20080827 Ver 2_401 Application_20090109

Southwind Surveying & Engineering, Inc.
201 Glen Road
Garner, NC 27529
Phone [phone]
Fax [phone]
Email: [e-mail]
TO: Division of Water Quality
401 Wetlands Unit
1650 Mail Service Center
Raleigh, NC 27699-1650
We are sending you:
?Copy of Letter
Letter of Transmittal
DATE: 1-6-09 JOB NO 08-0096
ATT:
RE:
Cleveland Area High School
Sewer Outfall and Pump Station
Cleveland Township
Johnston County
D - ?l

..

®Attached ?Specifications AN 6 2009
®Plans ?Other 'wxrsou, Llv
DtN1 AND STORMS gRp,NC1t
WOOS
Copies Date No. Description
7 PCN w/ Wetland Data Forms, Vicinity, USGS, SCS Maps
7 Sewer Outfall and Pump Station Plans 24x36
7 Wetland and Riparian Buffer Impact Plans 11x17
1 Application Fee $240.00 Check # 48232 Johnston County

These are transmitted as checked below: ®For Approval ?Return Corrected Prints
?For Review and Comment ?For Your Use ?Submit Copies for Distribution
?Approved as Submitted ?As Requested ?For Bids Due 20
?Returned for Corrections ?Approved as Noted
REMARKS:
If you have any questions, please call.
COPY TO: SIGNED: Steven S. Sanderson, A E.

pp??
Office Use Only: Form Version March 05
USACE Action ID No. DWQ No. 0 S ' O $ a,1 V a-
(If any particular item is not applicable to this project, please enter "Not Applicable" or "N/A".)
1. Processing
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: NW 12 and GC3625
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: ?
5. If your project is located in any of North Carolina's twenty coastal counties (listed on pagge?j
4), and the project is within a North Carolina Division of Coastal Man
Environmental Concern (see the top of page 2 for further details), check here
RMJ ?J 1J
II. Applicant Information JAN 6 2009
ST0R? ,4T ,
1. Owner/Applicant Information jpNDS DEN+A N AND STORf?Ih'4
Name:Johnston County, Timothy G. Broome P. E Director of Infrastructure and En ineering
Mailing Address: P. O. Box 2263 Smithfield, NC 27577
Telephone Number: 919-209-8333 Fax Number: 919-934-7174
E-mail Address: tim.broome@,johnstonnc.com
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:
Company Affiliation:
Mailing Address:
Telephone Number: Fax Number:
E-mail Address:
Page 5 of 12

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: Cleveland Area High School Sewer Outfall and Pump Station
2. T.I.P. Project Number or State Project Number (NCDOT Only):
3. Property Identification Number (Tax PIN): 164500-99-2642
4. Location
County: Johnston Nearest Town: Clayton
Subdivision name (include phase/lot number):
Directions to site (include road numbers/names, landmarks, etc.): Off SR 1010 turn south
Onto Monroe Road SR 1513 Project is 1100 feet on the right.
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): 35.560898 ON 78.496192 °W
6. Property size (acres):
7. 'Name of nearest receiving body of water: Steep Hill Branch
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 1-ittp://h2o.enr.state.nc.us/admin/inaps/.)
9. Describe the existing conditions on the site and general land use in the vicinity of the project
at the time of this application: Existing conditions are farmland and wooded.
General land use in the vicinity is residential and farmland.
Page 6 of 12
0,
10. Describe the overall project in detail, including the type of equipment to be used:
Constructing 3,642 If of sanitary sewer and a pump station to serve the new Cleveland Area
High School Equipment used will be backhoes trackhoes and bull dozers.
11. Explain the purpose of the proposed work: To construct 3,642 If of sanitary sewer and a
p" station to serve the new Cleveland Area High School.
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. NA
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.
A future subdivision is planned for this property. A single road crossing will be requested
at the same location as this sewer crossing.
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.
1. Provide a written description of the proposed impacts: Clearing a 40 foot construction
corridor in order to construct a sewer crossing for a new high school.
Page 7 of 12

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
Site Number
(indicate on map)
Type of Impact Type of Wetland
(e.g., forested, marsh,
herbaceous, bog, etc.) Located within
100-year
Floodplain
es/no Distance to
Nearest
Stream
linear feet Area of
Impact
(acres)
1 Clearing for sewer Forested no 0 0.120

Total Wetland Impact (acres) 0.120
3. List the total acreage (estimated) of all existing wetlands on the property': 4.918 acres
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 Impact Impact
Length
linear feet Area of
Impact
acres
1 Steep Hill Branch Excavation Perennial 8' 40 0.007

Total Stream Impact (by length and acreage) 40 0.007
5. 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

Total Open Water Impact (acres) 0
Page 8 of 12
6. List the cumulative impact to all Waters of the U.S. resulting from the project:
Stream Imp act acres): 0.007
Wetland Impact (acres): 0.120
Open Water Impact (acres): 0
Total Impact to Waters of the U.S. acres 0.127
Total Stream Impact (linear feet : 40
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.
8. 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:
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
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 crossing was moved to
the narrowest hart of the wetland. The crossing angle was set at 75 degrees to minimize
the crossing length.
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.
Page 9 of 12
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
htlp://h2o.enr.state.nc.us/ncwetlands/strmgide.htiiil.
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.
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.ne.us/wrp/index.htin. 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):
Amount of buffer mitigation requested (square feet):
Amount of Riparian wetland mitigation requested (acres):
Amount of Non-riparian wetland mitigation requested (acres):
Amount of Coastal wetland mitigation requested (acres):
Page 10 of 12

IX.
X.
Environmental Documentation (required by DWQ)
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 ?
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 V 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 multipliers.
Zone* Impact
(square feet Multiplier Required
Mitigation
1 2604 3 (2 for Catawba)
2 1705 1.5
Total 4309
* 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.
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.
Page 11 of 12

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 existing impervious area is less than 1 %
and the proposed impervious area is less than 1%.
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.
Sewage is pumped from the proposed pump station to a force main on Monroe Road.
This force main goes to the Johnston County WWTP for treatment.
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
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.ne.u.s/newetlands. If no, please provide a short narrative description:
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).
I "_ 61
!(&V
plicant/Agent's Signature Irate
gnature is valid only if an authorization letter from the applicant is provided.)
Page 12 of 12
DATA FORM
ROUTINE WETLAND DETERMINATION
(1987 COE Wetlands Determination Manual)
Project / Site: Cleveland Area High School Sewer Outfall and Pump Station Date: 12/17/08
Applicant / Owner: Johnston County Public Utilities County: Johnston
Investigator: Jamie Guerrero, PE State: NC

Do normal circumstances exist on the site? Yes X No Community ID:
Is the site significantly disturbed (Atypical situation)? Yes No X Transect ID:
Is the area a potential problem area? Yes No X Plot ID: Wetland Point
(explain on reverse if needed)
VEGETATION
Dominant Plant Species Stratum Indicator Dominant Plant Species Stratum Indicator
1. Symplocos tinctoria T/S FAC 9.
2. Quercus michauxii T FACW- 10.
3. Nvssa biflora T/S FACW+ 11.
4. Liriodendron tulipfera T FAC 12.
5. Acer rubrum T FAC 13.
6. Pinus taeda T FAC 14.
7. Carex spp. _ H NI 15.
8. 16.
Percent of Dominant Species that are OBL, FACW, or FAC excluding FAC-). 100%
Remarks: Due to the time of year, no herb species were present other than Carex spp.
HYDROLOGY
Recorded Data (Describe In Remarks)
_ Stream, Lake, or Tide Gauge
Aerial Photographs
_ Other
No Recorded Data Available
Field Observations:
Wetland Hydrology Indicators
Primary Indicators:
x Inundated
X Saturated in Upper 12"
X Water Marks
_ Drift Lines
_ Sediment Deposits
x Drainage Patterns in Wetlands
Depth of Surface Water: 0-3 (in.) Secondary Indicators:
X Oxidized Roots Channels in Upper 12"
Depth to Free Water in Pit: (in.) x Water-Stained Leaves
Local Soil Survey Data
Depth to Saturated Soil: 0 FAC-Neutral Test
(in.) X Other (Explain in Remarks)
Remarks: Several ground depressions within the immediate vicinity of the sampling point were inundated with 0
3 inches of water. The sampling point was saturated at the ground surface. Buttressing of many of the larger trees
was observed.
SOILS
Map Unit Name
(Series and Phase): Bibb Drainage Class: Poorly drained
Taxonomy (Subgroup): thermic Tv pic Fluvaquents Confirm Mapped Type? Yes_ No X
Profile Description:
Depth Matrix Colors Mottle Colors Mottle Texture, Concretions,
(inches) Horizon (Munsell Moist) (Munsell Moist) Abundance/Contrast Structure, etc.
0-2 O and A 10YR2/1 Sandy silt loam, mucky
2-12 A 10YR4/1 Silt loam
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 X Listed On Local Hydric Soils List
_ Reducing Conditions Listed on National Hydric Soils List
X Gleyed or Low-Chroma Colors Other (Explain in Remarks)
Remarks: O and A layer depth greater than 12". Oxidized root channels present. Meets F3 criteria.
WETLAND DETERMINATION
Hydrophytic Vegetation Present? Yes X No Is the Sampling Point
Wetland Hydrology Present? Yes X No Within a Wetland? Yes X No
Hydric Soils Present? Yes X No
Remarks: Wetland delineation was performed by another party, and I do not accept responsibility for the
accuracy of the delineation. Data form points were chosen within proposed area of impact and approximately 20 feet
inside the delineated wetland line.
Coordinates: 35.561657, -78.497480
. DATA FORM
ROUTINE WETLAND DETERMINATION
(1987 COE Wetlands Determination Manual)
Project J Site: Cleveland Area High School Sewer Outfall and Purno Station. Date: 12/17/08
Applicant / Owner: Johnston County Public Utilities County: Johnston
Investigator: Jamie C7uerrero,, F- State: NC

Do normal circumstances exist on the site? Yes X' No Community ID:
Is the site significantly disturbed (Atypical situation)? Yes.__ _.._... No-X 'T`ransact ID.
Is the area a potential problem area? Yes No X Plat ID:_Ll and Point _
(explain on reverse if needed)
VEGETATION
Dominant Plant Species Stratum Indicator Dominant Plant Species Stratum Indicator
1. Li tgruin sinense S FAC: 9. Cony-xa canadeusis H FACU
2. Liquidambar styraciflua r....._ FAC 10
3. 1'inus taetia T 1<AC......... 1,
....
.

4. Liriodendron tulipkL4..
T
FAC _._.
_...
_.__-
12.

5. Arundioaria tecta
1"
_
.. FAC W _
6. Smilax arlauca V FAC 14.
7, Rubus argutus FACU+ 15..
8. Sim t o tineIOria f° s I?AC_. 16.......__. _..___....._.___._....-__....._.__.....__ _.,..._._..._. ___..._ _
Percent of Dominant Species that are OBL, FAM, or FAC excluding FAC-).
Remarks:
HYDROLOGY
Recorded Data (Describe In Remarks): Wetland Hydrology Indicators
. Stream, Lake, or Tide Gauge
Atrial 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'
Depth to Free Water in Pit: Oxidized Roots Channels in tipper 12"

Lin') _ Water-Stained Leaves
Local Soil Survey Data
FAC-Neutral Test
Depth to Saturated Soil: >16_.----010 _
_ Other (Explain in Remarks)
Remarks: Soil on surface was wet from recent rain fail, but saturation of the soil was not encountered w=ithin
16".
SOILS
Map Unit Name
(Series and Phase): Norfolk Drainage Class: Well drained
Taxonomy {Subgroup}: thermic Ty pic Kandiudults Confirm Mapped Type? Yes No X
Profile Description:
Depth Matrix Colors Mottle Colors Mottle Texture, Concretions,
inch s Horizon iMunselt Moist) (Munsell Moist) Abundance/Contrast Structure etc.
0-1 0 ?10YR21I Silt loam
I-8 A I0YR413. I0YRV8 Sandy clay loam
8-12 B IOYR514
12+ BC _ 14YR616. IOYR5J3 Sand clay loam
Hydric Soil Indicators:
Histosoi Concretions
-Histic Ep peclon High Organic Content in Surface Layer in Sandy
Soils
_ Suifidic 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 X No Is the Sampling Point
Wetland Hydrology Present? Yes No X Within a Wetland? Yes No X
Hydric Soils Present? Yes No X'
Remarks: Wetland delineation was per(brmed by another party, and I do not acceTt responsibility for the
accuracy of the delineation. Data form point was chosen within proposed area of impact and approximately 20 feet
outside the delineated wetland linfe.
Coordinates: 35.561372, -78.497447
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