20190955 Ver 1_PCN Form Submission_20190717

DR
02*10n of Water R"Ourc"
Pre -Construction Notification (PCN) Form
September 29, 2018 Ver 3
Initial Review
Has this project met the requirements for acceptance into the review process?*
r Yes
r No
Is this project a public transportation project?*
r Yes r No
Change only if needed.
BIMS # Assigned *
Version#*
20190955
1
Is a payment required for this project?*
* No payment required
What amout is owed?*
* Fee received
r $240.00
r Fee needed - send electronic notification
r $570.00
Reviewing Office* Select Project Reviewer*
Raleigh Regional Office - [phone] Stephanie Goss:eads\szgoss
Information for Initial Review
1a. Name of project:
Town of Apex Beaver Creek Sanitary Sewer Relocation, Greenway Extension 1A & Relocation
1a. Who is the Primary Contact?*
Deborah Shirley
1b. Primary Contact Email:*
[e-mail]
Date Submitted
7/17/2019
Nearest Body of Water
Beaver Creek; 16-41-10-(0.5)
Basin
Cape Fear
Water Classification
WS -IV; NSW
Site Coordinates
Latitude: Longitude:
35.7319 -78.8918
A. Processing Information
County (or Counties) where the project is located:
Wake
Is this project a public transportation project?*
r Yes r No
1a. Type(s) of approval sought from the Corps:
V Section 404 Permit (wetlands, streams and waters, Clean Water Act)
F Section 10 Permit (navigable venters, tidal waters, Rivers and Harbors Act)
1 b. What type(s) of permit(s) do you wish to seek authorization?
P Nationwide Permit (NWP)
F- Regional General Permit (RGP)
r- Standard (IP)
1c. Primary Contact Phone:*
[phone]

1c. Has the NWP or GP number been verified by the Corps?
r Yes r No
Nationwide Permit (NWP) Number:
NWP Numbers (for multiple NWPS):
14
1d. Type(s) of approval sought from the DWR:
P 401 Water Quality Certification - Regular
F Non -404 Jurisdictional General Permit
F Individual Permit
12 - Utility Lines
1e. Is this notification solelyfor the record because written approval is not required?
For the record only for DWR 401 Certification:
For the record only for Corps Permit:
F 401 Water Quality Certification - Express
P Riparian Buffer Authorization
1f. Is this an after -the -fact permit application?*
r Yes r No
1g. Is payment into a mitigation bank or in -lieu fee program proposed for mitigation of impacts?
r Yes r No
19. Is payment into a mitigation bank or in -lieu fee program proposed for mitigation of impacts?
r Yes r No
Acceptance Letter Attachment
Town of Apex -Beaver Creek Sanitary Sewer Relocation -Greenway Extension DMS Acceptance.pdf
1h. Is the project located in any of NC's twenty coastal counties?
r Yes r No
1j. Is the project located in a designated trout watershed?
r Yes r No
B. Applicant Information
1d. Who is applying for the permit?
W Owner r Applicant (other than owner)
1e. Is there an Agent/Consultant for this project?
r Yes r No
2. Owner Information
2a. Name(s) on recorded deed:
Town of Apex
2b. Deed book and page no.:
DB: 007056, 010872; DP: 00571, 00730
2c. Responsible party:
David B. Hughes
2d. Address
Street Address
PO BOX 250
Address Line 2
City
Apex
Postal / Zip Cade
27502
2e. Telephone Number:
[phone]
2g. Email Address:*
David. [e-mail]
C. Project Information and Prior Project History
1. Project Information
State / Rwime / fbgim
NC
Country
USA
2f. Fax Number:
81.26KB
r Yes r No
rYes rNo
J

1b. Subdivision name:
(ff appropriate)
1c. Nearest municipality/town:
Apex NC
2. Project Identification
2a. Property Identification Number:
0732115380,0732314682
2c. Project Address
Street Address
1701 Kelly Road, 0 Olive Chapel Road
Address Line 2
CKY
Apex
Rstal / Zip Code
27502
3. Surface Waters
3a. Name of the nearest body of water to proposed project:*
Beaver Creek; 16-41-10-(0.5)
3b. Water Resources Classification of nearest receiving water:*
WS -IV; NSW
3c. What river basin(s) is your project located in?*
Cape Fear
3d. Please provide the 12 -digit HUC in which the project is located.
030300020609
4. Project Description and History
2b. Property size:
Approximately 2.28 acres
State / Frovince / Pegun
NC
Country
USA
4a. Describe the existing conditions on the site and the general land use in the vicinity of the project at the time of this application:*
EAsting conditions consist of wooded land, eAsting manholes to be utilized at sanitary sewer project termini (i.e. SSMH - 8 & SSMH - 1), and a portion of an existing greenway. The
existing sanitary sewer to be relocated currently resides south of the project area and along Beaver Creek and it's floodway/floodplain. Existing manholes 8 & 1 from the existing sanitary
sewer will be the start and end point of the relocation. The existing greenway start point is south of Twelve Oaks Lane within Ashley Downs Subdivision and goes westward under NC
Hwy 540, includes a boardwalk over an intermittent stream and then bends north to a multi -use path connection to Kelly Road Park. The greenway extension will start from the
confluence of the multi -use path from the Kelly Road Park connection westward to Kelly Road. The general land use in the vicinity of the project is residential.
4b. Have Corps permits or DWR certifications been obtained for this project (including all prior phases) in the past?*
r Yes r No r Unknown
4d. Attach an 81/2 X11 excerpt from the most recent version of the USGS topographic map indicating the location of the project site. (for DWR)
USGS.pdf
9.34MB
4e. Attach an 8 1/2 X11 excerpt from the most recent version of the published County NRCS Soil Survey map depicting the project site. (for DWR)
SS.pdf 3.18MB
4f. List the total estimated acreage of all existing wetlands on the property:
Approximately 2.59 acres within the evaluation easement
4g. List the total estimated linear feet of all existing streams on the property:
Approximately 1080 linear feet within the evaluation easement
4h. Explain the purpose of the proposed project:*
The purpose of the proposed project is to relocate a sanitary sewer and extend a greenway with a section of the greenway being relocated
4i. Describe the overall project in detail, including indirect impacts and the type of equipment to be used:*
The overall project consists of relocating a sanitary sewer section that is currently within the floodplain of Beaver Creek. This relocation section starts at SSMH-8 located south of
Twelve Oaks Lane within Ashley Downs Subdivision and goes westward connecting to existing SSMH - 1 to the east of Kelly Road. This project also consists of a greenway relocation
and greenway extension. The greenway relocation will relocate a section of greenway north away from Beaver Creek. This section is south of Twelve Oaks Lane within Ashley Downs
Subdivision.
The greenway extension section will start from the confluence of the multi -use path from the Kelly Road Park connection westward to Kelly Road. Specifically the sanitary sewer will be
open cut and the greenway Will be asphalt except for an eAsting boardwalk over an intermittent stream, and a previously authorized boardwalk section at the entrance just east of Kelly
Road. This previously authorized boardwalk section is identified as "Permitted Under Beaver Creek Greenway Extension, Phase I (AID SAW -2015-02065). Equipment typically used for
construction and boardwalk such as pile drivers, backhoes, bulldozers, excavators, graders, pavers etc. Will be utilized for this project.
4j. Please upload project drawings for the proposed project.
Beaver Creek Sanitary Sewer Permit Plan Set.pdf 12.61MB
S. Jurisdictional Determinations
5a. Have the wetlands or streams been delineated on the propertyor proposed impact areas?*
r Yes r No r Unknown

Comments
5b. If the Corps made a jurisdictional determination, what type of determination was made?*
R Preliminary r Approved C Not Verified C Unknown r WA
Corps AID Number:
SAW -2019-00433
5c. If 5a is yes, who delineated the jurisdictional areas?
Name (if known): Steven Ball
Agency/Consultant Company: Soil & Environmental Consultants, PA
Other:
5d. List the dates of the Corp jurisdiction determination or State determination if a determination was made by the Corps or DWR
USACE- James Lastinger with the Corps verified jurisdictional areas on March 13, 2019; NCDWR- Ray Milosh with the NCDWR conducted a buffer determination on July 15, 2019, a
Buffer Determination letter will be provided once received by the NCDWR.
5dl. Jurisdictional determination upload
SAW -2019-00433 signed PJD.pdf 2.51 MB
6. Future Project Plans
6a. Is this a phased project?*
r Yes G No
Are any other NWP(s), regional general permit(s), or individual permits(s) used, or intended to be used, to authorize any part of the proposed project or related activity?
To my knowledge, there are no other NWP's, Regional General Permits, or Individual Permits to be used or intended to be used beyond Mat is being requested within this application.
D. Proposed Impacts Inventory
1. Impacts Summary
1a. Where are the impacts associated with your project? (check all that apply):
V Wetlands W Streams -tributaries ® Buffers
❑ Open Waters ❑ Pond Construction
2. Wetland Impacts
2a1 Reason(?)
2b. Impact type * (?)
2c. Type of W. *
2d. W. name *
2e. Forested *
2f. Type of
Impact
JurisdicitionM129.
area*
Impact 1: W3-
Sanitary Sewer
P
Bottomland Hardwood Forest
W3
Yes
Both
0.022
sheet 2
Relocation (Permanent-
(acres)
No Perm Loss)
Impact 1: W3-
Greenway Relocation -P
ttomland Hardwood Forest
W3
Yes
Both
0.010
sheet 2
Fill & riprap outfall
f
(acres)
Impact 2: W2-
Sanitary Sewer
P
Bottomland Hardwood Forest
W2
Yes
Both
0.102
sheet 2
Relocation (Permanent-
(acres)
No Perm Loss)
Impact 4: W1-
Greenway EMension-
P
Bottomland Hardwood Forest
W1
Yes
Both
0.021
sheet 3
Maintenance Corridor
(acres)
(Permanent -No Perm
Loss)
Impact 4: W1 -Greenway
Extension -Fill
P
Bottomland Hardwood Forest
W1
Yes
Both
0.038
sheet 3
(acres)
Impact 5: W1-
Sanitary Sewer
P
Bottomland Hardwood Forest
W1
Yes
Both
0.104
sheet 3
Relocation (Permanent-
(acres)
No Perm Loss)
Impact 5: W1-
Sanitary Sewer
T
Bottomland Hardwood Forest
W1
No
Both
0.019
sheet 3
Relocation
(acres)
(Construction Entrance -
In Maintained
Easement)
Impact 5: W1-
Sanitary Sewer
T
Bottomland Hardwood Forest
W1
Yes
Both
0.008
sheet 3
Relocation
(acres)
(Construction Entrance)

2g. Total Temporary Wetland Impact 2g. Total Permanent Wetland Impact
0.027 0.297
2g. Total Wetland Impact
0.324
2h. Comments:
Temporary wetland impacts will be brought back to pre -construction contours and allowed to revegetate with adjacent seed source.
3. Stream Impacts
3a. Reason for impact (?) 3b.lmpact type * 3c. Type of impact* 3d. S. name * 3e. Stream Type * 3f. Type of 3g. S. width* 3h. Impact
(?) Jurisdiction* length*
3i. Total jurisdictional ditch impact in square feet:
6c. Per or Temp.
0
6e. Buffer mitigation required?
3i. Total permanent stream impacts:
31. Total temporary stream impacts:
0
50
3i. Total stream and ditch impacts:
g1
Impact 3: Stream B -sheet 3
Temporary
Other
B -UT to Beaver Creek
Intermittent
Both
6
50
Impact 3: sheet 3- Sanitary Sewer Relocation &
(open -cut, temporary
-Ur to Beaver Creek
❑ Meuse
❑ Tar -Pamlico
❑ Catawba
❑ Randleman
Averdge (feet)
(Irt�rfeet)
❑ Other
construction)
Impact 5: sheet 3 -Greenway Construction
PA
-Beaver Creek
No
9
161
3i. Total jurisdictional ditch impact in square feet:
6c. Per or Temp.
0
6e. Buffer mitigation required?
3i. Total permanent stream impacts:
31. Total temporary stream impacts:
0
50
3i. Total stream and ditch impacts:
No
50
2,839
3j. Comments:
P
Temporary stream impacts will be brought back to pre -construction streambed elevations and stream banks stabilized.
6. Buffer Impacts (for DWR)
1,071
6a. Project is in which protect basirl
Impact 3: sheet 3- Sanitary Sewer Relocation &
Check all that apply_
-Ur to Beaver Creek
❑ Meuse
❑ Tar -Pamlico
❑ Catawba
❑ Randleman
❑ Goose Creek
V Jordan Lake
❑ Other
6b. Impact Type
11
6c. Per or Temp.
6d Stream name
11
6e. Buffer mitigation required?
6f. Zone 1 impact
1
6g. Zone 2 impact
Impact 6: sheet 2- Greenway
P IIA
-Beaver Creek
No
2,517
2,839
Impact 3: sheet 2- Sanitary Sewer Relocation
P
113 -Ur to Beaver Creek
No
1,071
1,395
Impact 3: sheet 3- Sanitary Sewer Relocation &
PB
-Ur to Beaver Creek
No
2,796
2,105
Greenway
Impact 5: sheet 3 -Greenway Construction
PA
-Beaver Creek
No
9
161
Entrance
6h. Total buffer impacts:
Zone 1 Zone 2
Total Temporary impacts: 0.00 0.00
Zone 1 Zone 2
Total Permanent impacts: 6,393.00 6,500.00
Zone 1 Zone 2
Total combined buffer impacts: 6,393.00 6,500.00
6i. Comments:
Supporting Documentation
BCG_P1A_Wetland Permit Drawings_2019-06-17.pdf 2.01MB
BCG _P1A_Buffer Permit Drawings_2019-06-17.pdf 1.88MB
E. Impact Justification and Mitigation

1. Avoidance and Minimization
1a. Specifically describe measures taken to avoid or minimize the proposed impacts in designing the project:
S&EC completed a wetland delineation and Jordan Lake Watershed Buffer evaluation for a project area of approximately 1,760 linear feet and varying
widths to identify natural resources so that impacts could be avoided & minimized to the maximum extent practicable. This project includes the
relocation of a Town of Apex sanitary sewer and a relocation and extension to a Town of Apex greenway.
The proposed 1,760 linear feet of sanitary sewer relocation includes permanent -no permanent loss and temporary wetland impacts, in addition to
temporary stream impacts and Jordan Watershed Buffer impacts. These impacts are necessary because Beaver Creek has meandered and now flows
directly adjacent to the existing sewer line and manholes running under NC Hwy 540. The sewer line is close to being exposed due to the stream
erosion, which puts the line at risk of failure.
The proposed greenway relocation (approximately 300 ft.) and extension (approximately 800 ft.) includes permanent wetland impacts and Jordan
Watershed Buffer impacts. The relocation impacts are necessary because the existing greenway is continuously flooding and becomes covered in
sediment, requiring constant maintenance. The extension is being added to provide an ideal connection between the existing greenway going to Kelly
Road Park and the previously authorized Beaver Creek Greenway, Phase 1 and 2 located on the west side of Kelly Road. Initial design included a
boardwalk section at Impact #4 however it was discovered that an existing waterline was within this area and an at -grade asphalt path replaced the
boardwalk section to avoid the boardwalk pilings that are driven into the ground to be near the below ground surface waterline. Jordan Watershed
Buffer impacts are necessary at impact #5 for a construction entrance. Jordan Watershed Buffer impacts are necessary at impact #3 for a sanitary
sewer crossing and an area on the west side of the stream for the greenway tie-in to the multi -use path coming from the north. Jordan Watershed
Buffer impacts are necessary at impact #6 for greenway use. The proposed greenway permanent construction limits (in black dashed lines labeled as
"F" for fill or "C" for cut) run close to the Zone 1 boundary, and temporary impacts outside of these limits are required in order to provide construction
access while working on the greenway and removal of the old greenway section Although the sanitary sewer relocation starts here at SSMH -8, these
Zone 1 impacts requested are all due to the greenway relocation and would be necessary regardless of the sanitary sewer impacts. That said, riparian
buffer mitigation is not being proposed within this impact location.
1b. Specifically describe measures taken to avoid or minimize the proposed impacts through construction techniques:
Mud mats will be utilized in wetland areas, combined silt fence/tree protection fence is used on both sides of the construction limits and silt fence
outlets are utilized where necessary, temporary stream crossings per NCDEQ standards will be used to avoid permanent stream impacts, erosion
control matting and check dams will be utilized in proposed ditches during construction to prevent sediment from flowing into wetlands, and
construction entrances and concrete washout structures are used on all access points to the project area.
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?
r Yes
r No
2c. If yes, mitigation is required by (check all that apply):
F DWR
V Corps
2d. If yes, which mitigation option(s) will be used for this project?
F_ Mitigation bank j7 Payment to in -lieu fee r Permittee Responsible
program Mitigation
4. Complete if Making a Payment to In -lieu Fee Program
4a. Approval letter from in -lieu fee program is attached.
r Yes r No
4b. Stream mitigation requested:
(lirear feet)
4d. Buffer mitigation requested (DWR only):
(square feet)
4f. Non -riparian wetland mitigation requested:
(acres)
4h. Comments
4c. If using stream mitigation, what is the stream temperature:
4e. Riparian wetland mitigation requested:
(acres)
0.35
49. Coastal (tidal) wetland mitigation requested:
(acres)
F. Stormwater Management and Diffuse Flow Plan (required by DWR)
1. Diffuse Flow Plan
1a. Does the project include or is it adjacent to protected riparian buffers identified within one of the NC Riparian Buffer Protection Rules?
r Yes
r No
What type of SCM are you providing?
r Level Spreader
r Vegetated Conveyance (lower SHWT)
r Wetland Swale (higher SI WT)
r Other SCM that removes minimum 30% nitrogen
V Proposed project will not create concentrated stormwater flow through the buffer
Diffuse Flow Documentation

2. Stormwater Management Plan
2a. Is this a NCDOT project subject to compliance with NCDOT's Individual NPDES permit NCS000250? *
r Yes r No
2b. Does this project meet the requirements for low density projects as defined in 15A NCAC 02H .1003(2)?
r Yes r No
Comments:
Project is a linear project with < 24% imperviousness. There are two pipe outlets required along the greenway alignment because of the natural low spot of the existing ground, rip rap
outlet protection pads have been added to diffuse flows. All construction plans will be reviewed and approved by the Town of Apex
G. Supplementary Information
1. Environmental Documentation
1a. Does the project involve an expenditure of public (federal/state/local) funds or the use of public (federal/state) land?*
r Yes r No
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 (North Carolina)
Environmental Policy Act (NEPA/SEPA)? *
r Yes r No
Comments:*
No. Per the project engineer, this project will be paid for by a combination of federal and local funds. This project will not use federal or state land.
2. Violations (DWR Requirement)
2a. Is the site in violation of DWR Water Quality Certification Rules (15A NCAC 2H .0500), Isolated Wetland Rules (15A NCAC 2H .1300), or DWR Surface Water or Wetland Standards or
Riparian Buffer Rules (15ANCAC 2B.0200)?*
r Yes r No
3. Cumulative Impacts (DWR Requirement)
3a. Will this project result in additional development, which could impact nearby downstream water quality?*
r Yes r No
3b. 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 Wetland Programs' document
prepared by the NC Division of Water Quality on April 10, 2004, version 2.1. The Town of Apex: Beaver Creek Sanitary Sewer Relocation & Greenway
Extension/Relocation project does not specifically meet any of the three criteria of private or publically funded projects that can clearly result in
cumulative impacts; this project should not result in additional residential or commercial development and/or have growth -stimulating effects, this
greenway is being constructed in an already developed landscape. Additionally, the project is located within the Town of Apexis jurisdiction, therefore
any adjacent properties that have potential for development will have the following regulations to protect downstream waters: 1) the Phase II NPDES
Stormwater Permit Program, this program includes permitting requirements for Municipal Separate Storm Sewer Systems (MS4s) in addition to post -
construction stornmater management requirements; 2) Jordan Lake Watershed Riparian Buffer Protection regulations, these regulations require
limited development within the riparian buffer area in addition to "diffuse flood' 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 (DWR Requirement)
4a. Is sewage disposal required by DWR for this project?*
r Yes r Nor IIA
5. Endangered Species and Designated Critical Habitat (Corps Requirement)
Sa. Will this project occur in or near an area with federally protected species or habitat?*
r Yes r No
5b. Have you checked with the USFWS concerning Endangered Species Act impacts?*
r Yes r No
5d. Is another Federal agency involved?*
r Yes r No r Unknown
5e. Is this a DOT project located within Division's 1-8?
r Yes r No
5f. Will you cut any trees in order to conduct the work in waters of the U.S.?
r Yes r No
5g. Does this project involve bridge maintenance or removal?
r Yes r No
5h. Does this project involve the construction/installation of a wind turbine(s)?'

r Yes F No
51. Does this project involve (1) blasting, and/or (2) other percussive activities that will be conducted by machines, such as jackhammers, mechanized pile drivers, etc.?
6 Yes r No
If yes, please provide details to include type of percussive activity, purpose, duration, and specific location of this activity on the property.
5j. What data sources did you use to determine whether your site would impact Endangered Species or Designated Critical Habitat?
References: North Carolina Natural Heritage Program Data Explorer Search [July 10, 2019]. Department of Environment and Natural Resources,
Office of Land and Water Stewardship, Raleigh, NC. http://vww✓.nenhp.org/. Additionally, Kimley-Horn biologists conducted pedestrian surveys for
Michau:ts sumac within the project area on May 1, 2019 and no individuals were identified. Due to the lack of known occurrences and the lack of
individuals observed, it has been determined that the proposed project will have no effect on Michauxs sumac.
Consultation Documentation Upload
6. Essential Fish Habitat (Corps Requirement)
6a. Will this project occur in or near an area designated as an Essential Fish Habitat?*
r Yes r No
6b. What data sources did you use to determine whether your site would impact an Essential Fish Habitat?*
The NOAA Habitat Conservation/Habitat Protection: National Marine Fish Service; Essential Fish Habitat Mapper website was referenced. No Essential
Fish Habitat was identified near the project.
7. Historic or Prehistoric Cultural Resources (Corps Requirement)
7a. Will this project occur in or near an area that the state, federal or tribal governments have designated as having historic or cultural preservation status?*
r Yes r No
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 July 10, 2019; no historic listings or study list
entries or determined eligible listings were identified within the property boundaries. Additionally, no structures were observed during field
delineations.
7c. Historic or Prehistoric Information Upload
8. Flood Zone Designation (Corps Requirement)
8a. Will this project occur in a FEMA -designated 100 -year floodplain?*
6 Yes f No
8b. If yes, explain how project meets FEMA requirements:
Per the project engineer: The portions of this project within the FEMA 100 -year floodplain do not encroach upon the regulatory floodway. The
development within the flood fringe does not require an encroachment review and a Conditional Letter of Map Revision (CLOMR) will not be required.
Any local development permit requirements for development in a Special Flood Hazard Area (SFHA) will be met.
8c. What source(s) did you use to make the floodplain determination?*
Project engineer & NC Floodplain Mapping Program
Miscellaneous
Comments
Miscellaneous attachments not previously requested.
Signature
[7 By checking the box and signing below, I certify that:
• I have given true, accurate, and complete information on this form;
• I agree that submission of this PCN form is a "transaction" subject to Chapter 66, Article 40 of the NC General Statutes (the "Uniform Electronic Transactions Act');
• I agree to conduct this transaction by electronic means pursuant to Chapter 66, Article 40 of the NC General Statutes (the "Uniform Electronic Transactions Act');
• I understand that an electronic signature has the same legal effect and can be enforced in the same way as a written signature; AND
• I intend to electronically sign and submit the PCN form.
Full Name:
Deborah E. Shirley
Signature
a�i2lfj�

Date
7/17/2019

Soil & Environmental Consultants, PA
8412 Falls of Neuse Road, SU7Le 104, Raleigh, NC: 27615 • Phone: ,(919; 846-59110 • Fax: (91'J,, 840-9467
s> idcc.,c:om
PROPERTY OWNER CERTIFICATION / AGENT AUTHORIZATION
Project Name/Description: Beaver Creek Sanitary Sewer Relocation S&EC Project #.
Date: 03/13/2019
The Department of the Army
U.S. Army Corps of Engineers, Wilmington District
69 Darlington Avenue
Wilmington, NC 28403
Attn: Field Office:
I, the undersigned, a duly authorized owner of record of the property/properties identified
herein, do authorize representatives of the Wilmington District, U.S. Army Corps of Engineers
(Corps) and Soil & Environmental Consultants, PA (S&EC) staff, as my agent, to enter upon the
property herein described for the purpose of conducting on-site investigations and issuing a
determination associated with Waters of the U.S. subject to Federal jurisdiction under Section
404 of the Clean Water Act and/or Section 10 of the Rivers and Harbors Act of 1899. This
document also authorizes S&EC, as my agent, to act on my behalf and take all actions
necessary for the processing, issuance and acceptance of a permit or certification and any and
all associated standard and special conditions.This notification supersedes any previous
correspondence concerning the agent for this project.
NOTICE: This authorization, for liability and professional courtesy reasons, is valid only for
government officials to enter the property when accompanied by S&EC staff. You should call
S&EC to arrange a site meeting prior to visiting the site.
PARCEL INFORMATION:
Parcel Index Number(s) (PIN): 0732115380, 0732314682
Site Address: 1701 Kelly Road
City, County, State: Apex, Wake, NC
MLA W0630
Name: Town of Apex
Mailing Address: P.O. Box 250, Apex, NC 27502
Telephone Number: 919-362-8166
i3 s
Property Owner (please print) Da e
Owner Signature
We hereby certify the above information submitted in this application is true and accurate to
the best of our knowledge.

EXTENT OF DELINEATION CORRIDOR
EXTENT OF DELINEATION CORRIDOR
EXTENT OF DELINEATION CORRIDOR
EXIST R/WEXIST R/W EXIST R/WEXIST R/W EXIST R/W EXIST R/WN 20°48'28" W140.50'N 53°42'11" E749.42'30.00'30.00'40.00'EXISTING R/W172.40'N 20°36'09" WN 09°18'25" E134.75'20.00'S 80°12'26" W698.31'S 81°58'53" W674.37'N 01°49'29" E217.43'155.24'N 77°23'42" E12.00'N 01°49'29" E37.26'S 51°47'37" E151.19'EXISTING R/W VARIESEIP
EIP
EIP
GRAPHIC SCALE
PLANS
PROFILE (HORIZONTAL)
PROFILE (VERTICAL)
0
0
0
4020
4020
42
1
SHEET NO.PROJECT REFERENCE NO.
DOCUMENT NOT CONSIDERED FINAL
UNLESS ALL SIGNATURES COMPLETED
EB-6021
PROJECT
BEGIN
KELLY ROAD
PROJECT
END
OLI
VE CHAPEL ROADAPEXB
A
RBE
Q
UE
ROAD
Beaver
C
reek
BEAVER
TRL.
64
WESTERNF RE E WAYWAKEO
LI
VE CHA
PEL ROADHOLLANDROAD
2
PARK
KELLY RD
BEAV
ER
CREEK
DRBRICKSTONE
CHAPEL VALLEY LNKELLY WEST RD-G1A- STA 10+15.00
BEGIN PROJECT
-G1A- STA 19+36.71
BEGIN GREENWAY
KELLY POINT CT
PARK
KELLY
PARK
APEX NATURE
KELLY RD (SR 1163)NAD 83SHEET 1 OF 3
PERMIT DRAWING
6/17/2019K:\RAL_Roadway\011200026 - Beaver Creek Greenway\Hydraulics\Permit_Drawings\Buffers\BCG1A_hyd_prm_buf_tsh.dgnDO NOT USE FOR R/W ACQUISITION
INCOMPLETE PLANS
VICINITY MAP
PREPARED IN THE OFFICE OF:
C 2016
PHONE: [phone]
RALEIGH, NORTH CAROLINA 27601
421 FAYETTEVILLE STREET, SUITE 600
NC LICENSE #F-0102

MAYOR
LANCE OLIVE
TOWN MANAGER
DREW HAVENS
OWNER:
[e-mail]
919.249.3402
DIRECTOR
JOHN M. BROWN
APEX, NC 27502
53 HUNTER STREET
PARKS, RECREATION AND CULTURAL RESOURCES
TOWN OF APEX
ENGINEER:
[e-mail]
919.677.2000
CATHERINE KENNEDY, P.E.
RALEIGH, NC 27601
421 FAYETTEVILLE STREET, SUITE 600
KIMLEY-HORN AND ASSOCIATES, INC.
SURVEYOR*:
**SEE PLANS FOR VERTICAL DATUM
WAS USED IN CONJUNCTION
*NCDOT SURVEY FROM B-5161
[e-mail]
919.828.0531
TIMOTHY R. INGOLD, PLS, CFS
RALEIGH, NC 27603
120 NORTH BOYLAN AVE.
THE WOOTEN COMPANY
3
-G1A-
-G1A- STA 13+98.15
END GREENWAY
-G1A- STA 27+01.24
END PROJECT
APEX NATURE PARK
OAKS LNTWELVETOWN OF APEX
PHASE 1A
BEAVER CREEK GREENWAY EXTENSION
FROM TWELVE OAKS LANE TO KELLY ROAD
C4
.71
WETLAND 1
WETLAND 2
WETLAND 3
STREAM B
PERMIT PACKAGE
BUFFERS
STREAM A
STREAM A
SSMH-8
SSMH-7
SSMH-6
ASPHALT
ASPHALT
CONC
CONC
CONC
RIPRAP
8"PVC24"DI24"DI
24"DI
24"DI
24"DI
2
4"RCPFES=280.38'
WOOD
WOOD
WOOD
RET. WALL
RIPRAP
WIRE
LS=308.61'
LS=305.58'
LS=302.13'
LS=300.88'
LS=304.25'
LS=307.13'
STREAM
CREEK
TOP OF BANK
TOP OF BANK
STREAM
EL:277.32'
E:2031892.114'
N:721072.062'
REBAR/CAP
EL:278.87'
E:2032332.263'
N:721192.094'
REBAR/CAP
8" PVC8" PVCWIRE
CATCH BASIN
R=294.46'
OUT=288.89'
BRIDGE PIER
(TYPICAL)
BRIDGE PIER
(TYPICAL)BRI
DGE LI
MI
TAPPROX.
EASTERN NC 540BRI
DGE LI
MI
TAPPROX.
WESTERN NC 540B.M. 1995, PG. 448UTILITY EASEMENTEXISTING 40'
EIP
EIP
EIP(B.M. 2000, PG. 2179)SEWER EASEMENTEXISTING 20' SANITARY(B.M.
2
0
0
0, PG.
2
17
9)& DRAI
NAGE EASEMENTEXI
STI
NG
3
0' SAN. SEWER(B.M. 2000, PG. 2179)THOROUGHFARE BUFFEREXISTING 50'S13° 03' 00"E78.56'S13° 03' 00"E 77.83'S44° 42' 09"W 331.37'
S44° 42' 09"W 326.23'
S54° 16' 05"W 250.10'S07° 32' 01"E 120.51'S23° 39' 43"W49.82'S
2
3
°
5
2'
0
6
"E
1
2
5.
4
0'
7
0.
7
8'
S
2
3
°
5
2'
0
6
"ES5
9°
0
9'
13"E
3
6
9.
4
6'
N87° 00' 44"E 114.13'S07° 32' 01"E136.83'D.B. 8902, PG. 1824
B.M. 2000, PG. 2179
LOT 70
PIN 0732217444
DANELL ROBIN WALL
PATRICK L. WALL &
D.B. 11251, PG. 705
B.M. 2006, PG. 1809
LOT 68
PIN 0732214310
CHRISTOPHER NJUE
& BETH KIVUTI
JOHN L. FRANKLIN
B.M. 2000, PG. 2179
D.B. 9224, PG. 1544
LOT 67
PIN 0732213377
ALYCIA SPENCER
DARRYL SPENCER &
PIN 0732213434
LOT 66
B.M. 2000, PG. 2179
D.B. 16919, PG. 2117
MICHAEL A. OSTRANDER &
MARINAN H. OSTRANDER
D.B. 16552, PG. 112
B.M. 2000, PG. 2179
PIN 0732212592
LOT 65
TWELVE OAKS LANECHRISTOPHER J. LOVE
D.B. 8902, PG. 1933
B.M. 2000, PG. 2179
LOT 69
PIN 0732216347
& JANET J. LOVE PUBLIC R/W)(VARIABLE WIDTHPG. 2179)(B.M. 2000,280280280280280280
2802802802802802802802
8
0
285285285285285285285290290290295300305K:\RAL_Roadway\011200026 - Beaver Creek Greenway\Hydraulics\Permit_Drawings\Buffers\BCG1A_hyd_prm_buf_psh02.dgnPROJECT:
SHEET NUMBER:JOB NUMBER:
REV. No.:REVISION:DATE:DRAWN BY:CHECKED BY:
PREPARED IN THE OFFICE OF:
Copyright Kimley-Horn and Associates, Inc., 2019
shall be without liability to Kimley-Horn and Associates, Inc.
reliance on this document without written authorization and adoption by Kimley-Horn and Associates, Inc.
intended only for the specific purpose and client for which it was prepared. Reuse of and improper
This document, together with the concepts and designs presented herein, as an instrument of service, is
C 2019
PHONE: [phone]
RALEIGH, NORTH CAROLINA 27601
421 FAYETTEVILLE STREET, SUITE 600
NC LICENSE #F-0102
DOCUMENT NOT CONSIDERED FINAL
UNLESS ALL SIGNATURES COMPLETED
6/17/2019EB-6021
CATH
E
RINE M. K ENNED YA
NILO
RAC HTRON
REENIGNELANOISSEFORP039236
SEAL
BZ 3BZ 3
BZ 3
BZ 3
BZ 3
BZ 3 BZ 3BZ 3BZ 3NAD 83MATCH LINE -G1A- STA 18+50 (SEE SHEET 5)2
SHEET 2 OF 3
PERMIT DRAWING
11x17 sheets: 1" = 80'
BUFFER IMPACT
DENOTES ZONE 1
BUFFER IMPACT
DENOTES ZONE 2
DRWAINGS
IMPACT PERMIT
RIPARIAN BUFFER
0
HORIZ
4020
PHASE 1A
EXTENSION
BEAVER CREEK GREENWAY
SHEET 2B-X
SEE STD. 400.18
PIPE OUTLET
SHEET 2A-1
SEE DETAIL 1
SPECIAL LATERAL 'V' DITCH
SHEET 2A-1
SEE DETAIL 2
2' BASE DITCH
SPECIAL LATERAL
DN INV= 277.84'
UP INV = 278.38'
44 LF - 18" RCP-IV
DN INV= 277.84'
UP INV = 278.38'
44 LF - 18" RCP-IV
EST 18 SY GFD
EST 8 TONS
CLASS 'B' RIP RAP
CREEK
BEAVER
CREEKBEAVER
1395 SF
1071 SF
2839 SF
2517 SF
FLOODWAY
100 YR
500 YR
-G1A-
FLOODWAY
5
0
0 YR1
0
0 YRFLOODWAY15PI Sta 11+04.83
D
L = 172.48'
T = 89.83'
R = 250.00'
PI Sta 12+50.55
D
L = 120.49'
T = 63.07'
R = 165.00'
PI Sta 13+53.84
D
L = 90.18'
T = 45.87'
R = 200.00'
PI Sta 16+47.12
D
L = 20.90'
T = 10.47'
R = 150.00'
PI Sta 18+37.35
D
L = 93.98'
T = 47.04'
R = 800.00'
-G1A-
-G1A- POT Sta. 10+00.00
-G1A- PC Sta. 10+15.00
-G1A- PRC Sta. 11+87.48
-G1A- PRC Sta. 13+07.97
-G1A- PT Sta. 13+98.15
-G1A- PC Sta. 16+36.65
-G1A- PT Sta. 16+57.55
TYP 02-G1A- PC Sta. 17+90.30REPLACEMENT
AND TIE TO EXIST GREENWAY
END RELOCATED GREENWAY
TIE TO EXIST GREENWAY
BEGIN GREENWAY RELOCATION
MULTI-USE PATH
RETAIN EXISTING
(BY OTHERS)
WIRE FENCE RESET
APPROX. -G1A- Sta. 10+15 TO 10+74.16, 14.42' LT
SAW CUT AND REMOVE 630 SF OF EXISTING GREENWAY
10'-WIDE CONCRETE MULTI-USE PATH
(SEE SHEET 5)
PROP RELOCATED SEWER
APPROX. -G1A- Sta. 13+32.54, 39.25' LT TO 13+98.15
SAW CUT AND REMOVE 860 SF OF EXISTING GREENWAY
-G1A- Sta. 13+98.15 TO 16+57.55
GREENWAY WITH CONCRETE GREENWAY
REMOVE AND REPLACE EXISTING
RETAIN EXISTING BOARDWALK
F
F
C F
F
F
F
F
F C
F
C FCF
C
F
C
F
C
C
WETLAND 3
WETLAND 2
SRTREAM A
SSMH-5
SSM
H-4SSMH-3
SSMH-2
SSMH-1
HEDGES
CONC CURB
GATE
GATE CONCCONC3
'WOOD RAIL10'CLF
24" RCP
24" RCP INV=277.54'36" RCP
36" RCP36" RCPLANDSCAPINGR IPRA P
S
HH18" RCP18" RCP
LP
LP
CONC
GUY
DI1 SIGNPARK
WOODS
FIBER OPTIC CABLE
WARNING POST
2 GUY WIRES
C
OL
UMNS
B
RI
DGE S
UPP
OR
T
C
ONC
R
E
T
E
3' DI
AME
T
E
R
LP
ASPHALT 8"PVCCREEKEIPBM 1995 PG 448
20' TOWN OF APEX UTILITY EASEMENT
BM 2013 PG 441-459UTILITY EASEMENT30' TOWN OF APEXEXIST R/W
E XIST R /WTOWN OF APEX
DB 7056 PG 571
TOWN OF APEX
DB 7575 PG 395 275275275275275275280280280280280280285285285285285285285290290290290290290290290290295295295295295295300300300300305305305310
310310315
315
315315
320320K:\RAL_Roadway\011200026 - Beaver Creek Greenway\Hydraulics\Permit_Drawings\Buffers\BCG1A_hyd_prm_buf_psh03.dgnPROJECT:
SHEET NUMBER:JOB NUMBER:
REV. No.:REVISION:DATE:DRAWN BY:CHECKED BY:
PREPARED IN THE OFFICE OF:
Copyright Kimley-Horn and Associates, Inc., 2019
shall be without liability to Kimley-Horn and Associates, Inc.
reliance on this document without written authorization and adoption by Kimley-Horn and Associates, Inc.
intended only for the specific purpose and client for which it was prepared. Reuse of and improper
This document, together with the concepts and designs presented herein, as an instrument of service, is
C 2019
PHONE: [phone]
RALEIGH, NORTH CAROLINA 27601
421 FAYETTEVILLE STREET, SUITE 600
NC LICENSE #F-0102
DOCUMENT NOT CONSIDERED FINAL
UNLESS ALL SIGNATURES COMPLETED
6/17/2019EB-6021
CATH
E
RINE M. K ENNED YA
NILO
RAC HTRON
REENIGNELANOISSEFORP039236
SEAL NAD 83MATCH LINE -G1A- STA 18+50 (SEE SHEET 4)
MATCH LINE -G1A- STA 27+75 (SEE SHEET 6)
3
SHEET 3 OF 3
PERMIT DRAWING
11x17 sheets: 1" = 80'
BUFFER IMPACT
DENOTES ZONE 1
BUFFER IMPACT
DENOTES ZONE 2
DRWAINGS
IMPACT PERMIT
RIPARIAN BUFFER
PHASE 1A
EXTENSION
BEAVER CREEK GREENWAY
0
HORIZ
4020
(DWR #17-0766)
EXTENSION, PHASE 1
BEAVER CREEK GREENWAY
PERMITTED UNDER
CREEKBEAVERSHEET 2A-1
SEE DETAIL 1
SPECIAL LATERAL 'V' DITCH
SHEET 2B-X
SEE STD. 400.18
PIPE OUTLET
DN INV= 275.09'
UP INV = 276.17'
40 LF - 15" RCP-IV
DN INV= 275.09'
UP INV = 276.17'
40 LF - 15" RCP-IV
EST 11 SY GFD
EST 5 TONS
CLASS 'B' RIP RAP
SHEET 2A-1
SEE DETAIL 1
SPECIAL LATERAL 'V' DITCH
SHEET 2B-X
SEE DETAIL X
EST 25 SY PSRM
TOE PROTECTION
SHEET 2A-1
SEE DETAIL 3
EST 210 SY GFD
EST 70 TONS
W/ CLASS 'B' RIP RAP
SPECIAL LATERAL 'V' DITCH
1705 SF
1091 SF
98 SF
2007 SF
161 SF
9 SF
500 YR100 YRFLOODWAY-G1A-
20 25100 YR500 YRPI Sta 20+74.64
L = 264.18'
T = 154.02'
R = 205.00'
PI Sta 25+78.80
L = 31.03'
T = 15.64'
R = 100.00'
DD
-G1A-
-G1A- PC Sta. 25+63.16
-G1A- PT Sta. 25+94.19
-G1A- PT Sta. 21+84.80
-G1A- PC Sta. 19+20.62
-G1A- PT Sta. 18+84.28
PI Sta 27+28.32
L = 81.12'
T = 45.04'
R = 75.00'
D
POT Sta. 27+96.13
00 01 00 01-G1A-55' R45' R 02TYPTIE TO EXIST GREENWAY
-G1A- POC Sta. 19+36.71
BEGIN GREENWAY
-G1A- POC Sta. 19+51.45 (27.71' RT)
TIE TO EXIST GREENWAY
-G1A- 25+95.13
BEGIN 10'-WIDE BOARDWALK #1
-G1A- Sta. 26+81.13
END 10'-WIDE BOARDWALK #1
TIE TO EXIST SIDEWALK
-G1A- POC Sta. 27+01.24
END GRADE
END GREENWAY
-G1A- PC Sta. 26+83.29
-G1A- PT Sta. 27+64.40
SIDEWALK
RETAIN EXIST
RETAIN EXISTING MULTI-USE PATH
MULTI-USE PATH
10'-WIDE CONCRETE
RETAIN EXISTING MULTI-USE PATH
RETAIN EXISTING BOARDWALK
DISTURBANCE (TYP)
APPROX. LIMIT OF
(BY OTHERS)
PROP RELOCATED SEWER LINE
RETAIN POLE
RETAIN TREES
C
F
F
C CF
CFC
F
C
F
C
C
F
F
C
F
C
F
C
F
F
F
C
F
C
FFWETLAND 1
STREAM B
STREAM A
EXTENT OF DELINEATION CORRIDOR
EXTENT OF DELINEATION CORRIDOR
EXTENT OF DELINEATION CORRIDOR
EXIST R/WEXIST R/W EXIST R/WEXIST R/W EXIST R/W EXIST R/WN 20°48'28" W140.50'N 53°42'11" E749.42'30.00'30.00'40.00'EXISTING R/W172.40'N 20°36'09" WN 09°18'25" E134.75'20.00'S 80°12'26" W698.31'S 81°58'53" W674.37'N 01°49'29" E217.43'155.24'N 77°23'42" E12.00'N 01°49'29" E37.26'S 51°47'37" E151.19'EXISTING R/W VARIESEIP
EIP
EIP
GRAPHIC SCALE
PLANS
PROFILE (HORIZONTAL)
PROFILE (VERTICAL)
0
0
0
4020
4020
42
1
SHEET NO.PROJECT REFERENCE NO.
DOCUMENT NOT CONSIDERED FINAL
UNLESS ALL SIGNATURES COMPLETED
EB-6021
PROJECT
BEGIN
KELLY ROAD
PROJECT
END
OLI
VE CHAPEL ROADAPEXB
A
RBE
Q
UE
ROAD
Beaver
C
reek
BEAVER
TRL.
64
WESTERNF RE E WAYWAKEO
LI
VE CHA
PEL ROADHOLLANDROAD
2
PARK
KELLY RD
BEAV
ER
CREEK
DRBRICKSTONE
CHAPEL VALLEY LNKELLY WEST RD-G1A- STA 10+15.00
BEGIN PROJECT
-G1A- STA 19+36.71
BEGIN GREENWAY
KELLY POINT CT
PARK
KELLY
PARK
APEX NATURE
KELLY RD (SR 1163)NAD 83SHEET 1 OF 3
PERMIT DRAWING
6/17/2019K:\RAL_Roadway\011200026 - Beaver Creek Greenway\Hydraulics\Permit_Drawings\Wetland-Stream\BCG1A_hyd_prm_wet_tsh.dgnDO NOT USE FOR R/W ACQUISITION
INCOMPLETE PLANS
VICINITY MAP
PREPARED IN THE OFFICE OF:
C 2016
PHONE: [phone]
RALEIGH, NORTH CAROLINA 27601
421 FAYETTEVILLE STREET, SUITE 600
NC LICENSE #F-0102

MAYOR
LANCE OLIVE
TOWN MANAGER
DREW HAVENS
OWNER:
[e-mail]
919.249.3402
DIRECTOR
JOHN M. BROWN
APEX, NC 27502
53 HUNTER STREET
PARKS, RECREATION AND CULTURAL RESOURCES
TOWN OF APEX
ENGINEER:
[e-mail]
919.677.2000
CATHERINE KENNEDY, P.E.
RALEIGH, NC 27601
421 FAYETTEVILLE STREET, SUITE 600
KIMLEY-HORN AND ASSOCIATES, INC.
SURVEYOR*:
**SEE PLANS FOR VERTICAL DATUM
WAS USED IN CONJUNCTION
*NCDOT SURVEY FROM B-5161
[e-mail]
919.828.0531
TIMOTHY R. INGOLD, PLS, CFS
RALEIGH, NC 27603
120 NORTH BOYLAN AVE.
THE WOOTEN COMPANY
3
-G1A-
-G1A- STA 13+98.15
END GREENWAY
-G1A- STA 27+01.24
END PROJECT
APEX NATURE PARK
OAKS LNTWELVETOWN OF APEX
PHASE 1A
BEAVER CREEK GREENWAY EXTENSION
FROM TWELVE OAKS LANE TO KELLY ROAD
C4
.71
PERMIT PACKAGE
WETLAND AND STREAMS
WETLAND 1
WETLAND 2
WETLAND 3
STREAM B
STREAM A
SSMH-8
SSMH-7
SSMH-6
ASPHALT
ASPHALT
CONC
CONC
CONC
RIPRAP
8"PVC24"DI24"DI
24"DI
24"DI
24"DI
2
4"RCPFES=280.38'
WOOD
WOOD
WOOD
RET. WALL
RIPRAP
WIRE
LS=308.61'
LS=305.58'
LS=302.13'
LS=300.88'
LS=304.25'
LS=307.13'
STREAM
CREEK
TOP OF BANK
TOP OF BANK
STREAM
EL:277.32'
E:2031892.114'
N:721072.062'
REBAR/CAP
EL:278.87'
E:2032332.263'
N:721192.094'
REBAR/CAP
8" PVC8" PVCWIRE
CATCH BASIN
R=294.46'
OUT=288.89'
BRIDGE PIER
(TYPICAL)
BRIDGE PIER
(TYPICAL)BRI
DGE LI
MI
TAPPROX.
EASTERN NC 540BRI
DGE LI
MI
TAPPROX.
WESTERN NC 540B.M. 1995, PG. 448UTILITY EASEMENTEXISTING 40'
EIP
EIP
EIP(B.M. 2000, PG. 2179)SEWER EASEMENTEXISTING 20' SANITARY(B.M.
2
0
0
0, PG.
2
17
9)& DRAI
NAGE EASEMENTEXI
STI
NG
3
0' SAN. SEWER(B.M. 2000, PG. 2179)THOROUGHFARE BUFFEREXISTING 50'S13° 03' 00"E78.56'S13° 03' 00"E 77.83'S44° 42' 09"W 331.37'
S44° 42' 09"W 326.23'
S54° 16' 05"W 250.10'S07° 32' 01"E 120.51'S23° 39' 43"W49.82'S
2
3
°
5
2'
0
6
"E
1
2
5.
4
0'
7
0.
7
8'
S
2
3
°
5
2'
0
6
"ES5
9°
0
9'
13"E
3
6
9.
4
6'
N87° 00' 44"E 114.13'S07° 32' 01"E136.83'D.B. 8902, PG. 1824
B.M. 2000, PG. 2179
LOT 70
PIN 0732217444
DANELL ROBIN WALL
PATRICK L. WALL &
D.B. 11251, PG. 705
B.M. 2006, PG. 1809
LOT 68
PIN 0732214310
CHRISTOPHER NJUE
& BETH KIVUTI
JOHN L. FRANKLIN
B.M. 2000, PG. 2179
D.B. 9224, PG. 1544
LOT 67
PIN 0732213377
ALYCIA SPENCER
DARRYL SPENCER &
PIN 0732213434
LOT 66
B.M. 2000, PG. 2179
D.B. 16919, PG. 2117
MICHAEL A. OSTRANDER &
MARINAN H. OSTRANDER
D.B. 16552, PG. 112
B.M. 2000, PG. 2179
PIN 0732212592
LOT 65
TWELVE OAKS LANECHRISTOPHER J. LOVE
D.B. 8902, PG. 1933
B.M. 2000, PG. 2179
LOT 69
PIN 0732216347
& JANET J. LOVE PUBLIC R/W)(VARIABLE WIDTHPG. 2179)(B.M. 2000,280280280280280280
2802802802802802802802
8
0
285285285285285285285290290290295300305K:\RAL_Roadway\011200026 - Beaver Creek Greenway\Hydraulics\Permit_Drawings\Wetland-Stream\BCG1A_hyd_prm_wet_psh02.dgnPROJECT:
SHEET NUMBER:JOB NUMBER:
REV. No.:REVISION:DATE:DRAWN BY:CHECKED BY:
PREPARED IN THE OFFICE OF:
Copyright Kimley-Horn and Associates, Inc., 2019
shall be without liability to Kimley-Horn and Associates, Inc.
reliance on this document without written authorization and adoption by Kimley-Horn and Associates, Inc.
intended only for the specific purpose and client for which it was prepared. Reuse of and improper
This document, together with the concepts and designs presented herein, as an instrument of service, is
C 2019
PHONE: [phone]
RALEIGH, NORTH CAROLINA 27601
421 FAYETTEVILLE STREET, SUITE 600
NC LICENSE #F-0102
DOCUMENT NOT CONSIDERED FINAL
UNLESS ALL SIGNATURES COMPLETED
6/17/2019EB-6021
CATH
E
RINE M. K ENNED YA
NILO
RAC HTRON
REENIGNELANOISSEFORP039236
SEAL
BZ 3BZ 3
BZ 3
BZ 3
BZ 3
BZ 3 BZ 3BZ 3BZ 3NAD 832
SHEET 2 OF 3
PERMIT DRAWING
11x17 sheets: 1" = 80'
WETLAND IMPACT
DENOTES TEMPORARY
STREAM IMPACT
DENOTES TEMPORARY
(FORESTED WETLAND)
PERMANENT LOSS WETLAND IMPACT
DENOTES PERMANENT, NO
(IN MAINTAINED UTILITY EASEMENT)
WETLAND IMPACT
DENOTES TEMPORARY
DRAWINGS
IMPACT PERMIT
WETLAND & STREAM MATCH LINE -G1A- STA 18+50 (SEE SHEET 5)LOSS WETLAND IMPACT
DENOTES PERMANENT
PHASE 1A
EXTENSION
BEAVER CREEK GREENWAY
0
HORIZ
4020
SHEET 2B-X
SEE STD. 400.18
PIPE OUTLET
SHEET 2A-1
SEE DETAIL 1
SPECIAL LATERAL 'V' DITCH
SHEET 2A-1
SEE DETAIL 2
2' BASE DITCH
SPECIAL LATERAL
DN INV= 277.84'
UP INV = 278.38'
44 LF - 18" RCP-IV
DN INV= 277.84'
UP INV = 278.38'
44 LF - 18" RCP-IV
EST 18 SY GFD
EST 8 TONS
CLASS 'B' RIP RAP
CREEK
BEAVER
CREEKBEAVER
0.1028 ACRES
0.0228 ACRES
0.0109 ACRES
FLOODWAY
100 YR
500 YR
-G1A-
FLOODWAY
5
0
0 YR1
0
0 YRFLOODWAY15PI Sta 11+04.83
D
L = 172.48'
T = 89.83'
R = 250.00'
PI Sta 12+50.55
D
L = 120.49'
T = 63.07'
R = 165.00'
PI Sta 13+53.84
D
L = 90.18'
T = 45.87'
R = 200.00'
PI Sta 16+47.12
D
L = 20.90'
T = 10.47'
R = 150.00'
PI Sta 18+37.35
D
L = 93.98'
T = 47.04'
R = 800.00'
-G1A-
-G1A- POT Sta. 10+00.00
-G1A- PC Sta. 10+15.00
-G1A- PRC Sta. 11+87.48
-G1A- PRC Sta. 13+07.97
-G1A- PT Sta. 13+98.15
-G1A- PC Sta. 16+36.65
-G1A- PT Sta. 16+57.55
TYP 02-G1A- PC Sta. 17+90.30REPLACEMENT
AND TIE TO EXIST GREENWAY
END RELOCATED GREENWAY
TIE TO EXIST GREENWAY
BEGIN GREENWAY RELOCATION
MULTI-USE PATH
RETAIN EXISTING
(BY OTHERS)
WIRE FENCE RESET
APPROX. -G1A- Sta. 10+15 TO 10+74.16, 14.42' LT
SAW CUT AND REMOVE 630 SF OF EXISTING GREENWAY
10'-WIDE CONCRETE MULTI-USE PATH
(SEE SHEET 5)
PROP RELOCATED SEWER
APPROX. -G1A- Sta. 13+32.54, 39.25' LT TO 13+98.15
SAW CUT AND REMOVE 860 SF OF EXISTING GREENWAY
-G1A- Sta. 13+98.15 TO 16+57.55
GREENWAY WITH CONCRETE GREENWAY
REMOVE AND REPLACE EXISTING
RETAIN EXISTING BOARDWALK
F
F
C F
F
F
F
F
F C
F
C FCF
C
F
C
F
C
C
WETLAND 3
WETLAND 2
STREAM A
STREAM B
SSMH-5
SSM
H-4SSMH-3
SSMH-2
SSMH-1
HEDGES
CONC CURB
GATE
GATE CONCCONC3
'WOOD RAIL10'CLF
24" RCP
24" RCP INV=277.54'36" RCP
36" RCP36" RCPLANDSCAPINGR IPRA P
S
HH18" RCP18" RCP
LP
LP
CONC
GUY
DI1 SIGNPARK
WOODS
FIBER OPTIC CABLE
WARNING POST
2 GUY WIRES
C
OL
UMNS
B
RI
DGE S
UPP
OR
T
C
ONC
R
E
T
E
3' DI
AME
T
E
R
LP
ASPHALT 8"PVCCREEKEIPBM 1995 PG 448
20' TOWN OF APEX UTILITY EASEMENT
BM 2013 PG 441-459UTILITY EASEMENT30' TOWN OF APEXEXIST R/W
E XIST R /WTOWN OF APEX
DB 7056 PG 571
TOWN OF APEX
DB 7575 PG 395 275275275275275275280280280280280280285285285285285285285290290290290290290290290290295295295295295295300300300300305305305310
310310315
315
315315
320320K:\RAL_Roadway\011200026 - Beaver Creek Greenway\Hydraulics\Permit_Drawings\Wetland-Stream\BCG1A_hyd_prm_wet_psh03.dgnPROJECT:
SHEET NUMBER:JOB NUMBER:
REV. No.:REVISION:DATE:DRAWN BY:CHECKED BY:
PREPARED IN THE OFFICE OF:
Copyright Kimley-Horn and Associates, Inc., 2019
shall be without liability to Kimley-Horn and Associates, Inc.
reliance on this document without written authorization and adoption by Kimley-Horn and Associates, Inc.
intended only for the specific purpose and client for which it was prepared. Reuse of and improper
This document, together with the concepts and designs presented herein, as an instrument of service, is
C 2019
PHONE: [phone]
RALEIGH, NORTH CAROLINA 27601
421 FAYETTEVILLE STREET, SUITE 600
NC LICENSE #F-0102
DOCUMENT NOT CONSIDERED FINAL
UNLESS ALL SIGNATURES COMPLETED
6/17/2019EB-6021
CATH
E
RINE M. K ENNED YA
NILO
RAC HTRON
REENIGNELANOISSEFORP039236
SEAL BZ 3BZ 3BZ 3BZ 3
BZ 3
BZ 3BZ 3NAD 833
SHEET 3 OF 3
PERMIT DRAWING
11x17 sheets: 1" = 80'
WETLAND IMPACT
DENOTES TEMPORARY
STREAM IMPACT
DENOTES TEMPORARY
(FORESTED WETLAND)
PERMANENT LOSS WETLAND IMPACT
DENOTES PERMANENT, NO
(IN MAINTAINED UTILITY EASEMENT)
WETLAND IMPACT
DENOTES TEMPORARY
DRAWINGS
IMPACT PERMIT
WETLAND & STREAM
MATCH LINE -G1A- STA 18+50 (SEE SHEET 4)
MATCH LINE -G1A- STA 27+75 (SEE SHEET 6)
0
HORIZ
4020
LOSS WETLAND IMPACT
DENOTES PERMANENT
PHASE 1A
EXTENSION
BEAVER CREEK GREENWAY
(AID SAW-2015-02065)
EXTENSION, PHASE 1
BEAVER CREEK GREENWAY
PERMITTED UNDER CREEKBEAVERSHEET 2A-1
SEE DETAIL 1
SPECIAL LATERAL 'V' DITCH
SHEET 2B-X
SEE STD. 400.18
PIPE OUTLET
DN INV= 275.09'
UP INV = 276.17'
40 LF - 15" RCP-IV
DN INV= 275.09'
UP INV = 276.17'
40 LF - 15" RCP-IV
EST 11 SY GFD
EST 5 TONS
CLASS 'B' RIP RAP
SHEET 2A-1
SEE DETAIL 1
SPECIAL LATERAL 'V' DITCH
SHEET 2B-X
SEE DETAIL X
EST 25 SY PSRM
TOE PROTECTION
SHEET 2A-1
SEE DETAIL 3
EST 210 SY GFD
EST 70 TONS
W/ CLASS 'B' RIP RAP
SPECIAL LATERAL 'V' DITCH
0.0192 ACRES
0.0211 ACRES
0.0383 ACRES
50 LF
298 SF
0.1046 ACRES
0.0084 ACRES
500 YR100 YRFLOODWAY-G1A-
20 25100 YR500 YRPI Sta 20+74.64
L = 264.18'
T = 154.02'
R = 205.00'
PI Sta 25+78.80
L = 31.03'
T = 15.64'
R = 100.00'
DD
-G1A-
-G1A- PC Sta. 25+63.16
-G1A- PT Sta. 25+94.19
-G1A- PT Sta. 21+84.80
-G1A- PC Sta. 19+20.62
-G1A- PT Sta. 18+84.28
PI Sta 27+28.32
L = 81.12'
T = 45.04'
R = 75.00'
D
POT Sta. 27+96.13
00 01 00 01-G1A-55' R45' R 02TYPTIE TO EXIST GREENWAY
-G1A- POC Sta. 19+36.71
BEGIN GREENWAY
-G1A- POC Sta. 19+51.45 (27.71' RT)
TIE TO EXIST GREENWAY
-G1A- 25+95.13
BEGIN 10'-WIDE BOARDWALK #1
-G1A- Sta. 26+81.13
END 10'-WIDE BOARDWALK #1
TIE TO EXIST SIDEWALK
-G1A- POC Sta. 27+01.24
END GRADE
END GREENWAY
-G1A- PC Sta. 26+83.29
-G1A- PT Sta. 27+64.40
SIDEWALK
RETAIN EXIST
RETAIN EXISTING MULTI-USE PATH
MULTI-USE PATH
10'-WIDE CONCRETE
RETAIN EXISTING MULTI-USE PATH
RETAIN EXISTING BOARDWALK
DISTURBANCE (TYP)
APPROX. LIMIT OF
(BY OTHERS)
PROP RELOCATED SEWER LINE
RETAIN POLE
RETAIN TREES
C
F
F
C CF
CFC
F
C
F
C
C
F
F
C
F
C
F
C
F
F
F
C
F
C
FFWETLAND 1
STREAM B
NC Center for Geographic Information & Analysis
Project Number:
SB
Project Manager:
1" = 500'Scale:
02/20/2019Date:
Map Title:
Source:
Figure 2 - Soil Survey
Beaver Creek Sewer Relocation
Wake County, NC
Wake County Soil
Survey Sheet 65
¯0 500 1,000
Feet
12554.W14

NC Center for Geographic Information & Analysis
Project Number:
SB
Project Manager:
1" = 1000'Scale:
02/20/2019Date:
Map Title:
Source:
Figure 1 - USGS Map
Beaver Creek Sewer Relocation
Wake County, NC
2016 NC
New Hill Quad
¯0 1,000 2,000
Feet
12554.W14
ROY COOPER NORTH CAROLINA
Governor Environmental Quality
MICHAEL S. REGAN
secretory July 3, 2019
TIM BAUMGARTNER
Director
David Hughes
Town of Apex
P.O. Box 250
Apex, NC 27502 Expiration of Acceptance: 1/3/2020
Project: Town of Apex: Beaver Creek Sanitary Sewer Relocation & Greenway Extension/Relocation
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
{g -digit HUC1
Cape Fear 03030002 Riparian Wetland 0.35
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.
Thank you for your interest in the DMS in -lieu fee mitigation program. If you have any questions or need
additional information, please contact Kelly Williams at [phone].
cc: Debbie E. Shirley, agent
Sincerely,
Jame . B Stanfill
Asset nagement Supervisor
North Carolina Department or Environmental Qality I Division of Mitigation Services
217 W,Iones Street 11652 Mail Service Center I Raleigh, North Carolina 27699-1652
919.707.8976

Page 1 of 2
U.S. ARMY CORPS OF ENGINEERS
WILMINGTON DISTRICT

Action Id. SAW-2019-00433 County: Wake County U.S.G.S. Quad: New Hill

NOTIFICATION OF JURISDICTIONAL DETERMINATION

Property Owner/Applicant: Town of Apex Public Works and Utilities Department
David Hughes
Address: P.O. Box 250

Apex, NC 27502

Telephone Number:

Size (acres) 5.7 Nearest Town Apex
Nearest Waterway Beaver Creek River Basin Cape Fear
USGS HUC 03030002 Coordinates Latitude: 35.7319149103349
Longitude: -78.891861966685
Location description: The project area is approximately 5.7 acres located adjacent to NC 540 as identified on the attached
delineation map.

Indicate Which of the Following Apply:

A. Preliminary Determination

X There are waters, including wetlands, on the above described project area, that may be subject to Section 404 of the Clean
Water Act (CWA)(33 USC § 1344) and/or Section 10 of the Rivers and Harbors Act (RHA) (33 USC § 403). The
waters, including wetlands, have been delineated, and the delineation has been verified by the Corps to be sufficiently accurate
and reliable. Therefore this preliminary jurisdiction determination may be used in the permit evaluation process, including
determining compensatory mitigation. For purposes of computation of impacts, compensatory mitigation requirements, and other
resource protection measures, a permit decision made on the basis of a preliminary JD will treat all waters and wetlands that
would be affected in any way by the permitted activity on the site as if they are jurisdictional waters of the U.S. This preliminary
determination is not an appealable action under the Regulatory Program Administrative Appeal Process (Reference 33 CFR Part
331). However, you may request an approved JD, which is an appealable action, by contacting the Corps district for further
instruction.

There are wetlands on the above described property, that may be subject to Section 404 of the Clean Water Act (CWA)(33
USC § 1344) and/or Section 10 of the Rivers and Harbors Act (RHA) (33 USC § 403). However, since the
waters, including wetlands, have not been properly delineated, this preliminary jurisdiction determination may not be used in the
permit evaluation process. Without a verified wetland delineation, this preliminary determination is merely an effective
presumption of CWA/RHA jurisdiction over all of the waters, including wetlands, at the project area, which is not sufficiently
accurate and reliable to support an enforceable permit decision. We recommend that you have the waters of the U.S. on your
property delineated. As the Corps may not be able to accomplish this wetland delineation in a timely manner, you may wish to
obtain a consultant to conduct a delineation that can be verified by the Corps.

B. Approved Determination

There are Navigable Waters of the United States within the above described property subject to the permit requirements of
Section 10 of the Rivers and Harbors Act (RHA) (33 USC § 403) and Section 404 of the Clean Water Act (CWA)(33 USC §
1344). Unless there is a change in law or our published regulations, this determination may be relied upon for a period not to
exceed five years from the date of this notification.

There are waters of the U.S., including wetlands, on the above described project area subject to the permit requirements of
Section 404 of the Clean Water Act (CWA) (33 USC § 1344). Unless there is a change in the law or our published regulations,
this determination may be relied upon for a period not to exceed five years from the date of this notification.

We recommend you have the waters of the U.S. on your property delineated. As the Corps may not be able to accomplish
this wetland delineation in a timely manner, you may wish to obtain a consultant to conduct a delineation that can be verified by
the Corps.
SAW-2019-00433

The waters of the U.S., including wetlands, on your project area have been delineated and the delineation has been verified
by the Corps. We strongly suggest you have this delineation surveyed. Upon completion, this survey should be reviewed and
verified by the Corps. Once verified, this survey will provide an accurate depiction of all areas subject to CWA jurisdiction on
your property which, provided there is no change in the law or our published regulations, may be relied upon for a period not to
exceed five years.

The waters of the U.S., including wetlands, have been delineated and surveyed and are accurately depicted on the plat signed
by the Corps Regulatory Official identified below on ______________. Unless there is a change in the law or our published
regulations, this determination may be relied upon for a period not to exceed five years from the date of this notification.

There are no waters of the U.S., to include wetlands, present on the above described project area which are subject to the permit
requirements of Section 404 of the Clean Water Act (33 USC 1344). Unless there is a change in the law or our published
regulations, this determination may be relied upon for a period not to exceed five years from the date of this notification.

The property is located in one of the 20 Coastal Counties subject to regulation under the Coastal Area Management Act (CAMA).
You should contact the Division of Coastal Management in Morehead City, NC, at [phone] to determine their
requirements.

Placement of dredged or fill material within waters of the US, including wetlands, without a Department of the Army permit may
constitute a violation of Section 301 of the Clean Water Act (33 USC § 1311). Placement of dredged or fill material, construction or
placement of structures, or work within navigable waters of the United States without a Department of the Army permit may
constitute a violation of Sections 9 and/or 10 of the Rivers and Harbors Act (33 USC § 401 and/or 403). If you have any questions
regarding this determination and/or the Corps regulatory program, please contact James Lastinger at [phone] or
[e-mail].

C. Basis For Determination: See attached Preliminary JD form

D. Remarks:

E. Attention USDA Program Participants

This delineation/determination has been conducted to identify the limits of Corps’ Clean Water Act jurisdiction for the particular site
identified in this request. The delineation/determination may not be valid for the wetland conservation provisions of the Food Security
Act of 1985. If you or your tenant are USDA Program participants, or anticipate participation in USDA programs, you should request
a certified wetland determination from the local office of the Natural Resources Conservation Service, prior to starting work.

F. Appeals Information for Approved Jurisdiction Determinations (as indicated in Section B. above)

If you object to this determination, you may request an administrative appeal under Corps regulations at 33 CFR Part 331. Enclosed
you will find a Notification of Appeal Process (NAP) fact sheet and Request for Appeal (RFA) form. If you request to appeal this
determination you must submit a completed RFA form to the following address:

US Army Corps of Engineers
South Atlantic Division
Attn: Jason Steele, Review Officer
60 Forsyth Street SW, Room 10M15
Atlanta, Georgia 30303-8801

In order for an RFA to be accepted by the Corps, the Corps must determine that it is complete, that it meets the criteria for appeal
under 33 CFR part 331.5, and that it has been received by the Division Office within 60 days of the date of the NAP. Should you
decide to submit an RFA form, it must be received at the above address by___________.
It is not necessary to submit an RFA form to the Division Office if you do not object to the determination in this
correspondence.

Corps Regulatory Official: ______________________________________________________

Date: June 19, 2019 Expiration Date: N/A

SAW-2019-00433

The Wilmington District is committed to providing the highest level of support to the public. To help us ensure we
continue to do so, please complete our Customer Satisfaction Survey, located online at
http://corpsmapu.usace.army.mil/cm_apex/f?p=136:4:0.

Copy Furnished:

Soil & Environmental Consultants
Steven Ball
8412 Falls of the Neuse
Suite 104
Raleigh, NC 27615

SAW-2019-00433

NOTIFICATION OF ADMINISTRATIVE APPEAL OPTIONS AND PROCESS AND
REQUEST FOR APPEAL
Applicant: David Hughes, Town of Apex Public Works
and Utilities Department

File Number: SAW-2019-00433 Date: June 19, 2019
Attached is: See Section below
INITIAL PROFFERED PERMIT (Standard Permit or Letter of permission) A
PROFFERED PERMIT (Standard Permit or Letter of permission) B
PERMIT DENIAL C
APPROVED JURISDICTIONAL DETERMINATION D
PRELIMINARY JURISDICTIONAL DETERMINATION E
SECTION I - The following identifies your rights and options regarding an administrative appeal of the above decision.
Additional information may be found at http://www.usace.army.mil/Missions/CivilWorks/RegulatoryProgramandPermits.aspx or
Corps regulations at 33 CFR Part 331.
A: INITIAL PROFFERED PERMIT: You may accept or object to the permit.
 ACCEPT: If you received a Standard Permit, you may sign the permit document and return it to the district engineer for final
authorization. If you received a Letter of Permission (LOP), you may accept the LOP and your work is authorized. Your signature
on the Standard Permit or acceptance of the LOP means that you accept the permit in its entirety, and waive all rights to appeal the
permit, including its terms and conditions, and approved jurisdictional determinations associated with the permit.
 OBJECT: If you object to the permit (Standard or LOP) because of certain terms and conditions therein, you may request that the
permit be modified accordingly. You must complete Section II of this form and return the form to the district engineer. Your
objections must be received by the district engineer within 60 days of the date of this notice, or you will forfeit your right to appeal
the permit in the future. Upon receipt of your letter, the district engineer will evaluate your objections and may: (a) modify the
permit to address all of your concerns, (b) modify the permit to address some of your objections, or (c) not modify the permit
having determined that the permit should be issued as previously written. After evaluating your objections, the district engineer
will send you a proffered permit for your reconsideration, as indicated in Section B below.
B: PROFFERED PERMIT: You may accept or appeal the permit
 ACCEPT: If you received a Standard Permit, you may sign the permit document and return it to the district engineer for final
authorization. If you received a Letter of Permission (LOP), you may accept the LOP and your work is authorized. Your signature
on the Standard Permit or acceptance of the LOP means that you accept the permit in its entirety, and waive all rights to appeal the
permit, including its terms and conditions, and approved jurisdictional determinations associated with the permit.
 APPEAL: If you choose to decline the proffered permit (Standard or LOP) because of certain terms and conditions therein, you
may appeal the declined permit under the Corps of Engineers Administrative Appeal Process by completing Section II of this form
and sending the form to the division engineer. This form must be received by the division engineer within 60 days of the date of
this notice.
C: PERMIT DENIAL: You may appeal the denial of a permit under the Corps of Engineers Administrative
Appeal Process by completing Section II of this form and sending the form to the division engineer. This form
must be received by the division engineer within 60 days of the date of this notice.
D: APPROVED JURISDICTIONAL DETERMINATION: You may accept or appeal the approved JD or
provide new information.
 ACCEPT: You do not need to notify the Corps to accept an approved JD. Failure to notify the Corps within 60 days of the date of
this notice means that you accept the approved JD in its entirety, and waive all rights to appeal the approved JD.
 APPEAL: If you disagree with the approved JD, you may appeal the approved JD under the Corps of Engineers Administrative
Appeal Process by completing Section II of this form and sending the form to the division engineer. This form must be received by
the division engineer within 60 days of the date of this notice.
SAW-2019-00433

E: PRELIMINARY JURISDICTIONAL DETERMINATION: You do not need to respond to the Corps
regarding the preliminary JD. The Preliminary JD is not appealable. If you wish, you may request an approved
JD (which may be appealed), by contacting the Corps district for further instruction. Also you may provide new
information for further consideration by the Corps to reevaluate the JD.

SECTION II - REQUEST FOR APPEAL or OBJECTIONS TO AN INITIAL PROFFERED PERMIT
REASONS FOR APPEAL OR OBJECTIONS: (Describe your reasons for appealing the decision or your
objections to an initial proffered permit in clear concise statements. You may attach additional information to
this form to clarify where your reasons or objections are addressed in the administrative record.)

ADDITIONAL INFORMATION: The appeal is limited to a review of the administrative record, the Corps
memorandum for the record of the appeal conference or meeting, and any supplemental information that the
review officer has determined is needed to clarify the administrative record. Neither the appellant nor the Corps
may add new information or analyses to the record. However, you may provide additional information to clarify
the location of information that is already in the administrative record.
POINT OF CONTACT FOR QUESTIONS OR INFORMATION:
If you have questions regarding this decision and/or the
appeal process you may contact:
District Engineer, Wilmington Regulatory Division,
Raleigh Regulatory Field Office
Attn: James Lastinger
3331 Heritage Trade Dr., suite 105
Wake Forest, NC 27587
919-554-4884 ext 32
If you only have questions regarding the appeal process you may
also contact:
Mr. Jason Steele, Administrative Appeal Review Officer
CESAD-PDO
U.S. Army Corps of Engineers, South Atlantic Division
60 Forsyth Street, Room 10M15
Atlanta, Georgia 30303-8801
Phone: [phone]
RIGHT OF ENTRY: Your signature below grants the right of entry to Corps of Engineers personnel, and any government
consultants, to conduct investigations of the project site during the course of the appeal process. You will be provided a 15 day
notice of any site investigation, and will have the opportunity to participate in all site investigations.

________________________________________
Signature of appellant or agent.
Date: Telephone number:

For appeals on Initial Proffered Permits send this form to:

District Engineer, Wilmington Regulatory Division, Attn: James Lastinger, 69 Darlington Avenue, Wilmington,
North Carolina 28403

For Permit denials, Proffered Permits and approved Jurisdictional Determinations send this form to:

Division Engineer, Commander, U.S. Army Engineer Division, South Atlantic, Attn: Mr. Jason Steele,
Administrative Appeal Officer, CESAD-PDO, 60 Forsyth Street, Room 10M15, Atlanta, Georgia 30303-8801
Phone: [phone]

Appendix 2 - PRELIMINARY JURISDICTIONAL DETERMINATION (PJD) FORM
BACKGROUND INFORMATION
A.REPORT COMPLETION DATE FOR PJD:
B.NAME AND ADDRESS OF PERSON REQUESTING PJD:
C.DISTRICT OFFICE, FILE NAME, AND NUMBER:
D.PROJECT LOCATION(S) AND BACKGROUND INFORMATION:
(USE THE TABLE BELOW TO DOCUMENT MULTIPLE AQUATIC RESOURCES AND/OR
AQUATIC RESOURCES AT DIFFERENT SITES)
State: County/parish/borough: City:
Center coordinates of site (lat/long in degree decimal format):
Lat.:Long.:
Universal Transverse Mercator:
Name of nearest waterbody:
E.REVIEW PERFORMED FOR SITE EVALUATION (CHECK ALL THAT APPLY):
Office (Desk) Determination. Date:
Field Determination. Date(s):
TABLE OF AQUATIC RESOURCES IN REVIEW AREA WHICH “MAY BE”SUBJECT TO REGULATORY
JURISDICTION.
Site
number
Latitude
(decimal
degrees)
Longitude
(decimal
degrees)
Estimated amount
of aquatic resource
in review area
(acreage and linear
feet, if applicable)
Type of aquatic
resource (i.e., wetland
vs. non-wetland
waters)
Geographic authority
to which the aquatic
resource “may be”
subject (i.e., Section
404 or Section 10/404)
A 35.731319 -78.890830 1188ft Perennial Stream Section 404
B 35.732008 -78.893230 241ft Intermittent Stream Section 404
W1 35.731027 -78.894238 0.08ac Wetland Section 404
W2 35.731649 -78.892239 1.86ac Wetland Section 404
W3 35.731794 -78.891038 0.22ac Wetland Section 404
06/19/2019
Steven Ball - 8412 Falls of Neuse Road, Raleigh NC 27615
CESAW-RG-R, Beaver Creek sewer, SAW-2019-00433
NC Wake Apex
35.731717 -78.891950
NAD 83
Beaver Creek
March 12, 2019
1) The Corps of Engineers believes that there may be jurisdictional aquatic resources in
the review area, and the requestor of this PJD is hereby advised of his or her option
to request and obtain an approved JD (AJD) for that review area based on an
informed decision after having discussed the various types of JDs and their
characteristics and circumstances when they may be appropriate.
2) In any circumstance where a permit applicant obtains an individual permit, or a
Nationwide General Permit (NWP) or other general permit verification requiring “pre-
construction notification” (PCN), or requests verification for a non-reporting NWP or
other general permit, and the permit applicant has not requested an AJD for the
activity, the permit applicant is hereby made aware that: (1) the permit applicant has
elected to seek a permit authorization based on a PJD, which does not make an
official determination of jurisdictional aquatic resources; (2) the applicant has the
option to request an AJD before accepting the terms and conditions of the permit
authorization, and that basing a permit authorization on an AJD could possibly result
in less compensatory mitigation being required or different special conditions; (3) the
applicant has the right to request an individual permit rather than accepting the terms
and conditions of the NWP or other general permit authorization; (4) the applicant can
accept a permit authorization and thereby agree to comply with all the terms and
conditions of that permit, including whatever mitigation requirements the Corps has
determined to be necessary; (5) undertaking any activity in reliance upon the subject
permit authorization without requesting an AJD constitutes the applicant’s acceptance
of the use of the PJD; (6) accepting a permit authorization (e.g., signing a proffered
individual permit)or undertaking any activity in reliance on any form of Corps permit
authorization based on a PJD constitutes agreement that all aquatic resources in the
review area affected in any way by that activity will be treated as jurisdictional, and
waives any challenge to such jurisdiction in any administrative or judicial compliance
or enforcement action, or in any administrative appeal or in any Federal court; and (7)
whether the applicant elects to use either an AJD or a PJD, the JD will be processed
as soon as practicable. Further, an AJD, a proffered individual permit (and all terms
and conditions contained therein), or individual permit denial can be administratively
appealed pursuant to 33 C.F.R. Part 331. If, during an administrative appeal, it
becomes appropriate to make an official determination whether geographic
jurisdiction exists over aquatic resources in the review area, or toprovideanofficial
delineation of jurisdictional aquatic resources in the review area, the Corps will
provide an AJD to accomplish that result, as soon as is practicable. This PJD finds
that there “may be” waters of the U.S. and/or that there “may be”navigable waters of
the U.S. on the subject review area, and identifies all aquatic features in the review
area that could be affected by the proposed activity, based on the following
information:
SUPPORTING DATA. Data reviewed for PJD (check all that apply)
Checked items should be included in subject file. Appropriately reference sources
below where indicated for all checked items:
Maps, plans, plots or plat submitted by or on behalf of the PJD requestor:
Map: ________________BBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBB.
Data sheets prepared/submitted by or on behalf of the PJD requestor.
Office concurs with data sheets/delineation report.
Office does not concur with data sheets/delineation report. Rationale: _______BBBBBBBBBBBB.
Data sheets prepared by the Corps:________BBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBB.
Corps navigable waters’ study: ____________BBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBB.
U.S. Geological Survey Hydrologic Atlas: ________BBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBB.
USGS NHD data.
USGS 8 and 12 digit HUC maps.
U.S. Geological Survey map(s). Cite scale & quad name: _________BBBBBBBBBBBBBBBBBBBBBB.
Natural Resources Conservation Service Soil Survey. Citation: __________BBBBBBBBBBBBBBBBB.
National wetlands inventory map(s). Cite name: ________BBBBBBBBBBBBBBBBBBBBBBBBBBBBBB.
State/local wetland inventory map(s): ____________BBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBB.
FEMA/FIRM maps: ________________BBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBB.
100-year Floodplain Elevation is: ____BBBBBBBBBBBB.(National Geodetic Vertical Datum of 1929)
Photographs: Aerial (Name & Date): ______BBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBB.
or Other (Name & Date): ______BBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBB.
Previous determination(s). File no. and date of response letter: __________BBBBBBBBBBBBBBBB.
Other information (please specify): ______________BBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBB.
IMPORTANT NOTE: The information recorded on this form has not necessarily
been verified by the Corps and should not be relied upon for later jurisdictional
determinations.
Signature and date of Signature and date of
Regulatory staff member person requesting PJD
completing PJD (REQUIRED, unless obtaining
the signature is impracticable)
1
1 Districts may establish timeframes for requestor to return signed PJD forms. If the requestor does not respond
within the established time frame, the district may presume concurrence and no additional follow up is
necessary prior to finalizing an action.
entitled "Beaver Creek Sewer relocation" dated 3/13/19
Corps Arc Viewer NHD dataset
1"=1000' & New Hill, NC Quad
Wake SS Sheet 65
Corps Arc Viewer USFWS NWI dataset
undated
Steven Ball Digitally signed by Steven Ball
DN: cn=Steven Ball, o, ou=S&EC,
email=[e-mail], c=US
Date: 2019.03.13 11:53:05 -04'00'
127(3DUFHOERXQGDU\VKRZQLVEDVHGRQDJHRUHIHUHQFHGLPDJHIURPWKH:DNH&R*,6PDSSLQJZHEVLWHDOLJQHGEDVHGRQ1&'27URDGV*,6OD\HU$VVXFKDOOFDOFXODWHGDUHDVVKRZQKHUHLQDUHDSSUR[LPDWHDQGVXEMHFWWRFKDQJHEDVHGRQQHZRUEHWWHULQIRUPDWLRQ773/773/773/773/773/77&+77!?!?'3'3%$  :::7RSRIEDQNIODJJHGIURP1&WRHDVWHUQHYDOXDWLRQDUHD6WUHDPOLNHO\GLVVLSDWHVRQFHLWKLWVZHWODQGRXWVLGHRIWKHHYDOXDWLRQDUHD':5VKRXOGFRQILUP1 &+:<6 %
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&RQWRXUV Detailed Delineation of Waters of the US Suitable for Preliminary Planning Only S&EC reserves the right to modify this map based on more fieldwork, and any other additional information. Approximations were mapped using topographic maps, air photos and ground truthing. If the site is going to be disturbed, S&EC’s detailed delineation should be approved and permitted by the U.S. Army Corps of Engineers as required. If the user of this work desires an accurate map of the regulated features flagged by S&EC, they should retain a NC Registered Professional Land Surveyor to locate S&EC’s flagging. )ODJVDUHSLQN6 (&ORJRSLQIODJVGHQRWLQJWRSRIEDQN6LWHFRQILUPHGE\-DPHV/DVWLQJHURIWKH86$&(RQ0DUFK
011200026JULY 2019 ISSUED FOR CONSTRUCTIONBY DATE WATER AND SEWER OPERATIONS DIVISION OF WATER
RESOURCES TOWN OF APEX, NORTH CAROILNA
PERMIT DRAWINGS
BEAVER CREEK SANITARY SEWER
300 WEST MORGAN STREET, SUITE 1500, DURHAM, NC 27701
PHONE: [phone] FAX: [phone]
NC LICENSE #F-0102
KELLY ROAD TO ASHLEY DOWNS
BEAVER CREEK SANITARY SEWER
PREPARED FOR
WATER AND SEWER OPERATIONS
DIVISION OF WATER RESOURCES
TOWN OF APEX, NORTH CAROILNA
INDEX AND
ABBREVIATIONS©2
ABBREVIATIONS LEGEND
INDEX TO SHEETS
BEAVER CREEK SANITARY SEWER
PREPARED FOR
WATER AND SEWER OPERATIONS
DIVISION OF WATER RESOURCES
TOWN OF APEX, NORTH CAROILNA
GENERAL NOTES©3
GENERAL NOTES:
EROSION AND SEDIMENTATION CONTROL
NOTES:
GENERAL CONSTRUCTION AND EROSION
CONTROL SEQUENCE:
–
UTILITY NOTES:
PROJECT NOTES:
BEAVER CREEK SANITARY SEWER
PREPARED FOR
WATER AND SEWER OPERATIONS
DIVISION OF WATER RESOURCES
TOWN OF APEX, NORTH CAROILNA
ACCESS, CLOSURE &
ABANDONMENT PLAN©4
BEAVER CREEK SANITARY SEWER
PREPARED FOR
WATER AND SEWER OPERATIONS
DIVISION OF WATER RESOURCES
TOWN OF APEX, NORTH CAROILNA
PLAN AND PROFILE
STA 10+00 TO 18+00©5
REBAR/CAP
N:721192.094'
E:2032332.263'
EL:278.87'S44° 42' 09"W 326.23'
S54° 16' 05"
W 250.10'S07° 32' 01"E 136.83'S13° 03' 00"E 77.83'S13° 03' 00"E78.56'S44° 42' 09"W 331.37'S23° 39' 43"W49.82'S23° 52
'
06"E
125
.40
'S23° 52
'
06"E70.78'
S5
9
°

0
9
'

1
3
"
E

3
6
9
.
4
6
'S07° 32' 01"E 120.51'BEAVER CREEK SANITARY SEWER
PREPARED FOR
WATER AND SEWER OPERATIONS
DIVISION OF WATER RESOURCES
TOWN OF APEX, NORTH CAROILNA
PLAN AND PROFILE
STA 18+00 TO 27+00©6
NOTES:
1.ALL LOCATION & SIZES OF DRAIN PIPE TO BE VERIFIED AND APPROVED BY THE TOWN OF
APEX CONSTRUCTION MANAGEMENT DEPARTMENT.
2.ALL DRAIN PIPE BELOW THE GREENWAY SHALL BE 15" MINIMUM DIAMETER RCP.
3.ALL LUMBER USED SHALL BE PRESSURE TREATED AND RATED FOR GROUND CONTACT.
4.SUBGRADE SHALL BE STABLE AND COMPACTED.
ASPHALT PAVED PATH
TOWN OF APEX
STANDARDS GREENWAY SECTIONS 200.03
STD. NO.
SHEET 1 OF 1EFFECTIVE: NOVEMBER 20, 2007
2'10'2'
2% MAX. CROSS SLOPE 4% MAX.4% MAX.
CONCRETE PAVED PATH
2'10'2'
4% MAX.4% MAX.
1'
1'
6x6x10 WELDED WIRE SET 2" BELOW SURFACE
2% MAX. CROSS SLOPE
PAVEMENT DESIGN:
4" CONCRETE
6" AGGREGATE BASE COURSE
PAVEMENT DESIGN:
2" ASPHALT CONCRETE SURFACE COURSE
6" AGGREGATE BASE COURSE
WOVEN GEOTEXTILE FABRIC
CONTROL JOINTS 1
8"
WIDE, 1" DEEP, 6' O.C.
PERPENDICULAR TO
RUN OF WALK
EXPANSION JOINTS 1
2"
RECESS, 1
2" WIDE, 30' MAX O.C.
PERPENDICULAR TO RUN OF
WALK
85 LBSFRAME
150 LBS
65 LBS
TOTAL
COVER
MIN. AVG. WT.
TOWN OF APEX
STANDARDS
MANHOLE RING & ROTATING COVER FOR
WATERTIGHT MANHOLES (NON-TRAFFIC ONLY)700.05
STD. NO.
SHEET 2 OF 2EFFECTIVE: NOVEMBER 20, 2007
FRAME SECTION B-B
A A
B
B
32" DIA.
25 1/4" DIA.
27" DIA.
1 7/8"
5"
1/2"
1"
COVER SECTION A-A
27" DIA.
3/4"1/2"
FRAME SECTION A-A
COVER SECTION B-B
25 3/8" DIA.
28" DIA.DO NOT STAND1"
5 3/8"
2"
3/4"
2"
11 5/8"
1/2"TO W N O F A P
E
X
S A N IT A RY SEW
E
R
CONFI
N
E
D SPACE - DO N O T ENTERDANGE
R
- PERM I T R E Q U IRED3/4" RAISED LETTERING
(RECESSED FLUSH)
(3) HEX HEAD 3/8"-24X1 3/8" LONG
STAINLESS STEEL BOLTS WITH
WASHERS & NUTS
(4) 1" DIA. HANDLING HOLES
ON A 29 3/4" DIA. B.C.
3/4" RAISED LETTERING
(RECESSED FLUSH)
CAST-IN
STAINLESS
STEEL ROD
CAST-IN GROOVE
FOR 1/4" DIA.
NEOPRENE
GASKET
FACTORY CAST IN PLACE WATERTIGHT
FRAME & COVER, SEE DETAIL 7.05, SEE
PLANS FOR TOP ELEVATION
4'-0" to 8'-0" I.D.
4" MIN
1'-0"
TOWN OF APEX
STANDARDS
STD. NO.
NOTES:
1.FOR DEAD-END MANHOLES,
THE INVERT SHALL BE
EXTENDED THROUGH THE
MANHOLE.
2.ON THE INTERIOR OF THE
MANHOLE, ALL JOINTS
BETWEEN SECTIONS SHALL
BE PARGED WITH
NON-SHRINK GROUT.
3.ON THE INTERIOR OF ALL
OUTFALL MANHOLES, ALL
JOINTS BETWEEN
SECTIONS SHALL BE
PARGED WITH PRECO-PLUG
QUICK SETTING GROUT.
4.ON THE EXTERIOR OF ALL
MANHOLES, ALL JOINTS
BETWEEN SECTIONS SHALL
BE CONTINUOUSLY
WRAPPED WITH 12" WIDE
WATERPROOF BITUMINOUS
TAPE.
5.SEWER MANHOLES WITHIN
1200 FEET OF FORCE MAIN
CONNECTION SHALL HAVE
INTERIOR EPOXY COATED.MINHYFE
HYFE
FLANGE
VENT DETAIL
FACTORY CAST IN PLACE PIPE
FLANGE 12" ABOVE MH TOP
PROPOSED GRADE
VENT OPENING TO BE
2' MIN ABOVE 100 YEAR
FLOOD ELEVATION
(OPENING TO BE SCREENED)
4" HOT DIPPED GALV PIPE
STANDARD TYPICAL VENT
TONGUE & GROVE JOINT
WITH RUBBER 'O' RING
OR RAM-NECK
4000 PSI CONCRETE
(REINF NOT SHOWN)
MIN AS=0.12 IN²
FT
MANHOLE OPENING AS
PER PLANS
(BY MANUFACTURER)
SLOPE 1
4" PER FOOT
SHAPED INVERT
CONCRETE OR MASONRY
8" NO. 57 STONE
WATERTIGHT
JOINT
MONOLITHIC LOWER
BARREL & BASE
SLAB SECTION
VARIABLE HEIGHT
INTERMEDIATE SECTION
AS REQUIRED
HEIGHT= 16", 32", OR 48"
GASKET
STAINLESS
STEEL BOLTS
1'-4"TYP.
SWING LID
2'-0"2' MIN
2' MIN
EFFECTIVE: DECEMBER 21, 2010
PRECAST MANHOLE 700.04
SHEET 3 OF 3
4'-0" to 8'-0" I.D.
4" MIN
1'-0"
TOWN OF APEX
STANDARDS
STD. NO.
EFFECTIVE: DECEMBER 18, 2012
PROPOSED GRADE
TONGUE & GROOVE JOINT
WITH RUBBER 'O'RING
OR RAM-NECK
4000 PSI CONCRETE
(REINFORCEMENT NOT SHOWN)
MIN AS=0.12 IN²/FT
MANHOLE OPENINGS AS
PER PLANS (BY MANUFACTURER)
SLOPE 1
4"PER FOOT
SHAPED INVERT
CONCRETE OR MASONRY
8" NO.57 STONE
WATERTIGHT
JOINT
MONOLITHIC LOWER
BARREL & BASE
SLAB SECTION
VARIABLE HEIGHT
INTERMEDIATE SECTION
AS REQUIRED
HEIGHT= 16", 32", OR 48"
2'-0" MIN
1'-4" TYP.
PRECAST MANHOLE (OUTFALLS)700.04
SHEET 2 OF 3
BOLTED FRAME & SWING LID
SEE DETAIL 700.05 (2 OF 2)
MANHOLES >3' ABOVE GRADE
REQUIRE EXTERIOR STEPS
NOTES:
1.FOR DEAD-END MANHOLES,
THE INVERT SHALL BE
EXTENDED THROUGH THE
MANHOLE.
2.ON THE INTERIOR OF THE
MANHOLE, ALL JOINTS
BETWEEN SECTIONS SHALL BE
PARGED WITH NON-SHRINK
GROUT.
3.ON THE INTERIOR OF ALL
MANHOLES, ALL JOINTS
BETWEEN SECTIONS SHALL BE
PARGED WITH PRECO-PLUG
QUICK SETTING GROUT.
4.ON THE EXTERIOR OF ALL
MANHOLES, ALL JOINTS
BETWEEN SECTIONS SHALL BE
CONTINUOUSLY WRAPPED
WITH 12" WIDE WATERPROOF
BITUMINOUS TAPE.
5.SEWER MANHOLES WITHIN
1200 FEET OF FORCE MAIN
CONNECTION SHALL HAVE
INTERIOR EPOXY COATED.
6"
CLASS A BEDDING
REQUIRED FOR DEPTHS ≤ 16 FEET
FINISHED GRADE / SUBGRADE
NOTES:
1.FOR TRENCHES REQUIRING SHORING & BRACING, DIMENSIONS SHALL BE TAKEN FROM
THE INSIDE FACE OF THE SHORING & BRACING.
2.INSTALLATIONS > 13 FEET AND < 20 FEET DEPTH SHALL BE DIP OR C900 DR 18.
TOWN OF APEX
STANDARDS SANITARY SEWER PIPE BEDDING & BACKFILLING700.01
STD. NO.
SHEET 1 OF 1EFFECTIVE: JULY 21, 2015
TRENCH WIDTH
MIN: PIPE OUTSIDE DIA. +8" EACH SIDE
MAX: PIPE OUTSIDE DIA. +12" EACH SIDE
FINISHED GRADE / SUBGRADE
6"
CLASS B BEDDING
REQUIRED FOR DEPTHS > 16 FEET
METALLIC LOCATOR TAPE
SHALL BE INSTALLED 18"
BELOW FINISHED GRADE
FOR ALL PVC MAINS
BACKFILL
NO. 57 OR 67 STONE6"
TRENCH WIDTH
MIN: PIPE OUTSIDE DIA. +8" EACH SIDE
MAX: PIPE OUTSIDE DIA. +12" EACH SIDE
INITIAL LIFT: 12" MAX.
NON TRAFFIC AREAS: 12" MAX. LIFTS
TRAFFIC AREAS: 6" MAX. LIFTS
COMPACTION: 95% MAX. DRY DENSITY
(STANDARD PROCTOR)
3' MIN. COVER - NON-TRAFFIC
4' MIN. COVER - TRAFFIC
3' MIN. COVER - NON-TRAFFIC
4' MIN. COVER - TRAFFIC
EFFECTIVE: DECEMBER 21, 2010 [CONTRACTOR'S NAME][PHONE NUMBER][CONTRACTOR'S NAME][PHONE NUMBER]
TOP ELEVATION OF STORMWATER
FRONT VIEW
EXISTING SLOPE
SIDE VIEW
11 MAX.
STEP SEQUENCE
EXISTING SL
O
P
E
WEIR
TOWN OF APEX
STANDARDS CHECK DAM 400.05
STD. NO.
SHEET 1 OF 1EFFECTIVE: DECEMBER 3, 2002
NOTE:
1.HEIGHT & WIDTH DETERMINED BY
EXISTING TOPOGRAPHY AND
SEDIMENT STORAGE REQUIRED.
2.KEY RIP RAP INTO THE DAM FOR
STABILIZATION.
#57 WASHED STONE
FILTER FABRIC
CLASS 1 RIP-RAP
VARIES
VARIES
6"-1'
EXISTING SLOPES
KEYED RIP RAP
#57 WASHED STONE
VARIES
6"-1'
VARIES
DESIGN OF SPILLWAYS
DRAINAGE
AREA (AC)
MIN. WEIR
LENGTH (FT)
1 4
2 6
3 8
4 10
5 12
8' MAX
2'
3'
26"
FRONT VIEW
SIDE VIEW
TOWN OF APEX
STANDARDS TEMPORARY SILT FENCE 400.01
STD. NO.
SHEET 1 OF 1
MIN.10 GA.
LINE WIRES
MIN.121
2 GA.
INTERMEDIATE
WIRES
GRADE
SILT FENCE FABRIC
INSTALLED TO SECOND
WIRE FROM TOP
NOTES:
1.USE SILT FENCE ONLY WHEN
DRAINAGE AREA DOES NOT
EXCEED 1
4 ACRE AND NEVER IN
AREAS OF CONCENTRATED
FLOW.
2.END OF SILT FENCE NEEDS TO BE
TURNED UPHILL.
3.WRAP THE SILT FENCE AROUND
ALL EXISTING FIRE HYDRANTS SO
THAT THEY ARE FULLY VISIBLE
FROM THE ROADWAY.
4.ALL SILT FENCE MUST HAVE A
MINIMUM OF 5' OF CLEARANCE
FROM THE FIRE HYDRANT.
*USE #57 WASHED STONE FOR
REPAIR OF SILT FENCE FAILURES,
AND FOR ANCHOR WHEN SILT
FENCE IS PROTECTING CATCH
BASIN.
ANCHOR SKIRT AS
DIRECTED BY ENGINEER*
6" MIN. COVER
OVER SKIRT*
GRADE
FILL SLOPE
SILT FENCE GEOTEXTILE FABRIC
WOVEN WIRE FABRIC
STEEL POST
VARIABLE AS DIRECTED BY THE ENGINEER
32" MIN. WIDTH
SF SF
SF
SFSFFIRE
HYDRANT
CURB AND
GUTTER
PROPERTY LINE
SILT
FENCE
FH INSTALLATION
SIDEWALK
EFFECTIVE: JANUARY 20, 2015
TOWN OF APEX
STANDARDS TEMPORARY STREAM CROSSING 400.11
STD. NO.
SHEET 1 OF 2
SURFACE FLOW
DIVERSION
ORIGINAL
STREAMBANK
SURFACE FLOW
DIVERSION
INSTALLATION NOTES:
1. REFER TO "NORTH CAROLINA DIVISION OF FOREST
RESOURCES" LITERATURE, INSTALLATION
MAINTENANCE GUIDELINES, & "NORTH CAROLINA
FORESTRY BMP MANUAL-2006".
2. USE A BULLDOZER, KNUCKLEBOOM LOADER, OR
SKIDDER TO INSTALL & REMOVE DRAGLINE MATS.
3. KEEP HEAVY EQUIPMENT OUT OF STREAM.
4. INSTALL WATER DIVERSION DEVICES (WATER BARS,
TURNOUTS, BROAD-BASED DIPS, ETC.) ON BOTH
SIDES OF THE MATS.
5. STABILIZE EXPOSED MINERAL SOIL WITH TREE TOPS
OR BRUSH DURING MAT INSTALLATION, AND
SEEDING/MULCH AFTER MAT REMOVAL.
6. INSTALL MATS TO CREATE A MINIMUM TEN FOOT
BRIDGE WIDTH.
MAINTENANCE NOTES:
1. KEEP MATS' SURFACE FREE OF MINERAL SOIL AND
DEBRIS THAT COULD ENTER STREAM.
2. PERIODICALLY CHECK MAT HARDWARE; RETIGHTEN
NUTS & CABLE CLAMPS AS NECESSARY TO MAINTAIN
BRIDGE STRENGTH AND INTEGRITY.
3. IMMEDIATELY REMOVE ANY DEBRIS WHICH ENTERS
THE STREAM AT THE CROSSING LOCATION.
REMOVAL NOTES:
1. CLEAN OFF BRIDGE SURFACE.
2. REMOVE MATS BY USING MAT CABLE LOOP OR
SKIDDER GRAPPLE.
3. PERMANENTLY STABILIZE DISTURBED PORTIONS OF
STREAM BANK AND APPROACH ROADS WITH
PERENNIAL GRASSES/MULCH (OR WETLAND MIX
WHEN APPLICABLE).
4. LEAVE APPROPRIATE WATER DIVERSION
STRUCTURES IN PLACE ON BOTH SIDES OF STREAM.
STR
E
A
M
C
H
A
N
N
E
L
STRE
A
M
B
A
N
K
SUR
F
A
C
E
FLO
W
DIVE
R
SI
O
N
(TYP.)
BRI
D
G
E
M
A
T
SIDE VIEW
PERSPECTIVE VIEW
STREAM
1/4 SUPPORTED1/4 SUPPORTED
BRIDGEMAT
APP
R
O
A
C
H
W
A
Y
EFFECTIVE: JANUARY 20, 2015
2" X 8"
RAIL
DETAIL MODIFIED BY KIMLEY-HORN
BEAVER CREEK SANITARY SEWER
PREPARED FOR
WATER AND SEWER OPERATIONS
DIVISION OF WATER RESOURCES
TOWN OF APEX, NORTH CAROILNA
TOWN OF APEX
STANDARD DETAILS©7
TYPICAL SHEETING
ANTI SEEPAGE COLLAR
TRENCH EVACUATION LIMITS MANHOLE BOLTED JOINT CONNECTION
PRECAST JOINT SEALING
MAINTENANCE
TYPICAL DITCH DETAIL
DITCH EROSION RETENTION BLANKET
STONE FILTER TPF (TREE PROTECTION FENCE)STONE FILTER INLET PROTECTION
TEMPORARY GRAVEL
CONSTRUCTION ENTRANCE / EXIT
ABANDONED MANHOLE
BEAVER CREEK SANITARY SEWER
PREPARED FOR
WATER AND SEWER OPERATIONS
DIVISION OF WATER RESOURCES
TOWN OF APEX, NORTH CAROILNA
MISCELLANEOUS
STANDARD DETAILS©8
STREAM PUMP-AROUND OPERATION
UNPAVED SURFACE MAINTENANCE AND RESTORATION
NCDEQ RIPRAP BANK DETAIL
ENERGY DISSIPATER PUMP OUTLET
SEEDING SPECIFICATIONS
DWQ GROUND STABILIZATION CHART GEOTEXTILE DEWATERING DIRT BAG
WATER FILLED COFFER DAM
STREAM CROSSING
BEAVER CREEK SANITARY SEWER
PREPARED FOR
WATER AND SEWER OPERATIONS
DIVISION OF WATER RESOURCES
TOWN OF APEX, NORTH CAROILNA
MISCELLANEOUS
STANDARD DETAILS©9
^
BEAVER CREEK SANITARY SEWER
PREPARED FOR
WATER AND SEWER OPERATIONS
DIVISION OF WATER RESOURCES
TOWN OF APEX, NORTH CAROILNA
MISCELLANEOUS
STANDARD DETAILS©10
TEMPORARY SILT & TREE PROTECTION FENCE
OUTLET STABILIZATION STRUCTURE
MUD MAT
NCG01 GROUND STABILIZATION AND MATERIALS HANDLING EFFECTIVE: 04/01/19
GROUND STABILIZATION AND MATERIALS HANDLING PRACTICES FOR COMPLIANCE WITH
THE NCG01 CONSTRUCTION GENERAL PERMIT
Implementing the details and specifications on this plan sheet will result in the construction
activity being considered compliant with the Ground Stabilization and Materials Handling
sections of the NCG01 Construction General Permit (Sections E and F, respectively). The
permittee shall comply with the Erosion and Sediment Control plan approved by the
delegated authority having jurisdiction. All details and specifications shown on this sheet
may not apply depending on site conditions and the delegated authority having jurisdiction.
GROUND STABILIZATION SPECIFICATION
Stabilize the ground sufficiently so that rain will not dislodge the soil. Use one of the
techniques in the table below:
POLYACRYLAMIDES (PAMS) AND FLOCCULANTS
1.Select flocculants that are appropriate for the soils being exposed during
construction, selecting from the NC DWR List of Approved PAMS/Flocculants.
2.Apply flocculants at or before the inlets to Erosion and Sediment Control Measures.
3.Apply flocculants at the concentrations specified in the NC DWR List of Approved
PAMS/Flocculants and in accordance with the manufacturer's instructions.
4.Provide ponding area for containment of treated Stormwater before discharging
offsite.
5.Store flocculants in leak-proof containers that are kept under storm-resistant cover
or surrounded by secondary containment structures.
HAZARDOUS AND TOXIC WASTE
1.Create designated hazardous waste collection areas on-site.
2.Place hazardous waste containers under cover or in secondary containment.
3.Do not store hazardous chemicals, drums or bagged materials directly on the ground.
EQUIPMENT AND VEHICLE MAINTENANCE
1.Maintain vehicles and equipment to prevent discharge of fluids.
2.Provide drip pans under any stored equipment.
3.Identify leaks and repair as soon as feasible, or remove leaking equipment from the
project.
4.Collect all spent fluids, store in separate containers and properly dispose as
hazardous waste (recycle when possible).
5.Remove leaking vehicles and construction equipment from service until the problem
has been corrected.
6.Bring used fuels, lubricants, coolants, hydraulic fluids and other petroleum products
to a recycling or disposal center that handles these materials.
LITTER, BUILDING MATERIAL AND LAND CLEARING WASTE
1.Never bury or burn waste. Place litter and debris in approved waste containers.
2.Provide a sufficient number and size of waste containers (e.g dumpster, trash
receptacle) on site to contain construction and domestic wastes.
3.Locate waste containers at least 50 feet away from storm drain inlets and surface
waters unless no other alternatives are reasonably available.
4.Locate waste containers on areas that do not receive substantial amounts of runoff
from upland areas and does not drain directly to a storm drain, stream or wetland.
5.Cover waste containers at the end of each workday and before storm events or
provide secondary containment. Repair or replace damaged waste containers.
6.Anchor all lightweight items in waste containers during times of high winds.
7.Empty waste containers as needed to prevent overflow. Clean up immediately if
containers overflow.
8.Dispose waste off-site at an approved disposal facility.
9.On business days, clean up and dispose of waste in designated waste containers.
PAINT AND OTHER LIQUID WASTE
1.Do not dump paint and other liquid waste into storm drains, streams or wetlands.
2.Locate paint washouts at least 50 feet away from storm drain inlets and surface
waters unless no other alternatives are reasonably available.
3.Contain liquid wastes in a controlled area.
4.Containment must be labeled, sized and placed appropriately for the needs of site.
5.Prevent the discharge of soaps, solvents, detergents and other liquid wastes from
construction sites.
PORTABLE TOILETS
1.Install portable toilets on level ground, at least 50 feet away from storm drains,
streams or wetlands unless there is no alternative reasonably available. If 50 foot
offset is not attainable, provide relocation of portable toilet behind silt fence or place
on a gravel pad and surround with sand bags.
2.Provide staking or anchoring of portable toilets during periods of high winds or in high
foot traffic areas.
3.Monitor portable toilets for leaking and properly dispose of any leaked material.
Utilize a licensed sanitary waste hauler to remove leaking portable toilets and replace
with properly operating unit.
HERBICIDES, PESTICIDES AND RODENTICIDES
1.Store and apply herbicides, pesticides and rodenticides in accordance with label
restrictions.
2.Store herbicides, pesticides and rodenticides in their original containers with the
label, which lists directions for use, ingredients and first aid steps in case of
accidental poisoning.
3.Do not store herbicides, pesticides and rodenticides in areas where flooding is
possible or where they may spill or leak into wells, stormwater drains, ground water
or surface water. If a spill occurs, clean area immediately.
4.Do not stockpile these materials onsite.
CONCRETE WASHOUTS
1.Do not discharge concrete or cement slurry from the site.
2.Dispose of, or recycle settled, hardened concrete residue in accordance with local
and state solid waste regulations and at an approved facility.
3.Manage washout from mortar mixers in accordance with the above item and in
addition place the mixer and associated materials on impervious barrier and within
lot perimeter silt fence.
4.Install temporary concrete washouts per local requirements, where applicable. If an
alternate method or product is to be used, contact your approval authority for
review and approval. If local standard details are not available, use one of the two
types of temporary concrete washouts provided on this detail.
5.Do not use concrete washouts for dewatering or storing defective curb or sidewalk
sections. Stormwater accumulated within the washout may not be pumped into or
discharged to the storm drain system or receiving surface waters. Liquid waste must
be pumped out and removed from project.
6.Locate washouts at least 50 feet from storm drain inlets and surface waters unless it
can be shown that no other alternatives are reasonably available. At a minimum,
install protection of storm drain inlet(s) closest to the washout which could receive
spills or overflow.
7.Locate washouts in an easily accessible area, on level ground and install a stone
entrance pad in front of the washout. Additional controls may be required by the
approving authority.
8.Install at least one sign directing concrete trucks to the washout within the project
limits. Post signage on the washout itself to identify this location.
9.Remove leavings from the washout when at approximately 75% capacity to limit
overflow events. Replace the tarp, sand bags or other temporary structural
components when no longer functional. When utilizing alternative or proprietary
products, follow manufacturer's instructions.
10.At the completion of the concrete work, remove remaining leavings and dispose of
in an approved disposal facility. Fill pit, if applicable, and stabilize any disturbance
caused by removal of washout.
EARTHEN STOCKPILE MANAGEMENT
1.Show stockpile locations on plans. Locate earthen-material stockpile areas at least
50 feet away from storm drain inlets, sediment basins, perimeter sediment controls
and surface waters unless it can be shown no other alternatives are reasonably
available.
2.Protect stockpile with silt fence installed along toe of slope with a minimum offset of
five feet from the toe of stockpile.
3.Provide stable stone access point when feasible.
4.Stabilize stockpile within the timeframes provided on this sheet and in accordance
with the approved plan and any additional requirements. Soil stabilization is defined
as vegetative, physical or chemical coverage techniques that will restrain accelerated
erosion on disturbed soils for temporary or permanent control needs.
SECTION E: GROUND STABILIZATION
Required Ground Stabilization Timeframes
Note: After the permanent cessation of construction activities, any areas with temporary
ground stabilization shall be converted to permanent ground stabilization as soon as
practicable but in no case longer than 90 calendar days after the last land disturbing
activity. Temporary ground stabilization shall be maintained in a manner to render the
surface stable against accelerated erosion until permanent ground stabilization is achieved.
Site Area Description Timeframe variations
-7 days for perimeter dikes, swales,
ditches, perimeter slopes and HQW Zones
-10 days for Falls Lake Watershed unless
there is zero slope
Stabilize within this
many calendar
days after ceasing
land disturbance
7
7
7
14
None
None
(a)Perimeter dikes,
swales, ditches, and
perimeter slopes
(b)High Quality Water
(HQW) Zones
(c)Slopes steeper than
3:1
If slopes are 10' or less in length and are
not steeper than 2:1, 14 days are
allowed
(d)Slopes 3:1 to 4:1
(e)Areas with slopes
flatter than 4:1 14
-7 days for slopes greater than 50' in
length and with slopes steeper than 4:1
-7 days for perimeter dikes, swales,
ditches, perimeter slopes and HQW
Zones
-10 days for Falls Lake Watershed
BEAVER CREEK SANITARY SEWER
PREPARED FOR
WATER AND SEWER OPERATIONS
DIVISION OF WATER RESOURCES
TOWN OF APEX, NORTH CAROILNA
NCDEQ STANDARD
DETAILS©11
NCG01 SELF-INSPECTION, RECORDKEEPING AND REPORTING EFFECTIVE: 04/01/19
PART III
SELF-INSPECTION, RECORDKEEPING AND REPORTING
SECTION A: SELF-INSPECTION
Self-inspections are required during normal business hours in accordance with the table
below. When adverse weather or site conditions would cause the safety of the inspection
personnel to be in jeopardy, the inspection may be delayed until the next business day on
which it is safe to perform the inspection. In addition, when a storm event of equal to or
greater than 1.0 inch occurs outside of normal business hours, the self-inspection shall be
performed upon the commencement of the next business day. Any time when inspections
were delayed shall be noted in the Inspection Record.
NOTE: The rain inspection resets the required 7 calendar day inspection requirement.
PART III
SELF-INSPECTION, RECORDKEEPING AND REPORTING
SECTION B: RECORDKEEPING
1.E&SC Plan Documentation
The approved E&SC plan as well as any approved deviation shall be kept on the site. The
approved E&SC plan must be kept up-to-date throughout the coverage under this permit.
The following items pertaining to the E&SC plan shall be documented in the manner
described:
2. Additional Documentation
In addition to the E&SC Plan documents above, the following items shall be kept on the
site
and available for agency inspectors at all times during normal business hours, unless the
Division provides a site-specific exemption based on unique site conditions that make this
requirement not practical:
(a)This general permit as well as the certificate of coverage, after it is received.
(b)Records of inspections made during the previous 30 days. The permittee shall record
the required observations on the Inspection Record Form provided by the Division or
a similar inspection form that includes all the required elements. Use of
electronically-available records in lieu of the required paper copies will be allowed if
shown to provide equal access and utility as the hard-copy records.
(c)All data used to complete the Notice of Intent and older inspection records shall be
maintained for a period of three years after project completion and made available
upon request. [40 CFR 122.41]
PART III
SELF-INSPECTION, RECORDKEEPING AND REPORTING
SECTION C: REPORTING
1.Occurrences that must be reported
Permittees shall report the following occurrences:
(a)Visible sediment deposition in a stream or wetland.
(b)Oil spills if:
·They are 25 gallons or more,
·They are less than 25 gallons but cannot be cleaned up within 24 hours,
·They cause sheen on surface waters (regardless of volume), or
·They are within 100 feet of surface waters (regardless of volume).
(a)Releases of hazardous substances in excess of reportable quantities under Section 311
of the Clean Water Act (Ref: 40 CFR 110.3 and 40 CFR 117.3) or Section 102 of CERCLA
(Ref: 40 CFR 302.4) or G.S. 143-215.85.
(b)Anticipated bypasses and unanticipated bypasses.
(c)Noncompliance with the conditions of this permit that may endanger health or the
environment.
2.Reporting Timeframes and Other Requirements
After a permittee becomes aware of an occurrence that must be reported, he shall contact
the appropriate Division regional office within the timeframes and in accordance with the
other requirements listed below. Occurrences outside normal business hours may also be
reported to the Division's Emergency Response personnel at [phone], (800)
858-0368 or [phone].
BEAVER CREEK SANITARY SEWER
PREPARED FOR
WATER AND SEWER OPERATIONS
DIVISION OF WATER RESOURCES
TOWN OF APEX, NORTH CAROILNA
NCDEQ STANDARD
DETAILS©12