20080838 Ver 2_401 Application_20110311

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11010 RAVEN RIDGE ROAD
RALEIGH, NC 27614
846-5900
PICKUP DATE -PICKUP TIME
DRIVER__ # OF PIECES WEIGHT
BILLTO: SHIPPER RECEIVER 3RD PARTY _
CAR VAN ROUND TRIP CHARGES_
PROJECT '
SIGNATURE J .c PRINT
TO
COMPANY NAME

STREET ADDRESS i.? til x., ? G ,:."
CITY I. ST_r'j
CONTACT NAME l'
PHONE # DATE, r? ,tTi
Dg-o83
Environmental Consultants, PA
Road • Raleigh, North Carolina 27614 • Phone: [phone] • Fax: [phone]
www.SandEC.com
March 11, 2011
S&EC Project # 11409.P1
To: US Army Corps of Engineers
Raleigh Regulatory Field Office
Attn: Jamie Shem
3331 Heritage Trade Drive, Suite 105
Wake Forest, NC 27587
From: Nicole Thomson
Soil & Environmental Consultants, P.A.
11010 Raven Ridge Road
Raleigh, NC 27614
Re: Glenwood Taylor Tract, Wake County, NC
N.C. Division of Water Quality
401 Oversight and Express Permits Unit
Attn: Ian McMillan/Amy Chapman
512 North Salisbury St., 9" Floor
Raleigh, NC 27604
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On behalf of the Contract Purchaser, Forever Home, LLC (Attn: Mr. Larry Lippincott) please find attached a complete application and
supplemental information requesting written concurrence from the U.S. Army Corps of Engineers (USACE) and the N.C. Division of
Water Quality (DWQ) that the activities proposed below may proceed under Nationwide Permit 29 and General Water Quality
Certifications 3821. The applicant is also requesting Neuse River Riparian Buffer Authorization from the N.C. Division of Water
Quality (DWQ) for the activities proposed below. Please contact me at [phone] if you have any questions or require additional
information.
PROJECT SUMMARY
Project Name Glenwood Taylor Tract
Project Type Multi-family, townhome complex
Owner / Applicant Forever Home, LLC
County Wake
Nearest Town Raleigh
Waterbod Name UT to Turkey Creek & Turkey Creek
Basin / Sub-basin 03-04-02
Index Number 27-33-2
Class C; NSW
USGS Cataloging Unit 03020201
IMPACT SUMMARY
Stream Impact (acres): 0.029
Wetland Impact (acres): 0.019
Open Water impact (acres): 0
Total Impact to Waters of the U.S. (acres) 0.048
Total Stream Impact (linear feet): 174 LF
Total Neuse River Riparian Buffer Impact (square feet) 24,044 (14,388 Zone 1 & 9,656 Zone 2)
*Of the total 174LF of proposed stream impact, only 99LF are for permanent impacts; the remaining 75 linear feet of impact
are related to utility crossings and are therefore temporary in nature
Attachments:
Pre-construction Notification (PCN) Application Form
USGS Topographic Site Vicinity Map
NRCS Soil Survey Site Vicinity Map
Agent Authorization Form
Email correspondence with Ms. Amy Chapman (NCDWQ) and supporting maps
Neuse River Riparian Buffer Determinations (NBRRO 08-0838 & NBRRO 05-0028)
USACE Signed JD (SAW 200801110)
Justification letter from Priest, Craven & Associates, Inc.
Impact Maps
Stornwater Wetland Sizing Calculations and Details (2 copies, DWQ Only)
$570 Application Fee (DWQ Only
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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 A I
1. Processing
x
1 a. Type(s) of approval sought from the
Corps:
®Section 404 Permit ? Section "10' Permit -?
1b. Specify Nationwide Permit (NWP) number: 29 or General Permit (GP) number: 3821
1c. 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 ? Non404 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: Glenwood Taylor Tract
2b. County: Wake
2c. Nearest municipality / town: Raleigh
2d. Subdivision name: Glenwood Taylor Tract (Subdivision Name TBD)
2e. NCDOT only, T.I.P. or state
project no: N/A
3. Owner Information
3a. Name(s) on Recorded Deed: Zachary Taylor Trustee
3b. Deed Book and Page No. 11396/0732
3c. Responsible Party (for LLC if
applicable): N/A
3d. Street address: 7921 Denmark Street
3e. City, state, zip: Raleigh, NC 27612
3f. Telephone no.: N/A
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: Applicant is Contract Purchaser as listed on the
Agent Authorization; please copy agent (S&EC) on all correspondence
4b. Name: Mr. Larry Lippincott
4c. Business name
(if applicable): Forever Home, LLC
4d. Street address: 8311 Banford Way, Ste. 003
4e. City, state, zip: Raleigh, NC 27615
4f. Telephone no.: 919-870-9711
4g. Fax no.: 919-870-9725
4h. Email address: N/A
5. Agent/Consultant Information (if applicable)
5a. Name: Nicole J. Thomson
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): 0787-11-6224
1 b. Site coordinates (in decimal degrees): Latitude: 35.8690 Longitude: - 78.7244
(DD.DDDDDD) (-DD.DDDDDD)
1 c. Property size: +/- 19 acres
2. Surface Waters
2a. Name of nearest body of water (stream, river, etc.) to UT to Turkey Creek & Turkey Creek
proposed project:
2b. Water Quality Classification of nearest receiving water: 27-33-2; C; NSW; 03-04-02
2c. River basin: Upper Neuse River (USGS Cataloging Unit 03020201)
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 site is currently forested with a pre-existing sanitary sewer easement that crosses the property on an east-west axis.
The surrounding land use is primarily residential with some interspersed commercial developments.
3b. List the total estimated acreage of all existing wetlands on the property:
0.0577
3c. List the total estimated linear feet of all existing streams (intermittent and perennial) on the property:
--2,300
3d. Explain the purpose of the proposed project:
The proposed project is to construct a multi-family, townhome complex.
3e. Describe the overall project in detail, including the type of equipment to be used:
The subject property is almost completely bisected by a UT to Turkey Creek. Turkey Creek is the Eastern property
boundary of the site. Existing residential homes border the subject property to the south and commercial development
borders the site on the west. A pre-existing City of Raleigh sanitary sewer line currently crosses the southern portion of
the property within the riparian buffer of the UT to Turkey Creek. The applicant requires the proposed impacts to the UT
to Turkey Creek in order to construct the necessary infrastructure and parking areas for the proposed townhomes. The
proposed sanitary sewer line impacts near the confluence with Turkey Creek are necessary to provide the site with the
needed sewer service. Equipment typical to residential construction will be utilized including excavators, track-hoes,
bulldozers and the like.
4. Jurisdictional Determinations
4a. Have jurisdictional wetland or stream determinations by the
Corps or State been requested or obtained for this property /
®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: Portrait Homes; reverified
Name (if known): Chris Prussman; reverified by Steven Ball by S&EC staff
Other:
4d. If yes, list the dates of the Corps jurisdictional determinations or State determinations and attach documentation.
The NC DWQ reviewed the subject site on Feb. 1, 2005 and again on May 16, 2008 and made on-site stream
determinations and Neuse Buffer calls (see attached NBRRO 05-0028 and DWQ letter 08-0838). The USACE reviewed
the site and issued a Jurisdictional Determination on May 16, 2008 which was later re-verified on Dec. 10, 2010 (see
attached 2008-01110). A pre-application meeting was held with Ms. Amy Chapman (NC DWQ) on May 11, 2010.
Modifications were made to the original site plan to minimize impacts and avoid the need for a variance (see attached
email dated May 14, 2010).
Page 3 of 12
PCN Form - Version 1.3 December 10, 2008 Version
Project Information and Prior Project History
5. Project History
5a. Have permits or certifications been requested or obtained for
this project (including all prior phases) in the past? ? Yes ® No ? Unknown
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.
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 Fill (Road ® Yes ® Corps
(Impact No. 1 - Grading) Riparian ? No ? DWQ 0.019
Sheet 4)
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 0.019
2h. Comments: *The wetlands associated with Impact No. 1 (Sheet 4) are partially within the existing City of Raleigh Sanitary
Sewer corridor and therefore are regularly maintained (i.e. mowed).
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
(Impact No. 1 -
Fill (Road) UT to Turkey ® PER ® Corps
2
gg
Sheet 4) Creek ?INT ?DWQ
S2 ? P ®T
(Impact No. 4 -
Sewer Installation UT to Turkey ? PER ® Corps
4
35
Sheet 5 Creek ® INT ? DWQ
S3 ? P ®T
(Impact No. 6 -
Sewer Installation UT to Turkey ® PER ® Corps
23
40
Sheet 2) Creek ?INT ?DWQ
S4 ? P ? T ? PER ? Corps
? INT ? DWQ
3h. Total stream and tributary impacts 174
3i. Comments: Of the total 174 LF of proposed stream impacts, only 99 LF are permanent for the Road impacts. The
remaining stream impacts are for the proposed sewer crossings and are therefore, temporary in nature. It is also important to
note that Impact No. 4 (Sheet 5) occurs between flags S01 and S02; this portion of the stream channel was determined to be
"unimportant" by the USACE.
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.
Open water
impact number -
Permanent (P) or
Temporary T 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
0. Total open water impacts 0
4g. Comments:
5. Pond or Lake Construction
If and or lake construction proposed, then complete the chart below.
5a.

Pond ID 5b.

Proposed use or purpose 5c.
Wetland Impacts (acres) 5d.
Stream Impacts (feet) 5e.
Upland
(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 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) or impact Stream name mitigation (square feet) (square feet)
Temporary T required?
61 ®P ? T
Road
? Yes 7,312
(note - there is 826 5,678
Impact No. 1 -
Crossing UT to Turkey Creek
® No
sq. ft. of wetland (note -there is 26 sq. ft.
Sheet 4
w/in Zone 1) of wetland w/in Zone 2)
132 ®P ? T Stormwater ? Yes
Impact No. 2 - BMP outfall UT to Turkey Creek ® No 929 610
Sheet 5
133 ®P ? T Stormwater ? Yes
Impact No. 3 - BMP outtall UT to Turkey Creek ® No 924 592
Sheet 5
134 ®P ? T Sanitary ? Yes
Impact No. 4 - Sewer UT to Turkey Creek ® No 2,160 1,364
Sheet 5 installation
B5 ®P ? T Stormwater ? Yes
Impact No. 5 - BMP outfall UT to Turkey Creek ® No 900 600
Sheet 2
66 ®P ? T Sanitary ? Yes
Impact No. 6 - Sewer UT to Turkey Creek ® No 2,163 812
Sheet 2 installation
6h. Total buffer impacts 14,388 9,656
6i. Comments: Ms. Chapman confirmed in an email dated May 14, 2010 (see attached) that the proposed design would not
require a variance. The impacts to riparian buffers are required to construct the road/parking/sidewalk and are the same
amount of impact to the buffer as the road grading and fill slopes would cause alone.
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 in the vicinity of the proposed crossing. The subject site
is almost completely bisected by a single stream. The site plan has limited permanent impacts to one road
crossing on a perennial/important stream. Streams are not crossed multiple times by roads. The proposed road
crossing is necessary in order to access useable upland portions of the property for development. The Project
Engineer (Priest Craven & Associates, Inc.) has also included a detailed letter describing the design constraints
and impact justifications for your review (see attached).
The applicant is also aware of the regional conditions associated with the Nationwide Permits 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 stormwater facilities, there are no proposed single-family recreation
facilities, and there are no permanent wetland or stream fills proposed within the floodway and the stream
classification for this project is C; Nutrient Sensitive Waters (NSW) (i.e. not Outstanding Resource Waters or High
Quality Waters).
1 b. Specifically describe measures taken to avoid or minimize the proposed impacts through construction techniques.
Orange protective silt fencing will be placed outside of the impacted wetland and buffer corridor to ensure protection of
the non-impacted wetland and riparian areas. It is the intent of this plan for construction impact to take place during the
dryer months of the year.
2. Compensatory Mitigation for Impacts to Waters of the U.S. or Waters of the State
? Yes ® No
The proposed project does not incur more than 150 LF of
permanent stream channel impact; in fact, the applicant has
chose to utilize headwalls at the proposed stream crossing to
reduce the overall fill impact to the stream channel. Total
wetland impacts on the project are also less than 1/10th of an
2a. Does the project require Compensatory Mitigation for acre. Typically, the USACE does not require mitigation for
impacts to Waters of the U.S. or Waters of the State? permanent, important stream channel impacts that are less
than 150 LF nor do they require mitigation for permanent
wetland impacts that are less than 1/10th acre and the DWQ
does not require mitigation for total permanent stream
impacts (intermittent and/or perennial) that are less than 150
LF. We anticipate that you will advise us if mitigation for this
project is required.
2b. If yes, mitigation is required by (check all that apply): ? DWQ ? Corps
? Mitigation bank
2c. If yes, w hich mitigation option will be used for this
project. ? payment to in-lieu fee program
? Permittee Responsible Mitigation
3. Complete if Using a Mitigation Bank
3a. Name of Mitigation Bank:
3b. Credits Purchased (attach receipt and letter) Type Quantity
Page 8 of 12
PCN Form - Version 1.3 December 10, 2008 Version
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: Buffer mitigation for this project should not be required as all of the proposed impacts are "allowable" per the
Table of Uses (15A NCAC 02B .0233 (6) ). We anticipate that you will advise us if Buffer mitigation is required for this
project.
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?
1b. If yes, then is a diffuse flow plan included? If no, explain why.
Comments: No direct discharge of onsite stormwater to the protected Riparian
Buffer is proposed. All onsite stormwater is directed to the proposed constructed
stormwater wetlands (see attached Stormwater Management Plan supplied by ? Yes ® No
Priest Craven & Associates, Inc.). Constructed stormwater wetlands are allowed to
directly discharge through a bypass channel constructed within the riparian area.
The proposed impacts associated with these bypass channels have been
accounted for above within Section 6 of the PCN.
2. Stormwater Management Plan
2a. What is the overall percent imperviousness of this project? 42.5%
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:
See attached Stormwater Management Plan supplied by Priest Craven & Associates, Inc.
® 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? Raleigh
® 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?
The stormwater management plan review by the City of Raleigh will be conducted
separately. The applicant is requesting a conditional 401 Approval pending the City
of Raleigh approval of the Stormwater Management Plan (SMP). It is the intent of
the applicant to forward the approved copies of the SMP to your attention once they
are received.
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
Page 10 of 12
PCN Form - Version 1.3 December 10, 2008 Version
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
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)?
1c. If you answered "yes" to the above, has the document review been finalized by
the State Clearing House? (If so, attach a copy of the NEPA or SEPA final approval
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 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. The proposed suburban in-fill development
is relatively small in nature, is within a residentially developed landscape bounded by existing home-sites 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.
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 City of Raleigh will insure that the capacity of their treatment facility
will not be exceeded.
Page 11 of 12
5. Endangered Species and Designated Critical Habitat (Corps Requirement)
5a. Will this project occur in or near an area with federally protected species or El Yes ®No
habitat?
5b. Have you checked with the USFWS concerning Endangered Species Act El 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. There one noted elemental occurrences of Fusconaia masoni
(Atlantic Pigtoe) which is a Federal Species of Concern (FSC) within 2 miles of the center of the project area. There are
also several elemental occurrences of plant species that are either State Endangered, of Special Concern, or Significantly
Rare 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 Raleigh, 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.
Utilizing Google Earth and NC National Register Points, the closest structure is the Lane-Bennet House which is 1 mile
from the center of the project and the Crabtree Creek Recreational Area Historic District which is 2 miles from the center
of the project. No structures were noticed during the wetland evaluation. The project is consistent with adjacent land
uses.
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: No fill encroachment into the floodway, and only minor fill
placement within the floodplain as necessary for the construction of Stormwater Management Area 2 Constructed
Wetland in the southeast corner of the site.
8c. What source(s) did you use to make the floodplain determination? http://www.ncfloodmaps.com/
Nli!0??. ?, "T?MSo
/t 11
/
Applicant/Agent's Printed Name Applica ent's 'gnature
' Date
(Agent
s signature is valid only i orization letter from the applicant
is provided.
Page 12 of 12
i

/rte
r
J'

Project No
114O9.W I
Project Mgr.:
513
Scale:
I" = 2,000'
3/1 G/09
?C
Figure I - 1 :24K USGS
Topographic Quadrangle
Glenwood/Lynn Kd Site
forever Home, LLC
Wake County, NC
Raleigh West Quadrangle
Soil & Environmental Consultants, PA
11010 Raven Ridge Rd.• Raleigh, NC 27614
A [phone] • [phone]
Web Page: www.SandEC.com
Environmental Consultants, PA
Road • Raleigh, North Carolina 27614 . Phone: [phone] • Fax: [phone]
www.SandEC.com
AGENT AUTHORIZATION FORM
All Blanks To Be Filled In By The Current Landowner or Municipal Official
Name: L M212Y L. 1 PP i a 4efT
Address:_ i6311 0AA D JZrLr-;1 WAr`f 151,1 I jr, 00 i
Phone:111g.010-1111
Project Name/ Description: L.YW 4Gr AW W00r;? S&EC Project # 114D9
Date: I' ib•11
The Department of the Army
U.S. Army Corps of Engineers, Wilmington District
P.O. Box 1890
Wilmington, NC 28402
Attn: 7)AHlE SMI EW
Re: Wetlands Related Consulting and Permitting
Field Office: i2.A LIE16r"
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 1 V"'- day of 'XA%I. 2011
This notification supersedes any previous correspondence concerning the agent for this project.
NOTICE: This authorization, for liability and professional courtesy reasons, is valid only for
government officials to enter the property when accompanied by S&EC staff. You should call
S&EC to arrange a site meeting prior to visiting the site.
6Oi?.rcVOL46A _ L4, Barr- /MAN
Print - 4eA!:*? f, -
Property Owner's or Municipal Official's Name Property OH,ner's or nicipal Official's Signature
cc: Mr. Ian McMillan
NCDENR - DWQ
2321 Crabtree Boulevard
Raleigh, NC 27604
cc: Mrs. Nicole Thomson
Soil & Environmental Consultants, PA
Charlotte Office: Greensboro Office:
Phone: [phone]
Phone: [phone]
Fax: [phone] Fax: [phone]
Page 1 of 2
Nikki Thomson
From: Chapman, Amy [[e-mail]]
Sent: Friday, May 14, 2010 8:28 AM
To: Bob Zarzecki
Subject: RE: Taylor Property @ Lynn & Glenwood-Variance Option-Summary of Meeting w/ Amy Chapman
(DWQ)
Morning Bob.
I just made one clarifying statement below.
Have a good weekend.
Amy
From: Bob Zarzecki [mailto:[e-mail]]
Sent: Thursday, May 13, 2010 3:25 PM
To: Chapman, Amy
Subject: Taylor Property @ Lynn & Glenwood-Variance Option-Summary of Meeting w/ Amy Chapman (DWQ)
Amy:
Thanks for meeting with me on Tuesday morning (May 11th). Per our conversation
today, my client will not be ready to submit for the PCN for the wetland, stream
and buffer impacts for a few weeks. I wanted to send this email summarizing my
understanding of your determination and the options for my client. Please clarify
as needed.
Thanks.
DWQ Determination - The proposed layout depicted on the attached plan and
presented to DWQ at a pre-application meeting held on May 11th will not
require a variance to construct, but would be considered either an
"allowable" or "allowable w/ mitigation" use within the Neuse River Buffer
(depending on the amount of buffer impacts) and as such will require the
submittal of a PCN application and approved Authorization Certification from
DWQ and compliance with any and all conditions prior to impacts. The project
will most likely apply for the use of NWP29 and GC3821 for the wetland and
stream impacts.
Some important items to address in the application:
Include the attached `Street Buffer Crossing Exhibit' with the Proposed
Layout in addition to the standard impact maps.
Be sure to provide justification as to the need for the width of the
road, sidewalk and parking. And why the road/parking/sidewalk can not
be moved or minimized to avoid the buffer.
A statement that this is the same amount of buffer impact as the street
grading alone.
Still need to address/remove the stub road that we discussed last time.
Still need to provide the City approved SMP that uses constructed
wetlands.
Need to provide proof that the discharges from the bypass pipe outlet
will be "non-erosive" (under 2 fps) or at least not greater than
existing velocities, and that it does not include stormwater from "new"
Built-upon Areas, only bypassing offsite flows.
Discuss the number of units lost between the original plan that would
3/9/2011
Page 2 of 2
have required a variance and this plan.
Mitigation Plan if required.
Bob Zarzecki
Wetlands Department Manager
Soil & Environmental Consultants, PA
11010 Raven Ridge Road
Raleigh, NC 27614
[phone] Office Phone
[phone] Direct Line
[phone] Fax
[phone] Mobile
[e-mail]
www.SandEC.com
This electronic communication, including all attachments, is intended only for the named addressee (s) and may contain confidential information. This
electronic communication may not have passed through our standard review/quality control process. Design data and recommendations included
herein are provided as a matter of convenience and should not be used for final design. Rely only on final, hardcopy materials bearing the consultant's
original signature and seal. If you are not the named addressee (s), any use, dissemination, distribution or copying of this communication is prohibited.
If you have received this electronic communication in error, please notify the sender by return e-mail and delete the original communication from your
system. Thank you.
3/9/2011
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R~ Ra&" Ofte 1628 l4 ah Service Center phCfle (919PS71-4700 Customer servloe
water Quagty section Rah9oh, NC 2700-1828 facsimile [phone] 1.877.8236748
Date ofDetenWna#tonI V1105
Glenmodli .ynn Road
Kimley-t•lom
21V2005
Page 2 of 2

7%is on-site detcrm~on shall cq*e,/lve (S) years from the date of this letter. Landownem or aoMeOpardes
that ALVate a determinadon made by the DWiQ or Dttegated Local AuthorWOW a sa?face wwter:edsts and dia t
It Js sbjeo to the br{ffer rule may request a adetermi#xion bythe DO *der, A requ for a d rlrermfitakon iy:ilie
Director shall be referred to the Birector rn w"g c% CyNdi lPoraly , DIl'Q J-f 4i # Z ee
Blvd,Ratekgh,NC27604.2260. Tndivl?ualstlwidUputcadrterrn ?hyat?reD?'?vrDcte1¢ ei*
Autho* tAW "exempts"a sukfice water from the buffer :rWe may ask for a* +ad}W'dk1`?!tg Xa?i
act wkthin 60 days of the date dept you recobe this koer. 4pplkanis are Aer* nPditedxltat the 6044y v a= ry
appeal time does,not start Undl the af'iemdp iV Onduding Aownstream and',ga+)aceNiaudowners) is r?olhW of
atM.decLWo* DWQ wommends AOthe 4opUc4nt conrlua thk nor lok in-ondtr.fo be crootn tl wkv
party,appeds are muds in a dMely mower. To rtskfor a hearlfng, sendl,a ivrjiun per, Which to rf to
Chapter 1 SOB of the North Carolina General Starters to the Owe of A4m0ihtr t ft,&A ing4,V14 Mao
Service Center, Raleigh, N.C. 27699-6711 Thlr determinatlda is ?bral"anal bi><dg utrkss yont askfor pr'Ylta?ring
w thin 60 days.
The (owner/faUre owner4) AWd no* the Division of Water Qprt k (ixcludlq,pq y oRrtfr Taoca?„?St u?{?, oYrd
FeAgW 4geuc, of * 4 toncerring airy ate aorrespart, a e regard g ie siil?jerl?proptrt?' tied
ahove). l project Wray reu?i a_Secfior ?0/1Q11'cft Apr tJkc,?toposac Any tirgrpTriesliui,?lde
directed to the Division of Wsrter 'QuaAy: trarl t ff") at #19)-733=.!786, ond`i VS Army Corp of E imeers
(Aakigh ReguWory Peld Office) as (919)-476-8441. tP .
R'esPti+tl'utly,
Michael Horn
Environmental Spoc. I
cc. foovon,
Central files
DWQ 401 Wetlands Once
CopyrigFM (C) 1996, Maptech. Inc.
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PRIEST, CRAVEN 8L ASSOCIATES, INC.
LAND USE CONSULTANTS
Date : March 8, 2011
To : Ms. Nikki Thomson
From : Thomas F. Craven, PE
Re : Glenwood Taylor Tract
Raleigh, NC
Justification for the Proposed Street Crossing
The 19.2 acre site is bisected by a stream running the across the property with
approximately two thirds of the site on one side and a third of the site on the other side
of the stream. A street must connect the two sides of the property to provide multiple
access points for the orderly development of the site and to provide adequate access
for emergency service vehicles. The topography of the project site is very steep. The
design of the road crossing results in approximately 25 feet of vertical fill above the
invert of the existing stream. The area of the Neuse River Riparian Buffer to be
impacted was carefully chosen in order to minimize the overall impact to the stream.
The proposed crossing is located as far upstream as was practical, just inside of the
buffered area. The area that we are proposing to be impacted by the roadway is
already subject to an existing sanitary sewer easement, such that significant portions of
both Zones 1 and 2 of the protected Riparian Buffer are already cleared.
The project proposes to use a private street section rather than a public street section
to connect the two portions of the site. Raleigh's requirements on the private street are
for a 29 foot back to back street section with 5 foot sidewalks for a total top width of 39
feet. The minimum public street section that Raleigh's policy would allow would be a
31 foot section with sidewalk contained within a 50 foot right of way. The use of a
private street decreases the top width of the proposed impact by 11 feet. The location
of the toe of the proposed slope on the downstream side, which is the extent of the
impact on the downstream side, is less than it would be if a public street were installed.
The extent of the impact on the upstream side of the crossing is mostly contained
within the area impacted by the existing sewer easement.
PLANNERS / LANDSCAPE DESIGNERS / ENGINEERS / SURVEYORS
3803-B Computer Drive, Suite 104, Raleigh, NC 27609 Phone [phone] Fax [phone]
Ms. Nikki Thomson
March 8, 2011
Page 2
The total impact for street, parking, sidewalks and grading is no greater than the
impact that would be required for street construction only. The total impact at the
currently proposed location is also less than would have been required had the street
crossing been made further down the stream, or if the proposed roadway was designed
to be a public street. The proposed buildings are located outside of the limits of Zone
2, even though that area is already impacted by the existing sewer easement.
Revision to Avoid a Variance Process
Originally we were considering a plan that would have required a Major Variance from
the Division of Water Quality (DWQ). That plan had approximately seven additional
units located on the downstream side of the proposed crossing. In May of 2010, we
committed to removing those units in order to minimize the overall impacts to the
protected Riparian Buffer.
By Pass Pipe Outlet
The bypass storm pipe carries only runoff from upstream, offsite areas. No onsite
runoff from impervious areas drains to this pipe. We have attached calculations and a
detail of the velocity reduction pad to be constructed at the outlet of the bypass pipe.
The calculations comply with the methodologies of, and utilize a computer program
endorsed by, the City of Raleigh, Wake County, and the State of North Carolina.
A sheet has been added to the impact maps that illustrates the location of the bypass
piping and includes the design of the energy dissipater.
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