19990702 Ver 1_COMPLETE FILE_19990621

State of North Carolina
Department of Environment
and Natural Resources
Division of Water Quality
James B. Hunt, Jr., Governor
Wayne McDevitt, Secretary
Kerr T. Stevens, Director
ikF?WAA
NC ENR
NORTH CAROLINA DEPARTMENT OF
ENVIRONMENT AND NATURAL RESOURCES
July 28, 1999
Wake County
WQC 401 Project #990650
APPROVAL of 401 Water Quality Certification and Neuse River Buffer Rules
Mr. L.W. Bennett, Jr.
Town Manager
Town of Fuquay-Varina
1300 East Academy St.
Fuquay - Varina, N.C. 27526
Dear Mr. Bennett:
You have our approval, in accordance with the attached conditions, to place fill material in 1.038 acres of wetlands
or waters for the purpose of constructing the Fuquay - Varina 16 "Forcemain Sanitary Sewer as you described in your
application dated 20 June 1999. After reviewing your application, we have decided that this fill is covered by General
Water Quality Certification Numbers 3101 and 3108. These Certifications allow you to use Nation%yide Permit Numbers
12 and 26 when the Corps of Engineers issues these. This approval is also valid for the Neuse River buffer rules (15A
NCAC 2B .0233). In addition, you should get any other federal, state or local permits before you go ahead with your
project including (but not limited to) Sediment and Erosion Control, Coastal Stormwater, Non-Discharge and Water
Supply Watershed regulations. Also this approval will expire when the accompanying 404 or CAMA permit expires
unless otherwise specified in the General Certification.
This approval is only valid for the purpose and design that you described in your application. If you change your
project, you must notify us and send us a new application. If the property is sold, the new owner must be given a copy of
this Certification and approval letter and is thereby responsible for complying with all conditions. This approval shall
expire when the corresponding Nationwide Permit expires or as otherwise provided in the General Certification. If total
wetland fills for this project (now or in the future) exceed one acre, compensatory mitigation may be required as described
in 15A NCAC 2H .0506 (h). For this approval to be valid, you must follow the conditions listed in the attached
certification.
If you do not accept any of the conditions of this certification, you may ask for an adjudicatory hearing. You must
act within 60 days of the date that you receive this letter. To ask for a hearing, send a written petition, which conforms to
Chapter 150B of the North Carolina General Statutes to the Office of Administrative Hearings, P.O. Box 27447, Raleigh,
N.C. 27611-7447. This certification and its conditions are final and binding unless you ask for a hearing.
This letter completes the review of the Division of Water Quality under Section 401 of the Clean Water Act. If you
have any questions, please telephone John Dorney at 919-733-1786.
Attachment
pSirel, T?'
tevens
cc: Wilmington District Corps of Engineers
Corps of Engineers Raleigh Field Office
Raleigh DWQ Regional Office
Mr. John Dorsey
Central Files
Bob Zartecki; Soil and Environmental Consultants
990650.1tr
Division of Water Quality
Environmental Sciences Branch
Non-Discharge Branch, 4401 Reedy Creek Rd., Raleigh, NC 27607 Telephone [phone] FAX [phone]
An Equal Opportunity Affirmative Action Employer - 50% recycled/10% post consumer paper
MEMORANDUM
TO: John Dorney Regional Contact: Charles Brown
Non-Discharge Branch WQ Supervisor: Ken Schuster
Date:
SUBJECT: WETLAND STAFF REPORT AND RECOMMENDATIONS
Facility Name Town of Fuquay Varina Gravity Sanitary Sewer
Project Number 99 0702
Recvd From APP
Received Date 6/23/99 Recvd By Region 7/14/99
Project Type sewer line
County Wake
County2
Region Raleigh
Certificates Stream Stream Impacts (ft.)
Permit Wetland Wetland Wetland Stream Class Acres Feet -
Type Type Impact Score Index Prim. Supp. Basin Req. Req. s -
12 O Y O N F- 27-43-15-8 I D NSW 30,403. 0.00 F-
Mitigation Wetland
MitigationType Type Acres Feet
Is Wetland Rating Sheet Attached? Q Y pO N Did you request more info? Q Y 0 N
Have Project Changes/Conditions Been Discussed With Applicant? Q Y 10 N
Is Mitigation required? Q Y * N Recommendation: QQ Issue O Issue/fond O Deny
Provided by Region: Latitude (ddmmss)
Longitude (ddmmss)
Comments:
Project rep newed by staff during field neuse buffer determination. The ILJect will have two
perpjndicul r crossings of 30 linear feet each on two different streams The pro-jest will have some
-o
Mm art to sections of zone 2 of the buffer which is allowable.
cc: Regional Office Page Number 1
Central Office
w ! .t
Raleigh, North Carolina 27609 • Phone: [phone]
Web Page: www.SandEC.com
June 20, 1999
S&EC, Inc. Project # 984156
Environmental Consultants,
Raleigh Regulatory Field Office
U.S. Army Corps of Engineers
Attn: Ms. Todd Tugwell
6508 Falls of the Neuse Rd, Suite 120
Raleigh, NC 27615
Dear Sirs:
N.C. Division of Water Quality - DEHNR
Attn: Mr. John Dorney
4401 Reedy Creek Road
Raleigh, NC 27607
The purpose of this letter is to request the use Nationwide Permits #12 & 26 for the construction of the
proposed Fuquay-Varina 16" Forcemain Sanitary Sewer. The proposed 16" Forcemain Sanitary Sewer
line starts at a proposed pump station site located approximately 800 feet east of NC55, approximately A
2000 feet south of NCSR 2765 and north of an unnamed intermittent stream. The line runs west along '04
the north side of the unnamed intermittent stream to NC55, heads north along the east side of NC55, N j`
moves northeast away from NC55 crossing over NC42 and US401, runs northeast along the north side o rC
US401, crosses Terrible Creek and connects to an existing man-hole approximately 120 feet north of ` `/?CJ
Terrible Creek (see attached USGS site vicinity map). The purpose of the proposed line is to connect the
proposed pump station to the existing Town of Fuquay-Varina Sanitary Sewer System.
Construction of the line will comply with the general conditions stated within Nationwide Permit #12 &
26. It is the understanding of S&EC, Inc. that notification to the NC Division of Water Quality for a Qcertification or compliance with the Neuse River Buffer rules (15A NCAC 2B .0233) is not currently
required if all of the general conditions of Nationwide Permit #12 are followed We have notified the
NCDWQ due to impacts proposed within Impact 2 where the use of Nationwide Permit # 26 is req
The construction of the line within this area will comply with all of the general conditions of NW12
except for crossing the stream perpendicular and impact closer than 10 feet (see details described within
the PCN). Placement of the line. within- this area was located from recommendations made by 1VIr. Steve
Mitchell of the NCDWQ. Please notify our officeif any changes to this interpretation occur.
We do not believe that any wetland mitigation will be required to perform the proposed activities. We do
not believe that any Neuse River Buffer mitigation will be required (since not mitigation is listed within
the current Neuse River Buffer regulations). If mitigation is required my client proposes payment into the
Wetland Restoration Fund.
Included are: (1) a completed Pre-Construction Notification Application, (2) Agent Authorization Form,
(3) USGS Site Vicinity Map, (4) Construction Plans (8 %x" x 11" and I V x 17'), and (5) Wetland
Delineation Forms.
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.
Smcerel ,
Biologist
Wetland Delineation/Permitting/Mitigation Soil/Site Evaluations On-Site Septic Systems Environmental A
Neuse Basin and Watershed Buffer Evaluations Groundwater Hydrology Endangered Species
Cm
VJ
N
Branch Office: 231 16th Avenue N.E. Hickory, North Carolina 28601 • Phone: [phone] Fax: [phone]
. •
FUQUARY-VARINA, PROPOSED 16" FORCEMAIN
S&EC, Inc. Project # 98-4156; 6/20/99
DWQ ID:
Corps Action ID:
Nationwide Permit Requested (Provide Nationwide Permit #): 12 R 26
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
Send the original and (1) copy of this completed form to the appropriate field office of the Corps of 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 FUQUAY VARINA
c/o MR L.W. BENNETT, JR. / TOWN MANAGER
2. Mailing Address: 1300 EAST ACADEMY STREET
Subdivision Name: N/A
City: FUQUAY VARINA State: NC Zip Code: 27526
Project location address, including subdivision name (if different from mailing address above): The proposed 16"
Forcemain Sanitary Sewer line starts at a proposed pump station site located approximately 800 feet
east of NC55, approximately 2000 feet south of NCSR 2765 and north of an unnamed intermittent
stream. The line runs west along the north side of the unnamed intermittent stream to NC55, heads
north along the east side of NC55, moves northeast away from NC55 crossing over NC42 and US401,
runs northeast along the north side of US401, crosses Terrible Creek and connects to an existing man-
hole approximately 120 feet north of Terrible Creek (see attached USGS site vicinity map).
3) Telephone Number (Home): N/A (Work): 919-828-0531
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: Fuquay-Varina
Specific Location (include road numbers, landmarks, etc.): (see question # 2)
6. Impacted or nearest stream/river: unnamed intermittent tributary stream of Black Creek;
unnamed intermittent stream of Terrible Creek and Terrible Creek (see attached USGS site
vicinity map)
River Basin: Neuse River Basin
7a. Is the project located near a 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: NO; the impacted streams are indicated as "intermittent streams" on the USGS topos;

FUQUARY-VARINA, PROPOSED 16" FORCEMAIN
S&EC, Inc. Project # 98-4156; 6/20/99
Black Creek (which will not be impacted by this project) and Terrible Creek are listed as "C NSW"
by DEHNR.
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:
9a. Estimated total number of acres in tract of land: + 18OMinear feet of line with a construction corridor of
20 to 30 feet = ? acres.
9b. Estimated total number or acres of wetlands located on project site: + 1 acre
10a. Number of acres of wetlands impacted by the proposed project by:
HAPACT 1 NW 12
IMPACT 3 NW 12
IMPACT 4 NW 12
IMPACT 2 NW26
Filling:
Flooding:
Drainage:
0.7 ACRES
0.002 ACRES 20 L.F. (INT. STREAM)
0.016 ACRES 20 L.F. (TERRIBLE CREEK)
0.32 ACREAS 145 L.F. (INT. STREAM)
Excavation: 0.718 (NW12) & 0.32 (NW26)
Other:
Total acres to be impacted: 1.038 (NW12 & 26)
Job. (1) Stream channel to be impacted by the proposed project (if relocated, provide distance both before and
after relocation):
Length before:
After:
Width Before:
Width After:
Average depth before
After:
IMPACT 2 (NW26)
1451.f.
145 11
3 ft.
3 ft.
1 ft.
1 ft.
IMPACT 3 (NW12)
201.f.
201.f.
4 ft.
4 ft.
1 ft.
1 ft.
IMPACT 4 (NW 12)
201.f.
201.f.
35 ft.
35 ft.
3 ft.
3 ft.
(2) Stream channel impacts will result from: (check all that apply)
Open channel relocation: Placement of pipe in channel:
Channel Excavation: X Construction of a Dam/Flooding: _
Other:
11. If construction of a pond is proposed, what is the size of the watershed draining to the pond? N/A
What is the expected pond surface area? N/A
I .
FUQUARY-VARINA, PROPOSED 16" FORCEMAIN
S&EC, Inc. Project # 98-4156; 6/20/99
12. Description of proposed work including discussion of type of mechanical equipment to be used (attach plans
8 1/2" x 11" drawings only): The construction of the 16" forcemain sanitary sewer will begin by
installing an 16" pipe along the proposed route between the proposed pump station and
existing man-hole (see attached USGS site vicinity map). The line will be connected to the
existing manhole. The installation of the proposed line will comply with all of the general
conditions stated within Nationwide Permit # 12, except in Impact 2 where the line will not
cross perpendicular to the intermittent stream and will be closer than 10 feet. Nationwide
Permit # 26 is proposed within this area.
13. Purpose of proposed work: To connect the proposed pump station site to the existing Town of
Fuquay Varina sanitary sewer system.
14. State reasons why it is believed that this activity must be carried out in wetlands (include any measures
taken to minimize wetland impacts): Impacts to wetlands and waters have been minimized to the
greatest extent practicable. A preliminary "walk-through" of sections of the line was
conducted with SBEC, Inc. and Mr. Steve Mitchell of the NCDWQ in an effort to position the
line in the most environmentally sensitive location. The forcemain will be kept to the
existing NCDOT r.o.w. except for the cross-country section between NC55 and US401. No
wetlands or streams will be impacted within this cross-country section of line.
The forcemain will comply with all of the general conditions of Nationwide Permit # 12
except within Impact 2. The stream channel within this area has been altered and currently
runs within an existing powerline r.o.w. on the east side of NC55. The line within this
section will comply with all of the general conditions of Nationwide Permit # 12 except for
crossing the creek perpendicular and running parallel within 10 feet. Therefore, this
section of the line will need to be permitted under Nationwide Permit # 26 and will comply
with all of the general conditions of that permit.
Neuse River Buffers - The proposed forcemain has been placed outside of the 50-foot
buffers were possible. The line will impact the buffers with stream crossings in Impacts 2,
3 Si 4. The line will impact small sections of Zone 2 of the buffers within Impacts 1 & 2. The
placement of the line within Impact 2 has been reviewed by Mr. Mitchell. As per Mr.
Mitchell's recommendations the line within this area will be kept to the existing maintain
powerline r.o.w., except for some minor impacts to adjacent vegetation required to
minimize direct impacts to the stream channel.
15. You are required to contact the U.S. Fish and Wildlife Service (USFWS) and/or National Marine Fisheries
Service (NMFS) (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 contacted by the
U.S. Corps of Engineers.)
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 contacted by the U.S. Corps of Engineers.)
17. Does the project involve an expenditure of public funds or the use of public (state) land?
YES (3) NO ( ) 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 (X)
b. If yes, has the document been reviewed through the North Carolina Department of Administration State
Clearinghouse? YES ( ) NO ( )
FUQUARY-VARINA, PROPOSED 16" FORCEMAIN
S&EC, Inc. Project # 984156; 6/20/99
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 1 inch equals 50 feet or 1 inch equals 100 feet or their equivalent.
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 stotmwater management plan, if required.
e. What is land use of surrounding properly? Commercial & Residential
f. If applicable, what is proposed method of sewage disposal? sanitary sewer
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 activity is consistent with the North Carolina Coastal Management program.
afore D e
[Agent's signature valid only if Agent Authorization Letter from the owner is provided (18 g.)]

Soil & Environmental Consultants, Inc.
'21H \\4 a N1illhio ok Roc.i l ¦ Raleigh, Neigh C:ttolina 27009 ¦ (919) 846-59(X) ¦ ('ax (919) M6 OitO '
AGEN'I' AUVI-IORIZATiON DORM
All Blanks To Be Filled In By The Current Landowner
Name:
Address:
Phone: __-,91-/?--z ?o
led,
Project Name/Description: .e?K????2.czti_ - ---
Date: 5! 9_ _ _ __. _ ..------------- - ---------
The Department of the Army
U.S. Army Corps of Engineers, Wilmington DistTlct
P_O. Box
Wilmington, NC 28402
Attn:
jf.__J'?C ?UKwI
Field Office:
Re: Wetlands Related Consulting and Permitting
To Whom It May Concern:
1, the current ro ert 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
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.
Print Property Owner's Name
cc: Mr. John Dorney
NCDEH & NR - DWQ, Water Quality Planning
4401 Reedy Creek Road
Raleigh, NC 27607
e
Proper Owner r
cc: Mr. Kevin Martin
Soil & Environmental Consultants, Inc-
agentIrm
Soil/Situ Evaluation 0 MapplIg and Physical Analysis ¦ \wrtlands mapping and Mitig:111on ¦ Enviconniental
r)n ?itc Waste "lreauncnt Svsic?nts, {:valuation and Design
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GENERAL NOTES
1. ALL CONSTRUCTION AND MATERIALS SHALL BE IN STRICT COMPLMNCE
MTH THE TOWN OE EWVAY-VARINA STANDARDS AND SPEC"'CAM1 S.
2. CONTRACTOR SHALL LOCATE ALL VTILMES PRIOR TO BEGINNING
CONSTRUCTION AND SHILL TAKE CARE TO PREVENT DAMAGE TO
EXISTING UTILITIES.
3. CONTRACTOR SHALL COMPLY WNH ALL CONDRIONS OF THE NCDOT
ENCROACHMENT AGREEMENT, INCLU .G TRAFFIC CONTROL. SIGNING AND
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PROPOSED 16° FORCEMAIN TOWN OF FUQUAY-VARINA ®?? CONSULTING ENGINEERS 1 0
STA. 195+00 TO STA. 198+49 LOCATION CARY. N.C. 919 467-9972
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 1
Project: Proposed Forcemain / Project # 98-4156
Applicant/Owner: Town of Fuquay-Varina
Investigator: Bob Zaraecki
Do normal circumstances exist on the site? Yes
Is the site significantly disturbed? No
(Atypical situation)
Is the area a potential problem area? No
(If needed, explain on reverse.)
ielineation Manual)
Date: 10/28/98
County: Wake
State: North Carolina
Community ID: Basic Mesic Forest
Piedmont Sub-type
Transit ID: wooded areas
Plot ID: upland areas
VEGETATION
Dominant Plant Species Stratum Indicator
1. Pinus taeda tree FAC
2. Quercus falcata tree FACU-
3. Quercus alba tree FACU+
4. Rubus argutus herb. FACU+
5. Smilax rotundifolia vine FAC
6. Liquidambar styraciflua tree FAC+
7. Acer rubrum tree FAC
8. Polystichum acrosti. herb. FAC
Dominant Plant Species
9. Asplenium platyneuron
10.
11.
12.
13.
14.
15.
16.
Stratum Indicator
herb. FACU
Percent of dominant species that are OBL, FACW or FAC (excluding FAC-): 67%
Remarks:
* community types (except "pine monoculture") 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: 0_ (in.)
Depth to Free Water in Pit: 12_ (in.)
Depth to Saturated Soil: 12_ (in.)
Wetland Hvdroloev 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:

Project # 98-4156upl
SOILS
Map Unit Name
(Series and Phase): Norfolk loamy sand
Taxonomy (Subgroup): Typic Paleudults
Drainage Class: well-drained
Field Observations
Confirm Mapped Type? Yes
Profile Description:
Depth
(ins.) Horizon
0-6 Ap
6-15 A2
Matrix Color Mottle Colors Mottle
(Munsell Moist) (Munsell Moist) Abundance/Contrast
2.5 Y 5/2
2.5 Y 6/4
Hydric Soil Indicators:
Histosol
Histic Epipedon
Sulfidic Odor
Aquic Moisture Regime
Reducing Conditions
Gleyed or Low-Chroma Colors
Texture, Concretions,
Structure etc.
loamy sand
loamy sand
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:
* local USDA Soil Survey referenced
Wetland Determination
(yes or no)
Hydrophytic Vegetation Present? Yes
Wetland Hydrology Present? No
Hydric Soils Present? No
Is This Sampling Point within a Wetland? No
Remarks:
31 1? I
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 I
Project: Proposed Forcemain / Project # 984156
Applicant/Owner: Town of Fuquay-Varina
Investigator: Bob Zarzecki
Do normal circumstances exist on the site? Yes
Is the site significantly disturbed? No
(Atypical situation)
Is the area a potential problem area? No
VEGETATION
Dominant Plant Species Stratum Indicator
1. Liquidambar styraciflua tree FAC+
2. Ilex opaca shrub FAC
3. Juncus effusus herb. FACW+
4. Liriodendron tulipifera tree FAC
5. Woodwardia areolata herb. OBL
6. Pinus taeda tree FAC
7. Acer rubrum tree FAC
8. Carex lurlda herb. OBL
lelineation Manual)
Date: 10/28/98
County: Wake
State: North Carolina
Community ID: Power-line R.O.W.
Transit ID: East side of NC55
Plot ID: wetland areas
Dominant Plant Species
9. Typha angustifolia
10. Osmunda cinnamomea
11.
12.
13.
14.
15.
16.
Stratum Indicator
herb. OBL
herb. FACW+
Percent of dominant species that are OBL, FACW or FAC (excluding FAC-): 100%
Remarks:
* community type not listed within `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: 0-6_ (in.)
Depth to Free Water in Pit: <12_ (in.)
Depth to Saturated Soil: <12_ (in.)
Wetland Hydrology Indicators:
Primary Indicators:
X_ Inundated
_X_ Saturated in Upper 12 Inches
Water Marks
Drift Lines
Sediment Deposits
_X_ Drainage Patterns in Wetlands
Seconda ry Indicators: (2 or more required)
Oxidized Root Channels in
Upper 12 Inches
Water-Stained Leaves
_X_ Local Soil Survey Data
FAC Neutral Test
Other (explain in remarks)
Remarks:
1 i l
Project # 98-4156wf1
SOILS
Map Unit Name
(Series and Phase): Wehadkee silt loam Drainage Class: Poorly
Field Observations
Taxonomy (Subgroup): Typic Fluvaquents Confirm Mapped Type? no
Profile Description:
Depth Matrix Color Mottle Colors Mottle Texture, Concretions,
(ins.) Horizon (Mansell Moist) (Mansell Moist) Abundance/Contrast Structure etc.
0-7 A IOYR 5/3 silt loam
7-12 BA IOYR 7/2 10 YR 4/3 many/distinct silty clay loam
Hydric Soil Indicators:
Histosol Concretions
Histic Epipedon High Organic Content in Surface Layer in Sandy Soil
Sulfidic Odor Organic Streaking in Sandy Soils
X_ Aquic Moisture Regime -X_ Listed on Local Hydric Soils List
_X_ Reducing Conditions X Listed on National Hydric Soils List
_X Gleyed or Low-Chroma Colors Other (explain in remarks)
Remarks:
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:
a r >
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: Proposed Forcemain / Project # 98-4156 Date: 10/28/98
Applicant/Owner: Town of Fuquay-Varina 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. Liquidambar sty. tree FAC+
2. Acer rubrum tree FAC
3. Pinus taeda tree FAC
4. Smilax rotun&folia vine FAC
5. Lonicera japonica vine FAC-
6. Ligustrum sinense shrub FAC
7. Microstegium vimineum herb. FAC+
8. Arundinaria gigantea herb. FACW
Yes No Community ID: Piedmont Alluvial
Forest
Yes No Transit ID:
Yes No Plot ID: Wetland Areas
Dominant Plant Species
9. Juncus effusus
10. Polystichum acros.
11.
12.
13.
14
15.
16.
Stratum Indicator
herb. FACW+
herb. FAC
Percent of dominant species that are OBL, FACW or FAC (excluding FAC-): 90%
Remarks:
* 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
0-12 (in.)
<12_ (in.)
Wetland Hydrology Indicators:
Primary Indicators:
X_ Inundated
X_ Saturated in Upper 12 Inches
Water Marks
X _ Drift Lines
Sediment Deposits
Drainage Patterns in Wetlands
Seconda ry Indicators: (2 or more required)
X Oxidized Root Channels in
Upper 12 Inches
Water-Stained Leaves
<12 (in.) Local Soil Survey Data
X FAC Neutral Test
Other (explain in remarks)
Remarks:
I- J r___
4 -1. V
Project # 98-4156wf2
SOILS
Map Unit Name
(Series and Phase): Wehadkee silt loam Drainage Class: poorly drained
Field Observations
Taxonomy (Subgroup): Typic Fluvaquent Confirm Mapped Type? Yes
Profile Description:
Depth Matrix Color Mottle Colors Mottle Texture, Concretions,
(ins. Horizon (Mansell Moist) (Mansell Moist) Abundance/Contrast Structure etc.
0-7 A 10 YR 4/3 N/A N/A loam
7-12 Bg1 2.5 YR 6/2 10 YR 5/4 many/distinct loam
Hydric Soil Indicators:
Histosol Concretions
Histic Epipedon High Organic Content in Surface Layer in Sandy Soil
Sulfidic Odor Organic Streaking in Sandy Soils
X Aquic Moisture Regime X Listed on Local Hydric Soils List
X Reducing Conditions X Listed on National Hydric Soils List
X Gleyed or Low-Chroma Colors Other (explain in remarks)
Remarks:
* USDA Soil Survey
Wetland Determination
(circle yes or no)
Hydrophytic Vegetation Present? Yes No
Is This Sampling Point Within a Wetland? Yes No
Wetland Hydrology Present? Yes No
Hydric Soils Present? Yes No
Remarks:

Raleigh, North Carolina 27609 • Phone: [phone]
Web Page: www.SandEC.com
Raleigh Regulatory Field Office N. C. Division of Water Quality - DEHNR
U.S. Army Corps of Engineers Attn: Mr. John Dorney
Attn: Ms. Todd Tugwell 4401 Reedy Creek Road
6508 Falls of the Neuse Rd, Suite 120 Raleigh, NC 27607 N
Raleigh, NC 27615 -W
Dear Sirs: 1AY1 cW
The purpose of this letter is to request the use Nationwide Permit #12 for the construction of the pro e-d °°
F uquay-Varina Gravity Sanitary Sewer. The proposed gravity sanitary sewer line starts at a propostV
forcemain along the north side of US401approximately 3,300 feet northeast of NC55, runs north cross
country along the east side of a pond and intermittent stream and connects to an existing man-hole located
on the south side of Terrible Creek east of NCSR 1404 (see attached USGS site vicinity map). The
purpose of the proposed line is to connect to the existing Town of Fuquay-Varina Sanitary Sewer System.
Construction of the line will comply with the general conditions stated within Nationwide Permit #12. We
have notified the NCDWQ due to minor impacts proposed to Zone 2 of the Neuse River 50-thot Buffers.
Since this is not a required notification under the 401-wetland review process, we believe that this
notification does not require a NCDWQ permit application fee. Mr. Steve Mitchell of the NCDWQ
has reviewed sections of the line.
We do not believe that any wetland mitigation will be required to perform the proposed activities. We do
not believe that any Neuse River Buffer mitigation will be required (since no parallel impacts to Zone 1
are proposed). If mitigation is required my client proposes payment into the Wetland Restoration Fund.
Included are: _(1) a completed Pre-Construction Notification Application, (2) Agent Authorization Form,
(3) USGS Site Vicinity Map, (4) Construction Plans (8 %2" x 11" and 11" x Ir), and (5) Wetland
Delineation Forms.
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,
Zarzecki,
Biologist
bz
Wetland Delineation/Permitting/Mitigation . Soil/Site Evaluations On-Site Septic Systems Environmental Assessments/Audits
Neuse Basin and Watershed Buffer Evaluations Groundwater Hydrology Endangered Species
Environmental Consultants %
Branch Office: 231 16th Avenue N.E. • Hickory, North Carolina 28601 • Phone: [phone] • Fax: [phone]
June 22, 1999
S&EC, Inc. Project #
t ?
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FUQUARY-VARINA, PROPOSED GRAVITY SANITAY SEWER LINE
S&EC, Inc. Project # 98-4156a; 6/22/99
DWQ ID:
Corps Action ID:
Nationwide Permit Requested (Provide Nationwide Permit #): 12
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
Send the original and (1) copy of this completed form to the appropriate field office of the Corps of Engineers (see
agency addresses sheet). Seven (7) copies should be sent to the NC Division of Environmental Management (see
agency addresses sheet). PLEASE PRINT.
Owner's Name: TOWN OF FUQUAY-VARINA
c/o MR. L.W. BENNETT, JR. / TOWN MANAGER
Mailing Address: 1300 EAST ACADEMY STREET
Subdivision Name: N/A
City: FUQUAY-VARINA State: NC Zip Code: 27526
Project location address, including subdivision name (if different from mailing address above): The proposed
gravity sanitary sewer line starts at a proposed forcemain along the north side of US401 approximately
3,300 feet northeast of NC55, runs north cross-country along the east side of pond and intermittent
stream and connects to an existing man-hole located on the south side of Terrible Creek east of NCSR
1404 (see attached USGS site vicinity map).
3) Telephone Number (Home): N/A (Work): 919-828-0531
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
Location of work (provide a map, preferable a copy of USGS topographic map or aerial photograph with
scale):
County: Wake Nearest town or city: Fuquay-Varina
Specific Location (include road numbers, landmarks, etc.): (see question # 2)
6. Impacted or nearest stream/river: unnamed intermittent tributary streams of Terrible Creek (see
attached USGS site vicinity map)
River Basin: Neuse River Basin
7a. Is the project located near a water classified as trout, tidal saltwater (SA), high quality waters (HQW),
outstanding resource waters (ORW), water supply (WS-1 or WS-II)? YES ( ) NO (X) If yes,
explain: NO; the impacted streams are indicated as "intermittent streams" on the USGS topo;
Terrible Creek is listed as "C NSW" by DEHNR.
7b. Is the project located within a North Carolina division of coastal management area of environmental
concern (AEC)? YES ( ) NO (X)

FUQUARY-VARINA, PROPOSED GRAVITY SANITAY SEWER LINE
S&EC, Inc. Project # 98-4156a; 6/22/99
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:
9a. Estimated total number of acres in tract of land: + 4000 linear feet of line with a construction corridor of
30 feet = - 2.75 acres.
9b. Estimated total number or acres of wetlands located on project site: < 0.5 acre
10a. Number of acres of wetlands impacted by the proposed project by:
Filling:
Flooding:
Drainage:
Excavation: 0.0035 (NW12)
Other:
Total acres to be impacted: 0.0035 (NW12)
10b. (1) Stream channel to be impacted by the proposed project (if relocated, provide distance both before and
after relocation):
Length before: 2 crossings (301.f. each) After: 30 11
Width Before: 2 crossings (1 A 3 ft. & 1 (g 2 ft.) Width After: 3 ft. & 2 ft.
Average depth before: < 0.5 ft. each After: < 0.5 ft. each
(2) Stream channel impacts will result from: (check all that apply)
Open channel relocation: Placement of pipe in channel:
Channel Excavation: X Construction of a Dam/Flooding:
Other:
11. If construction of a pond is proposed, what is the size of the watershed draining to 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): The construction of the gravity sanitary sewer will begin by
installing a gravity line along the proposed route between the proposed forcemain along
the north side of US401 and existing man-hole (see attached USGS site vicinity map). The
line will be connected to the existing manhole. The installation of the proposed line will
comply with all of the general conditions stated within Nationwide Permit # 12.
13. Purpose of proposed work: To connect the proposed forcemain to the existing Town of Fuquay-
Varina sanitary sewer system.
14. State reasons why it is believed that this activity must be carried out in wetlands (include any measures
taken to minimize wetland impacts): Impacts to wetlands and waters have been minimized to the
greatest extent practicable. A preliminary "walk-through" of sections of the line was
conducted with S&EC, Inc. and Mr. Steve Mitchell of the NCDWQ in an effort to position the
J
FUQUARY-VARINA, PROPOSED GRAVITY SANITAY SEWER LINE
S&EC, Inc. Project # 98-4156a; 6/22/99
line in the most environmentally sensitive location. The line will comply with all of the
general conditions of Nationwide Permit # 12.
Neuse River Buffers - The proposed gravity line has been placed outside of the 50-foot
buffers were possible. The line will impact the buffers with two perpendicular stream
crossings. The line will impact small sections of Zone 2 of the buffers (see construction
plans).
15. You are required to contact the U.S. Fish and Wildlife Service (USFWS) and/or National Marine Fisheries
Service (NMFS) (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 contacted by the
U_S. Corps of Engineers.)
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 contacted by the U.S. Corps of Engineers.)
17. Does the project involve an expenditure of public funds or the use of public (state) land?
YES (X) NO ( ) 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 (X)
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 Baggctt, 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 1 inch equals 50 feet or 1 inch equals 100 feet or their equivalent.
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.
e. What is land use of surrounding property? Wooded & Agricultural
f. If applicable, what is proposed method of sewage disposal? sanitary sewer
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 activity is consistent with the North Carolina Coastal Management program.
CEA;? s u Da
[Agent's signature valid only if Agent Authorization Letter from the owner is provided (18 g.)]
? ? Soil & EnviroiiYnental Consultants, I?
l?l•i \?<••,t ?trlll?rcx,k (Zc,ac1 ¦ IZalc•i};h, tiuttlt c::uc?lina 27CtOc) ¦ c?)l`)) ?, i(, ?`xX) ¦ Iax (`J1?) Hi (,
AGENT AUI'I-IORILA'I'ION FORM
All Blanks 'I'o Be Filled In By The Current Landowner
Name:
Address: --1_-
Phone: ?S?S 4 ----
Project Name/Description: c2 -=- -
c
Date: --- `'/9
The Department of the Army
U.S. Army Corps of En};inters, `/Viln ington District
P.O. Box
Wilmington, NC 28,102
Attn: ???1f~? / ---- -- --- -- _ .
Field Office: f??1 .J/? C _•?r`r? ! ------
Re: Wetlands Related Consulting and Permitting
To Whom It May Concern:
1, the current property ovmer, 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 3 day of
roc' / T
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.
-•??,,,i ?. IF Fv ?s?.? - ?/?'c"`ice'
Print Property Owner's Namc
cc: Mr. John Dorney
NCDEI-1 & NR - DWQ, Water Quality Planning;
4401 Reedy Creek Road
Raleigh, NC 27607
Property Owner's Signature
cc: Mr. Kevin Martin
Soil & Environmental Consultants, Inc.
agent.frm
rl a 1: '.tluatic?n Q Mal>I?ut}; and 1'11yst<:11 Analyst:: I \?, Hands Mal?(nin}; anti f?9itt};:rtic,n i I:nvu<,nntc ttta
and D(-• t};n
c )n `;tt W:tic Vic-11111(.111
FUQUAY_-VARINA QUADRANGLE
NORTH CAROLINA
7.5 MINUTE SERIES (TOPOGRAPHIC)
47130" 701 102 2070000 FEET 703 78,-45'
-- ?C
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UAY-VARINA NIT R EWER PR E T - \ '
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40'
UNE$AL NOTES
1 ALL CONS' RUCTION AND MATFRIAIS SHALL BE IN STRICT CUMPLIANCL
WIT T/ THE TOWN Of FLIOUAY- VARINA STANDARDS AND SPECIFICATIONS
2 CONTRACTOR SHALL LOCATE ALL UTILITIES PRIOR TO BEGINNING
CONSTRUCTION AND SHALL TAKC CARE TO PREVENT DAMAGE TO
EXISTING UTILITIES.
3 CONTRACTOR SHALL COMPLY WITH ALL CONDITIONS OF THE NCDOT
ENCROACHMENT AGREEMENT. INCLUDING TRAFFIC CONTROL. SIGNING AND
WORKING HOURS.
4. NO EXCAVATION SHALL BE LEFT OPCN OVERNIGHT

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JUN 1 1 1999
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NC ERAI NOTES Ah NO
111025
/F?Y r?//Y? /?i
__ ?I.YN.-_Y_Y_NS4? LEGEND
1. ALL CONSTRUCTION AND MATERIALS SHALL BE IN STRICT COMPLWJCC anw
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2. CONTRACTOR SHALL LOCATE ALL UTILITIES PRIOR TO BEGINNING
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EXISTING UTILITIES.
3. CONTRACTOR SHALL COMPLY WITH ALL CONDITIONS OF THE NCDOT
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WORKING HOURS.
4. NO EXCAVATION SHALL BE LEFT OPEN OVERNIGHT.
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EROSIO N CONTOL LEGEND
® SB-1 SEDIMENT BASIN W/ DESIGNATION
--- • TEMPORARY DIVERSION SWALE
TEMPORARY SILT FENCE
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-GENERAL. NOTES
I. ALL CONSTRUCTION AND MATERIALS SHALL BE IN STRICT COMPLIANCE
WITH THE TOWN Of FVOUAY-VARINA STANDARDS AND SPECIFICATIONS
2. CONTRACTOR SHALL LOCATE ALL UTILITIES PRIOR TO BEGINNING
CONSTRUCTION AND SIIALL TAKE CARE TO PREVENT DAMAGE TO
EXISTING UTILITIES.
3. CONTRACTOR SHALL COMPLY WITH ALL CONDITIONS OF THE NCDOT
ENCROACHMENT AGREEMENT. INCLUDING TRAFFIC CONTROL. SIGNING AND
WORKING HOURS.
4 NO EXCAVATION SHALL Of LEFT OPEN OVERNIGHT
EROSION_ CONTOL LEGEND
® SB - I SEDIM;_Nl BASIN W/ DESIGNATION
•-- •- -- TEMPORARY DIVERSION SWALE
TEMPORARY Sn_' FENCE
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244 \Vcst Ni lillhiook RO,id
Raleigh, N. (-. 2-/009
NORTH CAROLINA DEPARTMENT OF
ENVIRONMENT AND N_,':?TURAL RESOURCES
Novemher 17- 1998
i?' F_QIONAL OFFICE
It
WAYNE MCDEVITT
SECRETARY
subject: Neese River Basin
Riparian Buffer Rules
NBR-RRO 105
Drive to Site
Wake County
Dear 1\1 r_ Zarr.eck1:

On October 27- 1998, 1 met with you at the subject property to conduct a site visit for th<
above refcreuceel project. This project is referenced bar the Raleigh Regional Office as NBR RRO
105.
As a result of that site visit, it was determined that the feature present on the site become;
an intermittent stream approximately 36 feet south of Station Number 2075 and is subject t(
protection under the NCUSC River Nutrient Sensitive Waters Management Strategy; Protection ant
Maintenance of Existing Riparian Areas, Administrative Code T15A:02B.0233 (NCAC 0233).
Thank you for your attention to this matter and if this Office can be of any assistance or i
you have additional questions, please do not hesitate to contact us.
Sincerely,
W
N mfr Steve Mitchell
a^ Environmental Scientist
t; ?„ • cc: RItO/John Doyley
FlAneuse.buf\drivein.105
.. .,.ice.
r
3800 ©ARRFTT DRIVE, SUITE 101, RALEIGH, NORTH CAROLINA 27609
s?tE??y v? PHONE [phone] FAX [phone]
1
AN LQV AI. OPPORTUN ITY /AFf IRMATIVE ACTION LMPI.OYER - SO% REGYCLEO110q POST-CONSV ME.R PAPER

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: Proposed Gravity Sewer / Project # 98-4156 Date: 10/28/98
Applicant/Owner: Town of Fuquay-Varina 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? No Piedmont Subtype
(Atypical situation) Transit ID: wooded areas
Is the area a potential problem area? No Plot ID: upland areas
(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. Acer rubrum tree FAC 11.
4. Ilex opaca tree FAC 12.
5. Quercus rubra tree FACU 13.
6. Pinus taeda tree FAC 14.
7. Polystichum acros. herb. FAC 15.
8. Juniperus virginiana tree FACU- 16.
Percent of dominant species that are OBL, FACW or FAC (excluding FAC-): 75%
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: 0 (in.)
Depth to Free Water in Pit: > 12 (in.)
Depth to Saturated Soil: > 12 (in.)
Wetland Hvdroloav Indicators:
Primarv 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:

Project # 98-4156up2
SOILS
Map Unit Name
(Series and Phase): Appling gravelly sandy loam
Taxonomy (Subgroup): Typic Kanhapludults
Drainage Class: well-drained
Field Observations
Confirm Mapped Type? Yes No
Profile Description
Depth
(ins.) Horizon
0-8 Ap
8-11 A2
11 - 14 BI
Matrix Color Mottle Colors Mottle Texture, Concretions,
(Munsell Moist) (Munsell Moist) Abundance/Contrast Structure etc.
10 YR 5/2 N/A N/A gravelly sandy loam
10 YR 6/4 N/A N/A sandy loam
10 YR 5/6 N/A N/A sandy clay loam
Hydric Soil Indicators:
Histosol
Histic Epipedon
Sulfidic Odor
Aquic Moisture Regime
Reducing Conditions
Gleyed or Low-Chroma Colors
Remarks:
* local USDA Soil Survey referenced
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)
Wetland Determination
(yes or no)
Hydrophytic Vegetation Present? Yes
Wetland Hydrology Present? No
Hydric Soils Present? No
Is this sampling point within a wetland? No
Remarks:
14 ? Ir
Delineation Performed bv: 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: Proposed Gravity Sewer / Project # 98-4156 Date: 10/28/98
Applicant/Owner: Town of Fuquay-Varina County: Wake
Investigator: Bob Zarzecki State: North Carolina
Do normal circumstances exist on the site? Yes Community ID: clear-cut
Is the site significantly disturbed
(atypical situation)? No
Is the area a potential problem area? No Transit ID: upland areas
(If needed, explain on reverse.) Plot ID: upland areas
VEGETATION
Dominant Plant Species Stratum Indicator
1. Pinus taeda tree FAC
2. Quercus alba tree FACU
3. Liquidambar styraci. tree FAC+
4. Liriodendron tulip. tree FAC
5. Cornus florida shrub FACU
6. Polystichum acrosti. herb. FAC
7. Smilax rotundifolia vine FAC
8. Toxicodendron radi. vine FAC
Dominant Plant Species
9. Rubus argutus
10.
it.
12.
13.
14.
15.
16.
Stratum Indicator
vine FACU+
Percent of dominant species that are OBL, FACW or FAC (excluding FAC-): 55.6%
Remarks:
* community type 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: 0_ (in.)
Depth to Free Water in Pit: _>12_ (in.)
Depth to Saturated Soil: _>12_ (in.)
Wetland Hvdroloev Indicators:
Primarv 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:
r, W
SOILS
Map Unit Name
(Series and Phase): Norfolk loamy sand
Taxonomy (Subgroup): Typic Paleudults
Profile Description
Depth
(ins.) Horizon
0-6 Ap
6 - 15 A2
Project # 98-4156up3
Drainage Class: well-drained
Field Observations
Confirm Mapped Type? Yes
Matrix Color Mottle Colors Mottle
(Munsell Moist) (Munsell Moist) Abundance/Contrast
2.5 Y 5/2
2.5 Y 6/4
Texture, Concretions,
Structure etc.
loamy sand
loamy sand
Hydric Soil Indicators:
Histosol
Histic Epipedon
Sulfidic Odor
Aquic Moisture Regime
Reducing Conditions
Gleyed or Low-Chroma Colors
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:
* local USDA Soil Survey referenced
Wetland Determination
(yes or no)
Hydrophytic Vegetation Present? Yes
Wetland Hydrology Present? No
Hydric Soils Present? No
Is This Sampling Point within a Wetland? No
Remarks: