19991241 Ver 1_Complete File_20000724 (2)

N?
L
JAMES B. HUNT JR.
GOVERNOk
BILL HOLMAN
SECRETARY

APR-620M
NORTH CAROLINA DEPARTMENT OF
ENVIRONMENT AND NATURAL RESOURCES
I DIVISION OF WATER QUALITY
Mr. Todd Tugwell
US A.nny Corps of Engineers
6508 Falls of the Neuse Road, Suite 120
Raleigh, North Carolina 27615
Dear Mr. Tugwell:
March 31, 2000
Subject: Project Name: Ammons Site
COE r: 200020343-200020346
The purpose of this letter is to notify you that the North Carolina Wetlands
Restoration Program (NCWRP) will accept payment for wetland and stream impacts
associated with the subject project in accordance with the Memorandum of
Understanding between the North Carolina Department of Environment and Natural
Resources and the U.S. Army Corps of Engineers dated November 4, 1998• Based
on information supplied by you in a letter dated March 23, 2000, applications
requesting authorization to impact 1021 linear feet of stream impacts have been
submitted for the subject project. The NCWRP will provide mitigation as specified
in the 401 Water Quality Certification and/or Section 404 permit (up to 1021. linear
feet of stream restoration) for impacts associated with the subject project in
Cataloging Unit 03020201 of the Neuse River basin,
Tf you have any questions or need additional information, please contact
Crystal Braswell at [phone].
Sincerely,
Ronald E. errell,
Program Manager
Wetlands Restoration Program
cc: John Domey, Wetlands/401 Unit
Beth Bames, RRO, DWQ
Kevin Martin, Soil & Environmental Consultants
:=fN VIMLOLi?1
8 ? A
WBTLANOS RESTORATION PROGRAM
16161 MAIL SERVICE Cc Wrest, RALEIOY., NC 27699.1619
wobsita: h2o.9n1.stala.nc.us PHONE [phone] FAX [phone]
AN EQUAL OFPONTUNIYY / AFFIRMATIVE ACTION EMPLOYER • SO% RECYCLE0/1010: POST-CONOUMER PAPER
State of North Carolina
Department of Environment
and Natural Resources
Division of Water Quality
James B. Hunt, Jr., Governor
Wayne McDevitt, Secretary
A. Preston Howard, Jr., P.E., Director
Mr. Mark Williams
WAIVER of 401 Water Quality Certification
Town of Wake Forest
401 Elm Avenue
Wake Forest, NC 27587
Dear Mr. Williams:
A ??
NCDENR
March 10, 2000
Wake County
WQC 401 Project # 991241
Your application dated December 20, 1999 for a 401 Water Quality Certification and
Neuse Buffer rule Certification was received in the Central Office on December 22, 2000.
According to our rules [ 15A NCAC 2H .0507 (A)], if final action is not taken within 60 days, the
Certification is waived unless DWQ has objected in writing to your application. Therefore, DWQ
has waived the requirement for a 401 Water Quality Certification for your plains to impact 0.968
acres of wetlands and 1,534 feet of streams for Wake Forest thoroughfare plain as described in
your application. However if. additional impact occurs or your development plains change, this
waiver is no longer valid and a 401 Water Quality Certification and written Neuse River Buffer
rule confirmation will be required.
Please call me at 919-733-9646 if you have any questions.
Fmeeey
CC: Raleigh DWQ Regional Office
Raleigh Field Office Corps of Engineers
Central Files
File Copy
Kevin Martian; Soil & Environmental Consultants
Wetlands/401 Unit, 1621 Mail Service Center, Raleigh NC 27669-1621
Telephone [phone] FAX [phone]
An Equal Opportunity Affirmative Action Employer
50% recycled/ 10% post-consumer paper
State of North Carolina
Department of Environment
and Natural Resources
Division of Water Quality
James B. Hunt, Jr., Governor
Bill Holman, Secretary
Kerr T. Stevens, Director
0. RMLW)l(."5
10? FAA,
4 • •
NC ENR
NORTH CAROLINA DEPARTMENT OF
ENVIRONMENT AND NATURAL RESOURCES
County
WQC 401 Project #
WAIVER of 401 Water Quality Certification
a-to
Dear Mr.
'41 A
Your/appli ion for a 401 Water Quality Certification /was received in the Central
Office on , 1-99 . According to our rules [15A NCAC 2H.0507(a)], if
final action is not taken within 60 days, the Certification is waived unless DWQ has
objected in writing to your application. Therefore, DWQ has waive the requirement for
a 401 Water Quality Certification for your plans to impact 0, R&S acres of wetlands
ilk ,er feet of streams for as described in your application dated.
now er if additional impact occurs or your de. opment plans change, this waiver is no long r valid and a 401 Water Quality Certificaton ill be required. gwAt?
?n
! '?C
Please call me at 919-733-9646 if you hav an(y?,, nesttit1ons.
Sincerely,
John R. Dorney
cc: DWQ Regional Office
,20Field Office Corps of Engineers
1

Central Files A ,
Wetlands/401 Unit 1621 Mail Service Center Raleigh, No Carolina 27669-1621
Telephone [phone] FAX # [phone]
An Equal Opportunity Affirmative Action Employer 50% recycled/10% post consumer pa ?
MEMORANDUM
TO: John Dorney Regional Contact: Beth Barnes
Non-Discharge Branch WO Supervisor: Ken Schuster
Date:
SUBJECT: WETLAND STAFF REPORT AND RECOMMENDATIONS
Facility Name Wake Forest Thoroughfare Plan
Project Number 99 1241
Recvd From APP
Received Date 11/9/99 Recvd By Region
Project Type road extension
County Wake
County2
Region Raleigh
Certificates Stream Stream Impacts (ft.)
Permit Wetland Wetland Wetland Stream Class Acres Feet Ki
Type Type Impact Score Index Prim. Supp. Basin Req. Req. !
13 6TH O Y O N F 27-23-(2) NS
F_cF 30,402. 0.82 F-
NBR ?OYQN ?F ????1 ?I-
Mitigation Wetland
MitigationType Type Acres Feet

Is Wetland Rating Sheet Attached? 0 Y 0 N Did you request more info? 0 Y 0 N
Have Project Changes/Conditions Been Discussed With Applicant? 0 Y 0 N
Is Mitigation required? 0 Y O N Recommendation: Q Issue 0 Issue/fond 0 Deny
Provided by Region: Latitude (ddmmss) 355647 Longitude (ddmmss) 783020
Comments:
No negative comments.
cc: Regional Office
Central Office Page Number 1
Facility Name,
-Project Number
Wake Forest Thoroughfare Plan
99 1241
Regional Contact: Beth Barnes
-bomments (continued from page 1):
-cc: Regional Office
Central Office Page Number 2
County Wake
' S&EC, Inc. Project # 559
Soil & Environme tal Consultants, Inc.
244 West Millbr a ale?ghl,Nd#h o a 7609 Phone: [phone] • Fax: [phone]
wvt = WeW : w.SandEC.com
i November 7,1999
Nov 9 ' a- S&EC, Inc. Project # 559
WEILOaUb ?OUP
WATER UALlT! SN110 d
Raleigh•Regulatory Field Office N.C. Division of Water Quality - DEHNR
Attn: Mr. Todd Tugwell Attn: Mr. John Dorney
6508 Falls of the Neuse Rd., Suite 120 4401 Reedy Creek Road
Raleigh, NC 27615 Raleigh, NC 27607 _
Dear Sirs: 991 2 41
The.purpose of this letter is to request the use of Nationwide Permits 13 & 14 for the construction of the
proposed Wake Forest Thoroughfare Plan The proposed Wake Forest Thoroughfare Plan is located
southeast of Wake Forest in the vicinity of the existing Forestville Road (SR 2049) and Rogers Road
(SR2052), Wake Forest, Wake County, North Carolina (see attached USGS site vicinity map)(UTM
Coordinates; Zone 17, 3981000 N, 0724500E). Proposed impacts to jurisdictional waters will total 0.816
acres. Construction of the thoroughfare plan will comply with all of the general conditions stated within
Nationwide Permits 13 & 14. ^ ?Lq,&,,
S&EC, Inc. believes that mitigati will be required for this project. The project's total permanent
impacts_under-Nationwide Perini # 13 _&44-equal-0:8-16 -acres°(i e. -less than 1--acre),- So; no-wetl'arid---
mitigation_will be required. It is a understanding of S&EC, Inc. through correspondence with the
USAGE that each individual cro sing will be considered part of a linear project and separate and distinct
and will be able to use NWP 14. Only two of the nine crossings exceed 150 linear feet of important
stream impacts. These are Cro ing 8 at 4371f and Crossing 9 at 2661f. Therefore, the total required
stream mitigation for the proj should be 7031f. Our client proposes either onsite stream mitigation or
donation of land into the North etlands Restoration Fund (WRP) to mitigate for these impacts (as per
site meetings held with WRP and S&EC, Inc. personnel) or if the donation process does not work out for
unforeseen reasons, the mitigation will be performed at the same sites but by the client.
The road crossings that impact greater than 1501f or 1/3 acre of Neuse River Riparian Buffer include
Crossings 1, 8 & 9. Impacts total 1.177 acres (Zone 1) and 0.278 acres (Zone 2). Therefore mitigation
required due to impacts total 3.948 acres. Our client proposes a donation of land (on-site) to mitigate for
these impacts (as per the site meeting held with DWQ and S&EC, Inc. personnel) or by performing the.
work himself on-.site as described in the paragraph above.
Included are: (1) a completed Pre-Construction Notification Application, (2) Agent Authorization Form,
(3) USGS Site Vicinity Map, (3) Construction Plans, (4) Justification Letter, (5) Wetland Delineation
Forms and (6) a check for $475.00 to cover the DWQ permit application fee.
Please call if you have questions or require further information. Please contact S&EC, Inc. if you choose
to visit the site so that someone may accompany you.
Sincerely,
Kevin Martin,
President
Wetland Delineation/Permitting/Mitigation Soil/Site Evaluations On-Site Septic Systems . Environmental Assessments/Audits
Neuse Basin and Watershed Buffer Evaluations Groundwater Hydrology Endangered Species
Branch Office: 25 North College Avenue Newton, NC 28658 • Phone: [phone] • Fax: [phone]
S&EC, Inc. Project # 559
xI 11/7/99 99124 1
DWQ ID: Corps Action ID:
Nationwide Permit Requested (Provide Nationwide Permit #): 13 & 14 C? 1
Pre-Construction Notification Application
For Nationwide Permits that Require:
1) Notification to the Corps of Engineers
2) Application for Section 401 Certification
3) Coordination with the NC Division of Coastal Management
\O\

Send the original and (1) copy of this completed form to the appropriate field office of the Cb(e® Engineers (see
agency addresses sheet). Seven (7) copies should be sent to the NC Division of Environmental 'Management (see
agency addresses sheet). PLEASE PRINT.
1. Owner's Name: TOWN OF WAKE FOREST c/o MR. MARK S. WILLIAMS
2. Mailing Address: 401 ELM AVENUE
Subdivision Name: N/A
City: WAKE FOREST State: NC Zip Code: 27587
Project location address, including subdivision name (if different from mailing address above):
The proposed Wake Forest Thoroughfare Plan is located southeast of Wake Forest in the vicinity of the existing
Forestville Road (SR 2049) and Rogers Road (SR2052), Wake Forest, Wake County, North Carolina (see attached
USGS site vicinity map)(UTM Coordinates; Zone 17, 3981000 N, 0724500 E).
3) Telephone Number (Home): N/A (Work): 919-554-6190
4) If applicable, agent's name or responsible corporate official, address, phone number:
Soil & Environmental Consultants, Inc. Phone: [phone]
244 W. Millbrook Road
Raleigh, NC 27609
5. Location of work (provide a map, preferable a copy of USGS topographic map or aerial photograph with
scale):
County: Wake Nearest town or city: Wake Forest
Specific Location (include road numbers, landmarks, etc.): see Question #2
6. Impacted or nearest stream/river: Smith Creek and its unnamed tributary streams
River Basin: NEUSE RIVE BASIN
7a. Is project located near water classified as trout, tidal saltwater (SA), high quality waters (HQW), outstanding
resource waters (ORW), water supply (WS-I or WS-II)? YES ( ) NO (X) If yes, explain:
Proposed impacts will occur to Smith Creek and its tributary streams. This section of Smith Creek is
classified as "C NSW'. Construction of the proposed road extensions will comply with the Water Quality
Standards for "C NSW" waters.
S&EC, Inc. Project # 559
11/7/99
7b. Is the project located within a North Carolina division of coastal management area of environmental
concern (AEC)? YES ( ) NO (X)
7c. If the project is located within a coastal county (see page 7 for list of coastal counties), what is the land use
plan (LUP) designation? N/A
8a. Have any Section 404 permits been previously requested for use on this property? YES ( ) NO (X)
If yes, provide Action ID number of previous permit and any additional information (including photocopy of
401 certification).
8b. Are additional permit requests expected for this property in the future?
YES ( ) NO (X) If yes, describe anticipated work: No additional permits are expected.
9a. Estimated total number of acres in tract of land: N/A
9b. Estimated total number or acres of wetlands located on project site: + 2 acres (Waters of US & wetlands)
10a. Number of acres of wetlands impacted by the proposed project by:
NWP13*&14
Filling: 0.222
0.22
0.374
ROGERS ROAD EXTENSION
FRANKLIN STREET EXTENSION
FORESTVILLE ROAD EXTENSION
Total: 0.816 (Waters of US & wetlands)
*rip-rap velocity dissipater
IOb. (1) Stream channel to be impacted by the proposed project (if relocated, provide distance both before and
after relocation):
ROGERS ROAD EXTENSION (IMPORTANT STEAM ROPACTS; NWP 14 ONLY)
Length before: 81' (CROSSING 1); 437' (CROSSING 8); 266' (CROSSING 9)
After: n/a
Width Before (based on normal high water contours):
5' (CROSSING 1); 7' (CROSSING 8); 4' (CROSING 9).
Width After: n/a
Average depth before: ±1-2ft. After: n/a
FRANKLIN STREET EXTENSION (HPORTANT STEAM IMPACTS; NWP 14 ONLY)
Length before: 85' (CROSSING 6); 122' (CROSSING 7)
After: n/a
Width Before (based on normal high water contours): 4' (CROSSING 6); 4' (CROSSING 7)
Width After: n/a
Average depth before: ±0.5 - 1 ft. After: n/a
FORESTVILLE ROAD EXTENSION (IMPORTANT STEAM IMPACTS; NWP 14 ONLY)
Length before: 140' (CROSSING 2); 0' (CROSSING 3); 73' (CROSSING 4); 126' (CROSSING 5)
After: n/a
Width Before (based on normal high water contours):
20' (CROSSING 2); 3' (CROSSING 3); 3' (CROSSING 4); 3' (CROSSING 5)
Width After: n/a
Average depth before: +1-2ft. (CROSSING 2); < 1 ft. (CROSSINGS 3, 4 & 5)
After: n/a
** SEE IMPACT MAPS FOR DETAILS AND NWP 13 IMPACTS (RIP-RAP DISSIPATORS)
S&EC, Inc. Project # 559
11/7/99
(2) Stream channel impacts will result from: (check all that apply)
Open channel relocation: n/a Placement of pipe in channel: X (NW 14)
Channel Excavation: n/a Construction of a Dam/Flooding: n/a
Other: X; rip-rap dissipaters (NW13)
11. If construction of a pond is proposed, what is the size of the watershed draining into the pond? N/A
What is the expected pond surface area? N/A
12. Description of proposed work including discussion of type of mechanical equipment to be used (attach plans
8 1/2" x 11" drawings only):
Placement of culvert and fill within jurisdictional waters for the construction of the proposed road
extensions. Mechanical equipment will include heavy machinery necessary to complete the above
mentioned activity.
13. Purpose of proposed work: To construct the proposed road extensions.
14. State reasons why it is believed that this activity must be carried out in wetlands (include
any measures taken to minimize wetland impacts):
** SEE ATTACHED JUSTIFICATION LETTER FROM CAVANAUGH & ASSOCIATES, 10/4/99
14. You are required to contact the U.S. Fish and Wildlife Service (USFWS) and/or National Marine Fisheries
Service (NUTS) (see agency addresses sheet) regarding the presence of any federally listed or proposed for
listing endangered or threatened species or critical habitat in the permit area that may be affected by the
proposed project. Date contacted: (attach responses from these agencies).
N/A (to be completed by the Corps)
16. You. are required to contact the state historic preservation officer (SHPO) (see agency address sheet)
regarding the presence of historic properties in the permit area which may be affected by the proposed
project. Date contacted: N/A (to be completed by the Corps)
17. Does the project involve an expenditure of public funds or the use of public (state) land?
YES ( ) NO (X) If no, go to 18.
a. If yes, does the project require preparation of an environmental document pursuant to the
requirements of the North Carolina Environmental Policy Act? YES ( ) NO ( )
b. If yes, has the document been reviewed through the North Carolina Department of Administration
State Clearinghouse? YES ( ) NO ( )
If answers to 17b is YES, then submit appropriate documentation from the state clearinghouse to division of
environmental management regarding compliance with the North Carolina Environmental Policy Act.
Questions regarding the State Clearinghouse review process should be directed to Ms. Chrys Baggett, Director State
Clearinghouse, North Carolina Department of Administration, 116 West Jones Street, Raleigh, North Carolina 27603-
8003, telephone [phone].
18. The following items should be included with this application if proposed activity involves the discharge of
excavated or fill material into wetlands:
a. Wetland delineation map showing all wetlands, streams, lakes and ponds on the property (for Nationwide Permit
numbers 14, 18, 21, 26, 29 and 38). All streams (intermittent and permanent) on the property must be shown on
the map. Map scales should be I inch equals 50 feet or I inch equals 100 feet or their equivalent.
S&EC, Inc. Project # 559
11/7/99
b. If available, representative photograph of wetlands to be impacted by project.
C. If delineation was performed by a consultant, include all data sheets relevant to the placement of the delineation
line.
d. Attach a copy of the stormwater management plan, if required.
C. What is land used of surrounding property? Residential & Wooded
f. If applicable, what is proposed method of sewage disposal? N/A
g. Signed and dated agent authorization letter, if applicable.
NOTE: Wetlands or Waters of the U.S. may not be impacted prior to:
1. Issuance of a Section 404 Corps of Engineers Permit,
2. Either the issuance or waiver of a 401 Division of Environmental Management (Water Quality) certification, and
3. (in the twenty coastal counties only) A letter from the North Carolina Division of Coastal Management stating
the proposed ac 'vity is consistent with the North Carolina Coastal Management program.
1
Agent's Signature Date
(Agent' )signature valid only if Agent Authorization Letter from the owner is provided (18 g.))
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Soil & Environmental Consultants, Inc
244 West Millbrook Road ¦ Raleigh, North Carolina 27609 ¦ [phone] ¦ Fax [phone](
AGENT AUTHORIZATION FORM
Name: U rJ f= fg fi rw i Cn 1 ss?z L
Address: U V_ A) 101 Ye
Phone: ? S
Project Name/ Description:
Date: (?) - 1-+ -V
The Department of the Army
U.S. Army Corps of Engineers, Wilmington District
P.O. Box
Wilmington, NC 28402
Attn:
Field Office: T?' C_
Re: Wetlands Related Consulting and Permitting
To Whom It May Concern:
Ft?JNr_u.v 5'T G- AJEWs "
I, the current properly owner, hereby designate and authorize Soil & Environmental Consultants, Inc. 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 day of
T1us 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.
A,Proper0wnees LLr,?1m?'
Pr t Name
cc: Mr. Jolu1 Dorney
NCDEH & NR - DWQ,
4401 Reedy Creek Road
Raleigh, NC 27607
Water Quality Planning
?>Z sT??czE )e &nWAAs/
/II?M A 32S A E XIFNSI V.)
perty Owners Signature
cc: Mr. Kevin Martin
Soil & Environmental Consultants, Inc.
agentIrm
Soil/Sits 3 Mapping and Physical Analysis M Wetlands Mapping and Mitigation 2 Em-ironmental Al"
Can-Site Waste Treatment SVSten7s, ["valuation and Design
All Blanks To Be Filled In By The Current Landowner
= PROPOSED ROAD EXTENSIONS
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Delineation Performed by: Soil & Environmental Consultants, Inc.
244 West Millbrook Road 231 16th Avenue NE
Raleigh, NC 27609 Hickory, NC 28601
Phone: [phone] Phone: [phone]
DATA FORM
ROUTINE WETLAND DETERMINATION
(1987 COE Wetlands Delineation Manual)
Project/Site: Proposed Road Extensions / 559 Date: 7/9/99
Applicant/Owner: Town of Wake Forest County: Wake
Investigator: Bob Zarzecki State: North Carolina
Do normal circumstances exist on the site?
Is the site significantly disturbed
(A typical situation)?
Is the area a potential problem area?
(If needed, explain on reverse.)
VEGETATION
Dominant Plant Species Stratum Indicator
1. Pinus taeda tree FAC
2. Liriodendron tulip. tree FAC
3. Acer rubrum tree FAC
4. Smilax rotundifolia vine FAC
5. Quercus alba tree FACU
6. Quercus rubra tree FACU
7. Polystichunt acros. herb. FAC
8. Lonicera japonica vine FAC-
Yes No Community ID: Mesic Mixed
Forest / Cut-over / Fallow Land
Yes No Transit ID:
Yes . No Plot ID: Upland Areas
Dominant Plant Species Stratum Indicator
9. Ilex opaca tree FAC-
10. Corpus jlorida tree FACU
11.
13,
14.
15.
16.
Percent of dominant species that are OBL, FACW or FAC (excluding FAC-): 50%
Remarks:
* Schafale & Weakley, 1990
HYDROI, OGY
Recorded Data (describe in remarks)
Stream, Lake or Tide Gauge
Aerial Photographs
_ Other
X No Recorded Data Available
Field Observations:
Depth of Surface Water: 0 _ (in.)
Depth to Free Water in Pit: >12_ (in.)
Depth to Saturated Soil: >12_ (in.)
Wetland Hydrology Indicators:
Primary Indicators:
Inundated
Saturated in Upper 12 Inches
Water Marks
Drift Lines
Sediment Deposits
Drainage Patterns in Wetlands
Secondary indicators: (2 or more required)
Oxidized Root Channels in
Upper 12 Inches
Water-Stained Leaves
Local Soil Survey Data
FAC Neutral Test
Other (explain in remarks)
Remarks:
11 11 J.L. L--

Project # 99-4716up
SOILS
Map Unit Name
(Series and Phase): Wedowee sandy loam
Taxonomy (Subgroup): Typic Kanhapludults
Drainage Class: well-drained
Field Observations
Confirm Mapped Type? Yes No
Profile Description:
Depth
(ins.) Horizon
0-7 Ap
7 - 12 B21t
Matrix Color Mottle Colors Mottle
(Munsell Moist) (Munsell Moist) Abundance/Contrast
10 YR 5/3 N/A N/A
7.5 YR 5/6 N/A N/A

Hyddc Soil Indicators:
Histosol
Histic Epipedon
Sulfidic Odor
Aquic Moisture Regime
Reducing Conditions
Gleyed or Low-Chroma Colors
Texture. Concretions,
Structure etc.
sandy loam
clay loam
Concretions
High Organic Content in Surface Layer in Sandy Soil
Organic Streaking in Sandy Soils
Listed on Local Hydric Soils List
Listed on National Hydric Soils List
Other (explain in remarks)
Remarks:
* USDA Soil Survey
Wetland Aetermination
(circle yes or no)
Hydrophytic Vegetation Present? Yes No
Wetland Hydrology Present? Yes No
Hydric Soils Present? Yes No
Is This Sampling Point within a Wetland? Yes No
Remarks:
1 A /1 J.L. L-.Y

Delineation Performed by: Soil & Environmental Consultants, Inc.
244 West Millbrook Road 231 16th Avenue NE
Raleigh, NC 27609 Hickory, NC 28601
Phone: [phone] Phone: [phone]
DATA FORM
ROUTINE WETLAND DETERMINATION
(1987 COE Wetlands Delineation Manual)
Project/Site: Proposed Road Extensions / 559 Date: 10/9/99
Applicant/Owner: Town of Wake Forest County: Wake
Investigator: Bob Zarzecki State: North Carolina
Do normal circumstances exist on the site? Yes Community ID: Basic Mesic Forest
Is the site significantly disturbed (Piedmont subtype)
(Atypical situation)? No Transit ID: Impact 1 / Rogers Road
is the area a potential problem area? No Plot ID: wetland
(If needed, explain on reverse.)
VEGETATION
Dominant Plant Species Stratum Indicator Dominant Plant Species Stratum Indicator
1. Liquidambar sty. tree FAC+ 9. Betula nigra tree FACW
2. Liriodendron tulip. tree FAC 10. Arundinaria gigant. herb. FACW
3. Acer rubrum tree FAC 11. Salix nigra tree OBL
4. Smilax rotundifolia vine FAC 12. Sambucus canadense shrub FACW-
5. Carpinus caroliniana tree FAC 13. Juncus effusus herb. FACW+
6. Pinus taeda tree FAC 14. Platanus occidentalis tree FACW-
7. Boehmeria cylindrica herb. FACW+ 15. Ilex opaca tree FAC
8. Microstegium vimineum herb FAC+ 16. Liqustrum sinense shrub FAC
Percent of dominant species that are OBL, FACW or FAC (excluding FAC-): 100%
Remarks:
* community types taken from `Schafale & Weakley 1990'
HYDROLOGY
Recorded Data (describe in remarks)
Stream, Lake or Tide Gauge
Aerial Photographs
Other
X No Recorded Data Available
Field Observations:
Depth of Surface Water:
Depth to Free Water in Pit:
Depth to Saturated Soil
-0-6 _ (in.)
0 - < 12 (in.)
0 - < 12 (in.)
Remarks:
Wetland Hydrology Indicators:
_ Primary Indicators:
Inundated
Saturated in Upper 12 Inches
Water Marks
Drift Lines
Sediment Deposits
_X Drainage Patterns in Wetlands
Seconda ry Indicators: (2 or more required)
X Oxidized Root Channels in
Upper 12 Inches
X _ Water-Stained Leaves
Local Soil Survey Data
X _ FAC Neutral Test
Other (explain in remarks)
%.1. J-L- L---
C } A
Project # 559Awf
SOILS
Map Unit Name
(Series and Phase): Wehadkee silt loam
Taxonomy (Subgroup): Typic Fluvaquent
Drainage Class: poorly drained
Field Observations
Confirm Mapped Type? No
Profile Description:
Depth
(ins.) Horizon
0-7 A
7 - 12 Bg1
Matrix Color
(Munsell Moist)
10 YR 4/3
2.5 YR 6/2
Mottle Colors
(Munsell Moist)
N/A
10 YR 5/4
Mottle
Abundance/Contrast
N/A
many/distinct
Texture, Concretions,
Structure etc.
loam
loam
Hydric Soil Indicators:
Histosol
Histic Epipedon
Sulfidic Odor
Aquic Moisture Regime
X Reducing Conditions
X Gleyed or Low-Chroma Colors
Concretions
High Organic Content in Surface Layer in Sandy Soil
Organic Streaking in Sandy Soils
X Listed on Local Hydric Soils List
X_ Listed on National Hydric Soils List
Other (explain in remarks)
Remarks:
* USDA Soil Survey
Wetland Determination
(yes or no)
Hydrophytic Vegetation Present? Yes
Wetland Hydrology Present? Yes
Hydric Soils Present? Yes
Is This Sampling Point within a Wetland? Yes
Remarks:
%All J-1_ L_-
{ It v
Delineation Performed by: Soil & Environmental Consultants, Inc.
244 West Millbrook Road 231 16th Avenue NE
Raleigh, NC 27609 Hickory, NC 28601
Phone: [phone] Phone: [phone]
DATA FORM
ROUTINE WETLAND DETERMINATION
(1987 COE Wetlands Delineation Manual)
Project/Site: Proposed Road Extensions / 559 Date: 10/9/99
Applicant/Owner: Town of Wake Forest County: Wake
Investigator: Bob Zarzecki State: North Carolina
Do normal circumstances exist on the site? Yes Community ID: Basic Mesic Forest
Is the site significantly disturbed (Piedmont subtype)
(Atypical situation)? No Transit ID: Impact 3 ! Forestville Road
Is the area a potential problem area? No Plot ID: wetland
(If needed, explain on reverse.)
VEGETATION
Dominant Plant Species Stratum Indicator Dominant Plant Species Stratum Indicator
1. Liquidambar sty. tree FAC+ 9.
2. Liriodendron tulip. tree FAC 10.
3. Salix nigra tree OBL 11.
4. Smilax rotundifolia vine FAC 12.
5. Juncus effusus herb. FACW+ 13.
6. Arundinaria gigant. herb. FACW 14.
7. Boehmeria cylindrica herb. FACW+ 15.
8. Microstegium vimineum herb FAC+ 16.
Percent of dominant species that are OBL, FACW or FAC (excluding FAC-): 100%
Remarks:
* community types taken from `Schafale & Weakley 1990'
HYDROLOGY
Recorded Data (describe in remarks) Wetland Hydrology Indicators:
Stream, Lake or Tide Gauge Primary Indicators:
Aerial Photographs Inundated
Other Saturated in Upper 12 Inches
_X_ No Recorded Data Available Water Marks
Drift Lines
Field Observations: Sediment Deposits
_X Drainage Patterns in Wetlands
Depth of Surface Water: 0 - 6_ (in.) Second ary Indicators: (2 or more required)
X Oxidized Root Channels in
Depth to Free Water in Pit: 0 - < 12 (in.) Upper 12 Inches
X _ Water-Stained Leaves
Depth to Saturated Soil: 0 - < 12 (in.) Local Soil Survey Data
X _ FAC Neutral Test
Other (explain in remarks)
Remarks:
%All J.L- C__
J 'b V
SOILS
Map Unit Name
(Series and Phase): Wehadkee silt loam
Taxonomy (Subgroup): Typic Fluvaquent
Profile Description:
Project # 559Bwf
Drainage Class: poorly drained
Field Observations
Confirm Mapped Type? No
Depth . Matrix Color Mottle Colors Mottle Texture Concretions,
(ins.) Horizon (Munsell Moist) (Munsell Moist) Abundance/Contrast Structure etc.
0-7 A 10 YR 4/3 N/A N/A loam
7 - 12 Bgl 2.5 YR 6/2 10 YR 5/4 many/distinct loam
Hydric Soil Indicators:
Histosol
Histic Epipedon
Sulfidic Odor
Aquic Moisture Regime
_X_ Reducing Conditions
_X Gleyed or Low-Chroma Colors
Remarks:
* USDA Soil Survey
Concretions
High Organic Content in Surface Layer in Sandy Soil
Organic Streaking in Sandy Soils
X Listed on Local Hydric Soils List
X Listed on National Hydric Soils List
Other (explain in remarks)
Wetland Determination
(yes or no)
Hydrophytic Vegetation Present?
Wetland Hydrology Present?
Hydric Soils Present?
Is This Sampling Point within a Wetland?
Yes
Yes
Yes
Yes
Remarks:
44r,

October 4, 1999
Mr. Kevin Martin
SOIL & ENVIRONMENTAL CONSULTANTS
244 West Millbrook Road
Raleigh, North Carolina 27609
Re.: Ammons Development Roadway & Dam Design
C&A No.: WF9901
Dear Kevin:
G0°
CAVANAU G H
Solutions through integrity and partnership
I have reviewed the Corps and DWQ comments relative to the proposed alignments of
Rogers Rd., Forestville Rd. and Franklin St. Together with Stewart Engineering, we
would address the comments as follows:
Crossing #1
No Comment to Address.
Crossing #2 & Crossing #3
The roadway proposed roadway alignment attempts to make both Crossing #2
and Crossing #3 as perpendicular as possible. The alignment crosses the existing
dam and must turn to cross Smith Creek at Crossing:#2. With a design speed of
50 miles per hour, the minimum curve radius allowed is 955 ft. The proposed
alignment crosses the stream at the most logical point, the shortest distance
between two high points on either side of the creek. Various alignments were
reviewed using the minimum curve radius, however these alignments place the
roadway parallel to the creek for some distance or create a crossing less
perpendicular than the one proposed. Using a smaller curve radius than the 1500
ft. radius proposed places the roadway in a parallel path in the buffer of the
adjacent creek north of the crossing. The proposed alignment exacts the least
impact of the alternatives, and allows for the most perpendicular crossing of #2
and #3. The existing dam at Crossing 43 will be repaired and rebuilt in
accordance with N.C. Dam Safety laws.
/4 '1 Y
Mr. Kevin Martin
October 4, 1999
Page Two
Crossing #4
The crossing is perpendicular.
Crossing #5
No comment to address.
Crossing #6
The alignment is located as such in order to make the intersection of the two
proposed roads as perpendicular as possible. The minimum curve radius, 955 ft.,
is used immediately after the intersection to make the crossing. Alternative
alignments were reviewed, however they created significant impacts in Smith
Creek, and would not make Crossing #6 more perpendicular than proposed.
Crossing #7
This project causes no other impacts downstream of #7 or upstream of the farm
fields.
Crossing #8
The alignment of the road is dictated by the necessity to intersect the railroad and
the existing btidge at Smith Creek at proposed locations. NCDOT desired that the
alignment intersect the railroad at a tangent section with a tangent section.
Because the railroad has two reverse curves on the Ammons property, the only
tangent section available is the proposed point of intersection. Additionally, the
alignment must tie into the existing alignment of the Smith Creek bridge. The
curve immediately before the bridge utilizes the minimum curve radius, 955 ft.
The curve radius immediately before the crossing is 1100 ft., however a smaller
curve radius will force the alignment onto adjacent properties, which is
unacceptable. The profile of the road was also considered in reducing the stream
impact. The proposed road profile was determined by the need to create an
appropriate grade on Old Forestville Rd. at its intersection. Raising the profile of
the road in this area was necessary to provide an acceptable grade on the adjacent
road, and reduce significant construction impacts as well. Soil borings at the high
point immediately east of the stream crossing indicate rock strata immediately
below the ground surface. Raising the profile makes the road construction in the
area feasible. Alternative alignments were reviewed to determine if a more

Mr. Kevin Martin
October 4, 1999
Page Three
perpendicular crossing could be achieved, however such alignments cannot meet
the minimum curve radius requirements. The alignment is as perpendicular as
possible.
Crossing #9
The alignment of the road is determined by the necessity to intersect the railroad
and US-lA at the proposed locations. The railroad intersection location is
discussed in Crossing #8. The alignment must also intersect US-IA across from
the existing school drive. With a design speed of 50 miles per hour and a
minimum curve radius of 955 ft., the alignment cannot curve around the buffer
and make the perpendicular intersections required by NCDOT. The proposed
roadway will be an east/west corridor, and with the closing of existing Forestville
Rd. west of the railroad tracks, the intersection at US-IA will be the only
immediate and direct access coming from Wake Forest. The impact is
unavoidable.
It should be noted that the design speed has already been reduced from NCDOT's
requirements at the request of the Town. The design speed cannot be justifiably reduced
again to facilitate more perpendicular crossings.
Please don't hesitate to call me if you have any additional questions, or require any
additional information.
Sincerely,
CAVANAUGH & ASSOCIATES, P.A.
EJ
Bryn R. Odom, P.E. -
cc: Mr. Andy Ammons
Ms. Sepi Assefnia
\\SERVER I \RALS HAREM990 I \doc\km71299.doc

S&EC, Inc. Project. # 559
Soil & Environmental Consultants, Inc.
244 Wes[ Ivlil Carolina 27160' _ Phone: ((919) M? 5900 . Fax: (9!9 $16-9467
lbrooic Koad icaicigi,, i?uriii Caiuuuuvi -
Web Page: www.SandEC.com
Revised December 20, 1999
S&EC, Inc. Project # 559
Raleigh Regulatory Field Office - USACOE
Attn: Mr. Todd Tugwell
6508 Falls of the Neuse Rd., Suite 120
Raleigh, NC 27615
N.C. Division of Water Quality -DEHNR
Attn: Mr. John Dorney ' lw
4401 Reedy Creek Road
Raleigh, NC 27607
Dear Sirs. l I 1 I t
-4, 90 ?rol?°1
The purpose of this letter is to revise our previous permit application for the use of Nationwide
Permits 13 & 14 for the construction of the proposed Wake Forest Thoroughfare Plan as
per requests by the USACE. The proposed Wake Forest Thoroughfare Plan is located
southeast of Wake Forest in the vicinity of the existing Forestville Road (SR 2049) and Rogers
Road (SR2052), Wake Forest, Wake County, North Carolina (see attached USGS site vicinity
map)(UTM Coordinates; Zone 17, 3981000 N, 0724500 E). Proposed permanent impacts to
wetlands equals 0.968 acres while impacts to jurisdictional waters will total 0.254 acres.
Construction of the thoroughfare plan will comply with all of the general conditions stated
within Nationwide Permits 13, 14 & 26. We are also including all currently known impacts for
the Heritage Development Project as per the Corps request in these impact totals.
S&EC, Inc. believes that mitigation will be required for this project. The project's total
permanent impacts under Nationwide Permit # 13, 14 & 26 equal 0.968 acres (i.e., less than 1
acre to wetlands). So, no wetland mitigation will be required by DWQ criteria. Only two of
the nine crossings exceed 150 linear feet of important stream impacts. These are Crossing 8 at
464 if and Crossing 6 at 162 If Therefore, by DWQ criteria the total required stream
mitigation for the project should be 626 If With one exception our client proposes either
onsite stream mitigation or donation of land into the North Carolina Wetlands Restoration
Fund (WRP) to mitigate for these impacts (as per site meetings held with NCWRP and S&EC,
Inc. personnel) or if the donation process does not work out for unforeseen reasons, the
mitigation will be performed at the same sites but by the client. The exception is for any
potential mitigation construction of the pond at golf hole # 12. This is an existing pond that
was breached more than 2 years ago which contains 17750 ft2 of wetland. Farther downstream
is a pond that could be reconstructed utilizing Nationwide Permit 3. Our client proposes not
reconstruct the downstream pond and allow the 21390 ft2 of wetlands to remain in order to
mitigate for adverse impacts due to reconstruction of the pond at Hole #12..
The road crossings that impact greater than 150 if or 1/3 acre of Neuse River Riparian Buffer
include Crossings 1, 8 & 9. Impacts total 1.177 acres (Zone 1) and 0 278 acres (Zone 2)
'Therefore mitigation required due to impacts total 3.948 acres. Our client proposes a donation
Wetland Delineaition;Permitting/Mitigation Soil/Site Evaluations On-Site Septic Systems Environmental Assessments/Audits
Neuse Basin and Watershed Buffer Evaluations Groundwater Hydrology Endangered Species
Branch Olti(o. ?ti Norih College Avenue • Newton, NC 28659 • Phone: [phone],4H • Fax: [phone]

S&EC, Inc. Project # 559
of land (on-site) to mitigate for these impacts (as per the site meeting held with DWQ and
S&EC, Inc. personnel) or by performing the work himself on-site as described in the paragraph
above.
Included are: (1) a completed Pre-Construction Notification Application, (2) Agent
Authorization Form from the Heritage Developer, (3) USGS Site Vicinity Map, (4)
Construction Plans, the check for $475.00 to cover the DWQ permit application fee was
previously submitted with our initial application.
Please call if you have questions or require further information. Please contact S&EC, Inc. if
you choose to visit the site so that someone may accompany you. S&EC has been
coordinating this project for over 1.5 years with DWQ and the Corps in order to develop a
plan that minimizes and avoids wetland impacts to the greatest extent practical.
Sincerely,
Kevin Martin,
President