20200683 Ver 1_401 Application_20200522

DWR
mrlslon of Water Resources
Pre -Construction Notification (PCN) Form
April 11, 2020 Ver 3.1
Initial Review
Has this project met the requirements for acceptance in to the review process?*
r Yes
r No
Is this project a public transportation project?*
C Yes r No
Change only if needed.
BIMS # Assigned
20200683
Is a payment required for this project?*
r No payment required
r Fee received
r Fee needed - send electronic notification
Reviewing Office *
Raleigh Regional Office - [phone]
Information for Initial Review
1a. Name of project:
SPC Mechanical, Wendell Headquarters
1a. Who is the Primary Contact?*
Chris Williford, F.D.A. EAT, LLC
1b. Primary Contact Email:*
[e-mail]
Date Submitted
5/22/2020
Nearest Body of Water
Buffalo Creek
Basin
Neuse
Water Classification
Class B-NSW
Site Coordinates
Latitude:
35.7994
A. Processing Information
County (or Counties) where the project is located:
Wake
Is this a NCDMS Project
r Yes r No
Longitude:
-78.4040
Is this project a public transportation project?*
r Yes r No
1a. Type(s) of approval sought from the Corps:
W Section 404 Permit (wetlands, streams and waters, Clean Water Act)
r Section 10 Permit (navigable waters, tidal waters, Rivers and Harbors Act)
Version#*
1
What amout is owed?*
IT $240.00
r $570.00
Select Project Reviewer*
Stephanie Goss:eads\szgoss
1c. Primary Contact Phone:*
[phone]
1b. What type(s) of permit(s) do you wish to seek authorization?

W Nationwide Permit (NWP)
r Regional General Permit (RGP)
r Standard (IP)
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):
1d. Type(s) of approval sought from the DWR:
W 401 Water Quality Certification - Regular
r Non-404 Jurisdictional General Permit
r Individual Permit
18 - Minor Discharges
le. Is this notification solely for 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
W 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
1g. Is payment into a mitigation bank or in -lieu fee program proposed for mitigation of impacts?
r Yes r No
Acceptance Letter Attachment
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)
le. Is there an Agent/Consultant for this project?*
r Yes r No
2. Owner Information
2a. Name(s) on recorded deed:
F.D.A. EAT, LLC
2b. Deed book and page no.:
Deed Book 017647 Page 01031
2c. Responsible party:
Chris Williford
2d.Address
Street Address
P.O. Box 3006
Address Line 2
city
Wilson
Postal / Zip Q&
27893
2e. Telephone Number:
[phone]
2g. Email Address:*
[e-mail]
State / Rwince / Ifgion
NC
Country
us
2f. Fax Number:
r- Yes r No
r Yes r No
4. Agent/Consultant (if applicable)

4a. Name:
Gerald Pottern
4b. Business Name:
Mogensen Mitigation Inc
4c.Address
Street Address
104 East Chestnut Ave
Address Line 2
(Sty
State / Province / F bgion
Wake Forest
NC
Postal / Zip Code
Country
27587
US
4d. Telephone Number: 4e. Fax Number:
[phone]
4f. Email Address:*
[e-mail]
Agent Authorization Letter*
Wendell Agent Authorization Form #2.pdf 42.19KB
C. Project Information and Prior Project History C^U
1. Project Information
1b. Subdivision name:
(if appropriate)
1c. Nearest municipality/ town:
Wendell
2 Pro Project Identification
2a. Property Identification Number:
177 466 5953
2c. Project Address
Street Address
1500 Wendell Blvd
Address tine 2
city
Wendell
Postal / Zip Code
27591
3. Surface Waters
3a. Name of the nearest body of water to proposed project:*
Buffalo Creek
3b. Water Resources Classification of nearest receiving water:*
Class B-NSW
3c. What river basin(s) is your project located in?*
Neuse
3d. Please provide the 12-digit HUC in which the project is located.
03020201-1502
4. Project Description and History
2b. Property size:
20.0
Slate / Province / Fa;gion
NC
Country
US
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:*
The upland portion (eastern half) of the 20-acre site was recently clearcut. The pond shown on the north -central area of the site on the USGS and Soil maps was drained several years
ago. The former pond area and outflowchannel to the west are dry, and are not jurisdictional features. The Buffalo Creek floodplain occupies the western half of the site, including all
wetlands on the property, and is forested except for the 40-ft wide corridors beneath the powerlines alongside Old Battle Bridge Rd to the south and Wendell Blvd to the north. Adjacent
land uses include swamp forest to the west and south, a church and one residence to the east, and a church and a commercial storage unit to the north.
4b. Have Corps permits or DWR certifications been obtained for this project (including all prior phases) in the past?*
r Yes f• No r Unknown
4d. Attach an 8 1/2 X 11 excerpt from the most recent version of the USGS topographic map indicating the location of the project site. (for DWR)
PCN Figures Topo-2.pdf 158.96KB

4e. Attach an 8 1/2 X 11 excerpt from the most recent version of the published County NRCS Soil Survey map depicting the project site. (for DWR)
PCN Figures-Soil-1.pdf 157.72KB
4f. List the total estimated acreage of all existing wetlands on the property:
8.6 acres approx
4g. List the total estimated linear feet of all existing streams on the property:
1900 ft (Buffalo Creek)
4h. Explain the purpose of the proposed project:*
Commercial and light industrial development (HVAC system fabrication and office space); seven buildings around a central parking area. The proposed impacts to wetlands, streams,
and buffers are required for tie-in with the sewer manhole which is located 120 ft southwest of the southern property corner.
4i. Describe the overall project in detail, including indirect impacts and the type of equipment to be used:*
The site will be graded and the buildings erected in phases. Phase 1 will be the two-story 41,600 sq.ft. SPC Headquarters building. Phases 2 and 3 will include five adjacent 1-story
buildings, each 6,000 sq.ft. Phase 4 is a proposed 1-story, 10,000 sq.ft. bank building at the corner of Wendell Blvd and Old Battle Bridge Rd. All buildings will face a central parking
area. Driveway access will be from both Wendell Blvd and Old Battle Bridge Rd. Two stormwater ponds will capture and treat runoff from the developed areas, and will discharge via
riprap dissipators outside of wetlands and riparian buffers. The sewerline serving all buildings will extend southward behind the SPC Headquarters building, and will cross wetlands,
Neuse River buffers, and Buffalo Creek. It will be installed by open -trench construction using excavators and pipe -laying machinery. Most of the proposed sewer right -of way is beneath
an existing powerline and is currently mowed. Approximately 150 feet of the proposed sewerline traverses a forested wetland; a 30-ft corridor will be cleared and kept mowed thereafter.
Existing grade in wetlands will be restored except for the two manholes in wetlands.
4j. Please upload project drawings for the proposed project.
Site Plan Overall.19.Mar.20-Prelim.pdf 2.08MB
SitePlan Sewer Detail GP-2.pdf 723.06KB
5. Jurisdictional Determinations
5a. Have the wetlands or streams been delineated on the property or 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 r Not Verified r Unknown r N/A
Corps AID Number:
SAW-2019-01404
5c. If 5a is yes, who delineated the jurisdictional areas?
Name (if known): Gerald Pottern
Agency/Consultant Company: Mogensen Mitigation Inc
Other:
5d. List the dates of the Corp jurisdiction determination or State determination if a determination was made by the Corps or DWR
Field verified by Sam Dailey (ACE) and Cheng Zhang (DWR) on 30 Aug 2019. Copies of the revised PJD Map, USACE confirmation email, and NCDWR confirmation letter are attached.
The wetland GB on the west bank of Buffalo Creek was not field -verified at that time, as we did not yet know the location of the sewer tie-in point.
5d1. Jurisdictional determination upload
DWR-BufferLtr-SPC-Wendell-2.pdf 1.36MB
PCN Figures-PJD Map.pdf 334.16KB
JD Figs ACE Confirm Letter.pdf 39.37KB
6. Future Project Plans
6a. Is this a phased project?*
r Yes r 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?
The buildings in uplands will be constructed in phases, but the only 404-401 impacts and Neuse buffer impacts are those shown in this PCN, which will be constructed in the first phase.
D. Proposed Impacts Inventory
1. Impacts Summary
1a. Where are the impacts associated with your project? (check all that apply):
W Wetlands W Streams -tributaries W Buffers
17 Open Waters r Pond Construction
2. Wetland Impacts

2a1 Reason (?)
2b. Impact type * (?)
2c. Type of W.
2d. W. name *
2e. Forested*
F2fTpe ofdicition*(?)
area*
W1
sewer + manhole 1p
ff-land Hardwood Forest
GA
Yes
Both
0.076
(acres)
W2-T
sewer install
T
hbn-Tidal Freshwater Marsh
GA
hlo
Both
0.141
(acres)
W2-P
manhole
P
hbn-Tidal Freshwater Marsh
GA
hlo
Both
0.001
(acres)
W3
sewer install
T
ffTidal Freshwater Marsh
GA
hlo
Both
0.028
(acres)
2g. Total Temporary Wetland Impact 2g. Total Permanent Wetland Impact
0.169 0.077
2g. Total Wetland Impact
0.246
2h. Comments:
W1 impact will result in 0.075 acre of permanent conversion of forested wetland to non -forested wetland (mowed sewer easement), plus 0.0006 acre
of permanent above -grade fill for manhole.
W2 impact will result in 0.141 acre of temporary impact (construction access), plus 0.0006 acre of permanent above -grade fill for manhole.
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*
sewer install Tem orar Other Buffalo Creek Both h;;1nes
S1 p yPerennial fcet)
31. Total jurisdictional ditch impact in square feet:
0
3i. Total permanent stream impacts:
31. Total temporary stream impacts:
0
30
31. Total stream and ditch impacts:
30
3j. Comments:
Sewer pipe will be buried belowgrade and pre -construction contours restored. The construction corridor is beneath an existing powerline and is
already maintained by mowing.
6. Buffer Impacts (for DWR)
6a. Project is in which protect basin(s)?
Check all that apply.
17 Meuse
r Tar -Pamlico
r Catawba
r Randleman
r Goose Creek
r Jordan Lake
r Other
6b. Impact Type 6c. Per or Temp 6d. Stream name 6e. Buffer mitigation required? 6f. Zone 1 impact 6g. Zone 2 impact
B-1 sewer installation, allowable
T
Buffalo Creek
hlo
0
306
B-2 sewer installation, allowable
T
Buffalo Creek
hlo
1,187
1,145
B-2 sewer installation, allowable
T
Buffalo Creek
hlo
1,560
1,178
6h. Total buffer impacts:
Zone 1 Zone 2
Total Temporary impacts: 2,747.00 2,629.00
Zone 1 Zone 2
Total Permanent impacts: 0.00 0.00
Zone 1 Zone 2
Total combined buffer impacts: 2,747.00 2,629.00

61. Comments:
Disturbed buffer areas will be reseeded with vegetation suitable for wet areas. The affected buffer areas are within an existing mowed powerline right-
of-way.
Supporting Documentation
PCN Figures -Impact Areas.pdf 219.04KB
E. Impact Justification and Mitigation v
1. Avoidance and Minimization
1a. Specifically describe measures taken to avoid or minimize the proposed impacts in designing the project:
All buildings, parking areas, and stormwater ponds are designed to avoid streams, wetlands, and riparian buffers. The sewer is the only project
component that will affect waters and buffers. As the tie-in manhole is across Buffalo Creek, impacts are unavoidable. The existing mowed corridor
under the powerline is used to the extent practicable, to minimize wetland forest clearing.
1b. Specifically describe measures taken to avoid or minimize the proposed impacts through construction techniques:
All phases of project construction will meet NC erosion and sedimentation control plan requirements. Use of the existing roadside utility easement
along Old Battle Bridge Rd will for construction access will also reduce the need for forest clearing.
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
2b. If this project DOES NOT require Compensatory Mitigation, explain why:
Permanent impacts to wetlands are below the mitigation threshold. Stream and buffer impacts are temporary.
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 SHWT)
W Other SCM that removes minimum 30 % nitrogen
r Proposed project will not create concentrated stormwater flow through the buffer
Diffuse Flow Documentation
Stormwtr Scour Analysis Rept_oct2019.pdf
Stormwater Plan IA 2019-12-16 Wake-min.pdf
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
571.1 KB
8.27MB
2c. Does this project have a stormwater management plan (SMP) reviewed and approved under a state stormwater program or state -approved local government stormwater
program?
r Yes
r N/A - project disturbs < 1 acre
2d. Which of the following stormwater management program(s) apply:
W Local Government r State
Local Government Stormwater Programs
r Phase II W NSW r USMP r Water Supply
Please identifywhich local government stormwater program you are using.
Town of Wendell, Wake County
Comments:
G. Supplementary Information
r No
U
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
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 (15A NCAC 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.
The project is not expected to induce additional development nearby.
4. Sewage Disposal (DWR Requirement)
4a. Is sewage disposal required by DWR for this project?*
r Yes r Nor WA
4b. Describe, in detail, the treatment methods and dispositions (non -discharge or discharge) of wastewater generated from the proposed project. If the wastewater will be treated
at a treatment plant, list the capacity available at that plant.
Wastewater from the new development Will be collected via the Buffalo Creek interceptor and conveyed to the City of Raleigh Neuse River WRF, with
75 MGD treatment capacity.
5. Endangered Species and Designated Critical Habitat (Corps Requirement)
5a. Will this project occur in or near an area with federally protected species or habitat?*
r Yes r No
5b. Have you checked with the USFWS concerning Endangered Species Act impacts?*
r Yes r No
5c. If yes, indicate the USFWS Field Office you have contacted.
Raleigh
5d. Is another Federal agency involved?*
r Yes r No r Unknown
What Federal Agency is involved?
Army Corps
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 r 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.?
r Yes r No
5j. What data sources did you use to determine whether your site would impact Endangered Species or Designated Critical Habitat?
USFWS (IPAC report 30 Mar 2020) lists eight protected/proposed species that could potentially occur in or near the project area, based on their
reported occurrence in Wake County and/or Little River watershed. Two are terrestrial species: the Red -cockaded Woodpecker and Michauxrs Sumac.
There does not appear to be suitable habitat for Red -cockaded Woodpecker, which needs extensive acreage of mature pine forest, and has not been
reported in Wake County in over 30 years. There are several current locations for Michauxs Sumac in eastern Wake County; the nearest is about 4
miles from the project site. The slope above wetland GA on the project site appears marginally suitable for this species. MMI biologist Gerald Pottern
searched along this slope in July 2019 while delineating wetland boundaries, and found no evidence of Michaux's Sumac.
The remaining six federally protected/proposed species are aquatic animals: Neuse River Waterdog (salamander), Carolina Madtom (catfish), Atlantic
Pigtoe (mussel), Dwarf Wedgemussel, Tar River Spinymussel, and Yellow Lance (mussel). The Neuse River Waterdog is known only from the
lowermost two miles of Buffalo Creek in Johnston County, more that 20 miles downstream of the project site. The other five species are known to occur
in Little River but have never been reported in Buffalo Creek. The segment of Buffalo Creek along the west edge of the project site has a flat gradient,
mud bottom, and slow flow, it does not appear suitable for any of these species. No survey for aquatic protected species was conducted for this
project.
The NC-NHP database lists two state -listed (NC Special Concern) species in the project vicinity: The Four -toed Salamander occurs in wetland seeps
along the edges of the Buffalo Creek floodplain, and the Least Brook Lamprey occurs in Buffalo Creek near the project site. Neither is federally
protected. As stream and wetland impacts from the sewer installation will be minimal and temporary, the project is not likely to adversely affect these
populations, in our opinion.

Consultation Documentation Upload
FWS Species List_ Raleigh Field Office.pdf
225.79KB
6. Essential Fish Habitat (Corps Requirement)
6a. Will this project occur in or near an area designated as an Essential Fish Habitat?*
r Yes
f• No
6b. What data sources did you use to determine whether your site would impact an Essential Fish Habitat?*
NOAA-NMFS Essential Fish Habitat -- EFH Mapper Tool
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?*
According to the NC-SHPO historic resources mapping tool, the adjacent parcel west of Buffalo Creek is the Hood -Anderson Farm (site WA2021),
listed on the National Register of Historic Places. The proposed sewerline will tie-in to an existing manhole on this property alongside Old Battle Bridge
Rd within an existing utility right-of-way. The historic buildings on the Hood -Anderson Farm (1839) are more than 1800 feet from the proposed impact
area and are not within view of the SPC site. Across Wendell Blvd 300 feet northeast of the SPC site is Edgemont Store (site WA2022), a 1930-
vintage general store on NC-SHPO's study list (not currently NRHP-listed).
7c. Historic or Prehistoric Information Upload
PCN Figs SHPO-1.pdf 123.93KB
8. Flood Zone Designation (Corps Requirement)
8a. Will this project occur in a FEMA-designated 100-year floodplain?*
r Yes r No
8b. If yes, explain how project meets FEMA requirements:
The sewerline will be buried below grade and pre -construction contours restored within the floodplain, except at four proposed manholes. The
remainder of the project development is above the FEMA floodplain (279.4 feet).
8c. What source(s) did you use to make the floodplain determination?*
NC Flood Mapping Program, FEMA-FRIS panel # 3720177400-J. Floodplain map attached.
Miscellaneous
Comments
Miscellaneous attachments not previously requested.
PCN Figures-FEMA-1.pdf 239.97KB
Signature
W 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:
Gerald Pottern
Signature
Date
5/22/2020

AGENT AUTHORIZATION FORM for Section 404-401 Permitting
PROPERTY LEGAL DESCRIPTION: 1500 Wendell Blvd Wendell NC
LOT NO. PLAN NO. _ PARCEL ID: Wake Co: 1774665953 20.0 acres
STREET ADDRESS: 1500 Wendell Blvd Wendell NC
Please print:
Property Owner 1: F.D.A. EAT LLC
Properly Owner 2:
The undersigned, registered property owners of the above noted property, do hereby authorize
Gerald Pottern of Mo eensen Mitigation Inc MMI-RJGA
(Contractor / Agent) (Name of consulting firm)
to act on my behalf and take all actions necessary for the processing, issuance and acceptance of this
permit or certification and any and all standard and special conditions attached.
Property Owner's Address (if different than property above):
F.D.A. EAT, LLC PO Box 3006 Wilson, NC 27893
Telephone: [phone]
We hereby certify the above information submitted in this application is true and accurate to the best of
our knowledge.
_S. Christopher Williford
Print Name 1
Authorized Signature 1
Date: 3/30/20
[e-mail]
Print Name 2
Authorized Signature 2
Date:

Project Vicinity Map: USGS Topographic Quadrangle, Knightdale NC. Grid lines = 1.0 km = 3281 feet.
1500 Wendell Blvd site = red dashed border; Wake County PIN# 1774665953.

USDA Soil Survey of Wake County, 1970, Sheet 52. 1500 Wendell Blvd = red dashed border.

Wake County iMaps -- Soil Layer from 1970 Soil Survey
SITE PLAN SUMMARY
PROJECT:SPC MECHANICAL HEADQUARTERS
OWNERS:FDA, LLC
PROJECT ADDRESS:1500 WENDELL BOULEVARD, WENDELL, NC 27591
PIN #:1774-66-5953
DEED:DB 17647 PG 1031
ZONING:CMX-CD (CORRIDOR MIXED USE - CONDITIONAL)
ADJACENT
ZONING(S):R4CU, NC, RR, CMX
EXISTING USE:VACANT
PROPOSED USE:OFFICE BUILDINGS / BANK BUILDING
TOTAL EXISTING
TRACT AREA:20.03 AC
PROPOSED PARCEL
#1 TRACT AREA:10.37 AC
PROPOSED PARCEL
#2 TRACT AREA:9.66 AC
DISTURBED AREA:12.0 AC
EXISTING
IMPERVIOUS
SURFACE AREA:
0.00 AC
PROPOSED
IMPERVIOUS
SURFACE AREA:
5.11 AC (49.3%)
BUILDING SQUARE
FOOTAGE:
BUILDING A: 41,607 SF (2 STORIES AND BASEMENT)
BUILDING B: 6,000 SF (1 STORY)
BUILDING C: 6,000 SF (1 STORY)
BUILDING D: 6,000 SF (1 STORY)
BUILDING E: 6,000 SF (1 STORY)
BUILDING F: 6,000 SF (1 STORY)
BANK BUILDING: 10,000 SF (1 STORY)
GROSS DENSITY /
ACRE N/A
LINEAR FT OF PUBLIC
STREET 0
VEHICLE PARKING
SUMMARY: REQUIRED
MIN. 2 SPACES PER 1,000 SQUARE FEET OF GROSS FLOOR AREA =
BUILDING A: 41,607 SF / 1000 * 2 = 84 SPACES
3 SPACES PER 1,000 SQUARE FEET OF GROSS FLOOR AREA =
BUILDING B: 6,000 SF / 1000 * 3 = 18 SPACES
BUILDING C: 6,000 SF / 1000 * 3 = 18 SPACES
BUILDING D: 6,000 SF / 1000 * 3 = 18 SPACES
BUILDING E: 6,000 SF / 1000 * 3 = 18 SPACES
BUILDING F: 6,000 SF / 1000 * 3 = 18 SPACES
BANK BUILDING: 10,000 SF / 1000 * 3 = 30 SPACES
TOTAL: 204 SPACES REQUIRED
ADA: 7 W/ 2 VAN ACCESSIBLE (BASED ON PROV'D)
VEHICLE PARKING
SUMMARY: PROVIDED
BUILDING A: 102 SPACES
BUILDING B: 25 SPACES
BUILDING C: 26 SPACES
BUILDING D: 18 SPACES
BUILDING E: 18 SPACES
BUILDING F: 18 SPACES
BANK BUILDING: 49 SPACES
TOTAL: 256 SPACES
ADA: 12 PROV'D W/ 11 VAN ACCESSIBLE
BICYCLE PARKING
SUMMARY: REQUIRED
1 SPACE PER 20 AUTO SPACES=
BUILDING A: 102 / 20 * 1 = 5.1 SPACES
BUILDING B&C: 51 / 20 * 1 = 2.5 SPACES
BUILDING D&E&F: 54 / 20 * 1 = 2.7 SPACES
BANK BUILDING: 49 / 20 * 1 = 2.5 SPACES
TOTAL: 13 BICYCLE SPACES REQUIRED
BICYCLE PARKING
SUMMARY: PROVIDED
BUILDING A: 6 SPACES
BUILDING B&C: 4 SPACES
BUILDING D&E&F: 2 SPACES
BANK BUILDING: 2 SPACES
TOTAL: 14 BICYCLE SPACES PROVIDED
FLOOD ZONE:LOCATED IN FLOOD HAZARDS AREA PER FEMA MAP #3720177400J
(EFFECTIVE 05/02/2006)
Sheet List Table
Sheet Number Sheet Title
CVR COVER SHEET
C1.0 EXISTING CONDITIONS AND DEMOLITION PLAN
C2.0 SITE PLAN
C2.1 PHASING PLAN
C2.2 FIRE APPARATUS ACCESS PLAN
C2.3 ROAD WIDENING - WENDELL BLVD
C2.4 ROAD WIDENING - OLD BATTLE BRIDGE RD
C3.0 GRADING AND DRAINAGE PLAN
C3.1 DETAILED GRADING PLAN
C3.2 STORM PROFILES - WENDELL BLVD (300 SERIES)
C3.3 STORM PROFILES - OLD BATTLE BRIDGE RD (400 SERIES)
C3.4 SCM PLAN AND PROFILE
C3.5 SCM NOTES AND DETAILS
C3.6 SCM NOTES AND DETAILS
C4.1 PHASE 1 EROSION AND SEDIMENT CONTROL PLAN
C4.2 PHASE 2 EROSION AND SEDIMENT CONTROL PLAN
C5.0 UTILITY PLAN
C5.1 PUBLIC SANITARY SEWER PROFILE
C5.2 PRIVATE SANITARY SEWER PROFILE
C5.3 SANITARY AND STORM SEWER TABLES
C6.0 LANDSCAPE PLAN
C7.0 NOTES AND DETAILS
C7.1 NOTES AND DETAILS
C7.2 NOTES AND DETAILS
C7.3 NOTES AND DETAILS
C7.4 NOTES AND DETAILS
C7.6 NOTES AND DETAILS
C7.7 NOTES AND DETAILS
C7.8 NOTES AND DETAILS
CVR COVER SHEETD.HOJSAN
P.BARBEAU
P.BARBEAU
NAD 83VICINITY MAP
NTS
CIVIL ENGINEER:
TIMMONS GROUP
5410 TRINITY ROAD, SUITE 102
RALEIGH, NC 27607
PATRICK BARBEAU, P.E.
PH: [phone]
[e-mail]
1500 WENDELL BLVD.
WENDELL, NORTH CAROLINA 27591
WAKE COUNTY
DEVELOPER:
SPC MECHANICAL HEADQUARTERS/FDA, LLC
PO BOX 3006
WILSON, NC 27895
CHRIS WILLIFORD
PH: [phone]
[e-mail]
F.D.A., LLC
8358-104 SIX FORKS ROAD
RALEIGH, NC 27615
OWNER:SURVEYOR:
SPC MECHANICAL HEADQUARTERS
CONSTRUCTION DOCUMENTS FOR:
NEWCOMB SURVEYORS, LLC
7008 HARPS MILLS ROAD, SUITE 105
RALEIGH, NC 27615
PH: [phone]
JUSTIN L. LUTHER
[e-mail]
PHILLIPS ARCHITECTURE
6601 SIX FORKS ROADS, SUITE 130
RALEIGH, NC 27615
MARC CHRISTOPHER, AIA
PH: [phone]
[e-mail]
ARCHITECT:
JOB NO.
SHEET NO.
SCALE
DESIGNED BY
CHECKED BYDATEDRAWN BY
DATEREVISION DESCRIPTIONYOUR VISION ACHIEVED THROUGH OURS.These plans and associated documents are the exclusive property of TIMMONS GROUP and may not be reproduced in whole or in part and shall not be used for any purpose whatsoever, inclusive, but notlimited to construction, bidding, and/or construction staking without the express written consent of TIMMONS GROUP.5410 Trinity Road, Suite 102 | Raleigh, NC 27607TEL [phone] FAX [phone] www.timmons.comTHIS DRAWING PREPARED AT THERALEIGH OFFICENORTH CAROLINA LICENSE NO. C-1652AS SHOWN
S:\332\43807-SPC_Mechanical\DWG\Sheet\CD\43807C-COVR.dwg | Plotted on 3/19/2020 8:55 AM | by David HojsanALL CONSTRUCTION TO BE IN ACCORDANCE WITH TOWN OF WENDELL, WAKE
COUNTY, CORPUD, NCDEQ, AND NCDOT STANDARDS, SPECIFICATIONS, AND DETAILS
PRELIMINARY - NOT RELEASED FOR CONSTRUCTION
12/16/2019
SPC MECHANICAL HEADQUARTERSTOWN OF WENDELL - WAKE COUNTY - NORTH CAROLINA43807
03/16/2020
CD REVISIONS PER WENDELL, CORPUD, WAKE COUNTY COMMENTS03/16/2020SITE
I HEREBY CERTIFY THAT THIS PLAN WAS APPROVED BY THE (ADMINISTRATOR) OR (TRC) OF THE TOWN OF WENDELL ON
THE ____ DAY OF _____ 20__.
__________________
ADMINISTRATOR
APPROVED ZONING CONDITIONS:
1.PARKING (UDO SEC. 2.17 AND 10.3):
1.1.ALLOW "CAMPUS" PARKING LAYOUT;
2.IMPACTS WITHIN 100-YEAR FLOODPLAIN (UDO SEC. 8.5):
2.1.PERMANENT STORMWATER CONTROL MEASURE(S) ("SCM")
ARE ALLOWED WITHIN THE 100-YEAR FLOODPLAIN IN
SUBSTANTIAL COMPLIANCE WITH THE SCM BOUNDARIES
SHOWN ON THE ACCOMPANYING MASTER PLAN PROVIDED
THAT ANY FILL WITHIN THE FLOODPLAIN IS COMPACTED
AND PROTECTED FROM EROSION AND SCOUR VIA AN
APPROVED BANK STABILIZATION PLAN. THE SCM IS
PROTECTED FROM THE 100-YEAR FLOOD.
’
’’
LT-1 SITE LIGHTING PLAN
NCDOT STREET LIGHTING REQUIREMENTS
AS PART OF THE CONSTRUCTION DRAWING APPROVAL, IT IS REQUIRED
THAT THE OWNER MUST OBTAIN AN APPROVED LIGHTING PLAN FROM
NCDOT FOR STREET LIGHTING ALONG WENDELL BLVD. AND OLD BATTLE
BRIDGE ROAD, AND WILL PAY ANY UNDERGROUND CONNECTION FEES OR
UPGRADED FIXTURE FEES (IF APPLICABLE).
UTILITY KEYNOTES
NUMBER DESCRIPTION
U01 EXISTING PUBLIC FIRE HYDRANT
U02 EXISTING WATER LINE; CONFIRM PRIOR TO CONSTRUCTION
U03 EXISTING 16" DIP WATERLINE
U04 EXISTING 24" DIP WATERLINE
U05 EXISTING WATER MANHOLE (TYP.)
U06 EXISTING SANITARY SEWER MANHOLE (TYP.)
U07 EXISTING 18" PVC SANITARY SEWER MAIN (TYP.)
U08 EXISTING 8" PVC SANITARY SEWER MAIN (TYP.)
U09 RELOCATED PUBLIC FIRE HYDRANT
U10 EXISTING OVERHEAD UTILITY LINE (TYP.)
U17 EXISTING UTILITY POLE; TO REMAIN
U22 SAWCUT, REMOVE, & REPLACE EXISTING PAVEMENT FOR WATER
MAIN CONNECTIONS
U23 CONNECT TO EX 12" WATER LINE W/ 4" X 12" TAPPING SLEEVE &
VALVE
U24 CONNECT TO EX 12" WATER LINE W/ 2" X 12" TAPPING SLEEVE &
VALVE
U25 CONNECT TO EX 12" WATER LINE W/ 8" X 12" TAPPING SLEEVE &
VALVE
U26 4" TYPE "K" SOFT COPPER DOMESTIC WATER SERVICE (TYP.)
U27 2.5" TYPE "K" SOFT COPPER DOMESTIC WATER SERVICE (TYP.)
U31 PROPOSED FIRE HYDRANT ASSEMBLY (TYP.)
U32 FIRE DEPARTMENT CONNECTION (TYP.)
U33
2.5" DOMESTIC RPZ BACKFLOW PREVENTER (WILKINS 375A(LF) OR
A/E) IN SAFE-T-COVER 300-AL HEATED ENCLOSURE. LOCATE
DOMESTIC HOTBOX WITHIN 50' OF METER (MAX).
U34 DOMESTIC 3-GANG METER & CURB STOP; SEE DETAIL
U35 8" RPDA FIRE BACKFLOW PREVENTER (WILKINS 375DA OR A/E) IN
SAFE-T-COVER 600TM-AL HEATED ENCLOSURE.
U36 6" DUCTILE IRON FIRE LINE
U38 8" DUCTILE IRON FIRE LINE
U42 2" IRRIGATION RPZ BACKFLOW PREVENTER (WILKINS BF-975XL OR
A/E) IN SAFE-T-COVER 200S-AL HEATED ENCLOSURE.
U47 CLEANOUT (TYP.), TRAFFIC RATED IF LOCATED WITHIN PAVEMENT;
REFER TO DETAIL.
U49 2" TYPE K COPPER WATER IRRIGATION LINE; COORDINATE
IRRIGATION DESIGN W/ OWNER
U51 2" DOMESTIC WATER METER & CURB STOP
U52 1" IRRIGATION METER
U53 1" TYPE K COPPER WATER IRRIGATION LINE; COORDINATE
IRRIGATION DESIGN W/ OWNER
U54 1" IRRIGATION RPZ BACKFLOW PREVENTER (WILKINS BF-975XL OR
A/E) IN SAFE-T-COVER 100S-AL HEATED ENCLOSURE.
U58
CONNECT TO EXISTING SANITARY SEWER MANHOLE. CORE DRILL
AND INSTALL FLEXIBLE RUBBER BOOT. (CONTRACTOR TO FIELD
VERIFY LOCATION AND ELEVATION)
U68 2" IRRIGATION METER ALIGNED WITH 3-GANG METER
U70 RELOCATED UTILITY POLE
U71 RELOCATED OVERHEAD UTILITY LINES
U72 8" TO 6" REDUCER
U73 TRANSFORMER PAD LOCATION
U74 CHILLER PAD LOCATED IN ENCLOSURE
U75 GENERATOR PAD LOCATION
WWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWW
OHP
OHP
OHP
OHPOHP
OHP
OHP
OHP OHP OHP OHP OHP OHP OHP OHP
SAN SAN SAN SAN SAN SAN SAN SAN
SAN
SAN
SAN
SAN
SAN
OHPSS MANHOLE
RIM: 307.51'
INV.IN: 299.11'
INV.OUT: 299.01'
SS MANHOLE
RIM: 304.15'
INV.IN: 296.95'
INV.OUT: 296.85'
SS MANHOLE
RIM: 302.45'
INV.IN: 294.55'
INV.OUT: 294.45'
RIM: 287.72'
INV.IN: 281.52'
INV.OUT: 281.42'
BLOW-OFF
ASSEMBLY
AREA
UNDER WATER
F
LO
O
D
Z
O
N
E
P
E
R

F
EM
A
(
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#
6
)
SIGN
EXISTING BILLBOARD
W/CATWALK
8"PVC8"PVC
GAS PIPE(S)
W/EASEMENT
(PSNC)
(BM 1998, PG 660)
C/L CREEK
INV.:+/-264.5'
100-YEAR
FLOODPLAIN PER
FEMA (SEE NOTE #6)
EDGE OF
STANDING
WATER
EDGE OF
STANDING WATER
GAS
VALVEL16
W
W WWWWWWWWWWWWW
WWWWW
W
EDGE OF WETLAND
EDGE OF WETLAND
OHP
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7
5
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2
BANK BUILDING
1 STORY
10,000 SF
FFE: 302.20'
PHASE 4
BUILDING D
1 STORY
6,000 SF
FFE: 296.25'
PHASE 3
BUILDING E1 STORY6,000 SFFFE: 295.75'PHASE 3B
U
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1 OHPOHPOHPOHPOHPOHP
OHP
S
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S
S SANSANS SANSAN8''W
8''W
8''W
8'
'W
8'
'W6''W6''WW
W
WW W
W
W
W
W
WWWWMM
OHPOHPOHP
OHPMMM M
SANU01
U01
U01
U17
U17
U17
U09
U10U10
CO-20
MH-6 (4' DIA.)
MH-5 (4' DIA.)
CO-19
CO-17
CO-16
CO-18A
CO-14CO-13
MH-7 (4' DIA.)
CO-12
CO-11
CO-9
CO-10
CO-8
MH-2 (4' DIA.)
MH-1 (4' DIA.)
U47
U34
U70
U70
U71
U71
U04
U03
U33
U31
U31
U31
MH-4 (4' DIA.)
MH-3 (4' DIA.)8" PVC6" PVC
6" PVC6
"

P
V
C
6
"

P
V
C
6
"

P
V
C
6
"

P
V
C
6
"

P
V
C
8
"

P
V
C 8" PVC8" PVC4" PVC
4" PVC
4" PVC
6" PVC
6" PVC8" PVC
8
"
PVC
U27
U27
U27
U32
U23
U24
U27
U49U35
U42
U47
U47
U47
U53
U54
U52
U68
U51
U33
U38
U38
U36
U36
30' COR
SSWR ESMT
30' COR SSWR ESMT
30' COR SSWR ESMT
30' COR SSWR ESMT
U70
U71
U71
CO-22
U70
NOW OR FORMERLY
A.V. ANDERSON, JR.
& JOHN H. ANDERSON
DB 16023, PG 1124
BM 1988, PG 1709
PIN: 1774-65-3625
ZONING: R4CU
USE: AGRICULTURAL
⅊
U25
CO-21
6" PVC
U72
CO-24
CO-23
CO-26
CO-25
4" PVC
4" PVC
U73
U74
U75
CO-18B
6" PVC
6" PVC
S
A
N
BLOW-OFF
ASSEMBLY
C/L CREEK
INV.:+/-264.5'WW
W
W
W
OHP
OHP
OHP
OHP
OHP
S
S
SAN
S
MH-1 (4' DIA.)
8" P
V
C
U58
PROP. NEW 30' CITY OF
RALEIGH SANITARY
SEWER EASEMENT
EXISTING BRIDGE
CLOSED FOR
IMPROVEMENTS
NOW OR FORMERLY
A.V. ANDERSON, JR.
& JOHN H. ANDERSON
DB 16023, PG 1124
BM 1988, PG 1709
PIN: 1774-65-3625
ZONING: R4CU
USE: AGRICULTURAL
⅊
EXISTING
RIGHT-OF-WAY
3,624± SF EASEMENT
MH-0 (4' DIA.)
EX-MH 8" PVCPROPOSED
TEMPORARY
CONSTRUCTION
EASEMENT
JOB NO.
SHEET NO.
SCALE
DESIGNED BY
CHECKED BYDATEDRAWN BY
DATEREVISION DESCRIPTIONYOUR VISION ACHIEVED THROUGH OURS.These plans and associated documents are the exclusive property of TIMMONS GROUP and may not be reproduced in whole or in part and shall not be used for any purpose whatsoever, inclusive, but notlimited to construction, bidding, and/or construction staking without the express written consent of TIMMONS GROUP.5410 Trinity Road, Suite 102 | Raleigh, NC 27607TEL [phone] FAX [phone] www.timmons.comTHIS DRAWING PREPARED AT THERALEIGH OFFICENORTH CAROLINA LICENSE NO. C-1652AS SHOWN
S:\332\43807-SPC_Mechanical\DWG\Sheet\CD\43807C-UTIL.dwg | Plotted on 3/19/2020 9:19 AM | by David HojsanALL CONSTRUCTION TO BE IN ACCORDANCE WITH TOWN OF WENDELL, WAKE
COUNTY, CORPUD, NCDEQ, AND NCDOT STANDARDS, SPECIFICATIONS, AND DETAILS
PRELIMINARY - NOT RELEASED FOR CONSTRUCTION
12/16/2019
SPC MECHANICAL HEADQUARTERSTOWN OF WENDELL - WAKE COUNTY - NORTH CAROLINA43807
03/16/2020
CD REVISIONS PER WENDELL, CORPUD, WAKE COUNTY COMMENTS03/16/2020C5.0 UTILITY PLANJ. DOOLEY
P. BARBEAU
P. BARBEAU
NAD 83SCALE 1"=50'
100'50'0
UTILITY NOTES
1.CONTRACTOR SHALL HAVE NORTH CAROLINA ONE CALL (811) LOCATE ALL EXISTING
UTILITIES PRIOR TO BEGINNING CONSTRUCTION.
2.ALL UNDERGROUND FEATURES INDICATED ON THE PLANS SHOULD BE CONSIDERED
APPROXIMATE IN LOCATION AND SHOULD BE VERIFIED IN THE FIELD PRIOR TO
CONSTRUCTION. NOTIFY THE DESIGN ENGINEER IMMEDIATELY IF ANY CONFLICTS OR
DISCREPANCIES ARE NOTED.
3.CONTRACTOR SHALL COORDINATE THE LOCATION OR RELOCATION OF ALL
OVERHEAD AND UNDERGROUND COMMUNICATION LINES, ELECTRIC AND GAS
SERVICE WITH THE APPROPRIATE UTILITY COMPANY AND/OR THE CITY PRIOR TO
BEGINNING CONSTRUCTION. CONTRACTOR SHALL PROVIDE CONDUITS AS REQUIRED
FOR THESE UTILITIES UNDER PAVED AREAS.
4.ALL ILLUSTRATED UTILITY INFRASTRUCTURE IS DIAGRAMMATIC AND MAY NOT
REPRESENT THE ACTUAL SIZE OF INFRASTRUCTURE. NOTIFY THE DESIGN ENGINEER
IMMEDIATELY IF ANY CONFLICTS OR DISCREPANCIES ARE NOTED.
5.ALL MATERIALS AND METHODS OF CONSTRUCTION SHALL BE IN ACCORDANCE WITH
THE CITY OF RALEIGH AND THE STATE OF NORTH CAROLINA STANDARDS AND
SPECIFICATIONS.
6.CURB STOPS ARE REQUIRED AND SHALL BE LOCATED 1 FOOT FROM THE METER BOX.
CURB STOPS SHALL BE INSTALLED IN A CURB STOP BOX AS MANUFACTURED BY
FORD, A.Y. McDONALD, OR TRUMBULL.
7.SERVICE SADDLES SHALL BE ALL BRONZE WITH DOUBLE BRONZE STRAPS WITH A
NEOPRENE "O" RING GASKET ATTACHED TO THE BODY.
8.ALL WATER METERS SHALL BE PROVIDED AND INSTALLED BY THE CITY OF RALEIGH
PUBLIC UTILITIES DEPARTMENT METERS DIVISION.
9.METERS WILL BE THE SAME SIZE IN DIAMETER AS THE SERVICE.
10.WATER LINE SIZES ARE PRELIMINARY. DESIGN ENGINEER TO COORDINATE WITH MEP
ENGINEER TO DETERMINE FINAL SIZES REQUIRED.
11.A 3' CLEAR SPACE SHALL BE MAINTAINED AROUND ALL WATER METERS.
12.ALL 6" SANITARY SEWER SERVICES CONNECTIONS SHALL BE MADE INTO MANHOLES
ONLY.
13.UTILITY TRENCHES SHALL BE CUT AND PAVEMENT REPAIRED TO TOWN OF WENDELL
STANDARDS.
14.ALL DISTURBED HARDSCAPE AND LANDSCAPING (CONCRETE, ASPHALT, BRICK,
TREES, SHRUBS, ETC) SHALL BE REPLACED ACCORDING TO TOWN OF WENDELL AND
NCDOT STANDARDS AND SPECIFICATIONS.
15.CONTRACTORS WORKING (EXCAVATION, BORING, OR OTHER SUBSURFACE BREACH)
AROUND OR IN THE VICINITY OF EXISTING WATER LINES 12 INCHES IN DIAMETER OR
LARGER SHALL BE REQUIRED TO PHYSICALLY SPOT THE EXISTING LINE TO BE
VERIFIED BY P.U.D. DISTRIBUTION STAFF OR INSPECTION STAFF. IF OTHER EXISTING
LINES SIZES ARE IN QUESTION OF CONFLICT THE CONTRACTOR SHALL BE DIRECTED
BY P.U.D. STAFF OF THE LEVEL OF SUBSURFACE INVESTIGATION NEEDED TO LOCATE
THE EXISTING LINE.
16.BOUNDARY AND SURVEY INFORMATION IS TAKEN FROM A SURVEY BY NEWCOMB
LAND SURVEYORS, PLLC.
17.UTILITY SERVICE CONNECTIONS ARE PRELIMINARY. DESIGN ENGINEER TO
COORDINATE WITH MEP ENGINEER TO DETERMINE FINAL SIZE AND LOCATIONS.
18.PHASE 1 CONTRACTOR SHALL INSTALL ADEQUATE CONDUIT UNDER PAVEMENT FOR
FUTURE PHASES OF DEVELOPMENT TO TIE TO PROPOSED INFRASTRUCTURE IN
ORDER TO MINIMIZE THE NEED TO REPLACE PAVEMENT.
SANITARY SEWER TIE IN CONNECTION INSET
SSWR TIE IN CONNECTION INSET
P
A
R
C
E
L

1
P
A
R
C
E
L

2
STANDARD UTILITY NOTES (AS APPLICABLE):
1.ALL MATERIALS & CONSTRUCTION METHODS SHALL BE IN ACCORDANCE WITH CITY OF RALEIGH DESIGN STANDARDS, DETAILS &
SPECIFICATIONS (REFERENCE: CORPUD HANDBOOK, CURRENT EDITION)
2.UTILITY SEPARATION REQUIREMENTS:
a)A DISTANCE OF 100' SHALL BE MAINTAINED BETWEEN SANITARY SEWER & ANY PRIVATE OR PUBLIC WATER SUPPLY SOURCE
SUCH AS AN IMPOUNDED RESERVOIR USED AS A SOURCE OF DRINKING WATER. IF ADEQUATE LATERAL SEPARATION CANNOT
BE ACHIEVED, FERROUS SANITARY SEWER PIPE SHALL BE SPECIFIED & INSTALLED TO WATERLINE SPECIFICATIONS. HOWEVER,
THE MINIMUM SEPARATION SHALL NOT BE LESS THAN 25' FROM A PRIVATE WELL OR 50' FROM A PUBLIC WELL
b)WHEN INSTALLING WATER &/OR SEWER MAINS, THE HORIZONTAL SEPARATION BETWEEN UTILITIES SHALL BE 10'. IF THIS
SEPARATION CANNOT BE MAINTAINED DUE TO EXISTING CONDITIONS, THE VARIATION ALLOWED IS THE WATER MAIN IN A
SEPARATE TRENCH WITH THE ELEVATION OF THE WATER MAIN AT LEAST 18” ABOVE THE TOP OF THE SEWER & MUST BE
APPROVED BY THE PUBLIC UTILITIES DIRECTOR. ALL DISTANCES ARE MEASURED FROM OUTSIDE DIAMETER TO OUTSIDE
DIAMETER
c)WHERE IT IS IMPOSSIBLE TO OBTAIN PROPER SEPARATION, OR ANYTIME A SANITARY SEWER PASSES OVER A WATERMAIN, DIP
MATERIALS OR STEEL ENCASEMENT EXTENDED 10' ON EACH SIDE OF CROSSING MUST BE SPECIFIED & INSTALLED TO
WATERLINE SPECIFICATIONS
d)5.0' MINIMUM HORIZONTAL SEPARATION IS REQUIRED BETWEEN ALL SANITARY SEWER & STORM SEWER FACILITIES, UNLESS
DIP MATERIAL IS SPECIFIED FOR SANITARY SEWER
e)MAINTAIN 18” MIN. VERTICAL SEPARATION AT ALL WATERMAIN & RCP STORM DRAIN CROSSINGS; MAINTAIN 24” MIN. VERTICAL
SEPARATION AT ALL SANITARY SEWER & RCP STORM DRAIN CROSSINGS. WHERE ADEQUATE SEPARATIONS CANNOT BE
ACHIEVED, SPECIFY DIP MATERIALS & A CONCRETE CRADLE HAVING 6” MIN. CLEARANCE (PER CORPUD DETAILS W-41 & S-49)
f)ALL OTHER UNDERGROUND UTILITIES SHALL CROSS WATER & SEWER FACILITIES WITH 18” MIN. VERTICAL SEPARATION
REQUIRED
3.ANY NECESSARY FIELD REVISIONS ARE SUBJECT TO REVIEW & APPROVAL OF AN AMENDED PLAN &/OR PROFILE BY THE CITY OF
RALEIGH PUBLIC UTILITIES DEPARTMENT PRIOR TO CONSTRUCTION
4.CONTRACTOR SHALL MAINTAIN CONTINUOUS WATER & SEWER SERVICE TO EXISTING RESIDENCES & BUSINESSES THROUGHOUT
CONSTRUCTION OF PROJECT. ANY NECESSARY SERVICE INTERRUPTIONS SHALL BE PRECEDED BY A 24 HOUR ADVANCE NOTICE TO
THE CITY OF RALEIGH PUBLIC UTILITIES DEPARTMENT
5.3.0' MINIMUM COVER IS REQUIRED ON ALL WATER MAINS & SEWER FORCEMAINS. 4.0' MINIMUM COVER IS REQUIRED ON ALL REUSE
MAINS
6.IT IS THE DEVELOPER'S RESPONSIBILITY TO ABANDON OR REMOVE EXISTING WATER & SEWER SERVICES NOT BEING USED IN
REDEVELOPMENT OF A SITE UNLESS OTHERWISE DIRECTED BY THE CITY OF RALEIGH PUBLIC UTILITIES DEPARTMENT. THIS
INCLUDES ABANDONING TAP AT MAIN & REMOVAL OF SERVICE FROM ROW OR EASEMENT PER CORPUD HANDBOOK PROCEDURE
7.INSTALL 2” COPPER AND 4" DUCTILE IRON WATER SERVICES WITH METERS LOCATED AT ROW OR WITHIN A 2'X2' WATERLINE
EASEMENT IMMEDIATELY ADJACENT. NOTE: IT IS THE APPLICANT'S RESPONSIBILITY TO PROPERLY SIZE THE WATER SERVICE FOR
EACH CONNECTION TO PROVIDE ADEQUATE FLOW & PRESSURE
8.INSTALL 4" AND 6” PVC* SEWER SERVICES @ 1.0% MINIMUM GRADE WITH CLEANOUTS LOCATED AT ROW OR EASEMENT LINE &
SPACED EVERY 75 LINEAR FEET MAXIMUM
9.PRESSURE REDUCING VALVES ARE REQUIRED ON ALL WATER SERVICES EXCEEDING 80 PSI; BACKWATER VALVES ARE REQUIRED
ON ALL SANITARY SEWER SERVICES HAVING BUILDING DRAINS LOWER THAN 1.0' ABOVE THE NEXT UPSTREAM MANHOLE
10.ALL ENVIRONMENTAL PERMITS APPLICABLE TO THE PROJECT MUST BE OBTAINED FROM NCDWQ, USACE &/OR FEMA FOR ANY
RIPARIAN BUFFER, WETLAND &/OR FLOODPLAIN IMPACTS (RESPECTIVELY) PRIOR TO CONSTRUCTION.
11.NCDOT / RAILROAD ENCROACHMENT AGREEMENTS ARE REQUIRED FOR ANY UTILITY WORK (INCLUDING MAIN EXTENSIONS &
SERVICE TAPS) WITHIN STATE OR RAILROAD ROW PRIOR TO CONSTRUCTION
12.GREASE INTERCEPTOR / OIL WATER SEPARATOR SIZING CALCULATIONS & INSTALLATION SPECIFICATIONS SHALL BE APPROVED
BY THE CORPUD FOG PROGRAM COORDINATOR PRIOR TO ISSUANCE OF A BUILDING PERMIT. CONTACT TIM BEASLEY AT (919)
996-2334 OR [e-mail] FOR MORE INFORMATION
13.CROSS-CONNECTION CONTROL PROTECTION DEVICES ARE REQUIRED BASED ON DEGREE OF HEALTH HAZARD INVOLVED AS
LISTED IN APPENDIX-B OF THE RULES GOVERNING PUBLIC WATER SYSTEMS IN NORTH CAROLINA. THESE GUIDELINES ARE THE
MINIMUM REQUIREMENTS. THE DEVICES SHALL MEET AMERICAN SOCIETY OF SANITARY ENGINEERING (ASSE) STANDARDS OR BE
ON THE UNIVERSITY OF SOUTHERN CALIFORNIA APPROVAL LIST. THE DEVICES SHALL BE INSTALLED AND TESTED (BOTH INITIAL
AND PERIODIC TESTING THEREAFTER) IN ACCORDANCE WITH THE MANUFACTURER'S RECOMMENDATIONS OR THE LOCAL
CROSS-CONNECTION CONTROL PROGRAM, WHICHEVER IS MORE STRINGENT. CONTACT JOANIE HARTLEY AT [phone] OR
[e-mail] FOR MORE INFORMATION.
’
’
’

Close-up of stormwater pond embankment
and riprap dissipator adjacent to wetland GA

Preliminary Jurisdictional Determination (JD) Map, revised Sept 2019 after field meeting with Sam Dailey (USACE) and Cheng Zhang (NCDWR).
NOTE: The wetland on the west bank of Buffalo Creek north of Old Battle Bridge Rd was not included in the Aug 2019 field verification.
From: Dailey, Samantha J CIV USARMY CESAW (USA) <[e-mail]>
Sent: Wednesday, September 18, 2019 11:26 AM
To: Gerald Pottern Cc: Zhang, Cheng
Subject: RE: SPC Headquarters, Wendell Blvd + Zebulon

Good morning Gerald,

The Corps concurs with your revised maps for:

1) SAW-2019-01404 / 1500 Wendell Boulevard

2) SAW-2019-01775 / SPC Zebulon

Thank you,
Sam

Samantha Dailey
Regulatory Project Manager
U.S. Army Corps of Engineers
Regulatory Division
3331 Heritage Trade Drive, Suite 105
Wake Forest, NC 27587
[phone], Ext. 22
[e-mail]

-----Original Message-----
From: Gerald Pottern [mailto:[e-mail]]
Sent: Monday, September 09, 2019 8:04 AM
To: Dailey, Samantha J CIV USARMY CESAW (USA) <[e-mail]>
Cc: Zhang, Cheng <[e-mail]>
Subject: [Non-DoD Source] Re: SPC Headquarters, Wendell Blvd + Zebulon

Hi Sam and Cheng --

Attached are the revised PJD maps for the Wendell and Zebulon sites that we visited on Aug 30. Thanks
again for making time for the second site visit.

1) Wendell: tributary removed
2) Zebulon: tributary removed, wetland ZA kept, Flags ZB-19 and ZB-20 moved upslope 15 feet (on
either side of the trib conflu).

Gerald Pottern

Impacts to Jurisdictional Waters and Neuse Buffers; SPC Headquarters sewer connector, Wendell NC.

According to the NC-SHPO historic resources mapping tool, the adjacent parcel west of Buffalo Creek is the Hood-
Anderson Farm (site WA2021), listed on the National Register of Historic Places. The proposed sewerline will tie-in to an
existing manhole on this property alongside Old Battle Bridge Rd. The historic buildings on the Hood-Anderson Farm
(1839) are more than 1800 feet from the proposed impact area and are not within view of the SPC site. Across Wendell
Blvd 300 feet northeast of the SPC site is Edgemont Store (site WA2022), a 1930-vintage general store on NC-SHPOs
study list (not currently NRHP-listed).

FEMA Flood Risk Information System, Wake County Panel # 3720177400J, May 2006.
March 30, 2020
United States Department of the Interior
FISH AND WILDLIFE SERVICE
Raleigh Ecological Services Field Office
Post Office Box 33726
Raleigh, NC 27636-3726
Phone: [phone] Fax: [phone]
In Reply Refer To:
Consultation Code: 04EN2000-2020-SLI-0964
Event Code: 04EN2000-2020-E-02186
Project Name: SPC Headquarters, Wendell Blvd

Subject:List of threatened and endangered species that may occur in your proposed project
location, and/or may be affected by your proposed project
To Whom It May Concern:
The species list generated pursuant to the information you provided identifies threatened,
endangered, proposed and candidate species, as well as proposed and final designated critical
habitat, that may occur within the boundary of your proposed project and/or may be affected by
your proposed project. The species list fulfills the requirements of the U.S. Fish and Wildlife
Service (Service) under section 7(c) of the Endangered Species Act (Act) of 1973, as amended
(16 U.S.C. 1531 et seq.).
New information based on updated surveys, changes in the abundance and distribution of
species, changed habitat conditions, or other factors could change this list. Please feel free to
contact us if you need more current information or assistance regarding the potential impacts to
federally proposed, listed, and candidate species and federally designated and proposed critical
habitat. Please note that under 50 CFR 402.12(e) of the regulations implementing section 7 of the
Act, the accuracy of this species list should be verified after 90 days. This verification can be
completed formally or informally as desired. The Service recommends that verification be
completed by visiting the ECOS-IPaC website at regular intervals during project planning and
implementation for updates to species lists and information. An updated list may be requested
through the ECOS-IPaC system by completing the same process used to receive the enclosed list.
Section 7 of the Act requires that all federal agencies (or their designated non-federal
representative), in consultation with the Service, insure that any action federally authorized,
funded, or carried out by such agencies is not likely to jeopardize the continued existence of any
federally-listed endangered or threatened species. A biological assessment or evaluation may be
prepared to fulfill that requirement and in determining whether additional consultation with the
Service is necessary. In addition to the federally-protected species list, information on the
species' life histories and habitats and information on completing a biological assessment or
03/30/2020 Event Code: 04EN2000-2020-E-02186   2

evaluation and can be found on our web page at http://www.fws.gov/raleigh. Please check the
web site often for updated information or changes
If your project contains suitable habitat for any of the federally-listed species known to be
present within the county where your project occurs, the proposed action has the potential to
adversely affect those species. As such, we recommend that surveys be conducted to determine
the species' presence or absence within the project area. The use of North Carolina Natural
Heritage program data should not be substituted for actual field surveys.
If you determine that the proposed action may affect (i.e., likely to adversely affect or not likely
to adversely affect) a federally-protected species, you should notify this office with your
determination, the results of your surveys, survey methodologies, and an analysis of the effects
of the action on listed species, including consideration of direct, indirect, and cumulative effects,
before conducting any activities that might affect the species. If you determine that the proposed
action will have no effect (i.e., no beneficial or adverse, direct or indirect effect) on federally
listed species, then you are not required to contact our office for concurrence (unless an
Environmental Impact Statement is prepared). However, you should maintain a complete record
of the assessment, including steps leading to your determination of effect, the qualified personnel
conducting the assessment, habitat conditions, site photographs, and any other related articles.
Please be aware that bald and golden eagles are protected under the Bald and Golden Eagle
Protection Act (16 U.S.C. 668 et seq.), and projects affecting these species may require
development of an eagle conservation plan (http://www.fws.gov/windenergy/
eagle_guidance.html). Additionally, wind energy projects should follow the wind energy
guidelines (http://www.fws.gov/windenergy/) for minimizing impacts to migratory birds and
bats.
Guidance for minimizing impacts to migratory birds for projects including communications
towers (e.g., cellular, digital television, radio, and emergency broadcast) can be found at: http://
www.fws.gov/migratorybirds/CurrentBirdIssues/Hazards/towers/towers.htm; http://
www.towerkill.com; and http://www.fws.gov/migratorybirds/CurrentBirdIssues/Hazards/towers/
comtow.html.
Not all Threatened and Endangered Species that occur in North Carolina are subject to section 7
consultation with the U.S Fish and Wildlife Service. Atlantic and shortnose sturgeon, sea
turtles,when in the water, and certain marine mammals are under purview of the National Marine
Fisheries Service. If your project occurs in marine, estuarine, or coastal river systems you should
also contact the National Marine Fisheries Service, http://www.nmfs.noaa.gov/
We appreciate your concern for threatened and endangered species. The Service encourages
Federal agencies to include conservation of threatened and endangered species into their project
planning to further the purposes of the Act. Please include the Consultation Tracking Number in
the header of this letter with any request for consultation or correspondence about your project
that you submit to our office. If you have any questions or comments, please contact John Ellis
of this office at [e-mail].
03/30/2020 Event Code: 04EN2000-2020-E-02186   3

▪
Attachment(s):
Official Species List
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Official Species List
This list is provided pursuant to Section 7 of the Endangered Species Act, and fulfills the
requirement for Federal agencies to "request of the Secretary of the Interior information whether
any species which is listed or proposed to be listed may be present in the area of a proposed
action".
This species list is provided by:
Raleigh Ecological Services Field Office
Post Office Box 33726
Raleigh, NC 27636-3726
[phone]
03/30/2020 Event Code: 04EN2000-2020-E-02186   2

Project Summary
Consultation Code:04EN2000-2020-SLI-0964
Event Code:04EN2000-2020-E-02186
Project Name:SPC Headquarters, Wendell Blvd
Project Type:DEVELOPMENT
Project Description:1500 Wendell Blvd, Wendell, Wake County -- 20 acre site, commercial
development
Project Location:
Approximate location of the project can be viewed in Google Maps: https://
www.google.com/maps/place/35.800603029723504N78.40488042921818W
Counties:Wake, NC
03/30/2020 Event Code: 04EN2000-2020-E-02186   3

1.
Endangered Species Act Species
There is a total of 8 threatened, endangered, or candidate species on this species list.
Species on this list should be considered in an effects analysis for your project and could include
species that exist in another geographic area. For example, certain fish may appear on the species
list because a project could affect downstream species.
IPaC does not display listed species or critical habitats under the sole jurisdiction of NOAA
Fisheries , as USFWS does not have the authority to speak on behalf of NOAA and the
Department of Commerce.
See the "Critical habitats" section below for those critical habitats that lie wholly or partially
within your project area under this office's jurisdiction. Please contact the designated FWS office
if you have questions.
NOAA Fisheries, also known as the National Marine Fisheries Service (NMFS), is an
office of the National Oceanic and Atmospheric Administration within the Department of
Commerce.
Birds
NAME STATUS
Red-cockaded Woodpecker Picoides borealis
No critical habitat has been designated for this species.
Species profile: https://ecos.fws.gov/ecp/species/7614
Endangered
Amphibians
NAME STATUS
Neuse River Waterdog Necturus lewisi
There is proposed critical habitat for this species. Your location is outside the critical habitat.
Species profile: https://ecos.fws.gov/ecp/species/6772
Proposed
Threatened
Fishes
NAME STATUS
Carolina Madtom Noturus furiosus
There is proposed critical habitat for this species. Your location is outside the critical habitat.
Species profile: https://ecos.fws.gov/ecp/species/528
Proposed
Endangered
1
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Clams
NAME STATUS
Atlantic Pigtoe Fusconaia masoni
There is proposed critical habitat for this species. Your location is outside the critical habitat.
Species profile: https://ecos.fws.gov/ecp/species/5164
Proposed
Threatened
Dwarf Wedgemussel Alasmidonta heterodon
No critical habitat has been designated for this species.
Species profile: https://ecos.fws.gov/ecp/species/784
Endangered
Tar River Spinymussel Elliptio steinstansana
No critical habitat has been designated for this species.
Species profile: https://ecos.fws.gov/ecp/species/1392
Endangered
Yellow Lance Elliptio lanceolata
There is proposed critical habitat for this species. Your location is outside the critical habitat.
Species profile: https://ecos.fws.gov/ecp/species/4511
Threatened
Flowering Plants
NAME STATUS
Michaux's Sumac Rhus michauxii
No critical habitat has been designated for this species.
Species profile: https://ecos.fws.gov/ecp/species/5217
Endangered
Critical habitats
THERE ARE NO CRITICAL HABITATS WITHIN YOUR PROJECT AREA UNDER THIS OFFICE'S
JURISDICTION.