COMPANY,, INC. INC.
2905 Meridian Parkway
Durham, North Carolina 27713
License No.: C-0293
dtl CADAMS 'OO"33-5646•McAdamsCo.7

8" SAN. SEWER
PROPOSED 20'
UTILITY EASEMENT
\ \\ \ 8" SAN. SEWER
�Tv1P\ACT 29
SSMH-135
O °� \
S�MH-1J6 \\
^D\ \ \\ \ \
8" SAN. SEWER \ \
\ \ \ \ \ \\
---- \\����� \•\��� \\moo oma
00
STREAM TOP OF BANK \ ��� _ \ V, \ '
I
i
I
I
I I
LEGEND
z
GRAPHIC SCALE
X00000000000000
000000000000000
50
PARALLEL ZONE 3 IMPACTS — 9,606 SF (0.22 AC)
0 25 50
100
000000000000000
1 inch = 50 ft.
000
X:\Proiects\JPM\JPM-16010\Water—Wastewater\Exhibits\Wetiand Im act Current Drowin s JPM16010—E2 Sheets 24 — 30 .dw , 7/2/2018 2:08:49 PM, Weaver, Lee
L
PROJECT NO. JPM-16010
BEAVER CREEK SEWER OUTFALL
IJ
THE JOHN R McADAMS
FILENAME:
JPM16O1O-E2
COMPANY, INC.
APEX, NORTH CAROLINA
2905 Meridian Parkway
Durham, North Carolina 27715
SCALE: "=50'
1
7 3`5s4s : M Ada2n9,sco.aam
HATE,
Ph
�,
STREAM BUFFER IMPACTS E)=IT - E-29
MCADAMS
isool
06-30-2017

\
\ 8" SAN-. —SEWER
'\ \
IMPACT 0
SSMH X37 \
I \
' \ STREAM C \
' \ STREAM TOP OF BANK
\ `SSMH-138 _
PROPOSED 20'
UTILITY EASEMENT
\ .7
0 � 0 -- 92+00 9'+gQN. SEWER
\ � o0 0000 —\
_ WETLAND W11
y y y
--- � y y y y y y y y y y y
y y y� �y� y y y y y
y y� y y y y
y y y y y y y y y y y y y y y y
\\\ y y y y y y y y y y y y y y y
LEGEND
i�
GRAPHIC SCALE
X00000000000000
000000000000000
50
PARALLEL ZONE 3 IMPACTS — 2,958 SF (0.07 AC)
0 25 50
100
000000000000000
1*4m
1 inch = 50 ft.
00
X:\Proiects\JPM\JPM-16010\Water—Wastewater\Exhibits\Wetiand Im act Current Drowin s JPM16010—E2 Sheets 24 — 30 .dw , 7/2/2018 2:08:57 PM, Weaver, Lee
L
PROJECT NO. JPM-16010
BEAVER CREEK SEWER OUTFALL
IJ
THE JOHNR MCADAMS
FILENAME:
JPM1601 O—E2
COMPANY, INC.
APEX, NORTH CAROLINA
2905 Meridian Parkway
Durham, North Carolina 27715
SCALE: "=50'
1
3`s:C-0293
Mnso.am
HATE
06-30-2017
STREAM BUER IMPAM EX IT - E-30
MCADAMS

C
0
L
O
C
O
c
O
N
L
O
v
0
M
m
0
00
00
w2
N
N
n
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I
0
0
m
M
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0
0
C
C
a�
0
U
O
a
X
100 DR -
EXISTING
TYPE ZONE 3 E VANS RD
RIPARIAN BUFFER zzz
1 I \
PROPOSED TEMPORARY
1 CONSTRUCTION EASEMENTS
1 TYPE ZONE 1
I 11 RIPARIAN BUFFER
I I TYPE ZONE - 2 1 / / SSMH-107\ \ I
RIPARIAN BU / --/� i^� '/� JI SSMH 109
SSMH-108 /
HATCHING DENOTES
WETLAND AREA (TYP.)
„
,
,
P '
10
4 __��v �v
•j ,'
,
,
„ •
I ,
I � I SSMH-102 � J
„
el
SSMH-105
_
SSMH-106
_j
I I — — /
•
1
CONSTRUCTION MAT (TYP.)
SSMH-104
77
EXISTING 30' TOWN OF i / SSMH-110"� �— — — _ -
7 \
�j.
/ APEX SANITARY SEWER / I I \ \ I \ \ \� \ / ( \
�? EASEMENT / I ( SSMH-113
SSMH-103 I I / \\ —II ------------- --
/ SSMH-112
STREAM CENTERLINC- - - - - - - - _ _ _ SSMH-111
PROPOSED ADDITIONAL 15' / / STREAM TOP OF BANK
TOWN OF APEX SANITARY 1 I
1 / � � ------------ - -'
SEWER EASEMENT
PROPOSED 30' TOWN OF
APEX SANITARY SEWER
EASEMENT
GRAPHIC
100 0 50 100 200
1 inch = 100 ft.
9+5010+00 11+00 12+00 13+00 14+00 15+00 16+00 17+00 18+00 19+00 20+00 21+00 22+00 23+00 24+00 25+00 26+00 27+00 28+00 29+00 30+00 31+00 32+00 33+00 34+00 35+00 36+00 37+00 38+00 39+00 40+00
LF 18" C900 DR -18
FINAL DRAWING - NOT RELEASED FOR CONSTRUCTION
REVISIONS:
OWNER:
TOWN OF APEX
105-B U P C H U R C H ST.
APEX, NC 27502
McADAms
THE JOHN R.McADAMS
COMPANY, INC.
2905 Meridian Parkway
Durham, North Carolina 277131
License No.: C-0293
919. 361. 5000 ■ McAdamsCo.com
PROJECT N0. JPM-16010
PLAN AND PROFILE
SANITARY SEWER OUTFALL, STA. s+5o THRu S TA. 40+00
BEAVER CREEK SEWER OUTFALL
STREAM, D AND BUFFER IMPACT MAPS
APEX, NORTH CAROLINA
sB�r NO.
p—�
0..
FILENAME: ,JPM1601O—P1.DWG
CHECKED BY: MS
'N MCADAMS
DRAWN BY:
HORIZ. SCALE: » = 100 >
PRINT DATE:
VERT. SCALE: 1" = 100'
DATE: 06-22-17

00
O
N
N
n
O+
3
v
FL
I
0
0
m
M
a
N
O
C
�3
0
0
C:
a�
U
O
O
a
E
FINAL DRAWING - NOT RELEASED FOR CONSTRUCTION
REVISIONS:
OWNER:
TOWN OF APEX
105-B U P C H U R C H ST.
APEX, NC 27502
MCADAMS
THE JOHN MCADAMS
R
COMPANY, INC.
2905 Meridian Parkway
D,irriaiNorth .:Colina 27713
License No.: C-0293
919. 361. 5000 m MCAdamsCo.com
PROJECT N0. �JPM-16010
PLAN AND PROFILE
SANITARY SEWER OUTFALL, STA. 40+00 THRU STA. 73+00
BEAVER CREEK SEWER OUTFALL
STREAM, D AND BUFFER IMPACT MAPS
APEX, NORTH CAROLINA
sB�r NO.
P-2
0 ..
FILENAME: J P M 1 601 O— P 1. D WG
CHECKED BY: MS
'� MCADAMS
DRAWN BY:
HORIZ. SCALE: >
1 = 100
PRINT DATE:
VERT. SCALE: 1"
= 100,
DATE: 06-22-17

E
X
PROPOSED 30' TOWN 0
APEX SANITARY SEWER
EASEMENT
F(SSMH-144 /
SSMH ��3 � �� • � kq, ( ���\ � � � �\
\<\ % STREAM A
STREAM TOP OF \
BANK
�N
/SS M1H- 4 2 \\ ,\V 1\
SSMH_- 1410
/ 10
�, o o \®\\ EXISTING
i J" �I i I a N FELLY RD
r _j I."•' '. " j (60' PUBLIC R/W) \
1/J I I S�`MH-1'19 / i \ r / \ \
SSMH-131
/ JSMH-128
i
SSMH-133
\
\
EXISTING \
HIGHWAY 540
PROPOSED 20' TOWN OF EXISTING 50' TOWN OF \
APEX SANITARY SEWER APEX SANITARY SEWER \
�j EASEMENT EASEMENT
SSMH-134 SSMH-135
SSMH-136 TYPE ZONE 3
fj/rRIPARIAN BUFFER
SSMH-139 �
SSMH-137
\-- \ \ \\\\\\ — SSMH-138
SSMH-130 \ \ \
SSMH-132 \ \ \
PROPOSED 30' TOWN OF
APEXSANITARY SEWEREASEMENT
\ \
STREAM TOP OF BANK \
TYPE ZONE 1 \
STREAM CENTERLINE RIPARIAN BUFFER \
TYPE ZONE 2
RIPARIAN BUFFER\
\ e=�� ` � � — -ice —�— — —� �\\\ _• �, � �� � \\\ \� — — — i � _ � � j�Ega��
73+00 74+00 75+00 76+00 77+00 78+00 79+00 80+00 81+00 82+00 83+00 84+00 85+00 86+00 87+00 88+00 89+00 90+00 91+00 92+00 93+00 94+00 95+0095+50
SSMH-140
00 LF 1:
-.20%
HATCHING DENOTES
WETLAND AREA (TYP.)
GRAPHIC SCALE
100 0 50 100 200
1 inch = 100 ft.
340 340
12+00 13+00 14+00 15+00 16+00 17+00 18+00
We
SS
FINAL DRAWING - NOT RELEASED FOR CONSTRUCTION
REVISIONS:
OWNER:
TOWN OF APEX
105-B U P C H U R C H ST.
APEX, NC 27502
McADAms
THE JOHN R.McADAMS
COMPANY, INC.
2905 Meridian Parkway
Durham, North Carolina 27713HORIZ.
License No.: C-0293
919. 361. 5000 ■ McAdamsCo.com
PROJECT N0. JPM-16010
PLAN AND PROFILE
SANITARY SEWER OUTFALL, STA. 73+00 THRU STA. 18+00
BEAVER CREEK SEWER OUTFALL
STREAM, D AND BUFFER IMPACT MAPS
APEX, NORTH CAROLINA
sB�r NO.
P-3
0..
1
FILENAME: ,JPM1601O—P1.DWG
CHECKED BY: MS
'� MCADAMS
DRAWN BY:
SCALE: >
1 = 100
PRINT DATE:
VERT. SCALE: 1" = 100'
DATE: 06-22-17

TYPE ZONE 3
WETLAND IMPACTS
STREAM IMPACTS
EXHIBIT
#
PERMANENT -NO
PERMANENT LOSS
IMPACT AREA (SF)
TEMPORARY
WETLAND
IMPACTS (SF)
32
-
-
33
3,822
-
34
3,153
-
TYPE ZONE 3
GENERAL NOTES:
1. TEMPORARY STREAM IMPACTS WILL BE BROUGHT BACK TO
PRE -CONSTRUCTION STREAM BED ELEVATIONS AND STREAM BANKS WILL BE
STABILIZED.
2. TEMPORARY WETLAND IMPACTS WILL BE BROUGHT BACK TO
PRE -CONSTRUCTION CONTOURS AND RE -VEGETATED WITH A WETLAND SEED
MIX.
3. EXCAVATED MATERIALS WILL BE RETURNED TO THE EXCAVATED AREAS AND
ANY REMAINING MATERIALS WILL BE DISPOSED OF IN UPLANDS.
4. CLEARED WETLAND AREAS SHALL BE RE -VEGETATED TO THE MAXIMUM
EXTENT PRACTICABLE WITH NATIVE SPECIES OF CANOPY, SHRUB, AND
HERBACEOUS SPECIES. FESCUE GRASS SHALL NOT BE USED (4.1.9 OF
NATIONWIDE PERMIT).
5. USE OF RIP -RAP OR ANY OTHER ENGINEERED STRUCTURES TO STABILIZE A
STREAM BED SHOULD BE AVOIDED TO THE MAXIMUM EXTENT PRACTICABLE.
IF RIP -RAP STABILIZATION IS NEEDED, IT SHOULD BE PLACED ONLY ON
THE STREAM BANKS, OR, IF IT IS NECESSARY TO BE PLACED IN THE
STREAM BED, THE FINISHED TOP ELEVATION OF THE RIP -RAP SHOULD NOT
EXCEED THAT OF THE ORIGINAL STREAM BED (4.1.11 OF NATIONWIDE
/�� RIPARIAN BUFFER \
PROPOSED 40' SANITARY
SEWER EASEMENT
PROPOSED 30' SANITARY
/ /SSMH-200 - - - - SEWER EASEMENT
SSMH-204 i
/ 12+00 , SSMH-205
�_ _ \ ,
-
SSMH 201
--------------------�_�.__ _ _ � ' TYPE ZONE 1 /
TYPE ZONE 2 RIPARIAN BUFFER / / \
/ - J---- _
--
•�
ol
� �2°; !-„-,-,-,-V,,�-----_-_------------- - RIPARIAN BUFFER
/-------- --- __- TYPE ZONE2 3
o \ _
\.� T \ \ \ \
.1 RIPARIAN NBUFFER
oo
� � X •,••,..� •_.._.._.._.._.._.._.._. � \ — — �` ' � — — STREAM B
\ \ / PROPOSED 30' SANITARY _.._.._..� \ \ \ `1 '\ 1 \ % ' / / / _ _ _ / / / 0 / _
� SEWER EASEMENT-----------------
•• � , \ ;'� � /,i/" � � � �
STREAM A
STREAM CENTERLINE--�----­77-- ------
STREAM TOP OF BANK L.� ' L L L L L L \� i! �\ L ,/ AV // -- '
EXISTING \ / - --- !9
�. KELLY ROAD , � � � � � � ,� � ,� \ - , , \�\ - � ••. ,• %•
.` � , x
/
o .� ,-
ILL
10000
WETLAND W9
EXHIBIT - E-32
x
TYPE ZONE 1 —
RIPARIAN BUFFER
SSMH-203
�.�.. ' SSMH-202
EXHIBIT - E-33
EXHIBIT - E-34
EXISTING
HIGHWAY 540
GRAPHIC SCALE
50 0 25 50 100
1 inch = 50 ft.
PRELIMINARY DRAWING - NOT RELEASED FOR CONSTRUCTION
Co 0
� v
•C
t`
CNm
X9'0
C4
09-0
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wawa
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pwq co1.4
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PROJECT N0. ROB -18000
FILENAME:R OB 18000- OA E 1
CHECKED BY: CB
DRAWN BY: AP
SCALE: 1 "=50'
DATE: 05-11-18
SHEET N0.
O-5
TI MCADAMS
STREAM IMPACTS
EXHIBIT
#
PERMANENT- NO
PERMANENT LOSS STREAM
IMPACT AREA (SF)
PERMANENT -NO
PERMANENT LOSS STREAM
IMPACT LENGTH (LF)
TEMPORARY
STREAM IMPACT
AREA (SF)
TEMPORARY
STREAM IMPACT
LENGTH (SF)
32
-
-
-
-
33
129
15
125
15
34 1
-
-
-
-
GENERAL NOTES:
1. TEMPORARY STREAM IMPACTS WILL BE BROUGHT BACK TO
PRE -CONSTRUCTION STREAM BED ELEVATIONS AND STREAM BANKS WILL BE
STABILIZED.
2. TEMPORARY WETLAND IMPACTS WILL BE BROUGHT BACK TO
PRE -CONSTRUCTION CONTOURS AND RE -VEGETATED WITH A WETLAND SEED
MIX.
3. EXCAVATED MATERIALS WILL BE RETURNED TO THE EXCAVATED AREAS AND
ANY REMAINING MATERIALS WILL BE DISPOSED OF IN UPLANDS.
4. CLEARED WETLAND AREAS SHALL BE RE -VEGETATED TO THE MAXIMUM
EXTENT PRACTICABLE WITH NATIVE SPECIES OF CANOPY, SHRUB, AND
HERBACEOUS SPECIES. FESCUE GRASS SHALL NOT BE USED (4.1.9 OF
NATIONWIDE PERMIT).
5. USE OF RIP -RAP OR ANY OTHER ENGINEERED STRUCTURES TO STABILIZE A
STREAM BED SHOULD BE AVOIDED TO THE MAXIMUM EXTENT PRACTICABLE.
IF RIP -RAP STABILIZATION IS NEEDED, IT SHOULD BE PLACED ONLY ON
THE STREAM BANKS, OR, IF IT IS NECESSARY TO BE PLACED IN THE
STREAM BED, THE FINISHED TOP ELEVATION OF THE RIP -RAP SHOULD NOT
EXCEED THAT OF THE ORIGINAL STREAM BED (4.1.11 OF NATIONWIDE
/�� RIPARIAN BUFFER \
PROPOSED 40' SANITARY
SEWER EASEMENT
PROPOSED 30' SANITARY
/ /SSMH-200 - - - - SEWER EASEMENT
SSMH-204 i
/ 12+00 , SSMH-205
�_ _ \ ,
-
SSMH 201
--------------------�_�.__ _ _ � ' TYPE ZONE 1 /
TYPE ZONE 2 RIPARIAN BUFFER / / \
/ - J---- _
--
•�
ol
� �2°; !-„-,-,-,-V,,�-----_-_------------- - RIPARIAN BUFFER
/-------- --- __- TYPE ZONE2 3
o \ _
\.� T \ \ \ \
.1 RIPARIAN NBUFFER
oo
� � X •,••,..� •_.._.._.._.._.._.._.._. � \ — — �` ' � — — STREAM B
\ \ / PROPOSED 30' SANITARY _.._.._..� \ \ \ `1 '\ 1 \ % ' / / / _ _ _ / / / 0 / _
� SEWER EASEMENT-----------------
•• � , \ ;'� � /,i/" � � � �
STREAM A
STREAM CENTERLINE--�----­77-- ------
STREAM TOP OF BANK L.� ' L L L L L L \� i! �\ L ,/ AV // -- '
EXISTING \ / - --- !9
�. KELLY ROAD , � � � � � � ,� � ,� \ - , , \�\ - � ••. ,• %•
.` � , x
/
o .� ,-
ILL
10000
WETLAND W9
EXHIBIT - E-32
x
TYPE ZONE 1 —
RIPARIAN BUFFER
SSMH-203
�.�.. ' SSMH-202
EXHIBIT - E-33
EXHIBIT - E-34
EXISTING
HIGHWAY 540
GRAPHIC SCALE
50 0 25 50 100
1 inch = 50 ft.
PRELIMINARY DRAWING - NOT RELEASED FOR CONSTRUCTION
Co 0
� v
•C
t`
CNm
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09-0
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(4
PROJECT N0. ROB -18000
FILENAME:R OB 18000- OA E 1
CHECKED BY: CB
DRAWN BY: AP
SCALE: 1 "=50'
DATE: 05-11-18
SHEET N0.
O-5
TI MCADAMS

� tJ1
SSMH-201
PROPOSED 30'
UTIUTY EASEMENT / 66 �� / ✓
PROPOSED 40'
UTIUTY EASEMENT
Xo�
WETLAND W9
/// ///j / STREAM A
110,
'� �j/// / /� STREAM CENTERLINE
/ �� �� /// STREAM TOP OF BANK
SSMHt-296
STREAM A
r /,�/
/Z PROPOSED 30'
/LITY EASEMENT
FUTURE SSMH=143
/ „ 1 IMPACT 13
/\ (SEE SHEET E-13 OF BEAVER
���ll 1 \� \ CREEK SEWER OUTFALL)
TEMPORARY STREAM IMPACT
FUTURE SSMH-144
EXISTING
HOLLAND RD
LEGEND
L
PROJECT N0. ROB -18000
A
FILENAME: ROB18000—E1
SCALE:
m
1"=50'
HATE: 05-11-18
WETLANDS
GRAPHIC SCALE
50 0 25 50 100
1 inch = 50 ft.
ROBUCK KELLY SEWER OUTFALL
APEX, NORTH CAROLINA
STREAM AND WETLAND IMPACTS F.I= T - E-32
�J 7=XMILMADAM OOo�mNl, IIR:.
2905 MwicUan Parkway
Durban, North Camll— 27719
w ' ,.• ` Ileac No.: C -O293
MCADAs 919.381.5000 • McAdamaCo.con

WETLAND W9
� I
' STREAM B
azo
ZONE 2�
I
znn�
KEYED IN RIP RAP
I � 9
12" -SS X16+ —rs+oo
W
IMPACT 32
WETLAND W9
LEGEND
L
PROJECT N0. ROB -18000
A
FILENAME: ROB18000—E1
SCALE:
m
1"=50'
DATE: 05-11-18
WETLANDS
PERMANENT—NO
PERMANENT LOSS
WETLAND IMPACT
STREAM CENTERLINE
STREAM TOP OF BANK
STREAM A
PERMANENT—NO PERMANENT LOSS WETLAND IMPACTS — 3,822 SF (0.09 AC)
PERMANENT—NO PERMANENT LOSS STREAM IMPACT — 129 SF 15 LF
TEMPORARY STREAM IMPACT — 125 SF 15 LF
PROPOSED 30'
UTILITY EASEMENT
SSMH-202
GRAPHIC SCALE
50 0 25 50 100
6m m��IIIIIIIIIIIII
1 inch = 50 ft.
ROBUCK KELLY SEWER OUTFALL
APEX, NORTH CAROLINA
STREAM AND WETLAND EMPACfS E]aMrr - E-38
�J 7HE JCM OONM�%
Nl, IIR:.
2905 MwicUan Parkway
Durban, North Camll— 27719
w ' ,.• ` Ileac No.: C -O293
MCADAs 919.381.5000 • McAdamaCo.con

1
1
1
1
1
1 WETLAND W9
Co
Co
W 00, Ss N22+00,— '
1\
W 1 \
i
Cn 1 ` • • ���
1 •�
1 SSMH-203
STREAM A
1
1
LEGEND
L
PROJECT N0. ROB -18000
A
FILENAME: ROB18000-E1
SCALE:
1"=50'
in
DATE: 05-11-18
PROPOSED 30' —
UTILITY EASEMENT
IMPACT 33A
kll�
WWam
e
WETLANDS
e
�� 31 Com- � %�� � • . �\� � � � � � �
�PER� ANENT -NO
PEMANBNT LOSS—
- WELAN� IMPACT
STREAM CENTERLINE —
315
STREAM TOP OF BANK / / \ �j/�j %�///�///f✓ /
STREAM A
PERMANENT -NO PERMANENT LOSS WETLAND IMPACTS - 3,153 SF (0.07 AC)
33A - 435 SF (0.01 AC)
33B - 2,718 SF (0.06 AC)
GRAPHIC SCALE
50 0 25 50 100
1 inch = 50 ft.
ROBUCK KELLY SEWER OUTFALL
APEX, NORTH CAROLINA
STRF" AND WETLAND IIdPACTS EXMrr - E-34
�J 7= JCM OOo�mNl, IIR:.
2905 MwicUan Parkway
Durban, North Camll— 27719
w ' ,.• ` Ileac No.: C -O293
MCADAs 919.381.5000 • McAdamaCo.con

'SSMH-200
m
E
E
x
PROPOSED 40' SANITARY
SEWER EASEMENT
EXHIBIT - E-33
PROPOSED 30' SANITARY
SEWER EASEMENT
EXHIBIT - E-34
OF APEX UNIFIED DEVELOPMENT ORDINANCE -ARTICLE 6 WATERSHED PROTECTION OVERLAY
OTHER THAN PERPENDICULAR CROSSINGS, IMPACTS IN ZONE 2 AND 3 ARE EXEMPT
EXHIBIT - E-35
GRAPHIC SCALE
1 inch = 50 ft.
PRELIMINARY DRAWING - NOT RELEASED FOR CONSTRUCTION
Co 0
� v
•C
t`
CNm
X
A9'N
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0910
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PROJECT N0. ROB -18000
FILENAMEROB18000—OAE2
CHECKED BY: CB
DRAWN BY: AP
SCALE: 1 "=50'
DATE: 05-11-18
SHEET N0.
O-6
�� MCADAMS
PERPENDICULAR
PARALLEL
PERPENDICULAR
PARALLEL
PERPENDICULAR
PARALLEL
EXHIBIT
ZONE 1 BUFFER
ZONE 1 BUFFER
ZONE 2 BUFFER
ZONE 2 BUFFER
ZONE 3 BUFFER
ZONE 3 BUFFER
#
IMPACT AREA (SF)
IMPACT AREA SF
IMPACT AREA (SF)
IMPACT AREA (SF)
IMPACT AREA (SF)
IMPACT AREA (SF)
35
914
-
-
5,886
-
10,644
36
1,978
3,206
1,043
7,117
-
2,648
37
-
1,280
-
6,515
-
4,007
OF APEX UNIFIED DEVELOPMENT ORDINANCE -ARTICLE 6 WATERSHED PROTECTION OVERLAY
OTHER THAN PERPENDICULAR CROSSINGS, IMPACTS IN ZONE 2 AND 3 ARE EXEMPT
EXHIBIT - E-35
GRAPHIC SCALE
1 inch = 50 ft.
PRELIMINARY DRAWING - NOT RELEASED FOR CONSTRUCTION
Co 0
� v
•C
t`
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X
A9'N
0
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d �0
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PROJECT N0. ROB -18000
FILENAMEROB18000—OAE2
CHECKED BY: CB
DRAWN BY: AP
SCALE: 1 "=50'
DATE: 05-11-18
SHEET N0.
O-6
�� MCADAMS

SSMH�2pb
/
I 1
� tJ1
SSMH-201
❑❑❑ 00 00 ry1
/ ❑❑❑° ❑C(❑❑❑❑❑/
/ ❑❑❑ 13
00 0
020 013
PROPOSED 30' ❑ p \ / \
UTILITY EASEMENT ❑
CIOozpg
PROPOSED 40' �/ / /9 b
UTILITY EASEMENT i
000
/ ❑ o / // / WETLAND W9
o
L
/ ❑❑❑I°¢
000°
0
000
P
0
❑00
0000
°
00
oy.❑ i�j/ /// /
o ■ ■ : . ■ i` �VUWIi IIV
D 20
°°
0 0
0
F 1 JR SSMH=143 / / I` Ir ° °
0 a
0°
PROPOSED 30'
/,UlILITY EASEMENT
LEGEND
PAPA
------------------
0 0000000000000
❑❑❑❑❑❑❑❑❑❑❑❑❑❑❑
❑❑❑❑❑❑❑❑❑❑❑❑❑❑❑
L
PROJECT N0. ROB -18000
n
In
FILENAME: ROB180007
SCALE: 1"=50'
DATE: 05-11-18
EXISTING
HOLLAND RD
STREAM A
IMPACT 31
'\'(SEE SHEET E-31 OF BEAVER
CREEK SEWER OUTFALL)
FUTURE SSMH-144
PERPENDICULAR ZONE 1 IMPACTS — 914 SF (0.02 AC)
PARALLEL ZONE 2 IMPACTS — 5,886 SF (0.14 AC)
PARALLEL ZONE 3 IMPACTS — 10,644 SF (0.24 AC)
STREAM CENTERLINE
STREAM TOP OF BANK
GRAPHIC SCALE
50 0 25 50 100
1 inch = 50 ft.
ROBUCK KELLY SEWER OUTFALL
APEX, NORTH CAROLINA
STRFAM BUFFER IIdPACT F.10M T - E-35
TM'� A IL MOADAM
MANY, INC.
2905 Meridian Park ay
Durham, North Carolina 27713
Ilceoee No.: C-0293
919.361.6000 ■ MCA�1a .Com
MCAD1��ts

/
/ WETLAND W9
W r
STREAM CENTERLINE
IMPACT 35A STREAM A
' STREAM TOP OF BANK
LEGEND
0 0 0 0 0 0 0 0 0 0 0 0 0 0
PERPENDICULAR ZONE 1 IMPACTS - 1,978 SF (0.04 AC)
000000000000000
35A - 902 SF (0.02 AC)
00000000000000 1
35B - 1,076 SF (0.02 AC)
PARALLEL ZONE 1IMPACTS
35B - 3,206 SF (0.07 AC)
PARALLEL ZONE 2 IMPACTS - 7,117 SF (0.19 AC)
35A - 334 SF (0.01 AC)
35B - 6,783 SF (0.18 AC)
PERPENDICULAR ZONE 2 IMPACTS - 1,043 SF (0.05 AC)
35A - 601 SF (0.01 AC)
1-1 1—
35B - 442 SF (0.01 AC)
0 0 0000000000000
PARALLEL ZONE 3 IMPACTS - 2,648 SF (0.05 AC)
35A — 1,145 SF (0.03 AC)
000000000000000
000000000000000
35B - 1,503 SF (0.02 AC)
i
' ZONE 3
I
ONEI
2
�
M
/
J
E-1
0Q�pl0
p °00°oo
19$80
le
p p p p p p
p p
WpppO
w
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ppOp
`� oXO o Q000
oo°o ° o
000000do
Co
09 oo0�00
00
. •
SSMH-202
W r
STREAM CENTERLINE
IMPACT 35A STREAM A
' STREAM TOP OF BANK
LEGEND
0 0 0 0 0 0 0 0 0 0 0 0 0 0
PERPENDICULAR ZONE 1 IMPACTS - 1,978 SF (0.04 AC)
000000000000000
35A - 902 SF (0.02 AC)
00000000000000 1
35B - 1,076 SF (0.02 AC)
PARALLEL ZONE 1IMPACTS
35B - 3,206 SF (0.07 AC)
PARALLEL ZONE 2 IMPACTS - 7,117 SF (0.19 AC)
35A - 334 SF (0.01 AC)
35B - 6,783 SF (0.18 AC)
PERPENDICULAR ZONE 2 IMPACTS - 1,043 SF (0.05 AC)
35A - 601 SF (0.01 AC)
1-1 1—
35B - 442 SF (0.01 AC)
0 0 0000000000000
PARALLEL ZONE 3 IMPACTS - 2,648 SF (0.05 AC)
35A — 1,145 SF (0.03 AC)
000000000000000
000000000000000
35B - 1,503 SF (0.02 AC)
L
N0. ROB -18000
lPROJECT
��
ren
FILENAME: R013180007n
SCALE: 1"=50'
HATE: 05-11-18
IMPACT 35B
PROPOSED 30'
UTILITY EASEMENT
GRAPHIC SCALE
50 0 25 50 100
1 inch = 50 ft.
ROBUCK KELLY SEWER OUTFALL
APEX, NORTH CAROLINA
STREAM BUFFER IMPACT El=rr - E-36
�J 7= JCM OOo�mNl, IIR:.
2905 MwicUan Parkway
Durban, North Camll— 27719
w ' �.• ` Ileac No.: C -O293
MCADAs 919.381.5000 • McAdamaCo7

1Tb:mIlw1ND>T3"
LEGEND
�u000000000000000
000000000000000
000000000000000
PROPOSED 30'
UTILITY EASEMENT
SSMH-203 /
wmm
\ EX. 12" SS WITH 36"
o SSMH-204\ STEEL CASING
F K \F \ \
F \ SSMH-205
lljj
Is
Q Q p
p
Q�Q Q\O QQ QQ �
QOQp 3
��/ \ �� �• 4�
//i
AREA REQUIRES W11TLAN/Dj
MITIGATION PER 61.14j�/ �®
(D)(2)(d) 28 sF _ _ A //i////%iii%//45-i
rl`5���
STREAM CENTERLINE /
STREAM TOP OF BANK
IMPACT 36
PARALLEL ZONE 1 IMPACTS — 1,280 SF (0.04 AC)
PARALLEL ZONE 2 IMPACTS — 6,515 SF (0.15 AC)
PARALLEL ZONE 3 IMPACTS — 4,007 SF (0.09 AC)
GRAPHIC SCALE
50 0 25 50 100
1 inch = 50 ft.
PROJECT NO. ROB -18000 ,
L ROBUCK KELLY SEWER OUTFALL IJ ��R>
� FII.ENAa�: ROBI BOOO-E2 COlkeAff, IIQC.
n
SCALE:APEX, NORTH CAROLINA Ilcmee 29D5 North carom z��ls
n y
'
1"=50nnam. se No.: C-0293
vl DATE: 05-11-18 STRFAM BUFFER R"ACT F.NM T - U87 * Ac A TA9 `s
11119.361, 6000 • MrAR"mom .com

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U
X
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— _- -
PROPOSED 30' TOWN OF �(/ /+00 —12" PVC C?O"j?8 _ - -
SANITARY SEWER EASEMENT// \ — — — 395.04
S45'24' 1 ,
ie PVCRj8—
STREAM TOP OF BANK
PROPOSED 40' TOWN OF APEX STREAM A
CAAIITAOV =A= CACC\ICAIT
PROPOSED 30' TOWN OF APEX
SANITARY SEWER EASEMENT
ROBUCK KELLY SEWER OUTFALL
TYPE ZONE 3
RIPARIAN BUFFER
SSMH-205 /
fl4zv /
/
< / // / /�/ /r�iiiww r
•� JJJ/J //
/*
�
X19
9l
G �4�
/ GRAPHIC SCALE
50 0 25 50 100
1 inch = 50 ft.
320
OWNER:
RIBERA DEVELOPMENT LLC
8684 VETERANS HIGHWAY,
SUITE 203
MILLERSVILLE, MD 21108
McADAms
THE JOHN RMcADAMS
COMPANY, INC.
2905 Meridian Parkway
Durham, North Carolina 27713
License No.: C-0293
919. 361. 5000 ■ McAdamsCo.com
PROJECT N0.
ROB -18000
PLAN AND PROFILE
tt n
ROAD A , STA. 9+50 THRU STA. 25+50
ROBUCK KELLY SEWER OUTFALL
APEX, NORTH CAROLINA
SHEET NO.
p 1
Al..
FILENAME: ROB18000-P1.DWG
CHECKED BY: CB
�J
M�ADAM�
DRAWN BY:
HORIZ. SCALE: ,_
1 - 50
INT DATE:
PR05-11-18
1 - 5'
VERT. SCALE: 1 1
DATE`
c oC
320
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0
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M
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310
1
RP
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310
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3611.57 U 1
1:1 W .
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N
300
95.04
=
300
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cn
00
M
0
--A-FU
II M
5
II
UR 12" RJ IP SS
O Z
—
290
290
285
285
9+50
10+00 11+00 12+00 13+00
14+00 15+00 16+00 17+00
18+00
19+00 20+00
21+00 22+00
23+00 24+00 25+00 25+50
(FINAL DRAWING - NOT ]RELEASED FOR CONSTRUCTION
REVISIONS:
OWNER:
RIBERA DEVELOPMENT LLC
8684 VETERANS HIGHWAY,
SUITE 203
MILLERSVILLE, MD 21108
McADAms
THE JOHN RMcADAMS
COMPANY, INC.
2905 Meridian Parkway
Durham, North Carolina 27713
License No.: C-0293
919. 361. 5000 ■ McAdamsCo.com
PROJECT N0.
ROB -18000
PLAN AND PROFILE
tt n
ROAD A , STA. 9+50 THRU STA. 25+50
ROBUCK KELLY SEWER OUTFALL
APEX, NORTH CAROLINA
SHEET NO.
p 1
Al..
FILENAME: ROB18000-P1.DWG
CHECKED BY: CB
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M�ADAM�
DRAWN BY:
HORIZ. SCALE: ,_
1 - 50
INT DATE:
PR05-11-18
1 - 5'
VERT. SCALE: 1 1
DATE`