20070017 Ver 1_401 Application_20070107

200700 1 7
THE December 29, 2006
3034
W 0 OT E N
Ms. Amy Chapman
COMPANY Division of Water Quality
401/Wetlands Unit
E N G i N E E R i N G 1650 Mail Service Center
Raleigh, NC 27699-1650
P L A N N I N G
Re: Pre-Construction Notification Application
A R c H i T E c T u R E Terrington Pump Station and Force Main Project
Town of Cary, North Carolina
TWC No. 2664-I
Dear Ms. Chapman:
On behalf of the Town of Cary, please find enclosed, seven (7) copies of the following
items regarding the above referenced project for your review.
• Pre-Construction Notification Application
• USGS and SCS soils maps showing the location of project
• Applicable construction drawings (Sheets 1,2, 4-6 at reduced scale)
• Other appurtenant items to the Application (No Practical Alternative and
Wetland Determination Data Forms)
This project proposes to construct a new sanitary sewer pump station to serve a Swift
Creek tributary watershed. Along with the new pump station approximately 800 feet of
8" gravity sanitary and approximately 1,775 feet of 6" force main. To construct this
project as proposed, it is necessary to cross the waters of the United States/Waters of the
State in various locations as shown in the attached application package. No permanent
impacts are proposed for this project as no fill will be placed in waters of the United
States and the preconstruction grade (contours) of streams and wetlands will be
reestablished after disturbance.
The Wooten Company evaluated the wetland delineations in the field. Mr. Mike Horan
of the Division of Water Quality provided stream determination with a field visit of this
project. Please let us know if you have any questions or need any additional information.
Sincerely,
THE WOOTEN COMPANY
'!~ 1~
120 North Boylan Avenue W. Brian Johnson, P.E.
Raleigh NC 27603-1423 JAw ~ ~d07
Enclosures: As stated.
919.828.0531 cc: Mr. Ken Schuster, P.E. -Town of Ca `~~'~~` ~~'~~ ~'" 'K;i~t.~TY
rY ..~;~t~ ~ ~tp~~w~TER BRAN~w
fax [phone]

Office Use Only: Form Version March OS
200700 ~ 7
USAGE Action ID No. DWQ No.
(If any particular item is not applicable to this project, please enter "Not Applicable" or "N/A".)
I. Processing
3~3d
1. Check all of the approval(s) requested for this project:
® Section 404 Permit ® Riparian or Watershed Buffer Rules
^ Section 10 Permit ^ Isolated Wetland Permit from DWQ
® 401 Water Quality Certification ^ Express 401 Water Quality Certification
2. Nationwide, Regional or General Permit Number(s) Requested:
12
3. If this notification is solely a courtesy copy because written approval for the 401 Certification
is not required, check here:
4. If payment into the North Carolina Ecosystem Enhancement Program (NCEEP) is proposed
for mitigation of impacts, attach the acceptance letter from NCEEP, complete section VIII,
and check here: ^
If your project is located in any of North Carolina's twenty coastal counties (listed on page
4), and the project is within a North Carolina Division of Coastal Management Area of
Environmental Concern (see the top of page 2 for further details), check here: ^
II. Applicant Information
n ~~~aM~ p
1. Owner/Applicant Information ~~~ ~ W, 7_pC~7
Name: Tim Baffle P.E - Director o En ineerin
Mailing Address: Town o Cary - En ineerin De artment~°~~~-~r~ii~ ~ ~'~~ h„µ,~
~~ S P Wit.,. ~ __~,
PO Box 8005
Cary. NC 27512
Telephone Number: 919-469-4030 Fax Number: 919-460-4935
E-mail Address: tim. baileyna,townofca
2. Agent/Consultant Information (A signed and dated copy of the Agent Authorization letter
must be attached if the Agent has signatory authority for the owner/applicant.)
Name: W. Brian Johnson. P.E.
Company Affiliation: The Wooten Company
Mailing Address: 120 N. Boylan Ave.
Raleigh, NC 27603
Telephone Number: 919-828-0531 Fax Number: 919-834-3589
E-mail Address: biohnson(a,thewootencompany. com
Updated 11/1/2005
Page 5 of 13

III. Project Information
Attach a vicinity map clearly showing the location of the property with respect to local
landmarks such as towns, rivers, and roads. Also provide a detailed site plan showing property
boundaries and development plans in relation to surrounding properties. Both the vicinity map
and site plan must include a scale and north arrow. The specific footprints of all buildings,
impervious surfaces, or other facilities must be included. If possible, the maps and plans should
include the appropriate USGS Topographic Quad Map and NRCS Soil Survey with the property
boundaries outlined. Plan drawings, or other maps may be included at the applicant's discretion,
so long as the property is clearly defined. For administrative and distribution purposes, the
USACE requires information to be submitted on sheets no larger than 11 by 17-inch format;
however, DWQ may accept paperwork of any size. DWQ prefers full-size construction
drawings rather than a sequential sheet version of the full-size plans. If full-size plans are
reduced to a small scale such that the final version is illegible, the applicant will be informed that
the project has been placed on hold until decipherable maps are provided.
1. Name of project: Terrington Pump Station and Force Main
2. T.I.P. Project Number or State Project Number (NCDOT Only): N/A
3. Property Identification Number (Tax PIN): N/A (Linear Project in Town of Cary Easement
4. Location
County: Wake Nearest Town: Cary
Subdivision name (include phase/lot number): Terrington Cluster Subdivision
Directions to site (include road numbers/names, landmarks, etc.): From Raleigh take US 1
South and exit onto Walnut Street (SR 1313) toward Holl~Springs. Walnut Street becomes
Holly Springs Road (SR 1152) and after approximately 1. S miles, turn left onto Campbell
Road (SR 1383) and continue to Terrington Cluster Subdivision entrance.
5. Site coordinates (For linear projects, such as a road or utility line, attach a sheet that
separately lists the coordinates for each crossing of a distinct waterbody.)
Decimal Degrees (6 digits minimum): Stream 721, 313 °N 2, 076, 766 °W
Buffer Intrusion 1 721, 048 °N 2, 077, 037 °W
Buffer Intrusion 2 21, 698 °N 2, 075, 911 °W
6. Property size (acres): 2 acres (approximate total area disturbed for installation)
7. Name of nearest receiving body of water: Swift Creek
8. River Basin: Neuse
(Note -this must be one of North Carolina's seventeen designated major river basins. The
River Basin map is available at h~://h2o.enr.state.nc.us/admin/maps/.)
9. Describe the existing conditions on the site and general land use in the vicinity of the project
at the time of this application: Wooded suburban area.
Updated 11/1/2005
Page 6 of 13

10. Describe the overall project in detail, including the type of equipment to be used: The
project consists o a sanitary sewer pump station and approximately 1825 LF of 6" once
main. In addition to the pump station and force main, the project also consists of
approximately 800 LF o 8"gravity sewer. Equipment to be used includes trackhoe, rubber
tired backhoe, and hauling equipment.
11. Explain the purpose of the proposed work: Infrastructure improvements
IV. Prior Project History
If jurisdictional determinations and/or permits have been requested and/or obtained for this
project (including all prior phases of the same subdivision) in the past, please explain. Include
the USACE Action ID Number, DWQ Project Number, application date, and date permits and
certifications were issued or withdrawn. Provide photocopies of previously issued permits,
certifications or other useful information. Describe previously approved wetland, stream and
buffer impacts, along with associated mitigation (where applicable). If this is a NCDOT project,
list and describe permits issued for prior segments of the same T.I.P. project, along with
construction schedules.
DWQ: Mr. Todd Buckner of The Wooten Company met with Mr. Mike Horan in the field on
December 8, 2006 for a stream determination.
V. Future Project Plans
Are any future permit requests anticipated for this project? If so, describe the anticipated work,
and provide justification for the exclusion of this work from the current application.
None
VI. Proposed Impacts to Waters of the United States/Waters of the State
It is the applicant's (or agent's) responsibility to determine, delineate and map all impacts to
wetlands, open water, and stream channels associated with the project. Each impact must be
listed separately in the tables below (e.g., culvert installation should be listed separately from
riprap dissipater pads). Be sure to indicate if an impact is temporary. All proposed impacts,
permanent and temporary, must be listed, and must be labeled and clearly identifiable on an
accompanying site plan. All wetlands and waters, and all streams (intermittent and perennial)
should be shown on a delineation map, whether or not impacts are proposed to these systems.
Wetland and stream evaluation and delineation forms should be included as appropriate.
Photographs may be included at the applicant's discretion. If this proposed impact is strictly for
wetland or stream mitigation, list and describe the impact in Section VIII below. If additional
space is needed for listing or description, please attach a separate sheet.
Updated 11/1/2005
Page 7 of 13

1. Provide a written description of the proposed impacts: Wetlands, streams, and buffers will be
impacted within the construction corridor o the proposed force main. However, no fill will be
permanently placed in wetlands nor will any streams need to be relocated as a result of this
protect. Proposed permanent impacts to wetlands are calculated based on the conversion of
forested wetlands to herbaceous wetlands along a 10' maintenance corridor centered over the
force main. The construction corridors through the wetlands and at stream crossings have been
limited to 20'.
2. Individually list wetland impacts. Types of impacts include, but are not limited to
mechanized clearing, grading, fill, excavation, flooding, ditching/drainage, etc. For dams,
separately list impacts due to both structure and flooding.
Wetland Impact Type of Wetland Located within Distance to Area of
Site Number Type of Impact (e.g., forested, marsh, 100-year Nearest Impact
(indicate on map) herbaceous, bog, etc.) Floodplain Stream (acres)
( es/no (linear feet)
WI Temporary
Permanent (utility) Forested Yes 0 0.034
0.026

Total Wetland Impact (acres) Temporary 0.034
Permanent 0.026
3. List the total acreage (estimated) of all existing wetlands on the property: Linear Corridor -
Total wetland acreage (within construction corridor) equals total disturbed.
4. Individually list all intermittent and perennial stream impacts. Be sure to identify temporary
impacts. Stream impacts include, but are not limited to placement of fill or culverts, dam
construction, flooding, relocation, stabilization activities (e.g., cement walls, rip-rap, crib
walls, gabions, etc.), excavation, ditching/straightening, etc. If stream relocation is proposed,
plans and profiles showing the linear footprint for both the original and relocated streams
must be included. To calculate acreage, multiply length X width, then divide by 43,560.
Stream Impact
Number
(indicate on ma)
Stream Name
Type of Impact
Perennial or
Intermittent? Average
Stream Width
Before Im act Impact
Length
(linear feet) Area of
Impact
(acres)
1 UT to Swift Creek Utility Crossing Intermittent 9 20 0.069

Total Stream Impact (by length and acreage) 20 0.069
Updated 11/1/2005
Page 8 of 13

Individually list all open water impacts (including lakes, ponds, estuaries, sounds, Atlantic
Ocean and any other water of the U.S.). Open water impacts include, but are not limited to
fill, excavation, dredging, flooding, drainage, bulkheads, etc.
Open Water Impact
Site Number
(indicate on ma)
Name of Waterbody
(if applicable)
Type of Impact Type of Waterbody
(lake, pond, estuary, sound, bay,
ocean, etc.) Area of
Impact
(acres)
N/A

Total Open Water Impact (acres)
6. List the cumulative impact to all Waters of the U.S. resulting from the project:
Stream Impact (acres): 0.069
Wetland Impact (acres): Temp. 0.034 & Permanent 0.026 0.060**
Open Water Impact (acres): None
Total Impact to Waters of the U.S. (acres) None
Total Stream Impact (linear feet): 20
* * There are no permanent impacts other than the conversion of forested
wetlands to herbaceous wetlands within the 10' maintenance corridor centered
over the pipe alignment. No fill will be placed within jurisdictional wetlands.
7. Isolated Waters
Do any isolated waters exist on the property? ^ Yes ®No
Describe all impacts to isolated waters, and include the type of water (wetland or stream) and
the size of the proposed impact (acres or linear feet). Please note that this section only
applies to waters that have specifically been determined to be isolated by the USACE.
No impacts to isolated waters are proposed.
8. Pond Creation No ponds are to be created with this project or as a result of this project.
If construction of a pond is proposed, associated wetland and stream impacts should be
included above in the wetland and stream impact sections. Also, the proposed pond should
be described here and illustrated on any maps included with this application.
Pond to be created in (check all that apply): ^ uplands ^ stream ^ wetlands
Describe the method of construction (e.g., dam/embankment, excavation, installation of
draw-down valve or spillway, etc.):
Proposed use or purpose of pond (e.g., livestock watering, irrigation, aesthetic, trout pond,
local stormwater requirement, etc.):
Current land use in the vicinity of the pond:
Size of watershed draining to pond: Expected pond surface area:
VII. Impact Justification (Avoidance and Minimization)
Specifically describe measures taken to avoid the proposed impacts. It may be useful to provide
information related to site constraints such as topography, building ordinances, accessibility, and
financial viability of the project. The applicant may attach drawings of alternative, lower-impact
Updated 11/1/2005
Page 9 of 13

site layouts, and explain why these design options were not feasible. Also discuss how impacts
were minimized once the desired site plan was developed. If applicable, discuss construction
techniques to be followed during construction to reduce impacts.
The force main has been located to minimize the disturbance to wetlands, streams, and
riparian buffers. Where possible, the sewer was routed around the wetlands. The stream
crossin own the proiect is as close to 90 degrees as possible to minimize stream and buffer
impacts.
VIII. Mitigation
DWQ - In accordance with 15A NCAC 2H .0500, mitigation may be required by the NC
Division of Water Quality for projects involving greater than or equal to one acre of impacts to
freshwater wetlands or greater than or equal to 150 linear feet of total impacts to perennial
streams.
USACE - In accordance with the Final Notice of Issuance and Modification of Nationwide
Permits, published in the Federal Register on January 15, 2002, mitigation will be required when
necessary to ensure that adverse effects to the aquatic environment are minimal. Factors
including size and type of proposed impact and function and relative value of the impacted
aquatic resource will be considered in determining acceptability of appropriate and practicable
mitigation as proposed. Examples of mitigation that may be appropriate and practicable include,
but are not limited to: reducing the size of the project; establishing and maintaining wetland
and/or upland vegetated buffers to protect open waters such as streams; and replacing losses of
aquatic resource functions and values by creating, restoring, enhancing, or preserving similar
functions and values, preferable in the same watershed.
If mitigation is required for this project, a copy of the mitigation plan must be attached in order
for USACE or DWQ to consider the application complete for processing. Any application
lacking a required mitigation plan or NCEEP concurrence shall be placed on hold as incomplete.
An applicant may also choose to review the current guidelines for stream restoration in DWQ's
Draft Technical Guide for Stream Work in North Carolina, available at
http://h2o. enr.state.nc. us/ncwetlands/strmPide.html.
1. Provide a brief description of the proposed mitigation plan. The description should provide
as much information as possible, including, but not limited to: site location (attach directions
and/or map, if offsite), affected stream and river basin, type and amount (acreage/linear feet)
of mitigation proposed (restoration, enhancement, creation, or preservation), a plan view,
preservation mechanism (e.g., deed restrictions, conservation easement, etc.), and a
description of the current site conditions and proposed method of construction. Please attach
a separate sheet if more space is needed.
N/A
Updated ll/1/2005
Page 10 of 13

2. Mitigation may also be made by payment into the North Carolina Ecosystem Enhancement
Program (NCEEP). Please note it is the applicant's responsibility to contact the NCEEP at
[phone] to determine availability, and written approval from the NCEEP indicating
that they are will to accept payment for the mitigation must be attached to this form. For
additional information regarding the application process for the NCEEP, check the NCEEP
website at http://h2o.enr.state.nc.us/wrp/index.htm. If use of the NCEEP is proposed, please
check the appropriate box on page five and provide the following information:
Amount of stream mitigation requested (linear feet): N/A
Amount of buffer mitigation requested (square feet): N/A
Amount of Riparian wetland mitigation requested (acres): N/A
Amount ofNon-riparian wetland mitigation requested (acres): N/A
Amount of Coastal wetland mitigation requested (acres): N/A
IX. Environmental Documentation (required by DWQ)
1. Does the project involve an expenditure of public (federal/state/local) funds or the use of
public (federal/state) land? Yes ® No ^
2. If yes, does the project require preparation of an environmental document pursuant to the
requirements of the National or North Carolina Environmental Policy Act (NEPA/SEPA)?
Note: If you are not sure whether a NEPA/SEPA document is required, call the SEPA
coordinator at [phone] to review current thresholds for environmental documentation.
Yes ^ No
3. If yes, has the document review been finalized by the State Clearinghouse? If so, please
attach a copy of the NEPA or SEPA final approval letter. Yes ^ No ^
X. Proposed Impacts on Riparian and Watershed Buffers (required by DWQ)
It is the applicant's (or agent's) responsibility to determine, delineate and map all impacts to
required state and local buffers associated with the project. The applicant must also provide
justification for these impacts in Section VII above. All proposed impacts must be listed herein,
and must be clearly identifiable on the accompanying site plan. All buffers must be shown on a
map, whether or not impacts are proposed to the buffers. Correspondence from the DWQ
Regional Office may be included as appropriate. Photographs may also be included at the
applicant's discretion.
1. Will the project impact protected riparian buffers identified within 15A NCAC 2B .0233
(Meuse), 15A NCAC 2B .0259 (Tar-Pamlico), 15A NCAC 02B .0243 (Catawba) 15A NCAC
2B .0250 (Randleman Rules and Water Supply Buffer Requirements), or other (please
identify Meuse )? Yes ® No ^
Updated 11/1/2005
Page 11 of 13

2. If "yes", identify the square feet and acreage of impact to each zone of the riparian buffers.
If buffer mitigation is required calculate the required amount of mitigation by applying the
buffer multi liers.
Zone* Impact
(s uare feet) Multiplier Required
Miti ation
1 1, 742 3 (2 for Catawba) None
2 1, 746(650 * *) 1.5 None
Total 3, 588 None
* Zone 1 extends out 30 feet perpendicular from the top of the near bank of channel; Zone 2 extends an
additional 20 feet from the edge of Zone 1.
** 550 sgft of the impact falls into the category of Allowable. Please see the attached No Practical Alternatives
explanation. The other 1196 sgft of impacts are in the exempt category of activities for Zone 2. Mitigation is not
required for any of these impacts within Zone 2.
3. If buffer mitigation is required, please discuss what type of mitigation is proposed (i.e.,
Donation of Property, Riparian Buffer Restoration /Enhancement, or Payment into the
Riparian Buffer Restoration Fund). Please attach all appropriate information as identified
within 15A NCAC 2B .0242 or .0244, or .0260. N/A
XI. Stormwater (required by DWQ)
Describe impervious acreage (existing and proposed) versus total acreage on the site. Discuss
stormwater controls proposed in order to protect surface waters and wetlands downstream from
the property. If percent impervious surface exceeds 20%, please provide calculations
demonstrating total proposed impervious level. The existin~profect is wooded with no
impervious area. After construction approximately 0.26 acres will be impervious, which is less
than 20%. A dry detention basin will be utilized to reduce the post construction run off.
XII. Sewage Disposal (required by DWQ)
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.
No wastewater will be ,generated by this protect. The force main will discharge into the existing
Town of Cary sewer collection svstem. The Town's svstem is adequate to handle the flow.
XIII. Violations (required by DWQ)
Is this site in violation of DWQ Wetland Rules (15A NCAC 2H .0500) or any Buffer Rules?
Yes ^ No
Is this an after-the-fact permit application? Yes ^ No
Updated 11/1/2005
Page 12 of 13

XIV. Cumulative Impacts (required by DWQ)
Will this project (based on past and reasonably anticipated future impacts) result in additional
development, which could impact nearby downstream water quality? Yes ^ No ^
If yes, please submit a qualitative or quantitative cumulative impact analysis in accordance with
the most recent North Carolina Division of Water Quality policy posted on our website at
http://h2o.enr.state.nc.us/ncwetlands. If no, please provide a short narrative description: The
utility improvements will not directly lead to any additional development.
XV. Other Circumstances (Optional):
It is the applicant's responsibility to submit the application sufficiently in advance of desired
construction dates to allow processing time for these permits. However, an applicant may
choose to list constraints associated with construction or sequencing that may impose limits on
work schedules (e.g., draw-down schedules for lakes, dates associated with Endangered and
Threatened Species, accessibility problems, or other issues outside of the applicant's control).
~" ti
J,~._____ A ~ 2 - l ~ --~AO,Ej
Applicant/Agent s Signature
(Agent's signature is valid only if a~ a
Date
letter from the applicant is provided.)
Updated 11/1/2005
Page 13 of 13

v<let-~~..~J ~Jl
DATA FORM
ROUTINE WETLAND DETERMINATION
(1987 COE Wetlands Determination Manual)
Project /Site: /` ~~- °t~~A ~7 ~ ~ ~ `~ `~ /I Date: ~ /,~ - ~
Applicant /Owner: /l County:
Investigator: ~ ' ~ - State: ~_
Do normal circumstances exist on the site? Yes p,,. No Community ID:
Is the site significantly disturbed .(Atypical situation)? Yes No~_ Transect ID:
-~K
Is the area a potential problem area? Yes No~_ Plot ID:
(explain on reverse if needed)
VEGETATION
Dominant Plant Species Stratum Indicator Dominant Plant Species Stratum Indicator
1.. ~ i~ ~ f ` V °G . [~v~ ~Pr~ 9.
2.~ ~r' rP~ - 10.
3. ~ .,c~ti~ 11.
~~ ~
4. >,. ~~ ~.. ` 12..
5. 13.
6. 14.
7. 15.
8. 16.
Percent of Dominant Species that are OBL, FACW, or FAC excluding FAC-). ~ ~ ~ d_
Remarks: Wetland Vegetation Present Based Upon Greater than 50% of the Plant Species are not
Classified as FAC-OBL in the National List of Plant Species that Occur in Wetlands. Sample plot was taken./..
~~ W~~~~~
HYDROLOGY
~kq~
d
_ Recorded Data (Describe In Remarks); Wetland Hydrology Indicators
_ Stream, Lake, or Tide Gauge
_ Aerial Photographs Primary Indicators:
Other Inundated
_ _
.Saturated in Upper 12"
No Recorded Data Available ~ Water Marks
- ~/ Drift Lines
Field Observations: Sediment Deposits
Drainage Patterns in Wetlands
Depth of Surface Water: (in.) Secondary Indicators:
Oxidized Roots Channels in Upper 12"
Depth to Free Water in Pit: (in.) _Water-Stained Leaves
Local Soil Survey Data
Depth to Saturated Soil: (in.) FAC-Neutral Test
_ Other (Explain In Remarks)
Remarks: '

SOILS
Map Unit Name - '~
~ ~
(Series and Phase):__ ~~"~ ~` ~
I~ {~ Drainage Class: ~ ~~ ~
Taxonomy (Subgroup): Confirm Mapped Type? Yes_ No
Protile Description:
Depth Matrix Colors Mottle Colors Mottle Texture, Concretions,
(inches) Hori Munsell Moist
~%~ ~ (Munsell Moist) Abundance/Contrast Structure, etc.
,
v
i2 ~ ~ ~ ,
Hydric Soii Indicators;
_ Histosol _ Concretions
Histic Epipedon _ High Organic Content in Surface Layer in Sandy Soils
_ Sulfidic Odor Organic Streaking in Sandy Soils
_ Aquic Moisture Regime Listed On Local Hydric Soils List
Reducing Conditions Listed on National Hydric Soils List
-~ Gleyed or Low-Chroma Colors _ Other (Explain in Remarks)
Remarks:
WETLAND DETERMINATION
Hydrophytic Vegetation Present? Yes. I/ No is the Sampling Point
Wetland. Hydrology-Present? Yes ~, No Within a Wetland? Yes No_
Hydric Soils Present? Yes ~ No
___
Remarks: Location (describe is 's nonclassified as a wetland based upon the criteria set forth in the 1987
Army Corps of Engineers. Wetlands Delineation Manual.

DATA FORM
ROUTINE WETLAND DETERMINATION
(1987 COE Wetlands Determination Manual)
Project / Site: ~ rr ~ ~'"~~ ~ ~/W ~ ~ i ~ ~ Dater ~ " ~ "
_
Applicant /Owner: ~ County: a~~
Investigator: ~r v~Y"~c State:

Do normal circumstances exist on the site? Yes No
Is the site significantly disturbed .(Atypical situation)? Yes No~ ,,,I~
Community ID: 1 ~
Transect ID:
Is the area a potential problem area? Yes No Plot ID:
(explain on reverse if needed)
VF(,FTATION

Dominant Plant Species Stratum Indicator Dominant Plant Species Stratum Indicator

~ .~ M,
i/A~G.~
3 11.
,_
.
4. L ~ t -~-- 12. .
5. 13.
6. 14.
7. 15.
8. 16.
Percent of Dominant Species that are OBL, FACW, or FAC excluding FAC-). ~~ ~
Remarks: Wetland Vegetation Present Based Upon Greater than 50% of the Plant Species are are not
Classified as FAC-OBL in the National List of Plant Species that Occur in Wetlands. Sample plot was taken....
~ ( )
HYDROLOGY
- Recorded Data (Describe In Remarks): Wetland Hydrology Indicators
Stream, Lake, or Tide Gauge
_
Aerial Photographs Primary Indicators:
_
Other -Inundated
- .Saturated in Upper 12"
No Recorded Data Available
- _ Water Marks
Drift Lines
Sediment Deposits
Field Observations: Drainage Patterns in Wetlands
Depth of Surface Water: (in.) Secondary Indicators:
Oxidized Roots Channels in Upper 12"
Depth to Free Water in Pit: (in.) _Water-Stained Leaves
_ Local Soil Survey Data
Depth to Saturated Soil: (in.) FAGNeutral Test
- Other (Explain in Remarks)
Remarks:

SOILS
Map Unit Name
d
~
~
Sa
~~f
Lo
,
'
'
(Series an
Phase):
(~i ,
Y ~
1y1 Drainage Class:
6?~
P'
Taxonomy (Subgroup): " f:. i`" G~ n ~ ~ ~,fonfirm Mapped Type? Yes_ No
Profile Description:
Depth Matrix Colors
Iinches) Horizon Munsell Moist Mottle Colors Mott{e Texture, Concretions,
(Munseli Moistl Abundance/Contrast Structure, etc.
~~~ ~ ~~
~~ _~
Hydric Soil Indicators:
Histosol _ Concretions
Histic Epipedon - High Organic Content in Surface Layer in Sandy Soils
Sulfidic Odor Organic Streaking in Sandy Soils
Aquic Moisture Regime - Listed On Local Hydric Soils List
_ Reducing Conditions - Listed on National Hydric Soils List
_ Gleyed or Low-Chroma Colors _ Other (Explain in Remarks)
Remarks:

WETLAND DETERMINATION
Hydrophytic Vegetation Present? Yes
Wetland. Hydrology Present? Yes
Hydric Soils Present? Yes
Remarks: Location (describe)
Army Corps of Engineers. Wetlands
No Is the Sampling Point
No ~ Within a Wetland? Yes_ No
No ~
ssified as a wetland based upon the criteria set forth in the 1987
Manual.

NO PRACTICAL ALTERNATIVES EXPLANATION
Applicant: Town of Cary
P.O. Box 8005
Carv, N.C. 28512
(9191469-4030
Activity: Construction of Pump Station and Force Main
Project for the Town of Cary Sewer System
Location: County: Wake
Map: See Attached Construction Drawing Sheet 5
Explanation:
The proiect will construct a new pump station, force main, and gravity sewer to
serve a watershed in the Town of Cary. The pump station is located near the base
of the watershed in a new subdivision. The force main traverses through a
developed neighborhood to reach the rg avity sewer outfall. To construct this
project, it is necessary to intrude into zone 2 of the buffer in one location.
The only buffer intrusion is on Sheet 5. It is the result of a crossing of the buffer
with the force main. The force main has been routed to avoid a direct crossing of
the stream, the surrounding wetlands, and all private water supply wells. To avoid
the buffer intrusion, additional easement acquisition would be required from
private landowners and result in a disturbance to their propertypossibly
undisturbed environmental areas. In addition, a reroute of this nature would add
fittings and additional line length to the force main. Considering the extra costs
for land and additional construction versus the potential reduction in
environmental impacts, relocating the force main was not considered
economically practical.
Controlling Impacts:
The force main has been routed to minimize impacts to wetlands. streams. and
buffers to the maximum extent practical based on economics and constructabilit~
The construction corridor has been limited to only 20 feet throughout the project.
Only a 10 foot maintenance corridor will be maintained after construction, while
all other impacted areas can return to preconstruction conditions.

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THE WOOTEN COMPANY
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