20071985 Ver 1_Application_20071127

HE
KELLER ENVIRONMENTAL
ENVIRONMENTAL CONSULTANTS
November 26, 007
Amy Chapman
NC Division of Water Quality
401 Wetlands WQ Certification Unit
1650 Mail Service Center
Raleigh, North Carolina 27699-1650
Re. Bridgewater Village Sewer Outfall
Keller Environmental Job No. 0689
Holly Springs, North Carolina
Dear Mrs. Chapman.
Thank you for your assistance last Wednesday clarifying the proposed impacts and
permitting process. We are submitting the following information for Bridgewater Village
Sewer Outfall. We are requesting for NC Division of Water Quality (NCDWQ) written
approval under the Neuse River Buffer Rules.
The proposed sewer line is being built in accordance with Nationwide Permit (NWP)
12 and Water Quality Certification (WQC) 3699. It involves boring an 8 -inch PVC under an
unnamed tributary to Middle Creek. The project is located on the north side of Holly
Springs, NC near NC -55 Business and Anchor Creek Way. Upon completion of the
project, a permanent 20 -feet easement will exist along the sewer corridor.
No stream impacts are anticipated for this project. However, mechanized land
clearing will impact approximately 2,260 SF (0.051 Ac.) of protected riparian buffers. The
stream involved is a perennial tributary of Middle Creek, which flows to the Neuse River.
We met with Mr. Jamie Shern of the US Army Corps of Engineers Raleigh field office
on August 23, 2007 to survey the wetland delineation and review the site. We have
attached several items to the attached PCN to assist your staff's review of the project. If
you should have questions or require additional clarification please feel free to contact me
at 844-7437 (office), 749-8259 (cell) or email: [e-mail].
Sincerely,
Keller Environmental, LLC
Jay Keller
Principal
Cc: Tom Spaulding
Jamie Shern, USACOE

Office Use Only: Form Version March 05
USACE Action ID No. DWQ No.
(If any particular item is not applicable to this project, please enter "Not Applicable" or "N/A".)
1. Processing
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
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: ?
IL Applicant Information
1. Owner/Applicant Information
Name: Brian Rieland
Mailing Address: 201 Shannon Oaks Circle
Carv. NC 27511
Telephone Number: 857-387-5315 Fax Number:
E-mail Address:
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: Jav Keller
Company Affiliation: Keller Environmental
Mailing Address: 7921 Haymarket Lane; Raleigh, NC 27615
Telephone Number: [phone] Fax Number: [phone]
E-mail Address: ay(@kellerenvironmental.com
Page 1 of 1
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: Bridgestone Village Sewer Outfall
2. T.I.P. Project Number or State Project Number (NCDOT Only):
3. Property Identification Number (Tax PIN): 069084139.
4. Location
County: Wake Nearest Town: Holly Springs
Subdivision name (include phase/lot number): Bridgestone Village
Directions to site (include road numbers/names, landmarks, etc.): US-1 South to NC-55
(Exit#95). Proceed south -2.5 miles and turn left on East Williams Street (NC-55
Bus.). Proceed east for 1-mile and turn left on Anchor Creek Way. Site is on the
riaht Y2-mile.
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):
6. Property size
7. Name of nearest receiving body of water: UT to Neuse River
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 http:/!h2o.enr.stite.nc.us/admirl/maps/.)
9. Describe the existing conditions on the site and general land use in the vicinity of the project
at the time of this
manholes on the south side of the unnamed tributarv to Middle Creek.
Page 2 of 2
10. Describe the overall project in detail, including the type of equipment to be used: We are
proposing to construct one sewer crossing of the unnamed perennial tributary to
Middle Creek. No stream impacts are anticipated since we are boring the 8-inch
PVC line under the stream. A 20-feet utility easement will exist upon completion.
Equipment to be used includes boring apparatus, backhoes, & land clearing
eauioment.
11. Explain the purpose of the proposed work: The sewer crossing will provide sanitary
sewer to the Bridgewater Community and connectivity to an existing sewer outfall
and manholes on the south side of the unnamed tributary to Middle Creek.
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.
August 23, 2007: Jay Keller had an on-site meeting with Jamie Shern to survey the
wetlands and discuss the project.
IV. 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. The proposed sanitary sewer outfall corridor will provide sewer to Bridgewater
V. 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.
Page 3 of 3
Provide a written description of the proposed impacts: The sewer line will involve boring
the 8-inch PVC pipe below the stream. A steel encasement will surround the pipe.
To install the gravity sewer line, a 20-foot easement is required. Mechanized
clearing will impact approximately 2,260 SF (0.051 Ac.) of riparian areas.
1. Individually list wetland impacts. Types of impacts include, but are not limited to
mechanized clearing, grading, fill, excavation, flooding, ditching/drainage, etc. For dams,
sevarately 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, loo-year Nearest Impact
(indicate on map) herbaceous, bog, etc.) Flood] ain Stream (acres)
(yes/ (linear feet

Total Wetland Impact (acres) 0
2. List the total acreage (estimated) of all existing wetlands on the property: 0.464 Acres.
3. 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. multinly length X width. then divide by 43.560.
Stream Impact Perennial or Average Impact Area of
Number Stream Name Type of Impact Intermittent? Stream Width Length Impact
(indicate on map) Before Impact (linear feet) (acres)

Total Stream Impact (by length and acreage) 0 0
4. 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
Name of Waterbody Type of Waterbody Area of
Site Number Type of Impact lake, pond, estuary, sound, bay, Impact
(indicate on map) ocean, etc.) (acres)

Total Open Water Impact (acres) 0
5. List the cumulative impact to all Waters of the U.S. resulting from the project:
Stream Impact (acres): 0
Wetland Impact (acres): 0
Open Water Impact (acres): 0
Total Impact to Waters of the U.S. (acres) 0
Total Stream Impact (linear feet): 0
Page 4 of 4
6. 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.
7. Pond Creation
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:
VI. 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
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 sanitary sewer outfall will provide sanitary sewer to the Bridgewater Community
and connectivity to an existing sanitary sewer outfall and manholes on the south side of
the unnamed tributary to Middle Creek. This proposed line will satisfy the Town of Holly
Spring's criteria for a gravity driven sanitary sewer line. By boring the sewer line under
the stream bed, no stream impacts are anticipated.
VII. 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
Page 5 of 5
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/strmgide.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.
The proposed project should not be required to provide mitigation for the proposed
avoid jurisdictional areas to the maximum extent possible.
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/-viIrp/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): 0
Amount of buffer mitigation requested (square feet): 0
Amount of Riparian wetland mitigation requested (acres): 0
Amount of Non-riparian wetland mitigation requested (acres): 0
Amount of Coastal wetland mitigation requested (acres): 0
VIII. Environmental Documentation (required by D«'Q)
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 (NEPAI`SEPA)?
Page 6 of 6
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 ?
IX. 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 0213.0243 (Catawba) 15A NCAC
2B .0250 (Randleman Rules and Water Supply Buffer Requirements), or other (please
identify )? Yes ® No ?
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 multiDliers.
Zone* Impact
(square feet) Multiplier Required
Mitigation
1 1,369 3 (2 for Catawba) 0
2 891 1.5 0
Total 2,260 0
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 213.0242 or.0244, or.0260. Riparian buffer mitigation is not required.
X. 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. While under construction, temporary, appropriate sedimentation and
erosion control measures in compliance with the DWQ and Wake County Sedimentation
and Erosion Control requirements will be installed.
Page 7 of 7
XI. Sewage Disposal (required by DAVQ)
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.
To the Town of Holly Springs Utley Creek Wastewater Treatment Plant. Permit #
N 00063096.
XII. Violations (required by Doti Q)
Is this site in violation of DWQ Wetland Rules (I 5A NCAC 2H .0500) or any Buffer Rules?
Yes ? No
Is this an after-the-fact permit application? Yes ? No
XIII. Cumulative Impacts (required by D«"Q)
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:h`h2o.enr.state.nc.us/ncwetlands. If no, please provide a short narrative description:
It is unlikely that the proposed project should result in cumulative stream impacts and
degrade downstream stream quality.
XIV. 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).
November 26, 2007
Applicant/Agent's Signature Date
(Agent's signature is valid only if an authorization letter from the applicant is provided.)
Page 8 of 8
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Directions to Holly Springs, NC Y,gH00! LOCAL
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START Ralelgh,NC Bridgewater Village
FINISH Anchor Creek Way, Holly Springs, NC
Total Distance: 23.9 miles, Total Time:
30 mins (approx.)
P RALEIGH, NC
1. Starting at the center of zip code 27615 on RUNNING CEDAR go <0.1 mi
TRLgo toward RAINDROP CIR
2. Turn O on STRICKLAND RD go 1.7 mi
3. Turn on LEAD MINE RD go 4.8 mi
4. Turn O on GLENWOOD AVE(US-70 E) go 0.2 mi
5. Take ramp onto k440 S toward OUTER BELTLINE go 5.9 mi
6. Continue on US-1 S go 7.3 mi
7. Take exit #95/APEXlFUGUAY-VARINA go 0.3 mi
S. Turn O on E WILLIAMS ST(NC55 E) go 2.4 mi
9. Continue to follow NC-55 E go 1.0 mi
10. Turn O on ANCHOR CREEK WAY go 0.5 mi
11. Arrive at ANCHOR CREEK WAY, HOLLY SPRINGS, on the
Q ANCHOR CREEK WAY, HOLLY SPRINGS, NC
Distance: 23.9 miles, Time: 30 mins
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1820 EDGEWATER CT 2005 Color Orthos
P.LEIGH NC 27614,9765 Countywide
0671 2005 Color Ortho -
778 the
11£12004
128 Wake County
Boundary
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http://imaps.co.viake.ne.us/imaps/? rintmap.asp?pin=0659084139&pinext=&minX=2048935.02387054&minY=697335.383569247&maxX=20... 12/8/2006
Bridgewater 2005 Aerial
DATA FORM
ROUTINE WETLAND DETERMINATION
(99s7 uut Wetlands uetermination manual
Project / Site: Bridgewater Date: 12/20/2006
Applicant / Owner: Brian Rieland County: Wake
Investigator: Keller State: NC
Do normal circumstances exist on the site? yes Community ID: piedmont alluvial forest
Is the site significantly disturbed (Atypical situation)? no Transect ID: 2W7
Is the area a potential problem area? no Plot ID: Wet
VEGETATION
Dominant Plant Species Stratum Indicator Dominant Plant Species Stratum Indicator
1 Acer rubrum T FAC 6 Rubus alle heniensis S UPL
2 Fraxinus enns Ivanica T FACW 7 Juncus effusus H FACW+
3 Salix ni ra T FAC 8 Osmunda re alis H OBL
4 Li uidambar st raciflua T FAC+ 9 Smilax lauca V FAC
5 Quercus hellos T FACW- 10 Toxicodendron radicans V FAC
Percent of Dominant Species that are OBL, FACW, o r FAC (excluding FAC-). 90%
Remarks:
HYDROLOGY
Recorded Data (Describe In Remarks): Wetland Hydrology Indicators
Stream, Lake or Tide Gauge Primary Indicators:
Aerial Photographs _ Inundated
Other x Saturated in Upper 12"
X No Recorded Data Available _ Water Marks
Field Observations: x Drift Lines
Depth of Surface Water 0 (in.) x Sediment Deposits
Depth to Free Water in Pit 9 (in.) x Drainage patterns in Wetlands
Depth to Saturated Soil: 3 (in.) Secondary Indicators:
x Oxidized Root Channels in Upper 12"
_ Water-Stained Leaves
_ Local Soil Survey Data
X FAC-Neutral Test
_ Other (Explain in Remarks)
Remarks: Drift lines present from 6" storm June 2006.
Map Unit Name: Enon fine sandy loam Drainage Class well
Taxonomy (Subgroup): Ultic Hapludalfs Confirm Mapped type? no
ro i e Description
Depth (in.) Horizon Matrix Colors Mottle Colors Mottle Abundance/Contrast Texture, Concretions, Structure,etc.
0-2 A 10YR 4/2 SL; 1f r
2-9 Bt 1 10YR 5/2 SCL; 1 msbk
9-24+ Bt g2 10YR 4/1 10YR 5/8 c2f SCL; 1 msbk

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
x Reducing Conditions _ Listed On National Hydric Soils List
Gleyed or Low-Chroma Colors -
[ Other (Explain in Remarks)
Remarks:
WETLAND DETERMINATION
Hydrophytic Vegetation Present? yes Is the Sampling Point Within a Wetland? yes
Wetland Hydrology Present? ems
Hydric Soils Present? yes
Remarks: old beaver pond -2-3 years ago. Drift lines present from 6" storm June 2006.