20100549 Ver 1_401 Application_20100710

WITHERS &' RAVENEL
ENGINEERS I PLANNERS I SURVEYORS
July 12, 2010
US Army Corps of Engineers NC-Division of Water Quality
Regulatory Field Office 401 Wetlands Unit
Attn: Mr. Jamie Shern Attn: Mr. Ian McMillan
3331 Heritage Trade Drive 2321 Crabtree Blvd.
Suite 105 Suite 250
Wake Forest, NC 27587 Raleigh, North Carolina 27604-2260
Re: Davis Village - NW? 12 PCN Submittal
Previous Corps AID #200800329
Previous DWQ Project #98-4122
W&R Project #02100002.00
Dear Mr. Shern and Mr. McMillan,
2 0 1 0 0 5 4 9
On behalf of Pulte Home Corporation, W&R is requesting authorization 20 if of temporary
stream impacts and 1700 sq ft of permanent buffer impacts (Z1: 1200 sq ft; Z2: 500 sq ft) for the
installation of a sanitary sewer line that will service the Davis Village project.
The project site is ±13.46 acres in size and is located southwest of the intersection of Morrisville
Parkway and Davis Drive in Cary, Wake County (Latitude: 35.81264N; Longitude: -
78.849425W). The project is specifically located at 3391 Davis Drive and consists of two
separate parcels (PIN#s 0745415075 - ±6.46 ac; 0745405645 - ±6.8 ac). Please refer to the
enclosed Property Owner Information for more detail on ownership.
The project is located in the Neuse River basin and onsite waters drain to Crabtree Creek. The
Water Quality Classification for Crabtree Creek is C; NSW and the Stream Index Number is: 27-
33-(1). The cataloging unit for the site is 03020201.
Project History
On September 5, 2008, Jamie Shern with the Corps of Engineers issued a Jurisdictional
Determination (AID#200800329) for the ±13.0 acres located within the boundaries of the two
parcels that comprise the project site. A copy of JD Tearsheet has been provided as Appendix 1
to the PCN.
Steve Mitchell with NC DWQ issued a Buffer Determination Letter (DWQ Project #98-4122) for
the ±13.0 acres within the boundaries of the two parcels that comprise the site.
The project area also includes the Town of Cary 20' Utility Easement, which will be utilized to
connect the Davis Village sewer to an existing manhole located west of the UT to Crabtree Creek.
W&R reviewed conducted a site visit on July 12, 2010 to review the easement, and determined
that there are no jurisdictional wetlands within the easement.
1410 Commonwealth Drive, Suite 1o1 Wilmington, North Carolina 28403 tel: [phone] fax: [phone]
www.withersravenel.com
WITHERS &- RAVENEL
ENGINEERS i PLANNERS I SURVEYORS
Proposed Impacts
The proposed impacts consist of 20 if of temporary stream impacts and 1700 sq ft of permanent
buffer impacts (Z1: 1200 sq ft; Z2: 500 sq ft) for the construction of sewer connection to the
existing manhole, located west of the UT to Crabtree Creek. Upon installation of the sewer line,
the stream banks will also be restored to natural conditions and stabilized.
The proposed permanent buffer impacts will result from the installation of the sewer line, and
regular maintenance (mowing) of the utility easement.
Avoidance and Minimization
Prior to site plan design, the applicant requested that a detailed wetland delineation and buffer
determination be conducted so that impacts to wetlands, streams and riparian buffers could be
minimized. There are no proposed wetland and/or stream impacts as a result of fill needed to
construct the project.
The connection of the onsite sewer system to an existing offsite sewer line is located within an
existing Town of Cary Utility Easement. The sewer connection has been designed to cross the
stream at a perpendicular angle to minimize stream and buffer impacts.
During construction, silt fencing will be installed around all disturbed areas to prevent sediment
from escaping and impacting downstream waters and wetlands.
Mitigation
Because the proposed temporary stream impacts are minimal (20 If), there is no proposed stream
mitigation.
Because a 20' perpendicular utility crossing with a permanent maintenance corridor greater than
10' is an allowable use within the buffer, no mitigation is proposed for buffer impacts.
The current request is for 20 if of temporary stream impacts and 1700 sq ft of permanent
buffer impacts (see the attached maps and PCN for details).
Please feel free to call if you have questions or require additional information.
Sincerely,
Troy Beasley
Environmental Scientist
1410 Commonwealth Drive, Suite ioi Wilmington, North Carolina 28403 tel: [phone] fax: [phone]
www.withersravenel.com
WITHERS r-S? RAVENEL
ENGINEERS I PLANNERS I SURVEYORS
Attachments:
PCN Form
Agent Authorization
Property Owner Information
Figures
Appendix 1 - Corps JD Tearsheet
Appendix 2 - DWQ Buffer Determination Letter
Appendix 3 - Wetland Datasheets
Site Plans
1410 Commonwealth Drive, Suite ioi Wilmington, North Carolina 28403 tel: [phone] fax: [phone]
www.withersravenel.com
2p100549
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Office Use Only:
Corps action ID no.
DWQ project no.
Form Version 1.3 Dec 10 2008
Pre-Construction Notification PC Form
A. Applicant Information
1. Processing
1 a. Type(s) of approval sought from the
Corps:
®Section 404 Permit El Section 10 Permit
1 b. Specify Nationwide Permit (NWP) number: 12 or General Permit (GP) number:
1 c. Has the NWP or GP number been verified by the Corps? ? Yes ® No
1d. Type(s) of approval sought from the DWQ (check all that apply):
? 401 Water Quality Certification - Regular ? Non-404 Jurisdictional General Permit
? 401 Water Quality Certification - Express ® Riparian Buffer Authorization
1 e. Is this notification solely for the record
because written approval is not required? For the record only for DWQ 401
Certification:
® Yes ? No For the record only for Corps Permit:

® Yes ? No
1f. Is payment into a mitigation bank or in-lieu fee program proposed for mitigation
of impacts? If so, attach the acceptance letter from mitigation bank or in-lieu
fee program. ? Yes ® No
1 g. Is the project located in any of NC's twenty coastal counties. If yes, answer 1 h
below. ? Yes ® No
1 h. Is the project located within a NC DCM Area of Environmental Concern (AEC)? ? Yes ® No
2. Project Information
2a. Name of project: Davis Village
2b. County: Wake
2c. Nearest municipality / town: Cary J UL ?.
2d. Subdivision name: TE M9
2e. NCDOT only, T.I.P. or state
project no: pNp
3. Owner Information
3a. Name(s) on Recorded Deed: Multiple Parcels - See attached Owner Information
3b. Deed Book and Page No.
3c. Responsible Party (for LLC if
applicable):
3d. Street address:
3e. City, state, zip:
3f. Telephone no.:
3g. Fax no..
3h. Email address:
Page 1 of 11
PCN Form -Version 1.3 December 10, 2008 Version
4. Applicant Information (if different from owner)
4a. Applicant is: ? Agent ® Other, specify: Contract Purchaser
4b. Name: Bob Davenport
4c. Business name
(if applicable): Pulte Home Corporation
4d. Street address: 1225 Crescent Green Drive, Suite 250
4e. City, state, zip: Cary, NC 27518
4f. Telephone no.:
4g. Fax no.:
4h. Email address:
5. Agent/Consultant Information (if applicable)
5a. Name: Troy Beasley
5b. Business name
(if applicable): Withers and Ravenel
5c. Street address: 1410 Commonwealth Drive, Suite 101
5d. City, state, zip: Wilmington, NC 28403
5e. Telephone no.: 910-256-9277
5f. Fax no.: 910-256-2584
5g. Email address: [e-mail]
Page 2 of 11
PCN Form - Version 1.3 December 10, 2008 Version
B. Project Information and Prior Project History
1. Property Identification
1 a. Property identification no. (tax PIN or parcel ID): 1)0745415075;2)0745405645
1 b. Site coordinates (in decimal degrees): Latitude: 35.81264N Longitude: - 78.849425
(DD.DDDDDD) (-DD.DDDDDD)
1c. Property size: 13.46 acres
2. Surface Waters
2a. Name of nearest body of water (stream, river, etc.) to Crabtree Creek
proposed project:
2b. Water Quality Classification of nearest receiving water: C;NSW - Stream Index - 27-33-(1)
2c. River basin: Neuse
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 project site is currently undeveloped. The general land use in the vicinity of the project consists of residential
development.
3b. List the total estimated acreage of all existing wetlands on the property:
None - There are no jurisdictional wetlands within the project site.
3c. List the total estimated linear feet of all existing streams (intermittent and perennial) on the property:
20 If of the UT to Crabtree Creek is located within the Town of Cary Utility Easement that will be utilized to connect the
onsite sewer to and existing offsite manhole.
3d. Explain the purpose of the proposed project:
The purpose of the proposed project is to construct a residential subdivision.
3e. Describe the overall project in detail, including the type of equipment to be used:
The project will consist of a mixed density residential subdivision with single family homes and townhouses. Standard
commercial construction equipments will be used to construct the proposed project.
4. Jurisdictional Determinations
4a. Have jurisdictional wetland or stream determinations by the
Corps or State been requested or obtained for this property /
ED Yes ? No ? Unknown
project (including all prior phases) in the past?
Comments:
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: S&EC, Inc
Name (if known): Other:
4d. If yes, list the dates of the Corps jurisdictional determinations or State determinations and attach documentation.
Mr. Jamie Shern with the Corps of Engineers issued a jurisdictional determination for the t13 acre project site on
9/5/2008 (AID# 200800329). A copy of the JD Tearsheet has been provided as Appendix 1.
Mr. Steve Mitchell with NC DWQ issued a Buffer Determination Letter for the t13 acre project site on 12/1/1998 (DWQ
Project #98-4122 . A copy of the Buffer Determination Letter has been provided as Appendix 2.
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.
Page 3 of 11
PCN Form - Version 1.3 December 10, 2008 Version
6. Future Project Plans
6a. Is this a phased project? ? Yes ® No
6b. If yes, explain.
Page 4 of 11
PCN Form -Version 1.3 December 10, 2008 Version
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
W1 ? P ? T ? Yes ? Corps
? No ? DWQ
W2 ? P ? T ? Yes ? Corps
? No ? DWQ
W3 ? P ? T ? Yes ? Corps
? No ? DWQ
W4 ? P ? T ? Yes ? Corps
? No ? DWQ
W5 ? P ? T ? Yes ? Corps
? No ? DWQ
W6 ? P ? T ? Yes ? Corps
? No ? DWQ
2g. Total wetland impacts
2h. Comments:
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) (INT)? other) (feet) feet)
S1 ? P ®T Trenching for Sewer UT to Crabtree ® PER ® Corps 10 If 20 If
Installation Creek ? INT ® DWQ
S2 ? P ? T ? PER ? Corps
? INT ? DWQ
S3 ? P ? T ? PER ? Corps
? INT ? DWQ
S4 ? P ? T ? PER ? Corps
? INT ? DWQ
S5 ? P ? T ? PER ? Corps
? INT ? DWQ
S6 ? P ? T ? PER ? Corps
? INT ? DWQ
3h. Total stream and tributary impacts 20 If
3i. Comments:
Page 5 of 11
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 individually list all open water impacts below.
4a.
Open water
impact number
- Permanent
(P) or
Temporary 4b.
Name of waterbody
(if applicable) 4c.

Type of impact 4d.

Waterbody type 4e.

Area of impact (acres)
01 ?P?T
02 ?P?T
03 ?P?T
04 ?P?T
4E Total open water impacts
4g. Comments:
5. Pond or Lake Construction
If and or lake construction proposed, then com lete the chart below.
5a.

Pond ID 5b.

Proposed use or purpose of 5c.
Wetland Impacts (acres) 5d.
Stream Impacts (feet) 5e.
Upland
(acres)
number pond
Flooded
Filled
Excavated
Flooded
Filled
Excavated
Flooded
P1
P2
5E 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 11
PCN Form - Version 1.3 December 10, 2008 Version
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 an impacts require mitigation, then you MUST fill out Section D of this form.

6a.
® Neuse ?Tar-Pamlico ? Other:
Project is in which protected basin? ? Catawba ? Randleman
6b. 6c. 6d. 6e. 6f. 6g.
Buffer impact
number -
Reason for
Buffer
Zone 1 impact
Zone 2 impact
Permanent (P) impact Stream name mitigation (square feet) (square feet)
or Temporary required?
Sewer
construction
B1 ®P ? T permand anent UT to Crabtree Creek ®Neos 1200 sf 500 sf
maintenance
corridor
B2 ? P ? T ? Yes
? No
B3 ?P?T ?Yes
? No
6h. Total buffer impacts 1200 sf 500 sf
6i. Comments:
D. Impact Justification and Mitigation
1. Avoidance and Minimization
1 a. Specifically describe measures taken to avoid or minimize the proposed impacts in designing project.
Prior to site plan design, the applicant requested that a detailed wetland delineation and buffer determination be
conducted so that impacts to wetlands, streams and riparian buffers could be minimized. There are no proposed
wetland and/or stream impacts as a result of fill needed to construct the project.
The connection of the onsite sewer system to an existing offsite sewer line is located within an existing Town of Cary
Utility Easement. The sewer connection has been designed to cross the stream at a perpendicular angle to minimize
stream and buffer impacts.
1 b. Specifically describe measures taken to avoid or minimize the proposed impacts through construction techniques.
The sewer connection has been designed to cross the UT to Crabtree Creek at a perpendicular angle to minimize stream and
buffer impacts.
During construction, silt fencing will be installed around all disturbed areas to prevent sediment from escaping and
impacting downstream waters and wetlands.
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 project? ? Payment to in-lieu fee program
? Permittee Responsible Mitigation
Page 7 of 11
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: linear feet
4c. If using stream mitigation, stream temperature: ? warm ? cool ?cold
4d. Buffer mitigation requested (DWQ only): square feet
4e. Riparian wetland mitigation requested: acres
4f. Non-riparian wetland mitigation requested: acres
4g. Coastal (tidal) wetland mitigation requested: acres
4h. Comments:
5. Complete if Using a Permittee Responsible Mitigation Plan
5a. If using a permittee responsible mitigation plan, provide a description of the proposed mitigation plan.
6. Buffer Mitigation (State Regulated Riparian Buffer Rules) - required by DWQ
6a. Will the project result in an impact within a protected riparian buffer that requires
buffer mitigation? ? Yes ® No
6b. If yes, then identify the square feet of impact to each zone of the riparian buffer that requires mitigation. Calculate the
amount of mitigation required.

Zone 6c.
Reason for impact 6d.
Total impact
(square feet)
Multiplier 6e.
Required mitigation
(square feet)
Zone 1 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 8 of 11
PCN Form - Version 1.3 December 10, 2008 Version
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? 49.8%
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:
Detain 1 st inch, release 48 hrs. Detain 1, 2,5, & 10 yr Storm Events as per Town of Cary Stormwater Regulations
® 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? Town of Cary
® 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
4a. Which of the following state-implemented stormwater management programs apply ? HQW
? 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 9 of 11
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 26 .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.
The proposed project is located within an existing area of residential development. Therefore, it is not anticipated that the
proposed project will be the catalyst for additional development. Therefore, the proposed project will not result in future
impacts to downstream water quality.
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.
Sanitary Sewer - Town of Cary.
Page 10 of 11
PCN Form - Version 1.3 December 10, 2008 Version
6. Endangered Species and Designated Critical Habitat (Corps Requirement)
5a. Will this project occur in or near an area with federally protected species or ? Yes ® No
habitat?
5b. Have you checked with the USFWS concerning Endangered Species Act ? Yes ® No
impacts?
? Raleigh
5c. If yes, indicate the USFWS Field Office you have contacted.
? Asheville
5d. What data sources did you use to determine whether your site would impact Endangered Species or Designated Critical
Habitat?
W&R reviewed the NC OneMap Viewer GIS website, located at http://www.nconemaa.net/Default.asax?tabid=286, to
identify if any potential occurrence of endangered species on or near the proposed project. The review of the GIS
database did not identify any recent occurrences of endangered species or critical habitat on the subject property or
within 1.0 miles of the project. Also, site reconnaissance did not identify the presence of endangered species or critical
habitat on or adjacent to the project site.
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 not located in a coastal county.
7. Historic or Prehistoric Cultural Resources (Corps Requirement)
7a. Will this project occur in or near an area that the state, federal or tribal
governments have designated as having historic or cultural preservation ? Yes No
status (e.g., National Historic Trust designation or properties significant in
North Carolina history and archaeology)?
7b. What data sources did you use to determine whether your site would impact historic or archeological resources?
The project site is located in a heavily developed area and no historic structures were observed on the 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? FEMA Firm Panel 0745

Troy Beasley
77i
4
7/12/10

Applicant/Agent's Printed Name =
icant/Agent's Signature
Date
(Agent's signature is valid only Wan authorization letter fro)th applicant
is provided.)
Page 11 of 11
PCN Form - Version 1.3 December 10, 2008 Version
Agent Authorization
WITHERS & RAVENEL
ENGINEERS I PLANNERS I SURVEYORS
AUTHORITY FOR APPOINTMENT OF AGENT
The undersigned purchaser(s)/owner(s) Pulte Home Corp do(es) hereby appoint Troy
Beasley / Withers & Ravenei, Inc. as his, her, or it's exclusive agent for the purpose of petitioning
the appropriate local, state and federal environmental regulatory agencies (US Army Corps of
Engineers, NC Division of Water Quality, NC Division of Coastal Management, etc.) for: a) review
and approval of the jurisdictional boundaries of onsite jurisdictional areas (wetlands, surface
waters, etc.) and/or; b) preparation and submittal of appropriate environmental permit
applications/requests for Davis Village
The owner does hereby authorize that said agent has the authority to do the following acts on
behalf of the owner:
(1) To submit appropriate requests/applications and the required
supplemental materials;
(2) To attend meetings to give representation on behalf of the Client.
(3) To authorize access to subject property for the purpose of environmental
review by appropriate regulatory agencies.
This agreement shall continue in effect until completion of the contracted task or termination by
the property owner.
Date: W! 2 Z f l o
Agent's Name, Address & Telephone:
Troy Beasley / Withers & Ravenel Inc
1410 Commonwealth Drive. Suite 101
Wilmington. NC 28403
Signature of Owner(s): r! rr
(Name - Print (Ti )
l
(Signature)
Tel. [phone] li25 61e,, -01 Sic 256
Mailing Address
CQfv /V(/- 2-751-7
City State Zip
1410 Commonwealth Drive, Suite 101 Wilmington, North Carolina 28403 lel: 910-256-9277 fox:910-256-
2584 www.wiiher5ravenel.com
Property Owner Information
Davis Village - Owner Information
PID #0745415075 - Northern Parcel
Owner - DDMP Investments, LLC
P.O. Box 97091
Raleigh, NC 27624
Deed Book: 08431
Deed Page: 2374
PID #0745405645 - Southern Parcel
Owner - Christ the King Lutheran Church of Cary, NC, Inc.
P.O. Box 164
Cary, NC 27512
Deed Book: 10920
Deed Page: 1275
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Appendix 1
U.S. ARMY CORPS OF ENGINEERS
WILMINGTON DISTRICT
Action Id. 200800329 County: Wake U.S.G.S. Quad: Cary, NC
NOTIFICATION OF JURISDICTIONAL DETERIVIINATION
k
Property Owner/Agent: DDMP Investments, LLC Property Owner/Agent: Christ the King Lutheran Church
Address: 125 Hampton Pines Dr Address: Attn: Karen Muse
Morrisville, NC 27560 PO Box 164
Cary, NC 27512
Telephone No.: 919-422-6436 Telephone No.: 919-467-8989
Property description:
Size (acres) 13.29 Nearest Town Cary
Nearest Waterway Crabtree Creek River Basin Neuse
USGS HUC 03020201 Coordinates N 35.81295 W -78.84983
Location description The Davis Drive Site is located in the southwest quadrant of the intersection of Davis Drive and
Morrisville-Carpenter Road in Cary, Wake County, North Carolina.
Indicate Which of the Following Apply:
A. Preliminary Determination
Based on preliminary information, there may be wetlands on the above described property. We strongly suggest you have
this property inspected to determine the extent of Department of the Army (DA) jurisdiction. To be considered final, a
jurisdictional determination must be verified by the Corps. This preliminary determination is not an appealable action
under the Regulatory Program Administrative Appeal Process ( Reference 33 CFR Part 331).
B. Approved Determination
There are Navigable Waters of the United States within the above described property subject to the permit requirements of
Section 10 of the Rivers and Harbors Act and Section 404 of the Clean Water Act. Unless there is a change in the law or
our published regulations, this determination may be relied upon for a period not to exceed five years from the date of this
notification.
There are wetlands on the above described property subject to the permit requirements of Section 404 of the Clean Water
Act (CWA)(33 USC § 1344). Unless there is a change in the law or our published regulations, this determination may be
relied upon for a period not to exceed five years from the date of this notification.
We strongly suggest you have the wetlands on your property delineated. Due to the size of your property and/or our
present workload, the Corps may not be able to accomplish this wetland delineation in a timely manner. For a more timely
delineation, you may wish to obtain a consultant. To be considered final, any delineation must be verified by the Corps.
The wetland on your property have been delineated and the delineation has been verified by the Corps. We strongly
suggest you have this delineation surveyed. Upon completion, this survey should be reviewed and verified by the Corps.
Once verified, this survey will provide an accurate depiction of all areas subject to CWA jurisdiction on your property
which, provided there is no change in the law or our published regulations, may be relied upon for a period not to exceed
five years.
_ The wetlands have been delineated and surveyed and are accurately depicted on the plat signed by the Corps
Regulatory Official identified below on . Unless there is a change in the law or our published regulations, this
determination may be relied upon for a period not to exceed five years from the date of this notification.
X There are no waters of the U.S., to include wetlands, present on the above described property which are subject to the
permit requirements of Section 404 of the Clean Water Act (33 USC 1344). Unless there is a change in the law or our
published regulations, this determination may be relied upon for a period not to exceed five years from the date of this
notification.
The property is located in one of the 20 Coastal Counties subject to regulation under the Coastal Area Management Act
(CAMA). You should contact the Division of Coastal Management in Washington, NC, at [phone] to determine
their requirements.
Page 1 of 2
Action ID: 2008-00329
Placement of dredged or fill material within waters of the US and/or wetlands without a Department of the Army permit may
constitute a violation of Section 301 of the Clean Water Act (33 USC § 1311). If you have any questions regarding this
determination and/or the Corps regulatory program, please contact at
C. Basis For Determination
D. Remarks
E. Appeals Information (This information applies only to approved jurisdictional determinations as indicated in
B. above)
This correspondence constitutes an approved jurisdictional determination for the above described site. If you object to this
determination, you may request an administrative appeal under Corps regulations at 33 CPR part 331. Enclosed you will find a
Notification of Appeal Process (NAP) fact sheet and request for appeal (RFA) form. If you request to appeal this
determination you must submit a completed RFA form to the following address:
District Engineer, Wilmington Regulatory Division
Attn: Jean Manuele, Field Office Chief,
Raleigh Regulatory Field Office
3331 Heritage Trade Drive, Suite 105
Wake Forest, North Carolina 27587
In order for an RFA to be accepted by the Corps, the Corps must determine that it is complete, that it meets the criteria for
appeal under 33 CFR part 331.5, and that it has been received by the District Office within 60 days of the date of the NAP.
Should you decide to submit an RFA form, it must be received at the above address by 11/4/2008.
**It is not necessary to submit an RFA form to the District Office if you do not object to the determination in this
correspondence.**
Corps Regulatory Official: _ 1e=
Date 09/05/2008 Expiration Date 09/05/2013
The '%Vilmington District is committed to providing the highest level of support to the public. To help us ensure we continue to
do so, please complete the Customer Satisfaction Survey located at our website at http://regulatory.usacesunLey.com/ to
complete the survey online.
Copy furnished:
Soil & Environmental Consultants
Attn: Chris Flowers
11010 Raven Ridge Rd
Raleigh, NC 27614
Page 2 of 2
01/15/1999 18:25 9198469467 S & EC
U.S. ARMY CORPS OF ENGINEERS
Wilmington District
Action ID-_ 199L20282 County:
PAGE 92
4M
NOTrFICATION-OF JURISDICTIONAL DETERM NATION
Property
Owner James
Robert L. Harris
Address 2516?Clearwater Place _
Ralei¢hNorth Carolina 27615
Telephone Number_ 919-878-6109
Authorized
Agent :P,n ' tant,s Inc.
?' $bb ?arzeclci -
Address 244 West h inbrook Road
Raleigh. NC 276091
Telephone Number 919-846-5900
Size and Location of Property (waterbodv Hiehway name/number, town, etc.):
The property is approximately 13 acres in size and is located west of Davis Drive (SR 1613), 3000 feet
south of the intersection of Davis Drive and Morrisville-Carpenter Road (SR 3014) in Cary, Wake
County, North Carolina. The site is adjacent to an unnamed tributary of Crabtree Creek, above
headwaters, is the Neuse River Basin.
Indicate Which of the I+'vIlow'Mg AEA:
0 Where are waters of the U.S., to include wetlands, on the above described property whioh we strongly suggest
should be surveyed. The surveyed wetland litres must be verified by our staff before the Corps will make a final
jurisdictional determination on your property.
0 Because of the size of your property and our present workload, our identification and delineation of your wetlands
cannot be accomplished in a timely manner. You may wish to obtain a consultant to obtain a more timely
delineation of the wetlands. Once the consultant has flagged a wetland line on the properly, Corps staff will
review it, and, if it is accurate, we strongly recommend that you have the line surveyed for final approval by the
Corps. The Corps will not make a final jurisdictional determination on your property without an approved survey.
0 The waters of the U.S., to include wetlands, on your lot have been delineated, and the limits of the Corps
jurisdiction have been explained to you. Unless there is a change in the. law or our published regulations, this
determination may be relied upon for a period not to exceed five years from the date of this notification.
There are no waters of the U.S,_ to include wetlaad?,?n?senthr?hr alu+•?r,,decc?u•,?? p,?c? am sudject co
the pert tit requirements of Section 404 of the Clean Water Act (33 USC 1344). Unless there is a change in the law
or our published regulations, this determination may be relied upon for a period not to exceed five years from the
date of this notification.
0 This project is located in the Neuse river basin. You should contact the North Carolina Division of Water Quality
at [phone] to determine addltionW requirements specific to this river basin.
Placement of dredged or fill material in wetlands on this property without a Department of the
Army Permit is in most cases a violation of Section 301 of the Clean Water Act (33 USC 1311). A
permit is not required for work on the property restricted entirely to existing high ground. If you
have any questions regarding the Corps of Engineers regulatory program, please contact
Todd Tugweil at telephone number 1919) 876 , 8441 extension 26
Project Manager Signature,,
Date January 5. 1999 v Wxpimtion Date January 5, 2004
SURVEY PLAT OR FXE><.D SKETCH OF THE DESCRIBED PROPERTY AND THE WETLAND
DELINEATION FORM MUST BE ATTACHED TO THE YELLOW (FILE) COPY OF THIS FORM.
hFay IS 08 12:05p

JAMEs B. HUNT
GOVERNOR

c
Dear W. Zarzecki:
". Robert Zarzecki
"--AS & E C, Inc.
?A49 244 West Millbrook Road
' Raieieh. N. C. 27609

p.s04
NORTH CAROLINA DEPARTMENT OF
ENVIRONMENT AND NATURAL RESOURCES
RALEIGH REGIONAL OFFICE:
December 1,
Subject:
L
OEC - 219% 1 l??1
Neuse River BasirL_
Riparian Buffer Rules
N`BR-RRO 161
Davis Drive Site
Project #98-4122
Wake County
On November 23, 1998, I met with you at the subject property to conduct a site visit for the above referenced
project. This project is refenced by the Raleigh Regional Officed as NBR RRO-161. As a result of that site
visit, it was determined that there are no streams present on the property and that the feature present -on this
tract of land tract is an ephemerallstormwater drainage from a pond and therefore not subject to the Neuse
River Basin: Nutrient Sensitive Waters Management Strategy; Protection and Maintenance of Existing
Riparian Areas, Administrative Code T15A:02B.0233 (NCAC 0233).
Please note, depending on the linear feet or acreage involved in this project, there may be jurisdictional
wetlands or waters that may require concurrence with the Corps of Engineers. This letter only addresses the
applicability of the Neuse Buffer Rules.
Thank you for your attention to this matter and if this Office can be of any assistance or if you have
additional questions, please do not hesitate to contact us.
Sincerely,
Steve Mitchell
Environmental Scientist
RROIJohn Dorney
\neuse.bufldavis&. l 61
3800 BARRCTT DAIVE,'SUM 10.1' RALEION, NORTH. CAROLINA 27609
P 4cur 919-371-6700 - PAX 81 "71-4718
AN EQUAL OPPORTY/N1TYI XMRMATIVE ACTION EUPLOYER -SO% RECYCLEO/10%" r-CONSSIMYR PATER
APPENDIX 3
DATA FORM
ROUTINE WETLAND DETERMINATION
(1987 COE Wetlands Delineation Manual)
Project/Site: Davis Village Date: 7/12/10
Applicant/Owner: Pulte Home Corporation County: Wake
Investigator: Troy Beasley State: NC
Do Normal Circumstances exist on the site? []Yes ?No Community ID: Upland
Is the site significantly disturbed (Atypical Situation)? ?Yes ®No Transect ID:
Is the area a potential Problem Area? ?Yes ®No Plot ID:
(If needed, explain on reverse.)
VEGETATION
Dominant Plant Species Stratum Indicator Dominant Plant Species Stratum Indicator
1. Acer rubrum Can FAC 9.
2. Liquidambar styraciflua Can FAC 10.
3. Juniperus silicola Can FAC 11.
4. Carpinus caroliniana Sap FAC 12.
5. Ulmus americana Sap FACW 13.
6. Polystichum acrostichoides GC FAC 14.
7. Microstegium vimineum GC FAC 15.
Parthenocissus
8. quinquefolia GC FAC 16.
Percent of Dominant Species that are OBL, FACW or FAC
(excluding FAC-). 100%
Remarks: Hydrophytic vegetation was present at this datapoint.
HYDROLOGY
? Recorded Data (Describe in Remarks):
? Stream, Lake, or Tide Gauge
? Aerial Photographs
? Other
® No Recorded Data Available Wetland Hydrology Indicators:
Primary Indicators:
? Inundated
? Saturated in Upper 12 Inches
? Water Marks
? Drift Lines
? Sediment Deposits
Field Observations: ? Drainage Patterns in Wetlands
Secondary Indicators (2 or more required):
Depth of Surface Water: N/A (in.) ? Oxidized Root Channels in Upper 12 Inches
? Water-Stained Leaves
Depth to Free Water in Pit: >24" (in.) ? Local Soil Survey Data
? FAC-Neutral Test
Depth to Saturated Soil: >24" (in.) ? Other (Explain in Remarks)
Remarks: Wetland hydrology was not observed at this datapoint.
SOILS
Map Unit Name
(Series and Phase): Worsham Sandy Loam Drainage Class: PD
Field Observations
Taxonomy (Subgroup): Confirm Mapped Type? ?Yes ® No
Profile Descriptions:
Depth Matrix Color Mottle Colors Mottle Abundance/ Texture, Concretions,
(inches) Horizon (Munsell Moist) (Munsell Moist) Size/Contrast Structure, etc,
0-10 10YR 5/3 Sandy Loam
10-14+ 10YR 7/2 Sandy Loam
Hydric Soil Indicators:
? Histosol ? Concretions
? Histic Epipedon ? High Organic Content in Surface Layer in Sandy Soils
? Sulfidic Odor ? Organic Streaking in Sandy Soils
? Aquic Moisture Regime ? Listed on Local Hydric Soils List
? Reducing Conditions ? Listed on National Hydric Soils List
? Gleyed or Low-Chroma Colors ? Other (Explain in Remarks)
Remarks: There were no hydric soil indicators observed at this datapoint.
WETLAND DETERMINATION
Hydrophytic Vegetation Present? ®Yes ?No (Check)
Wetland Hydrology Present? ?Yes ®No
Hydric Soils Present? ?Yes []No
Remarks This sampling point is located in an upland.
(Check)
Is this Sampling Point Within a Wetland? ?Yes ®No
Approved by HQUSACE 3/92
Forms version 1/02
Site Plans
TEMPORARY I IQ EASEM?N
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W ~ ~ ? ~ e ~ ° -tom; , a yL
t ~ ~ I S ? G a ~ ~d ~ ~n ? ;fin r; ? y~; r° EpA.EOP ~ f L ALL CONSTRUCTION SHALL 8E IN ACCORDANCE VNTH THE TOWN OF GARY STANDARDS, ~ ~ a SPECIFICATIONS AND DETAILS, THE LATEST REVISION, . , L,.E
1 ? ! i] ~ ~ . E 563 ~ I • . ~ 19 ~ ~ ' W I I I i ? ? S ~ ~ r.. z v `a,, ' ~ ~ r~ • ~..s~n~ " .s,-,-:my " k., ~ ~.v, ~ I t PACT REA ~ ~ I I o / ~ 1$ ~ f ~S ~ f ~oC ~ L~OC~I
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,e;' 0I E .f + 9 ~ ~ 4, WATER MAINS SMALL BE LAID AT LEAST 10 FEET LATERALLY MEASURED EDGE TO EDGE FROM s• c.v. J I EXISTING OR PROPOSED SANITARY OR STORM SEWER UNLESS THE ELEVATIONS OF THE BOTTOM
~`'°~e V~~Q ~ c ~ ~ ~ ~ 1 ( HORIZONTAL SEPARIATION OF AT LE STNCHf S T BOVE THE TOP OF THE SEWER WITH A
I ~ ~ ~ 1 , f J 3 EE . WHERE A WATER. MAIN AND A SANITARY
t B p ~ I f~ STORMWATEIr ? . ° ~ " ~ ' ~ 3.. ~:J/ ~ >w r*« ~ gg 19~ o r 2" BLOW ~,,;~5 Y I ~ SEWER CROSS, AND THE VERTICAL SEPARATIAN ii LESS THAN 18 INCHES OR THE WATER LINE,
CU Z8>4! 11,..x_ 1 s co co 1 S~ W~ ~''~''~`I~' f' ~ ~ PASSES UNDER THE SANITARY SEWER, THE SEWER MAIN SHALL BE DUCTILE IRON PIPE. ALL
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II TOWN pF CARY ,,,co ~f ~ ` -1. r ~ J I ~ STOANMiAiER ACCESS CO 0 ~P` °o A ~ ~ + r.. ~ ~ { o rf } ,lg~--~,~I ~ ---..~a ~f ~ ~ ` S:HEDULE 40 PVC UNLESS OTHERIMSE NOTED.. 8. CONTRACTOR SHALL VERIFY LOCATION OF ALL EXISTING UTILITIES PRIOR TO CONSTRUCTION.
UTIUtt E115EYE, 9`a °s ~IlFF r` i r # rl ?f . t~~-. ~ ~ j@ AND IWNTENANCE ~ A ~ FR °>s ;:d v 1 / a~ ~ ~ i 1 ~ ~...p L.~ 1 EASE4ENt ~ - ""+m° a. -..,r N 1 ~1 S/ 8-_ I L_ ' ~ ~ ' ~ ~ I I~ I ~ ~ I LOCATION OF EXISTING uTILITIES SHOWN ON PLANS IS BASSO ON BEST AVAILABLE INFORMATK)N
564- ~ ~ . , 1 t ( BUT CAN 8E CONSIDERED ONLY AS APPROXIMATE. ~ 5 ~ 7, SANITARY SEWER MAINS INSTALLED WITH A DEPTH OF COVER OF 14 FEET TQ 20 FEET SHALL
~ ~ 4 L 1 REQUIRE SPECIAL BEDDING IN ACCORDANCE IMTH CARY STANDARD 07010. SEWER SERVICES 1 ~ ~ ! ~ INSTALLED WITH A DEPTH OF COVER OF 14 FEET TO 20 FEET SHALL REQUIRE CLASS I BEDDING
q 1 t 1 .gyp r ' ° ® vs ° ! ~ at ( (r I j. {p~~ O' 1 11 1 ~ rr t ( ~ {*:a y~tnp.. ~u°f,°T'!!p\y~~y ~ 1P ~ P ~r ^1~i,-m S ~ FROM 4" BELOW THE SERVICE TO 4" INCHES OVER THE SERVICE LINE. SEWER MAINS AND
Od. ~ I 1 , / i f rk ~ ,I i°° 'a+.. .~:2;. YIf~.GR NR MR11 1 f 1~ Ir I~.; t
eau ~ g~ l d ! r.,,._ t 9 ° ~°aT.?':> ~ rl I aw.~~.~„ _ I ~ ~ J ~ ~ f ~ PPE OR ITNHE E ITIRE RUN BETWEENOMANHOLES ORRCLEANOUTS~~L REQUIRE DUCTILE IRON ~~°...~R{. ~--.r ~:~t~:~ ~ 9 a3 MINIMUM. SLOPE FOR FOUR INCH SA LTA Y J N R SEWER SERVICES SHALL BE 2~. CLEANOUTS SHALL
' ® ~ / ~ `w.a,~ 1 Ir ~I .!r 1f ? + ~ i° F s®? ..,,.~'`'"~'s r~ ~b '2?. \~mr® - ~ ~ _ ~ 1 ~ ~ ~ BE PROYtDED AS SHOWN ON THE PLANS BUT SHALL BE SPACED. AT NO GREATER THAN 75 LF
j S ~ ~'`'^r 7 f`•... ~f ° ° ° _ s~ j -yef. e.Y$.~m, r~"."~^2s. 8 ' 1 t~ ~ ~ 1 ' i m~~~~:-~°°.--...,~,~Z®~ ~ W f~''~~~ ~ FOR 4 SERVICES. ALL CLEANOUTS SHALL EXTEND A MINIMUM OF 6 INCHES ABOVE FINISH `~"`"'-~,,a~l ®i°°=.. ~ ~ ~ j GRADE OR MEET THE OPTIONAL CLEANOUT REQUIREMENT METHODS AS SPEpFIED IN CARY
~ ~ / ~EASENENT ~ d i ~ -,I r ~ ~ t ~ r r~~ ~ fF.. ~ r: . 1 ~ WII 1 ~1 I ~ i+ ' ' ~ 1 1~ j ~ ~ tr + ' r'r '{~IF? ` ~ ~ ~ j ~ STANDARD 7.01. CLEANOUTS LOCATED IN PAVED AREAS MUST HAVE CAST IRON RISERS,
0 61 l ~ r'~~'% ~ ~ + ~ r r ,air "~~°cE ~~~r y , ~ ~ FITTINGS & BRASS CAPS..
/ ° ~ ~ 0, BLOWOF®NASSEMBLI~ESMNETRAFFMC AREAS SHALL®BE~iNSTAILLEDNPER TOTWN OF CARP TRAFFIC t ~ AREA REQUIREMENTS.
F. J 56. m I ~ ~ ~ r 11 TAPPING SLEEVES SHALL BE USED IN LIEU QF TEES ON ACTIVE WATER LINES.
t Q1 ~ ~ w MH 91 co t t,- ^,r~..t :r ~tVBr dy ~ ~t 1"` -.I ~ a_ ~ r ~ ~ ~ ~ 12, CONTRACTOR SHALL LOCATED 80TH HORIZONTAL AND VERTICAL LOCAiIQN OF ALL EXISTING
~ ~ m . ~ ~ ---w e +°i^wna.,1 ~ t t f m r ~l r( 1 ~ ~ ~ ~ UTILITIES PRIOR TO START ~ CONSTRUCTION. CONTRACTOR SHALL VERIFY THAT ALL VERTICAL
~ ~ s ~ ~ `~'s COWM t~ ~ 6 f GJ 1 iti , it k o°/ ~ y ~ 1 , r~I`-~--~~ II ~ ~ ~ I ~ A ~ ` 3 ~ ~ ~ CLEARANCES REQUIRED BY TOWN OF CARY ARE BEING MET PRIOR TO CONSTRUCTION. ANY i,__,,, ~ CONFLICTS WITH I~ROPOSED AND EXISTING UTILITIES SHALL BE BROUGHT TO THE ATTENTION OF
.e,°, g~ ~ ~ N ~ ~ r ^w +"""°0 . ~ A.J"m., MBA I" FH ~ ~ ?i i 69 ~ ? _""'°~f I I I ~ ~ cttY ~ ~ THE RESPECTIVE UTILITY OWNER/OPERATOR, THE OWNER OF THE PROJECT, AND THE ENGINEER
® 8 ~ , ~ .:~.~......~c~ ~~Yi I 1 -0~~ nk;;., a '+n. I ®J g ~e t ,?rf r= (t f'..,_~.r f , ~ wu ! H a,~~~a r S'~r-., =?s~ ° F ~Ae'~ rt .j i' ~ ~ Jf i 1;` 69 fi f I I I WIRL: ~ ~ ~ ~ OF RECORD, PROCEEDING WITH CONSTRUCTION SHALL BE APPROVED BY THE RESPECTIVE- ~ ~ I ~ ~ UTILITY OWNER/OPERATOR, THE OWNER OF THE PROJECT, AND THE ENGINEER ~ RECORD. ANY
m Mr + „ ~ ^ s I I I ~ ~ ~ ~ WORK PERFORMED BY CONTRACTOR WITHOUT THE APPROVAL QF THE. RESPECTIVE UTILITY
p ~ / f R.I I ~ "~"mow. !t :Y,Mm\~ ~ r z ^':a` bf` ~~Y S ~ , ~ ` I f 9 ~ C ~a-...._r ! m' ..;t a J~S~ e, , r,r ; r~,_? E ~ ~ _ I I I ~ p.,, OWNER/OPERATOR, THE OWNER THE PROJECT, AND THE ENGINEER OF RECORD_ IMLL BE AT
p j l °n t ~ t Opp ~ . ~'~a i` 1 1 7 ! ~ ~ „r ! ~ ~:.:;bw,.« GV ~d~,R`7 ~ t4M j I` ~sa~,~~ ! `wry-' RISK TO THE CONTRACTOR. ~ I ' ~ ~ ~ ~ 13, CONTRACTOR SHALL OBTAIN COPIES OF APPLICABLE PERMITS AND TO COMPLY WITH ALL THE
gg ~ / f ~ 9 ' w s •L..~ I` ~ 1"'"~,~„f ja" ~ T :r a,® ...r ,~Y °.;ryo-, rT ~ I ~ ! t r I ~ C1O yam,, w ~,n t~ti ~ ' ,,~~0 GONDITtONS ~ EACH OF THE PERMITS ISSUED FOR THIS PROJECT, INCLUDING, BUT NQT UNITED
' ~ ~ + ' 58 f ..'r.. tr ~^a f m,eyoy „"Y. "'w n'm4u 1~^^~.,~ Y~!MI.I.y~. jj 5S W~ ~ + • • ~ + T0, THE TOWN OF CARY WATER AND SEWER EXTENSION PERMITS, TOWN OF CARY "'•`'.,,!,~,TM~N„,~, ~M a =1~ TaPPI~ sI.F.~vl: SEDIMENTATION AND EROSION CONTROL PERMITS, NCDOT DRIVEWAY AND ENCRAACHMENT
P ~ P VEMENT TERT O~Y,NO MITS, NCDWQ AND USACOE ENVIRANMENTAI, PERMITS,
~ ~ F I r' f t; I"•~~ ~ r~ W TEE , ~h~~w, : ~ .,,~ti =1~~`~.~, ~,r: ! ~ / s r ~ ~ , + ~ f + ~l'1`~"~f~r~""~ ~ "I ~~x .i~'~~' EP~I ~ ~ ~ f~P ~1 . ~ Eld' TD 1K~ ~ "
s ~ i ~ i ,.r. r 'fie x,~~, ~ 5--.°.. ~ J ~ ~ l F ~~~'f ~ ~ „ 1 '~-`g " " AND 2.9" S9. ° UL'D-USE TRML MALL BE .,°~fi G ~ S ,~MH 14 m~ _ ~ GV Ads PER~DE~AAt° T09~ooD~DA1°ai
f , r ~ ~ ~ 50 UTg l ~ t 1~ t r . r` I ~ ~ ~ .x~ti° ~ ~ ~,t so ~«2~Rff ~ 99 * I tl ~ ~ DETAIL. SLEET,
^°o M u ~ ~ P l ~ 1 ~ ~ FD R M THE ~ ~ ~ ~ + ? r " ° ti"~. l` , I,.,.~ 55 t ~ `~7 `t ~ f ~ c~ ~ ~,e,~: ~ OF } ~ t g r t! ~ f l ~ r r t F ~ 1 k ~ ~ W BLOCKING ~ ° 0~
d i ~ 3-4" c~aams BORE are
I ~ 26 Li 6" D IER PIPE ~ I - -M- ~ 9 WITH 92 3 T EL ENCASEMENT
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t tta E n-ii; ~ if' ~ TO MEET T1 ~,~~r ~.,,.,.r,....,,,~, w TO MEET TYPE "B" BUFF~R STANDARD 1~c Cary Project Number 10-SP-006. 'o, ti ° ~ ®ooo~°r0oao°o
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I FOR TELEPHONE ~ Planllmg Date so o zs so 100
O 9 ':lµ CONTROLLER CAF3INET ~~7:: I ~ ~ En ineerin Date
d 1 ~ _ _ 44'-r`~t e1 ~ ~ ~ ~ I ~s g g
a ~ R& I I I I 't:-z. 1 9 1~ 1 inch = 50 ft.
i " No.
°o R2VISI011 Date B Designer Scale 1 AS PER TOC REVIEW COMMENTS 04/29/1 0 KLJ W&R 1" =50'
2 AS PER TOC REVIEW COMMENTS 06/14/1 0 KW Drawn By Date a
o GAS 3111110 Aa 'I S 1 1 L LA E N E Sheet No. WITHERS RAVE
UTI ° Checked By Job No. UTILITY rLAN ENGINEERS I PLANNERS I SURVEYORS
° F KLJ 2100002 WAKE COUNTY NORTH CAROLINA Y 111 MacKenan Drive Cary, North Carolina 27511 tel: [phone] www.withersravenel.com License No. C-0832
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