20061151 Ver 3_401 Application_20101010

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11010 RAVEN RIDGE ROAD
RALEIGH, NC 27614
846-5900
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Environmental Consultants, PA
Road • Raleigh, North Carolina 27614 • Phone: [phone] • Fax: [phone]
www.SandEC.com
October 22, 2010
S&EC Project # 9139.P1
To: US Army Corps of Engineers
Raleigh Regulatory Field Office
Attn: Jamie Shern
3331 Heritage Trade Drive, Ste. 105
Wake Forest, NC 27587
From: Bob Zarzecki
Soil & Environmental Consultants, P.A.
11010 Raven Ridge Road
Raleigh, NC 27614
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goOC T 2 " ZQ;O
E) '+ R - K'ATER QUALITY
Re: Salem Village Subdivision (Apex Peakway), Phase 1 & 2A 1 %vsMDsrok";+h ;*FRERM1Gt{
Apex, Wake County, NC
On behalf of the owners, CJS Apex Assemblage, LLC, et. al., please find attached a complete application
and supplemental information requesting written concurrence from the U.S. Army Corps of Engineers and
the N.C. Division of Water Quality (NCDWQ) that the activities proposed below may proceed under
Nationwide Permit 29 and General Water Quality Certification 3821. Please contact me at (919) 846-
5900 if you have any questions or require additional information.
PLEASE NOTE THAT THIS "COMBINED" PCN AND ADDITIONAL INFORMATION SHOULD
REPLACE THE APPLICATIONS PREVIOUSLY SUBMITTED IN SEPTEMBER 2010 FOR APEX
PEAKWAY & SALEM VILLAGE, AS AGREED DURING A MEETING WITH THE USACE AND DWQ
ON OCTOBER 19, 2010. WE UNDERSTAND FROM MR. MCMILLAN THAT NO ADDITIONAL
PERMIT APPLICATION FEES WILL BE REQUIRED BY DWQ.
NOTE: A total of three bridges were used to avoid impacts to the main perennial stream (Big Branch).
Impacts to intermittent streams and wetlands would be necessary.
PROJECT SUMMARY
Project Name Salem Village, Phase 1 & 2A (including section
of Apex Peakwa
Project Type Residential Subdivision
Owner / Applicant CJS Apex Assemblage, LLC, et. al.
Count Wake
Nearest Town Raleigh
Waterbod Name Big Branch
Basin / Sub-basin Cape Fear / 03-06-07
Index Number 18-7-6-1
Class C; NSW
USGS Cataloging Unit 03030004
SALEM VILAGE PCN - Cover Letter
S&EC 9139
Page 1 of 2
N.C. Division of Water Quality
401 Oversight/Express Permitting Unit
Attn: Ian McMillan
2321 Crabtree Boulevard, Suite 250
Raleigh, NC 27604-2260
IMPACT SUMMARY
Stream Impact (acres): 0.05
Wetland Impact (acres): 0.35
Open Water Impact (acres): 0.01
Total Impact to Waters of the U.S. (acres) 0.41
Total Stream Impact (linear feet): 269 (Perm.) & 71 (Temp)
Total Riparian Buffer Impacts (square feet): 0
Attachments:
Pre-construction Notification (PCN) Application Form
Agent Authorization Forms
USGS Topographic Map & NRCS Soil Survey Map
E E P Acceptance Letter (10/5/10)
DWQ Buffer Determination Letter (12/5/06)
Town of Apex Buffer Determination Letter (12/18/06)
Site Plans & Impact Exhibits
Stormwater Management Plan Approvals (Ph 1 & 2A)
Conceptual Stormwater Management Plans (Future Phases)
SALEM VILAGE PCN - Cover Letter
S&EC 9139
Page 2 of 2
QF W A T?q
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Office Use Only:
Corps action ID no.
DWQ project no.
Form Version 1.3 Dec 10 2008
Pre-Construction Notification (PCN) Form
A. Applicant Information
1. Processing
1 a. Type(s) of approval sought from the
Corps:
®Section 404 Permit El Section 10 Permit
1b. Specify Nationwide Permit (NWP) number: 29 or General Permit (GP) number: 3821
1 c. Has the NWP or GP number been verified by the Corps? ® Yes ? No
1 d. Type(s) of approval sought from the DWQ (check all that apply):
® 401 Water Quality Certification - Regular ? Non-404 Jurisdictional General Permit
? 401 Water Quality Certification - Express ? Riparian Buffer Authorization
1 e. Is this notification solely for the record
because written approval is not required? For the record only for DWQ 401
Certification:
? Yes ® No For the record only for Corps Permit:

? Yes ® No
1f. Is payment into a mitigation bank or in-lieu fee program proposed for mitigation
of impacts? If so, attach the acceptance letter from mitigation bank or in-lieu
fee program. ® Yes ? No
1 g. Is the project located in any of NC's twenty coastal counties. If yes, answer 1 In
below. ? Yes ® No
1h. Is the project located within a NC DCM Area of Environmental Concern (AEC)? ? Yes ® No
2. Project Information
2a. Name of project: Salem Village
2b. County: Wake
2c. Nearest municipality / town: Apex
2d. Subdivision name: N/A
2e. NCDOT only, T.I.P. or state
project no: N/A
3. Owner Information
3a. Name(s) on Recorded Deed: CJS Apex Assemblage, LLC, Prince Holdings, LLC, & Kerr Properties, LLC
3b. Deed Book and Page No. 11831/1832 & 11831/1828 & 12378/1563 & 12196/0184 & Peakway (13809/1423)
3c. Responsible Party (for LLC if
applicable): CJS Apex Assemblage, LLC - Attn: Mr. Mark Schweibinz & Prince Holdlings, LLC Attn:
Ms. Nancy Fish, Kerr Properties, LLC - Attn: Chris Woody
3d. Street address: 7000 Six Forks Rd., 2321 Blue Ridge Rd., Ste. 101 (CJS & Kerr) & 911 S. Salem St.
(Prince)
3e. City, state, zip: Raleigh, NC 27615 & Apex, NC 27502
3f. Telephone no.: 919-604-4114 & 919-621-3047
3g. Fax no.: N/A
3h. Email address: N/A
Page 1 of 12
PCN Form - Version 1.3 December 10, 2008 Version
4. Applicant Information (if different from owner)
4a. Applicant is: ? Agent ® Other, specify: Owners - please copy owners and agent on all
correspondence
4b. Name: CJS Apex Assemblage, LLC - Attn: Mr. Mark Schweibinz & Prince Holdlings, LLC Attn:
Ms. Nancy Fish, Kerr Properties, LLC - Attn: Chris Woody
4c. Business name
(if applicable): CJS Apex Assemblage, LLC & Prince Holdings, LLC & Kerr Properties, LLC
4d. Street address: 7000 Six Forks Rd., 2321 Blue Ridge Rd., Ste. 101 (CJS & Kerr) & 911 S. Salem St.
(Prince)
4e. City, state, zip: Raleigh, NC 27615 & Apex, NC 27502
4f. Telephone no.: 919-604-4114 & 919-621-3047
4g. Fax no.: N/A
4h. Email address: N/A
5. Agent/Consultant Information (if applicable)
5a. Name: Bob Zarzecki
5b. Business name
(if applicable): Soil & Environmental Consultants, PA
5c. Street address: 11010 Raven Ridge Road
5d. City, state, zip: Raleigh, NC 27614
5e. Telephone no.: [phone]
5f. Fax no.: [phone]
5g. Email address: [e-mail]
Page 2 of 12
B. Project Information and Prior Project History
1. Property Identification
1a. Property identification no. (tax PIN or parcel ID): 0741061343, 0731854854, 0741048525, 0741032621,
0731943252,0741152120
1b. Site coordinates (in decimal degrees): Latitude: 35.713652 Longitude: - 78.8647
(DD.DDDDDD) (-DD.DDDDDD)
1 c. Property size: +/- 195 acres
2. Surface Waters
2a. Name of nearest body of water (stream, river, etc.) to Big Branch; 18-7-6-1; 03-06-07
proposed project:
2b. Water Quality Classification of nearest receiving water: C
2c. River basin: Cape Fear Basin (USGS Cataloging Unit 03030004)
3. Project Description
3a. Describe the existing conditions on the site and the general land use in the vicinity of the project at the time of this
application:
The subject site is mostly forested with a Colonial Pipeline utility easement running through the northeast corner of the
property. The surrounding land use is primarily residential, with new residential subdivisions currently being constructed.
3b. List the total estimated acreage of all existing wetlands on the property:
+/- 3.3 ac.
3c. List the total estimated linear feet of all existing streams (intermittent and perennial) on the property:
+/- 7,990 LF
3d. Explain the purpose of the proposed project:
The purpose of the proposed project is to construct the Salem Village subdivision, including the section of Apex Peakway
from Tingen Road to Salem Street, to provide additional residential housing for the area. The proposed impacts to
streams and wetlands are necessary to construct the necessary development roadway infrastructure as well as for the
required utility installations.
3e. Describe the overall project in detail, including the type of equipment to be used:
The proposed development will be for a residential subdivision with typical roads and utilities and section of major
thoroughfare road. Heavy equipment typically necessary for road and home construction, as well as utility
installation, will be used.
4. Jurisdictional Determinations
4a. Have jurisdictional wetland or stream determinations by the
Corps or State been requested or obtained for this property /
project (including all prior phases) in the past?
®Yes ? No ? Unknown
Comments: Site verifications have been completed with the
Corps and the survey will be submitted to the Corps during
the review period of this permit application request.
4b. If the Corps made the jurisdictional determination, what type
? Preliminary ®Final
of determination was made?
4c. If yes, who delineated the jurisdictional areas? Agency/Consultant Company: Soil & Environmental
Consultants, PA
Name (if known): S&EC,PA Staff Other:
4d. If yes, list the dates of the Corps jurisdictional determinations or State determinations and attach documentation.
DWQ 12/5/06; Corps site verifications occurred over multiple days, Todd Tugwell on May 4, 2005 - AID No. 200520784,
Thomas Brown on September 6, 2006 (no AID no.), office meetings with Jamie Shern and Thomas Brown to review
current updated survey were conducted on February 4, 2010 and again in June 2010; Survey will be submitted for
approval during the review period of this permit application.
Page 3 of 12
PCN Form - Version 1.3 December 10, 2008 Version
B. Project Information and Prior Project History
5. Project History
5a. Have permits or certifications been requested or obtained for ? Yes ® No ? Unknown
this project (including all prior phases) in the past?
5b. If yes, explain in detail according to "help file" instructions.
6. Future Project Plans
6a. Is this a phased project? ® Yes ? No
6b. If yes, explain.
The overall sheets and parcel numbers show all parcels included in the development. This application is only for Phase 1
& 2A of the development. Future phases have not been designed, but conceptual stormwater management plans have
been provided to the DWQ for review. Impacts to jurisdictional waters are not anticipated, but if required will be submitted
to the Corps and DWQ for review with the understanding that they will be cumulative to the impacts requested in this
application.
Page 4 of 12
C. Proposed Impacts Inventory
1. Impacts Summary
1 a. Which sections were completed below for your project (check all that apply):
® Wetlands ® Streams - tributaries ? Buffers
® Open Waters ? Pond Construction
2. Wetland Impacts
If there are wetland impacts proposed on the site, then complete this question for each wetland area impacted.
2a. 2b. 2c. 2d. 2e. 2f.
Wetland impact Type of jurisdiction
number - Type of impact Type of wetland Forested (Corps - 404, 10 Area of impact
Permanent (P) or (if known) DWQ - non-404, other) (acres)
Temporary (T)
W1 ®P ? T Road Crossing Forested/Non- ® Yes ® Corps 0
130
Sheet A/impact #1 (permanent) riparian ? No ? DWQ .
W2 ? P ®T Sewer Installation Forested/Non- ® Yes ® Corps 0
043
SheetA/Impact#2 (temporary) riparian ? No ? DWQ .
W3 ? P ®T Sewer Installation Forested/Non- ® Yes ® Corps 0
009
Sheet B/Impact#3 (temporary) riparian ? No ? DWQ .
W4 ®P ? T Road Crossing Forested/Non- ® Yes ® Corps 0
106
Sheet D/Impact# 7 (permanent) riparian ? No ? DWQ .
W5 ? P ®T Road Crossing Forested/Non- ® Yes ® Corps
0
005
Sheet D/Impact# 8 (temporary) riparian ? No ? DWQ .
W6 ®P ? T Road Crossing Forested/Non- ® Yes ® Corps 0
031
SheetG/Impact#11 (permanent) riparian ? No ? DWQ .
W6 ®P ? T Road Crossing Forested/Non- ® Yes ® Corps 0
026
SheetJ/Impact#15 (permanent) riparian ? No ? DWQ .
2g. Total wetland impacts 0.35
2h. Comments: Of the 0.35 ac. of wetland impact, 0.293 ac. is permanent impact and 0.057 ac. is temporary impact.
3. Stream Impacts
If there are perennial or intermittent stream impacts (including temporary impacts) proposed on the site, then complete this
question for all stream sites impacted.
3a. 3b. 3c. 3d. 3e. 3f. 3g.
Stream impact Type of impact Stream name Perennial Type of jurisdiction Average Impact
number - (PER) or (Corps - 404, 10 stream length
Permanent (P) or intermittent DWQ - non-404, width (linear
Temporary (T) (I NT)? other) (feet) feet)
S1 ®P ? T Road Crossing UT to Big Branch ? PER ® Corps 6 121
Sheet C/Impact# 5 (Permanent) ® INT ® DWQ
S2 ? P ®T Road Crossing UT to Big Branch ? PER ® Corps 6 7
Sheet C/Impact# 6 (Temporary) ® INT ® DWQ
S3 ? P ®T Sewer Crossing UT to Big Branch ? PER ® Corps 3 20
Sheet F/Impact#10 (Temporary) ® INT ® DWQ
S4 ®P ? T Road Crossing UT to Big Branch ® PER ® Corps 5 148
SheetH/Impact#12 (Permanent) ? INT ® DWQ
S3 ? P ®T Waterline Xing UT to Big Branch ® PER ® Corps 5 22
Sheet I/Impact#13 (Temporary) ? INT ® DWQ
S3 ? P ®T Waterline Xing
UT to Big Branch ® PER ® Corps
5.8
22
Sheetl/Impact#14 (Temporary) ? INT ® DWQ
3h. Total stream and tributary impacts 340
3i. Comments: Of the 340 feet of stream impact, 269 is permanent and 71 is temporary.
Page 5 of 12
PCN Form - Version 1.3 December 10, 2008 Version
4. Open Water Impacts
If there are proposed impacts to lakes, ponds, estuaries, tributaries, sounds, the Atlantic Ocean, or any other open water of
the U.S. then individual) list all open water impacts below.
4a. 4b. 4c. 4d. 4e.
Open water Name of waterbody
impact number - (if applicable) Type of impact Waterbody type Area of impact (acres)
Permanent (P) or
Temporary (T)
01 ? P ®T

SheetB/I mpact#4 UT to Big Branch Sewer Installation (temporary) pond 0.010
02 ?P?T
03 ?P?T
04 ?P?T
4f. Total open water impacts 0.010
4g. Comments: The proposed open water impact is temporary in nature for the sewer line installation.
5. Pond or Lake Construction
If and or lake construction proposed, then complete the chart below.
5a. 5b. 5c. 5d. 5e.
Wetland Impacts (acres) Stream Impacts (feet) Upland
Pond ID Proposed use or purpose (acres)
number of pond
Flooded Filled Excavated Flooded Filled Excavated Flooded
P1
P2
5f. Total
5g. Comments:
5h. Is a dam high hazard permit required?
? Yes ? No If yes, permit ID no:
5i. Expected pond surface area (acres):
5j. Size of pond watershed (acres):
5k. Method of construction:
Page 6 of 12
6. Buffer Impacts (for DWQ)
If project will impact a protected riparian buffer, then complete the chart below. If yes, then individually list all buffer impacts
below. If any impacts require mitigation, then you MUST fil l out Section D of this form.
6a.
Project is in which protected basin? This project is in the ? Neuse ? Tar-Pamlico ? Other:
Cape Fear River Basin (Harris Lake, Not Jordan) and there ? Catawba ? Randleman
currently are no state regulated buffers on the Cape Fear
River.
6b. 6c. 6d. 6e. 6f. 6g.
Buffer impact
number - Reason Buffer Zone 1 impact Zone 2 impact
Permanent (P) or for Stream name mitigation (square feet) (square feet)
Temporary (T) impact required?
B1 ?P?T ?Yes
? No
B2 ? P ? T ? Yes
? No
B3 ? P ? T ? Yes
? No
6h. Total buffer impacts
6i. Comments:
Page 7 of 12
D. Impact Justification and Mitigation
1. Avoidance and Minimization
1a. Specifically describe measures taken to avoid or minimize the proposed impacts in designing project.
The applicant requested a detailed delineation of streams and wetlands prior to site plan development in order to
determine the extent and location of streams and wetlands on the subject property. The site plan has limited permanent
impacts to three road crossings within wetland areas. There is one proposed stream crossing of an
unimportant/intermittent channel, however the applicant has opted to utilize a spanning structure so as to avoid
permanent channel impacts. Streams are not crossed multiple times by roads. The proposed road crossings are
necessary in order to provide the needed internal roadway infrastructure connectivity required for resident and emergency
vehicle access.
The applicant is also aware of the regional conditions associated with the Nationwide Permit 29. With respect to
residential development conditions (Regional Conditions section 4.9) the applicant does not anticipate any impacts to
streams or wetlands associated with any required stormwater facilities, there are no proposed single-family recreation
facilities, there are no 100 year floodplain limits identified on this project and therefore, there are no permanent wetland or
stream fills proposed within the floodway and finally, the stream classification for this project is C (i.e. not Outstanding
Resource Waters or High Quality Waters).
The applicant recognizes that the proposed temporary impacts for the sewer line installation will be for the minimum
period of time required to complete the activity and that the stream and wetland areas must be returned to pre-impact
conditions. The proposed sewer line construction corridor as well as the proposed permanent easement corridor is only
20 feet wide (i.e. does not exceed 40 feet in width). The proposed sewer line is not anticipated to interfere with navigation
nor is it proposed to be aerial in nature. No rip-rap is proposed for the stream crossing for the proposed sewer line
installation.
Apex Peakway - The applicant requested a detailed delineation of streams and wetlands of the proposed Apex Peakway
corridor in order to determine the extent and location of streams and wetlands within the area. The proposed roadway
corridor has limited permanent impacts to three road crossings, 2 of which are stream crossings and one crossing which
is within a wetland area. For the two proposed stream crossings, the applicant has opted to utilize bridges so as to avoid
channel impacts. Streams are not crossed multiple times by the proposed roadway. The proposed road crossings are
necessary in order to connect the existing termini of the Apex Peakway at South Salem Street (the northern boundary)
and Tingen Road (the southern boundary). The purpose of the proposed Apex Peakway is to build a four-lane
divided roadway that will service the proposed and existing residential developments in the area, as well as
providing an alternate north-south connector between NC 55 and US 1 in Apex. Road shoulders were made as
steep as possible at the wetland crossing locations (2:1) to minimize impacts.
1b. Specifically describe measures taken to avoid or minimize the proposed impacts through construction techniques.
Orange protective fencing will be placed outside of the impacted wetland corridor to ensure protection of the non-
impacted wetlands. It is the intent of this plan for construction impact to take place during the dryer months of the year.
Also where the sewer line installation occurs within wetland areas, as each section of sewer main is installed the ground
elevations will be restored and seeded with wetland type grasses immediately. The sewer alignment was determined in
the field to minimize the impacts to trees and wetlands while allowing more efficient installation techniques to minimize
negative impacts.
2. Compensatory Mitigation for Impacts to Waters of the U.S. or Waters of the State
2a. Does the project require Compensatory Mitigation for ® Yes ? No
impacts to Waters of the U.S. or Waters of the State?
2b. If yes, mitigation is required by (check all that apply): ® DWQ ® Corps
? Mitigation bank
2c. If yes, which mitigation option will be used for this
®Payment to in-lieu fee program
project?
? Permittee Responsible Mitigation
Page 8 of 12
PCN Form - Version 1.3 December 10, 2008 Version
3. Complete if Using a Mitigation Bank
3a. Name of Mitigation Bank:
3b. Credits Purchased (attach receipt and letter) Type Quantity
3c. Comments:
4. Complete if Making a Payment to In-lieu Fee Program
4a. Approval letter from in-lieu fee program is attached. ® Yes
4b. Stream mitigation requested: 538 linear feet
4c. If using stream mitigation, stream temperature: ® warm ? cool ?cold
4d. Buffer mitigation requested (DWQ only): 0 square feet
4e. Riparian wetland mitigation requested: 0 acres
4f. Non-riparian wetland mitigation requested: 0.648 acres
4g. Coastal (tidal) wetland mitigation requested: 0 acres
4h. Comments: WETLAND - The above assumes 2:1 mitigation ratio for all wetland impacts (permanent & temporary). Only
0.293 acres of permanent impacts are proposed. S&EC believes that a total of 0.5 (1.5:1 ratio) would be appropriate for the
impacts proposed. STREAM - The above assumes 2:1 mitigation ratio all permanent stream impacts. However, the applicant
request that a ratio of 1:1 should apply given the amount of avoidance (over 1.5 miles of avoided streams), including the use
of very costly bridges (three total) on the main stream (Big Branch).
5. Complete if Using a Permittee Responsible Mitigation Plan
5a. If using a permittee responsible mitigation plan, provide a description of the proposed mitigation plan.
6. Buffer Mitigation (State Regulated Riparian Buffer Rules) - required by DWQ
6a. Will the project result in an impact within a protected riparian buffer that requires
buffer mitigation? ? Yes ® No

Project is in the Cape Fear Basin
6b. If yes, then identify the square feet of impact to each zone of the riparian buffer that requires mitigation. Calculate the
amount of mitigation required.

Zone 6c.
Reason for impact 6d.
Total impact
(square feet)
Multiplier 6e.
Required mitigation
(square feet)
Zone 1 3 (2 for Catawba)
Zone 2 1.5
6f. Total buffer mitigation required:
6g. If buffer mitigation is required, discuss what type of mitigation is proposed (e.g., payment to private mitigation bank,
permittee responsible riparian buffer restoration, payment into an approved in-lieu fee fund).
6h. Comments:
Page 9 of 12
E. Stormwater Management and Diffuse Flow Plan (required by DWQ)
1. Diffuse Flow Plan
1 a . Does the project include or is it adjacent to protected riparian buffers identified ? Yes ® No
within one of the NC Riparian Buffer Protection Rules?
1 b . If yes, then is a diffuse flow plan included? If no, explain why.
? Yes ? No
Comments:
2. Stormwater Management Plan
2a . What is the overall percent imperviousness of this project? >24 %
2b . Does this project require a Stormwater Management Plan? ® Yes ? No
2c. If this project DOES NOT require a Stormwater Management Plan, explain why:
2d . If this project DOES require a Stormwater Management Plan, then provide a brief, narrative description of the plan:
Attached are approval letters from the Town of Apex and plans for Phases 1 & 2A. The application requests a conditional
401 Certification approval for the remaining phases of the development such that once these phases are developed,
copies of the Town of Apex approved stormwater management plans are provided to DWQ prior to impacts. Conceptual
stormwater management plans are also provided for the future phases per the DWQ request.
® Certified Local Government
2e . Who will be responsible for the review of the Stormwater Management Plan? ? DWQ Stormwater Program
? DWQ 401 Unit
3. Certified Local Government Stormwater Review
3a. In which local government's jurisdiction is this project? Apex
® Phase II
3b . Which of the following locally-implemented stormwater management programs ? NSW
? USMP
apply (check all that apply): ? Water Supply Watershed
? Other:
3c. Has the approved Stormwater Management Plan with proof of approval been ® Yes ? No
attached?
4. DWQ Stormwater Program Review
? Coastal counties
? HQW
4a . Which of the following state-implemented stormwater management programs apply ? ORW
(check all that apply): ? Session Law 2006-246
? Other:
4b . Has the approved Stormwater Management Plan with proof of approval been
attached? ? Yes ? No
5. DWQ 401 Unit Stormwater Review
5a . Does the Stormwater Management Plan meet the appropriate requirements? ? Yes ? No
5b . Have all of the 401 Unit submittal requirements been met? ? Yes ? No
Page 10 of 12
PCN Form - Version 1.3 December 10, 2008 Version
F. Supplementary Information
1. Environmental Documentation (DWQ Requirement)
1 a. Does the project involve an expenditure of public (federal/state/local) funds or the ? Yes ® No
use of public (federal/state) land?
1 b. If you answered "yes" to the above, does the project require preparation of an
environmental document pursuant to the requirements of the National or State ? Yes ? No
(North Carolina) Environmental Policy Act (NEPA/SEPA)?
1 c. If you answered "yes" to the above, has the document review been finalized by the
State Clearing House? (If so, attach a copy of the NEPA or SEPA final approval
letter.) ? Yes ? No
Comments:
2. Violations (DWQ Requirement)
2a. Is the site in violation of DWQ Wetland Rules (15A NCAC 2H .0500), Isolated
Wetland Rules (15A NCAC 2H .1300), DWQ Surface Water or Wetland Standards, ? Yes ® No
or Riparian Buffer Rules (15A NCAC 2B .0200)?
2b. Is this an after-the-fact permit application? ? Yes ® No
2c. If you answered "yes" to one or both of the above questions, provide an explanation of the violation(s):
3. Cumulative Impacts (DWQ Requirement)
3a. Will this project (based on past and reasonably anticipated future impacts) result in ? Yes ® No
additional development, which could impact nearby downstream water quality?
3b. If you answered "yes" to the above, submit a qualitative or quantitative cumulative impact analysis in accordance with the
most recent DWQ policy. If you answered "no," provide a short narrative description.
We have reviewed the "DRAFT Internal Policy, Cumulative impacts and the 401 Water Quality Certification and Isolated
Wetland Programs" document prepared by the NC Division of Water Quality on April 10, 2004, version 2.1. The draft states that
most residential subdivisions and small scale commercial developments are unlikely to cause cumulative impacts. This project
does not meet any of the three criteria of private projects that can clearly result in cumulative impacts. This development is
relatively small in nature, is within a residentially developed landscape bounded by South Salem Street and US 1 to the north
and south respectively and therefore, the utility infrastructure (i.e. water and electricity) are already in place to service the
proposed development. We anticipate that you will advise us if a qualitative or quantitative impact analysis is required.
Apex Peakway - While the proposed Apex Peakway is a "road on a new location" which has the potential for growth-stimulating
effects, the surrounding area has been built upon or is currently being built upon. It is this "build-out" that has necessitated the
construction of this road. Additionally, the proposed Apex Peakway is within the Town of Apex's Extraterritorial Jurisdiction Area
(ETJ) and as such is subject to the Unified Development Ordinance which has provisions within to prevent the degradation of
downstream water quality due to development. We anticipate that you will advise us if a qualitative or quantitative impact
analysis is required. This application only proposes to connect two existing sections of the Peakway from Tingen Road and
Salem Street.
4. Sewage Disposal (DWQ Requirement)
4a. Clearly detail the ultimate treatment methods and disposition (non-discharge or discharge) of wastewater generated from
the proposed project, or available capacity of the subject facility.
This project will connect to existing sewer lines. The Town of Apex will insure that the capacity of their treatment facility
will not be exceeded.
Page 11 of 12
PCN Form - Version 1.3 December 10, 2008 Version
5. Endangered Species and Designated Critical Habitat (Corps Requirement)
5a. Will this project occur in or near an area with federally protected species or ? Yes ® No
habitat?
5b. Have you checked with the USFWS concerning Endangered Species Act ? Yes ® No
impacts?
El Raleigh
5c. If yes, indicate the USFWS Field Office you have contacted. ? Asheville
5d. What data sources did you use to determine whether your site would impact Endangered Species or Designated Critical
Habitat?
The NC-Natural Heritage Programs Virtual Workroom was used to search for elemental occurrences of state and
federally protected species in the vicinity of the project. It was determined based on the search that elemental
occurrences of one state species of concern exist within 2 miles of the center of the project area. There were no
elemental occurrences of federally threatened or endangered species within 2 miles of the center of the project area.
6. Essential Fish Habitat (Corps Requirement)
6a. Will this project occur in or near an area designated as essential fish habitat? ? Yes ® No
6b. What data sources did you use to determine whether your site would impact Essential Fish Habitat?
The proposed project is in Wake County which is not near any coastal or tidal habitat that would support EFH (i.e. salt
marshes, oyster reefs, etc.)
7. Historic or Prehistoric Cultural Resources (Corps Requirement)
7a. Will this project occur in or near an area that the state, federal or tribal
governments have designated as having historic or cultural preservation ? Yes ® No
status (e.g., National Historic Trust designation or properties significant in
North Carolina history and archaeology)?
7b. What data sources did you use to determine whether your site would impact historic or archeological resources?
* Records checks at the State Historic Preservation Office or the Office of State Archeology were not performed. No
structures were noticed during the wetland evaluation. The project is consistent with adjacent land uses. Further, the
National Register of points produced by the NC SHPO (utilizing Google Earth) does not show any historic or
archeological resources on the project site.
8. Flood Zone Designation (Corps Requirement)
8a. Will this project occur in a FEMA-designated 100-year floodplain? ? Yes ® No
8b. If yes, explain how project meets FEMA requirements:
8c. What source(s) did you use to make the floodplain determination? http://floodmaps.nc.gov/fmis/Ma!nMap.aspx
Soil & Environmental Consultants,
PA - Bob Zarzecki
' October 22, 2010
' Date
Applicant/Agent
s Printed Name ,%Appl.ioafit/Agent`s' Signature
(Agent's ignat&6 is valid only if an authorization letter from the
applicant is provided.
Page 12 of 12
Environmental Consultants, PA
Road • Rxlcigh, North Carob 27614 • Photo: [phone] • Fsx; [phone]
www.SandEC.com
Address: ? OOD
Ir,
?C
-ILM Phone: ?ro -11
Project Natne/Description:.-- ?aA V 111 S&EC Project # "
Date: !; - k i - to
The Departmcnt of the Army
U.S. Army Corps of Engineers, Wilmington Di,srrict
P .O. Box 1890
Wi]mi w on,NC 28402
Attu
Field Office:
?-i w
Re: Wetlands Related Consulting and Permitting
To Whom It May Concern:
i, the current landowner or municipal official, hereby designate and authorize Soil & Environmental Consultants,
PA to act in my behalf as my agent in the processing of pern-t t applications, tof uTdsh upon request supplemental
information in support of applications, cte, from this day forward. The day of
Mg4tn
This notification supersedes any previous correspondence concerning the agent for this project.
NOTICE. This authorization; for ilabliity and professional courtesy reasons, is valid only for government officixis to
enter the property when accoraparded by S&EC staff. You should cal! S&EC to arrf Dge a site mectiag prior to
visiting the a1te. cffl? Q
apt - VVL.-t , 116- rr J( h =

Print Property Owner's or MI-U icipal Official's N
CC,- Ms. Cyndi Karoly
NCDENR - DWQ
2321 Crabtree Boulevard
Raleigh, NC 27604
Property Owncr's,prMurdcipal Official's Signatu??
? e?
cc. Mr. Bob Zarzecki C-7r A 47c 9f? ?t?alfirtr t 6
Soil & Environmental Consultants, PA
?? c7r
236 LcPhillip Court, Suitt C 3817^ Lawndale Drive
Conner( NC 28425 Grreensboro. NC 27455
Phone: Fax; (709) 4) (7 720-94094p6 6 720- Phone_ Oa6} $40-9234
Fax: 0
Fax: (396) 54()-8235
AGENT AtTTHORiZATION FORM
AJ1 s To Be Filled In B The urren ndowner or Municipal Official
Name: cZ? kstm ? &-,, w -r-
Soil Environmental Consultants, PA
11010 Raven Ridge Road • Ralrigk NoM Carolina 27614 • Phone: [phone] • Fair: [phone]
www.gandEC.com
AGENT AUTHORIZATION FORM
All s To Be Filled In B The Currej)t ndowner or Municipal Official
Name:! ar, ?-
Address: 1 S a ,
f t P C T-1901-
Phone:
Project Name/Description:' S&EC Project #?
Date: 6 - 1'? ' 1 o
The Depwm=t of the Army
U_S. Army Corps of Engineers, Wilmington District
P.Q. Box 1894
Wilmington, NC 26902
Attn:
Field Office:
Re: Wetlands Related Consulting and Permitting
To Whom It May Concern:
I, the current landowner or municipal official, hereby designate and authorize Soil & Environmental Consultants,
PA to act in my behalf as my agent in the processing of pernut applications, to furnish upon request supplemental
information in support of applications, etc, from this day forward. The V3' _ day of M04-1 I
2 as
This notification supersedes any previous correspondence concerning the agent for this project.
NOTICE: This authorization, for liability and professional courreey remns, is valid only for government oftici>ds to
enter the property when accompanted by s&EC staff. You should call S&EC to arrange t site meeting prior to
Print Prop&ty or Municipal Official's ga6ie P arty Owner's Municipal Official's St: atwu'
cc. Ms. Cyndi Karoly
NCDENR - DWQ
2321 Crabtree Boulavard
Raleigh, NC 27604
cc, Mr. Bob Zwzecki
Soil & FnviTonmenud Consultants, PA
236 LePhillip Court, suite c 3817-1w 1 awndale Drive
Phonerd, NC 28). Greensboro, NC 27455
Fax; ( Phone: (336) 54o-8234
Fax: [phone] 406 Pax. (336) SW8235
Environmental Consultants,
All Blanks To Be Filled In By The Current Landowner or Municipal Official
Name: 1 enz-R lPem lES , L L C G/o CN2?s ?o(:;.i)y
Address: Z3?-1 Zt..uE Z,bc F P Aa>, So! -rE 1U I -
ALE .1 6, 14 AJC 276,n7
Phone:
Project Name/Description: SALUM V _o?c„C S&EC Project #
Date: LD h01/C)
The Department of the Army
U.S. Army Corps of Engineers, Wilmington District
P.O. Box 1890
Wilmington, NC 28402
Attn:
Field Office:
Re: Wetlands Related Consulting and Permitting
To Whom It May Concern:
I, the current landowner or municipal official, hereby designate and authorize Soil & Environmental Consultants,
PA to act in my behalf as my agent in the processing of permit applications, to furnish upon request supplemental
information in support of applications, etc. from this day forward. The 20 -ire day of C)c-Tolmeu 2,4>10
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
visitine the site.
c1.?Z-, s k) 60,?) r
Print Property Owner's or Municipal Official's Name
cc: Ms. Cyndi Karoly
NCDENR - DWQ
2321 Crabtree Boulevard
Raleigh, NC 27604
Property Owner's or Municipal Official's S& ature
cc: Mr. Bob Zarzecki
Soil & Environmental Consultants, PA
Charlotte Office: Greensboro Office:
236 LePhillip Court, Suite C 3817-E Lawndale Drive
Concord, NC 28025 Greensboro, NC 27455
Phone: [phone] Phone: [phone]
Fax: [phone] Fax: [phone]
AGENT AUTHORIZATION FORM
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77
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oil
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`' Pfc.: v t? f
Project No. Figure 1 - USGS
9139.W3 Topographic Quadrangle
Project Mgr.: Apex Assemblage Soil & Environmental Consultants, PA
Chris Flowers Wakefield Development Company 11010 Raven Ridge Rd.- Raleigh, NC 27614
Wake County, NC [phone] - [phone]
Scale: Web Page: www.SandEC.com
1" = 1,320'
New Hill and Apex
08/01/06 Quadrangle
I f • , q
1 `"

I
A
iw,t:.
4r. i fAd
W82 J-\
i . w Wy * M(?1 E BZ
tiC ' r ?? #`'' Gt6t Ct CrE
0 21t3
11D Gre
CrE
ll i Y
Project No. Figure 2 - NRCS Soil
9139.W3 Survey Map
Project Mgr.: Apex Assemblage Soil & Environmental Consultants, PA
Chris Flowers Wakefield Development Company 11010 Raven Ridge Rd.- Raleigh, NC 27614
Wake County, NC [phone] - [phone]
Scale: Web Page: www.SandEC.com
1" = 1,320'
Wake County Soil Survey
10131/06 November, 1970
Ecosystem
PROGRAM
October 5, 2010
Mark Schweibinz
CJS Apex Assemblage, LLC
7000 Six Forks Road
Raleigh, NC 27615
Project: Salem Village
Expiration of Acceptance: July 5, 2011
County: Wake
The purpose of this letter is to notify you that the North Carolina Ecosystem Enhancement Program (NCEEP) is willing to accept
payment for impacts associated with the above referenced project. Please note that this decision does not assure that the payment will
be approved by the permit issuing agencies as mitigation for project impacts. It is the responsibility of the applicant to contact these
agencies to determine if payment to the NCEEP 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 SL 2009-337: An Act to Promote
Compensatory Mitigation by Private Mitigation Banks.
This acceptance is valid for nine 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/CAMA permit within this time frame, this acceptance will expire. It is the applicant's
responsibility to send copies of the permits to NCEEP. Once NCEEP 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 to NCEEP by an applicant is calculated based upon the Fee Schedule and policies listed at www.nceep.net.
Based on the information supplied by you the impacts that may require compensatory mitigation are summarized in the following
table.
River
Basin CU
Location Stream (feet) Wetlands (acres) Buffer I
(Sq. Ft.) Buffer II
(Sq. Ft.)
Cold Cool Warm Riparian Non-Riparian Coastal Marsh
Impact Cape Fear 03030004 0 0 269 0 0.324 0 0 0
Credits Cape Fear 03030004 0 0 538 0 0.648 0 0 0
Upon receipt of payment, EEP will take responsibility for providing the compensatory mitigation. If the regulatory agencies require
mitigation credits greater than indicated above, and the applicant wants NCEEP to be responsible for the additional mitigation, the
applicant will need to submit a mitigation request to NCEEP for approval prior to permit issuance. The mitigation will be performed
in accordance with the N.C. Department of Environment and Natural Resources' Ecosystem Enhancement Program In-Lieu Fee
Instrument dated July 28, 2010.
If you have any questions or need additional information, please contact Kelly Williams at [phone].
Sincerely,
AIL,
William D. Gilmore, PE
Director
cc: Ian McMillan, NCDWQ Wetlands/401 Unit
Jamie Shern, USACE-Raleigh
Bob Zarzecki, agent
File
Restores... ... Protect' our ftatte,
M&A
OUR
North Carolina Ecosystem Enhancement Program, 1652 Mail Service Center, Raleigh, NC 27699-1652 / 91 9-71 5-0476 / www.nceep.net
4?0? W A ??9QG
}
UP,
Mr. Luke Tuschak
Soil & Environmental Consultants, PA
11010 Raven Ridge Road
Raleigh, NC 27614
Michael F. Easley, Governor
William G. Ross, Jr., Secretary
North Carolina Department of Environment and Natural Resources
Alan W. Klimek, P.E., Director
Division of Water Quality
December 5, 2006
Ir j
1 (q j ?iY'+ r-
t
8y Soil 6 Enyi mn+nental Consultants. R
IPRRO 06-019
County: Wake
INTERMITTENT/PERENNIAL (I/P) STREAM DETERMINATION
Project Name: Apex Assemblage
Location/Directions: Site is located on the south side of Old U.S. 1, and west of Tingen Road in Apex.
Subject Stream(s): Big Branch and UTs to Big Branch
Date of I/P Determination(s): 11/15/06
Feature I/P Call Location of I/P Point
(GPS Points and/or
Fla Notes/Basis for Call (Stream Form Rating, Biol. Indicators,
etc.).
A P Off property Feature intermittent on northern portion of site; I/P point
off property. Feature re-enters the property as a perennial
stream 32.5 on form).
B -- Not Present
C P Off Property Feature intermittent on northern portion of site (27.5 on
form); I/P point off property. Feature re-enters the
property as a perennial stream
D -- Not Present
E -- Wetland system; no stream present
F P Not Contested
G I
H I
I -- Not Present
J I Intermittent above ponds; wetlands below
K -- Wetland system; no stream present
L -- Offsite; not evaluated
M -- Not Present
N -- Not Present
NorthCarolina
Naturally
North Carolina Division of Water Quality Raleigh Regional Office Surface Water Protection
Internet: h2o.enr.state.nc.us 1628 Mail Service Center Raleigh, NC 27699-1628
Phone [phone] Customer Service
FAX [phone]
An Equal Opportunity/Affirmative Action Employer - 50% Recycled/10% Post Consumer Paper
12/5/2006
Page 2 of 2
Feature I/P Call Location of I/P Point
(GPS Points and/or
Fla Notes/Basis for Call (Stream Form Rating, Biol. Indicators,
etc.).
O -- Not Present
P I
Q I
R I
S -- Wetland system; no stream present
T -- Isolated pond
U I
V -- Not present
W I
X I
Y P Y Start Imp. Per. Ch.
Z -- Offsite; not evaluated
This on-site determination shall expire five (5) years from the date of this letter. Landowners or affected parties
that dispute a determination made by the DWQ or Delegated Local may request a determination by the Director.
A request for a determination by the Director shall be referred to the Director in writing c% Cyndi Karoly, DWQ
Wetlands/401 Unit, 2321 Crabtree Blvd., Raleigh, NC 27604-2260. You must act within 60 days of the date that
you receive this letter. Applicants are hereby notified that the 60-day statutory appeal time does not start until the
affected party (including downstream and adjacent landowners) is notified of this decision. DWQ recommends
that the applicant conduct this notification in order to be certain that thirdparty appeals are made in a timely
manner. To ask for a hearing, send a written petition, which conforms to Chapter 150B of the North Carolina
General Statutes to the Office of Administrative Hearings, 6714 Mail Service Center, Raleigh, N.C. 27699-6714.
This determination is final and binding unless you ask for a hearing within 60 days.
The (owner/future owners) should notify the Division of Water Quality (including any other Local, State, and
Federal Agencies) of this decision concerning any future correspondences regarding the subject property (stated
above). This project may require a Section 4041401 Permit for the proposed activity. Any inquiries should be
directed to the Division of Water Quality (Central Office) at (919)-733-1786, and the US Army Corp of ?Engineer
(Raleigh Regulatory Field Office) at (919)-876-8441.
Eric W.
CC: File Copy
Central Files
DWQ Wetlands and Stormwater Branch
Mike Deaton - Town of Apex
N' Carolina
Adhl,ra!!y
North Carolina Division of Water Quality Raleigh Regional Office Surface Water Protection
Internet: h2o.enr.state.nc.us 1628 Mail Service Center Raleigh, NC 27699-1628
An Equal Opportunity/Affirmative Action Employer - 50% Recycled/10% Post Consumer Paper
Phone [phone] Customer Service
FAX [phone]
I 1 ''
THE PEAK OF GOOD LIVINO
December 18, 2006
Mr. Luke Tuschak
Soil & Environmental Consultants, PA
11010 Raven Ridge Road
Raleigh, NC 27614
Subject: Appeal of Water Quality Buffer Requirements
Apex Assemblage Site
Dear Mr. Tuschak,
P 0. BOX 250
APEX, NORTH CAROLINA 27502
EC,EIF
_ P
P
By: Soil S 1"n1 velital COMItanls. + A
On Monday, October 30, 2006, we met at the subject site to perform riparian buffer calls on a variety of
drainage features. Based on the information obtained during the site visit and per the requirements set
forth in Section 6.1.11 of the Town of Apex (Town) Unified Development Ordinance, I conclude the
following riparian buffer widths shall apply as shown in the table below:
Drainage
Feature
Shown as on USGS Shown as on Soil
Survey Determination made
in the field Determined
Buffer Width
A Intermittent Intermittent Intermittent 50'
B Not Shown Intermittent Not Present 0'
C Intermittent Perennial Intermittent 50'
D Not Shown Intermittent Not Present 0'
E Not Shown Intermittent Not Present 0'
F Pernnial Perennial Perennial 100'
G Not Shown Intermittent Intermittent 50'
H Not Shown Intermittent Intermittent 50'
1 Not Shown Intermittent Not Present 0'
J Intermittent Intermittent Intermittent Above Ponds 50'
K Not Shown Intermittent Not Present 0'
L Not Shown Intermittent Not Evaluated 0'
M Not Shown Intermittent Intermittent 50'
N Not Shown Intermittent Not Present 0'
O Not Shown Intermittent Not Present 0'
P Not Shown Not Shown Not Present 0'
Ap E•1'
2 Q
O Z
pjy?PO?i
-90am 0/
Apex Assemblage Buffer Appeal
December 18, 2006
Page 2 of 2
Q Not Shown Intermittent Intermittent 50'
R Intermittent Perennial Intermittent 50'
S Not Shown Intermittent Not Present 0'
T Not Shown Perennial below and 5 Not Present 0'
U Not Shown Intermittent Intermittent 50'
V Not Shown Intermittent Intermittent 50'
W Intermittent Intermittent Intermittent 50'
X Intermittent Perennial below and Intermittent 50'
Intermittent above and Not Present 0'
Y Not Shown Intermittent Not Present 0'
Intermittent Perennial Intermittent to Fla "Y" 50'
Perennial below Fla "Y" 100'
Z Not Shown Intermittent Not Present 0'
Please be aware that ponds shown on the USDA Soil Survey and USGS topographic maps are also
subject to Town riparian buffer requirements. It has been determined that no ponds have a hydrological
connection to a perennial stream; therefore all ponds shall have a 50 foot riparian buffer.
If you have any questions, please do not hesitate to contact me at [phone].
Sincerely,
Michael S. Deaton, PE
Environmental Programs Manager
Attachments
Cc: Tim Donnelly, PE

W E

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Project No. Figure 1 - USGS
9139.W3 Topographic Quadrangle
Project Mgr.: Apex Assemblage Soil & Environmental Consultants, PA
Chris Flowers Wakefield Development Company
W
k
C
t
NC 11010 Raven Ridge Rd.- Raleigh, NC 27614
a
e
oun
y, [phone] • [phone]
Scale:
'
" Web Page: www.SandMcom
= 1,320
1
New Hill
nd A
ex
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08/01/06 Quadrangle
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MATCH LINE - SEE SHEET 2 MATCH LINE SEE SHEET 2 ///
i
l? y? 9 yr ??. ?- ----------
',
------------------
SHEET G SHEET I
%
FUTURE PHASE 3
NO IMPACTS TO
,
STREAMSAVETLANDS ; - SHEET H ?J-
.. ?% `
TOOC(U'RAT (- -?
THIS TIME
141
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10

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SHEET L)
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144
14
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SUMMARY
i
i
1? \` y 1 1 J
I I s
SHEETA Yom'
SHEET B
SHEET C
/ f
'• I 'I
i•
?I
S
E
T
IMPACT
# PERMANENT
PERENNIAL STREAM
IMPACT PERMANENT
INTERMITTENT STREAM
IMPACT TEMPORARY
INTERMITTENT STREAM
IMPACT TEMPORARY
PERENNIAL STREAM
IMPACT PERMANENT
WETLAND
IMPACT TEMPORARY
WETLAND
IMPACT TEMPORARY
OPEN WATER
IMPACT

A #1 5,667 SF (0.130 AC)
#2 1,876 SF (0.043 AC)
#3 400 SF (0.009 AC)
B #4 448 SF (0.010 AC)
#5 121 LF 728 SF (0.017 AC)
#6 7 LF 41 SF (0.009AC)

D #7 4,607 SF (0.106 AC)
#8 211 SF (0.005 AC)
E #9 BRIDGE (NO IMPACT)
F #10 20 LF 61 SF (0.001 AC)
G #11 1,339 SF (0.031 AC)
H #12 148LF 738 SF (0.017AC)
#13 22LF 110SF(O.003AC)
I
#14
22 LF
127 SF (0.003 AC)
1 #15 1, 116 SF (0.026 AC)
TOTALS 148 LF 738 SF (0.017AC) 121 LF 728 SF (0.017 AC) 27 LF 102 SF (0.010AC) 44 LF 237 SF (0.006AC) 12,729 SF (0.293 AC) 2,487 SF (0.057 AC) 448 SF (0.010 AC)
I `may rGRAPHIC SCALE
) •- •'•••? - ?-? zso o 125 zso soo z
• o
1 inch - 250 ft.
No. R- ion Dale B ,:Ntll t' . 7!G m::,Na.
Dl- By ZZZ SALEM VILLAGE PHASE 1 & 2A OVERALL SITE PLAN WITH IMPACTS WITHERS RAVENEL
Ch-id By M j.bNO ENGINEERS 1 PLANNERS I SURVIVORS 1
APEX WAKE COUNTY North Carolina 111 -K- D- C- No1n C-1- 27511 liI 994-3340 wwwwi,M1--ill- L
------
------

I
/01
? SHEET)
/ i
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1
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J I ? I
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' i NO IMPACTS TO
! STREAMSAVETLANDS
TO ()('CUR,/AT THIS i'
_T tiiiiiiIE

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m m i i mjiIiiiiiii ri . . . . . . . . . . . . . .iy
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i
GRAPHIC SCALE
250 0 125 250 500
z
0
H
1 inch = 250 ft. x
No. Revi-ion Dale BV ill o-;g, Ill I :, Ntll ! ? t' .71G m::INa.
SALEM VILLAGE PHASE 1 & 2A OVERALL SITE PLAN WITH IMPACTS WITHERS RAVENEL
Elhr'.ae=, 1,1N, ENGINEERS 1 PLANNERS I SURVIVORS 2
APEX WAKE COUNTY North Carolina 111 -K- D- C- N.1hC-1-27511 ml 9194-3340 wwwwiIM1rsmv-l- o,

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GRAPHIC SCALE
30 0 15 30 60
1 inch = 30 ft.
SALEM VILLAGE PH 1 & 2A SHEET A WITHERS &c RAVENEL
IMPACT #1 & IMPACT #2 ENGINEERS I PLANNERS I SURVEYORS
APEX WAKE COUNTY North Carolina

A

IMPACT #3 IMPACT #4
TEMPORARY WETLANDS IMPACT 400 SF TEMPORARY OPEN WATER IMPACT 448 SF
(0.009 AC) (0.010 AC)
GRAPHIC SCALE
30 0 15 30 60
1 inch = 30 ft.
SALEM VILLAGE PH 1 & 2A SHEET B WITHERS RAVENEL
IMPACT #3 & #4 ENGINEERS I PLANNERS I SURVEYORS
APEX WAKE COUNTY North Carolina

n 1

IMPACT #6
TEMPORARY INTERMITTENT
STREAM IMPACT
7 LF
41 SF (0.009 AC)
GRAPHIC SCALE
30 0 15 30 60
1 inch = 30 ft
SALEM VILLAGE PH 1 & 2A SHEET C 1? WITHERS & RAVENEL
IMPACT #5 AND #6 EN 6INEERS I PLANNERS I SURVEYORS
APEX WAKE COUNTY North Carolina 1? 111 --n, -, 1,1 1. --h--l-

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SALEM VILLAGE PH 1 & 2A 1? SHEET D WITHERS &- RAVENEL
IMPACT #7 & #8 ENGINEERS I PLANNERS I SURVEYORS
APEX WAKE COUNTY North Carolina
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IMPACT #9
PERMANENT PERENNIAL STREAM
IMPACT
0 LF
0 SF (0.000 AC)

GRAPHIC SCALE
30 0 15 30 60
1 inch = 30 ft.
SALEM VILLAGE PH 1 & 2A SHEET E WITHERS RAVENEL
IMPACT #9 ENGINEERS I PLANNERS I SURVEYORS
APEX WAKE COUNTY North Carolina
20' TOWN of APEX PUBLIC-,,,
UTIL_IT_Y EASEMENT (ToA,PUE
r I OUTFALC"A"

SALEM VILLAGE PH 1 & 2A
WAKE COUNTY North Carolina
I M PACT #10
TEMPORARY INTERMITTENT STREAM
IMPACT
20 LF
61 SF (0.001 AC)
SHEET F
IMPACT #10
c
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GRAPHIC SCALE
30 0 15 30 60
1 inch = 30 ft.
WITHERS RAVENEL
ENGINEERS I PLANNERS I SURVEYORS

P! II
P

oPr
GRAPHIC SCALE
40 0 20 40 80
1 inch = 40 ft.
SALEM VILLAGE PH 1 & 2A SHEET G WITHERS & RAVENEL
IMPACT #10 ENGINEERS I PLANNERS I SURVEYORS
APEX WAKE COUNTY North Carolina
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1-71
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fill •• ,
I M PACT #13 IMPACT #14
TEMPORARY PERENNIAL TEMPORARY PERENNIAL
STREAM IMPACT STREAM IMPACT
22 LF 22 LF
110 SF (0.003 AC) 127 SF (0.003 AC)
GRAPHIC SCALE
40 0 20 40 80
1 inch = 40 ft.
SALEM VILLAGE PH 1 AND 2A SHEET I WITHERS ?c RAVENEL
IMPACT #13 & IMPACT #14 ENGINEERS I PLANNERS I SURVEYORS
APEX WAKE COUNTY North Carolina
1 inch = 40 ft.
I SALEM VILLAGE PH 1 AND 2A I SHEET J I WITHERS ?c RAVENEL
IMPACT #15 ENGINEERS I PLANNERS I SURVEYORS
WAKE COUNTY North Carolina
40 0 20 40 80
PROPOSED
GRADE -
60" RCP X-ING
(IMPACT #1) .000
Iwo
EXISTING
\ '^
`NOTE: WETLAND CROSSING PIPES
GRADE
WILL NOT BE BURIED AND WILL BE
SET AT EXISTING GRADE
I M PACT #1
LOCATION EXISTING PROPOSED
GRADE INVERT
UPSTREAM 358.50 358.50
DOWNSTREAM 356.90 356.90
NOT TO SCALE
SALEM VILLAGE PH 1 & 2A CULVERT CROSS SECTION WITHERS & RAVENEL
IMPACT #1 ENGINEERS I PLANNERS I SURVEYORS
APEX WAKE COUNTY North Carolina I 1 1 11 -Inln I-, I-, 1.,lh 1-1- Ill 1 1,1 11 l. 11 Ill 1111 .-h--l -
PROPOSED GRADE

EXISTING GRADE` /
42" RCP X-ING\?
(IMPACT #5)
/
/
IMPACT #5
LOCATION EXISTING PROPOSED
GRADE INVERT
UPSTREAM 395.00 394.00
DOWNSTREAM 392.00 391.00
NOT TO SCALE
I SALEM VILLAGE PH 1 & 2A I CULVERT CROSS SECTION I WITHERS & RAVENEL
IMPACT #5 ENGINEERS I PLANNERS I SURVEYORS
WAKE COUNTY North Carolina
PRNP SED GRADE
EXISTING GRADE ,
? ? / / NOTE: WETLAND CROSSING PIPES
48" RCP X-ING WILL NOT BE BURIED AND WILL BE
(IMPACT #7) SET AT EXISTING GRADE
IMPACT #7
LOCATION EXISTING PROPOSED
GRADE INVERT
UPSTREAM 375.50 375.50
DOWNSTREAM 372.00 372.00
NOT TO SCALE
SALEM VILLAGE PH 1 & 2A CULVERT CROSS SECTION WITHERS & RAVENEL
IMPACT #7 ENGINEERS I PLANNERS I SURVEYORS
APEX WAKE COUNTY North Carolina I 1 1 11 -Inln I-, I-, 1.,lh 1-1- Ill 1 1,1 11 l. 11 Ill 1111 .-h--l -
PROPOSED GRADE

EXISTING GRADE----"-? /
(2)48" RCP X-ING
J
(IMPACT #12)

I M PACT #12
LOCATION EXISTING PROPOSED
GRADE INVERT
UPSTREAM 370.00 369.00
DOWNSTREAM 369.00 368.00
NOT TO SCALE
I SALEM VILLAGE PH 1 & 2A I CULVERT CROSS SECTION I WITHERS & RAVENEL
IMPACT #12 ENGINEERS I PLANNERS I SURVEYORS
WAKE COUNTY North Carolina
365 365
PRO OSED RIDGE
PROPOSED GRADE
360 360
355 WINGWALL 355
Q (TYP)
EXISTING GRADE
cn
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U
350 ------ 350

SCALE:

HOR:1"=60'
UPSTREAM _
345 VER 1"=6' KINGDOWVN-STR 345
365
PROPOSED BRIDGE
360
355 WINGWALL
(TYP) Q
w
CY'
co
350
DOWNSTREAM
345 (LOOKING UPSTREAM)

7---EXISTIHG GRADE
350
SCALE:
H 0 R: 1 "=60'
? VE R: V=6'
345
SALEM VILLAGE PH 1 & 2A BRIDGE CROSS SECTION WITHERS & RAVENEL
IMPACT #9 ENGINEERS I PLANNERS I SURVEYORS
APEX WAKE COUNTY North Carolina I ? 1 11 -- I-, I— 1o,lh 1-1- Ill 1 1,1 1114111140 l. 1001 .-h--l-
PR POSE
PROPOSE GRAD
400
395
VVINGVVALL
(TYP) --\
390
385
380
J

RIDG
400

i 395
i

I 390

I
i
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,
Lu 385

EXISTING GRA DE

it SCALE:
DOWNSTREAM HOR:1"=60' 380
' (LOOKING UPSTREAM)
VE R: 1"=6'

405 405
PRO OSED BRIDGE PR POSE BRIDG

G DE
400 400
WINGWAL

395 395

390 390
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385 385
SCALE:
UPSTREAM H 0 R: 1"=60'
EXISTING GRADE (LOOKING DOWNSTREAM) VER: 1"=6'
380 380
SALEM VILLAGE PH 1 AND 2A
APEX WAKE COUNTY North Carolina
BRIDGE CROSS SECTION
(AT IMPACTS 13 AND 14)
I
WITHERS & RAVENEL
ENGINEERS I PLANNERS I SURVEYORS
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IWIM
i?
THE PEAK GOOD 14G
i [7ct71 ®/

May 25, 2010
Michael Schneider, PE
Withers & Ravenel
111 MacKenan Drive
Cary, North Carolina 27511
Subj ect: Approval of Stormwater Management Plan
Salem Village - Phase One
Dear Mr. Schneider:
On May 24, 2010 the Town of Apex (Town) approved the stormwater management plan (SMP)
for Phase One of the subject site. As you are aware, the Town has a Division of Water Quality
(DWQ) approved Post-Construction Stormwater Program per the requirements set forth in our
NPDES Phase 11 permit. Therefore, in accordance with the August 20, 2007 memorandum from
DWQ Director Coleen Sullins as well as an update letter sent to local programs in October 2007,
this Town approval of the subject SMP will satisfy the stormwater requirements necessary for a
DWQ 401 Water Quality Certification.
If you have any questions, please do not hesitate to contact me at [phone].
Sincerely,
A449
Michael S. Deaton, PE
Environmental Programs Manager

IWIM
i?
THE PEAK GOOD 14G
i [7ct71 ®/

May 25, 2010
Michael Schneider, PE
Withers & Ravenel
111 MacKenan Drive
Cary, North Carolina 27511
Subj ect: Approval of Stormwater Management Plan
Salem Village - Phase 2A
Dear Mr. Schneider:
On May 24, 2010 the Town of Apex (Town) approved the stormwater management plan (SMP)
for Phase 2A of the subject site. As you are aware, the Town has a Division of Water Quality
(DWQ) approved Post-Construction Stormwater Program per the requirements set forth in our
NPDES Phase 11 permit. Therefore, in accordance with the August 20, 2007 memorandum from
DWQ Director Coleen Sullins as well as an update letter sent to local programs in October 2007,
this Town approval of the subject SMP will satisfy the stormwater requirements necessary for a
DWQ 401 Water Quality Certification.
If you have any questions, please do not hesitate to contact me at [phone].
Sincerely,
A449
Michael S. Deaton, PE
Environmental Programs Manager

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~ a EDITION OF THE NCDENR STORMWATER BMP MANUAL. - ~ r r f ~ _ a
3. THE LOCATION NUMBER AND DIMENSIONS OF WET DETENTION BASINS MAY CHANGE DUE TO ice-' ~ r ~ ~ ~ j ~ t / ~ / , j ~ / j FFE=387.0
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