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ivncnaei r. cawey, uovernor
William G. Ross Jr., Secretary
North Carolina Department of Environment and Natural Resources
Gregory J. Thorpe, Ph.D.
Acting Director
Division of Water Quality
September 18, 2001
Pitt County
Project # 011027
WAIVER of 401 Water Quality Certification
Greenville Utilities Commission
Post Office Box 1847
Greenville, NC 27835
Dear Sirs:
Your application for a 401 Water Quality Certification and Tar-Pamlico buffer rule approval was received in the Central Office
on July 5, 2001. According to our rules [15A NCAC 2H .0507 (A)], if final action is not taken within 60 days, the Certification is waived
unless DWQ has objected in writing to your application. Therefore, DWQ has waived the requirement for a 401 Water Quality
Certification for your plains to impact 0.014 acre of wetlands for construction of the Fork Swamp Regional Pump Stations as described
in your application.
However if additional impact occurs or your development plains change, this waiver is no longer valid and a 401 Water Quality
Certification will be required.
If you have any questions, please telephone Bob Zarzecki at 919-733-9726 or Deborah Sawyer at our Washington Regional
Office at 252-946-6481.
Sy
gton DWQ Regional Office
Cc: Washin
Washington Field Office Corps of Engineers
Central Files
File Copy
Ellen Stone; Hazen & Sawyer; 4011 West Chase Blvd, Raleigh, NC 27607
Wetlands/401 Unit 1650 Mail Service Center Raleigh, NC 27699-1650 Ph: [phone] Fax: [phone]
A%
Customer Service
1 800 623-7748
HAZEN AND SAWYER
Environmental Engineers & Scientists
August 7, 2001
c`Jl 40;? 7
Hazen and Sawyer, P. C.
4011 WestChase Blvd.
Raleigh, NC 27607
919 833-7152
Fax: [phone]
Mr. Henry Wicker ?rl
Regulatory Specialist
Washington Regulatory Field Office
Post Office Box 1000
Washington, North Carolina 27889
Re: Green Mill Run and
Fork Swamp Regional Pump Stations
Pitt County, NC
H&S Job No.: 30262
Dear Mr. Wicker:
Listed below are responses to the recent modifications to Nationwide Permit #12
per our telephone conversation on August 1, 2001.
1. The temporarily disturbed forested wetlands will not be converted to
herbaceous wetlands.
2. The top 6" - 12" of topsoil removed in wetland areas during construction will
be replaced after construction for use as a seed source.
3. Originally, approximately 0.14 acres of wetland H (located near the access
road for the proposed Fork Swamp Pump Station) would be permanently
disturbed. For the compensatory mitigation plan, the permanently disturbed
area will be decreased to 0.10 acres.
Please call me or Alan Stone at [phone] if clarification or additional
information is necessary.
Very truly yours,
HAZEN AND SAWYER, P.C.

Ellen K. Stone, P.E.
EKS/sac
cc: Mr. John Dorney, DWQ
Ms. Deborah Sawyer, DWQ
Mr. Wayne Meads, GUC
Mr. Tom Tant, H&S
Mr. Alan Stone, H&S
Mr. Michael Santowasso, H&S
Wicker 08.07.01doc
New York, NY • Armonk, NY • Woodbury, NY • Upper Saddle River, NJ • Detroit. MI • Raleigh, NC • Charlotte, NC • Fairfax, VA • Hollywood, FL • Boca Raton, FL • Fort Pierce, FL • Gainesville, FL • Sarasota, FL • Miami, FL

R
S Hazen and Sawyer, P. C.
AZEN AND
AWYER 4011 WestChase Blvd.
Environmental Engineers & Scientists
Raleigh, NC 27607
919 833-7152

July 3, 2001 Fax: [phone]
Mr. John Dorney 5 2001
Division of Water Quality
401/Wetlands Unit
1650 Mail Service Center 'If 16 `
Raleigh, North Carolina 27699-1650
Re: Green Mill Run and Fork Swamp Regional Pump Stations
Pitt County, NC
H&S Job No. 30262
Dear Mr. Dorney:
Please find enclosed seven copies of a Pre-Construction Notification Application for
Nationwide Permit Numbers 12 and 14, which is being submitted on behalf of Greenville
Utilities Commission, and an application fee of $475. This application is for unavoidable
impacts to 2.03 acres of wetlands (0.014 acre permanently disturbed, 2.016 acres temporarily
disturbed) along the route of a sanitary sewer force main that connects the Southside Pump
Station to the proposed Green Mill Run Pump Station, and the Green Mill Run Pump Station to
the proposed Fork Swamp Pump Station, located in Pitt County, North Carolina.
We are hereby requesting issuance of 401 Water Quality Certification from the N.C. Division of
Water Quality under Section 401 of the Clean Water Act (33 U.S.C. 1341). One copy of this
application, along with a full size set of drawings, are concurrently being delivered to Deborah
Sawyer in the Washington regional office of the 401/Wetlands Unit of the Division of Water
Quality requesting approval of compliance with the Riparian Buffer Rules. The original and
one copy of this application and attachments are concurrently being delivered to the U.S. Army
Corps of Engineers.
Please call me or Alan Stone at [phone] if clarification or additional information is
necessary.
Very truly yours,
HAZEN AND SAWYER, P.C.

Ellen K. Stone, P.E.
EKS/bpr
Enclosures
cc: Mr. Henry Wicker, USACE
Ms. Deborah Sawyer, DWQ -n
Mr. Wayne Meads, GUC
Mr. Tom Tant, H&S
Mr. Alan Stone, H&S
Mr. Michael Santowasso
D,-y 07.03.01
New York, NY • Armonk, NY • Woodbury, NY • Upper Saddle River, NJ • Detroit, MI • Raleigh, NC • Charlotte, NC • Fairfax, VA • Hollywood, FL • Borg Raton, FL • Fort Pierce, FL • Gainesville, FL • Sarasota, FL • Miami, FL
I 1027

5 ",,?)I
0
OF
WAT?q
QG
Pre-Construction Notification (PCN) Application Form
For Section 404 and/or Section 10 Nationwide, Regional and General Permits, Section 401
General Water Quality Certifications, and Riparian Buffer and Watershed Buffer Rules
This form is to be used for projects qualifying for any of the U.S. Army Corps of Engineers' (USACE)
Nationwide, Regional or General Permits as required by Section 404 of the Clean Water Act and/or
Section 10 of the Rivers and Harbors Act, and for the North Carolina Division of Water Quality's
(DWQ) associated General 401 Water Quality Certifications. This form is also to be used for any
project requiring approval under any Riparian Buffer Rules implemented by the N.C. Division of Water
Quality. This form should not be used if you are requesting an Individual 404 Permit or Individual 401
Water Quality Certification. The USACE Individual Permit application form is available online at
http://www.saw.usace.army.mil/wetiands/Perm app.htm.
The USACE is the lead regulatory agency. To review the requirements for the use of Nationwide,
Regional or General permits, and to determine which permit applies to your project, please go to the
USACE website at http://www.saw.usace.army.mil/wetlands/regtour.htm, or contact one of the field
offices listed at the end of this application. The website also lists the responsible project manager for
each county in North Carolina and provides additional information regarding the identification and
regulation of wetlands and waters of the U. S.
The DWQ issues a corresponding Certification (General or Individual), and cannot tell the applicant
which 401 Certification will apply until the 404 Permit type has been determined by the USACE.
Applicants are encouraged to visit DWQ's 401/Wetlands Unit website at
http://h2o.enr.state.nc.us/ncwetlands to read about current requirements for the 401 Water Quality
Certification Program and to determine whether or not Riparian Buffer Rules are applicable. The
applicant is also advised to read the full text of the General Certification (GC) matching the specific 404
Permit requested. In some cases, written approval for some General Certifications is not required,
provided that the applicant adheres to all conditions of the GC. Applicants lacking access to the internet
should contact DWQ's Central Office in Raleigh at [phone].
Trout Waters Coordination - Special coordination with the North Carolina Wildlife Resources
Commission (NCWRC) is also required for projects occurring in any of North Carolina's twenty-five
counties that contain trout waters. In such cases, the applicant should contact the appropriate NCWRC
regional coordinator (listed by county on the last page of this application).
F/r' `' , .
Page 1 of 12 I \ LL i_
CAMA Coordination - If the project occurs in any of North Carolina's twenty coastal counties (listed on
the last page of this application) the applicant should also contact the North Carolina Division of Coastal
Management (DCM) at [phone]. DCM will determine whether or not the project involves a
designated Area of Environmental Concern, in which case DCM will act as the lead permitting agency.
In such cases, DCM will require a Coastal Area Management Act (CAMA) Permit and will coordinate
the 404/401 Permits.
USACE Permits - Submit one copy of this form, along with supporting narratives, maps, data forms,
photos, etc. to the applicable USACE Regulatory Field Office (addresses are listed at the end of this
application). Upon receipt of an application, the USACE will determine if the application is complete as
soon as possible, not to exceed 30 days. This PCN form is designed for the convenience of the applicant
to address information needs for all USACE Nationwide, Regional or General permits, as well as
information required for State authorizations, certifications, and coordination. Fully providing the
information requested on this form will result in a complete application for any of the USACE
Nationwide, Regional or General permits. To review the minimum amount of information that must be
provided for a complete PCN for each USACE Nationwide permit, see Condition 13, 65 Fed.Reg. 12893
(March 9, 2000), available at http://www saw usace army.mil/wetlands/nwpfinalFedReg pdf.
Processing times vary by permit and begin once the application has been determined to be complete.
Please contact the appropriate regulatory field office for specific answers to permit processing periods.
401 Water Quality Certification or Buffer Rules - All information is required unless otherwise stated
as optional. Incomplete applications will be returned. Submit seven collated copies of all USACE
Permit materials to the Division of Water Quality, 401/Wetlands Unit, 1650 Mail Service Center,
Raleigh, NC, 27699-1650. If written approval is required or specifically requested for a 401
Certification, then a non-refundable application fee is required. In brief, if project impacts include less
than one acre of cumulative wetland/water impacts and less than 150 feet cumulative impacts to
streams, then a fee of $200 is required. If either of these thresholds is exceeded, then a fee of $475 is
required. A check made out to the North Carolina Division of Water Quality, with the specific name of
the project or applicant identified, should be stapled to the front of the application package. For more
information, see the DWQ website at http://h2o.ehnr.state.ne.us/ncwetlands/fees.html. The fee must be
attached with the application unless the applicant is a federal agency in which case the check may be
issued from a separate office. In such cases, the project must be identifiable on the U.S. Treasury check
so that it can be credited to the appropriate project. If written approval is sought solely for Buffer Rules,
the application fee does not apply, and the applicant should clearly state (in a cover letter) that only
Buffer Rule approval is sought in writing. Wetlands or waters of the U.S. may not be impacted prior to
issuance or waiver of a Section 401 Water Quality Certification. Upon receipt of a complete application
for a 401 Certification, the Division of Water Quality has 60 days to prepare a written response to the
applicant. This may include a 401 Certification, an on-hold letter pending receipt of additional
requested information, or denial.
Page 2 of 12
Office Use Only: 41 1027 Form Version April 2001
USACE Action ID No. DWQ No.
If any particular item is not applicable to this project, please enter "Not Applicable" or "N/A" rather than
leaving the space blank.
I. Processing
Check all of the approval(s) requested for this project:
® Section 404 Permit
? Section 10 Permit
® 401 Water Quality Certification
® Riparian or Watershed Buffer Rules
2. Nationwide, Regional or General Permit Number(s) Requested: 12 & 14
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 Wetlands Restoration Program (NCWRP) is proposed for
mitigation of impacts (see section VIII - Mitigation), check here: ?
H. Applicant Information
1. Owner/Applicant Information
Name: Greenville Utilities Commission
Mailing Address:Post Office Box 1847, Greenville, North Carolina 27835
Telephone Number: 252-551-1553 Fax Number: 252-551-1598
E-mail Address: meadsw(a,guc.com
2. Agent 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: Alan Stone
Company Affiliation: Hazen & Sawyer
Mailing Address: 4011 WestChase Boulevard, Suite 500 Raleigh North Carolina 27607
Telephone Number: 919-833-7152 Fax Number: 919-833-1828
E-mail Address: [e-mail]
Page 3 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: Green Mill Run and Fork Swamp Regional Pump Station
2. T.I.P. Project Number (NCDOT Only): not applicable
3. Property Identification Number (Tax PIN): not applicable
4. Location
County: Pitt Nearest Town: Greenville
Subdivision name (include phase/lot number): not applicable
Directions to site (include road numbers, landmarks, etc.): Refer to attached vicinity man
5. Site coordinates, if available (UTM or Lat/Long): see attached sheet
(Note - If project is linear, such as a road or utility line, attach a sheet that separately lists the
coordinates for each crossing of a distinct waterbody.)
6. Describe the existing land use or condition of the site at the time of this application:
Conditions vgU from sparser to moderately wooded at the proposed Green Mill Run Pump
Station site to relatives dense trees and undergrowth near the proposed Fork Swamp
Regional Pump Station.
7. Property size (acres): 35.6 acres
8. Nearest body of water (stream/river/sound/ocean/lake): Tar River and Fork Swamp Canal
9. River Basin: Tar-Pamlico and 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.state.nc.us/admin/map .)
Page 4 of 12
10. Describe the purpose of the proposed work: Installation of approximately 20.418 lf, 3540
If 4505 if And 19,825 if of 20" 21" 18" and 30" sanitary sewer force-main, respectively,
and construction of two new pump stations.
11. List the type of equipment to be used to construct the project: bulldozers, graders,
backhoes dump trucks etc
12. Describe the land use in the vicinity of this project: urban use in city limits and in areas
extending- south to Fire Tower Road South of Fire Tower Road land use is partial
residential development with the remaining agricultural
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.
Not4pplicable -
V. Future Project Plans
Are any additional permit requests anticipated for this project in the future? If so, describe the
anticipated work, and provide justification for the exclusion of this work from the current
application:
Not applicable. Work is to be completed in one phase with multiple construction contracts for
the two proposed pump stations and the sanitary sewer force main.
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. The applicant must also
provide justification for these impacts in Section VII below. All proposed impacts, permanent
and temporary, must be listed herein, and must be clearly identifiable on an accompanying site
plan. All wetlands and waters, and all streams (intermittent and perennial) must 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
Page 5 of 12
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. Wetland Impacts
Wetland Impact Area of Located within Distance to
Site Number Type of Impact* Impact 100-year Floodplain** Nearest Stream Type of Wetland***
indicate on ma (acres) es/no) linear feet

A Mechanized
008
0
Yes
48
Forested
clearing .
E Mechanized 0.19 Yes 40 Forested
clearing
D Mechanized 0.077 Yes 50 Forested
clearing
F Mechanized 0.052 Yes 35 Forested
clearing
G Mechanized 0.114 Yes 50 Forested
clearing
B none 0.000 Yes Na Forested
C Mechanized 924
0 Yes Adjacent to Forested
clearing . Green Mill Run

I Mechanized 0.012 No 2000 Detention Pond
clearing

J Mechanized 0.501 Yes Adjacent to Forested
clearing Green Mill Run
On page G13 Mechanized 0.014 Yes Linear along Forested
clearing branch
H Mechanized 0.138 No 1400 Forested
clearing
" List each impact separately and identify temporary impacts. 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.
100-Year floodplains are identified through the Federal Emergency Management Agency's (FEMA) Flood Insurance Rate Maps
(FIRM), or FEMA-approved local floodplain maps. Maps are available through the FEMA Map Service Center at 1-800-358-9616, or
online at htty://www.fema.gov.
*** List a wetland type that best describes wetland to be impacted (e.g., freshwater/saltwater marsh, forested wetland, beaver pond,
Carolina Bay, bog, etc.)
List the total acreage (estimated) of existing wetlands on the property: 2.03
Total area of wetland impact proposed: 2.03 total, 0.014 permanently disturbed due to
access road and 2.016 temporarily disturbed
2. Stream Impacts, including all intermittent and perennial streams
Stream Impact Length of Average Width Perennial or
Site Number Type of Impact* Impact Stream Name** of Stream Intermittent?
indicate on ma linear feet) Before Impact lease specify)
On GI Excavation 9 UT to Fork Swamp 45 intermittent
On G3 Excavation 10 UT to Fork Swamp 35 Perennial
On G8 none Na na na na

On G9 Bank
17
Green Mill Run
40
Perennial
stabilization
Page 6 of 12
On G11 Excation 3 Ditch 30 Intermittent
On G11 Excation 4 Ditch 40 Intermittent
On G12 Bank 25 Green Mill Run 40 Perennial
ff on
Sta
On G 14 Bank 24 Green Mill Run 40 Perennail
ization
Stabil
" List each impact separately and identify temporary impacts. Impacts include, but are not limited to: culverts and associated np-rap,
dams (separately list impacts due to both structure and flooding), relocation (include linear feet before and after, and net losstgain),
stabilization activities (cement wall, rip-rap, crib wall, 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.
Stream names can be found on USGS topographic maps. If a stream has no name, list as UT (unnamed tributary) to the nearest
downstream named stream into which it flows. USGS maps are available through the USGS at 1-800-358-9616, or online at
www.usus.Qov. Several internet sites also allow direct download and printing of USGS maps (e.g., www.tonozone.com,
www.mapguest.com, etc.).
Cumulative impacts (linear distance in feet) to all streams on site: 92
Open Water Impacts, including Lakes, Ponds, Estuaries, Sounds, Atlantic Ocean and any
other Water of the U. S.
Open Water Impact
Site Number
(indicate on ma
Type of Impact* Area of
Impact
(acres)
)
Name Waterbody
( applicable) Type of Waterbody
(lake, pond, estuary, sound,
bay, ocean, etc.

Not applicable

* List each impact separately and identify temporary impacts. impacts include, but are not iumrea io: uir, excuvaum, cucuguig,
flooding, drainage, bulkheads, etc.
4. Pond Creation Not applicable
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.): not applicable
Proposed use or purpose of pond (e.g., livestock watering, irrigation, aesthetic, trout pond,
local stormwater requirement, etc.):
Size of watershed draining to pond: Expected pond surface area:
Page 7 of 12
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 sanitary, sewer force main was designed in a way to minimize adverse impacts of noise
and traffic on the community. Wherever possible existing utility corridors were utilized in order
to minimize environmental 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 March 9, 2000, 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 NCWRP 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.
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.
Page 8 of 12
For this project, 2.016 acres of wetlands are temporarily disturbed during construction of
the sanitary sewer force main. These wetlands will be returned to their original grades.
0.014 acre of wetland will be permanently disturbed for the access road to the proposed Fork
Swamp Pump Station. Because the acreage of permanently disturbed wetlands is below one
acre, mitigation is not required.
2. Mitigation may also be made by payment into the North Carolina Wetlands Restoration
Program (NCWRP) with the NCWRP's written agreement. Check the box indicating that
you would like to pay into the NCWRP. Please note that payment into the NCWRP must be
reviewed and approved before it can be used to satisfy mitigation requirements. Applicants
will be notified early in the review process by the 401/Wetlands Unit if payment into the
NCWRP is available as an option. For additional information regarding the application
process for the NCWRP, check the NCWRP website at http://h2o.enr.state.nc.us/wro/index.htm. If
use of the NCWRP is proposed, please check the appropriate box on page three and provide
the following information:
Not applicable
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):
IX. Environmental Documentation (DWQ Only)
Does the project involve an expenditure of public funds or the use of public (federal/state/local)
land?
Yes ® No ?
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 ?
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 Butlers (DWQ Only)
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
Page 9 of 12
Regional Office may be included as appropriate. Photographs may also be included at the
applicant's discretion.
Will the project impact protected riparian buffers identified within 15A NCAC 2B .0233
(Meuse), 15A NCAC 2B .0259 (Tar-Pamlico), 15A NCAC 2B .0250 (Randleman Rules and
Water Supply Buffer Requirements), or other (please identify )?
Yes ® No El If you answered "yes", provide the following information:
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 None 3 None
2 124,000 1.5 NA
Total 124,000
' Zone i extends out 30 feet perpendicular from near bank of channel; Zone L extends an
additional 20 feet from the edge of Zone 1.
If buffer mitigation is required, please discuss what type of mitigation is proposed (i.e., Donation
of Property, Conservation Easement, Riparian Buffer Restoration / Enhancement, Preservation or
Payment into the Riparian Buffer Restoration Fund). Please attach all appropriate information as
identified within 15A NCAC 2B .0242 or. 0260.
Not applicable
XI. Stormwater (DWQ Only)
Describe impervious acreage (both 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.
The impervious areas are being increased by the construction of the two pump stations. Less
then 10 percent of the total site acreage will be converted to impervious surface. Silt fence will
be placed so as to prevent sediment from going into stream ditches, and wetlands. Stone check
dams will be placed at pipe inverts and in channels to minimize potential soil erosion.
X11. Sewage Disposal (DWQ Only)
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.
This project is not generating wastewater. The proposed sanitary sewer force main and pump
stations will discharge to the Greenville Utilities Commission wastewater treatment plant.
Page 10 of 12
XM. Violations (DWQ Only)
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
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).
Not applicable
A
Applicant/Agent's Signature I Dite
(Agent's signature is valid only if an authorization letter from the applicant is provided.)
US Army Corps Of Engineers Field Offices and County Coverage
Asheville Regulatory Field Office Alexander Cherokee Iredell Mitchell Union
US Army Corps of Engineers Avery Clay Jackson Polk Watauga
151 Patton Avenue Buncombe Cleveland Lincoln Rowan Yancey
Room 208 Burke Gaston Macon Rutherford
Asheville, NC 28801-5006 Cabamus Graham Madison Stanley
Telephone: [phone] Caldwell Haywood McDowell Swain
Fax: [phone] Catawba Henderson Mecklenburg Transylvania
Raleigh Regulatory Field Office Alamance Durham Johnston Rockingham Wilson
US Army Corps Of Engineers Alleghany Edgecombe Lee Stokes Yadkin
6508 Falls of the Neuse Road Ashe Franklin Nash Surry
Suite 120 Caswell Forsyth Northampton Vance
Raleigh, NC 27615 Chatham Granville Orange Wake
Telephone: [phone] Davidson Guilford Person Warren
Fax: [phone] Davie Halifax Randolph Wilkes
Washington Regulatory Field Office Beaufort Currituck Jones Pitt
US Army Corps Of Engineers Bertie Dare Lenoir Tyrrell
Post Office Box 1000 Camden Gates Martin Washington
Washington, NC 27889-1000 Carteret* Green Pamlico Wayne
Page 11 of 12
Telephone: [phone] Chowan Hertford Pasquotank
Fax: [phone] Craven Hyde Perquimans *Croatan National Forest Only
Wilmington Regulatory Field Office Anson Duplin Onslow
US Army Corps Of Engineers Bladen Harnett Pender
Post Office Box 1890 Brunswick Hoke Richmond
Wilmington, NC 28402-1890 Carteret Montgomery Robeson
Telephone: [phone] Columbus Moore Sampson
Fax: [phone] Cumberland New Hanover Scotland
US Fist
US Fish and Wildlife Service
Raleigh Field Office
Post Office Box 33726
Raleigh, NC 27636-3726
Telephone: [phone]
i and Wildlife Service / National M
US Fish and Wildlife Service
Asheville Field Office
160 Zillicoa Street
Asheville, NC 28801
Telephone: [phone]
[arine Fisheries Service
National Marine Fisheries Service
Habitat Conservation Division
Pivers Island
Beaufort, NC 28516
Telephone: [phone]
North Carolina State Agencies
Division of Water Quality
401 Wetlands Unit
1650 Mail Service Center
Raleigh, NC 27699-1650
Telephone: [phone]
Fax: [phone]
Division of Water Quality
Wetlands Restoration Program
1619 Mail Service Center
Raleigh, NC 27699-1619
Telephone: [phone]
Fax: [phone]
CAMA and NC Coastal Counties
State Historic Preservation Office
Department Of Cultural Resources
4617 Mail Service Center
Raleigh, NC 27699-4617
Telephone: [phone]
Fax: [phone]
Division of Coastal Management Beaufort Chowan Hertford Pasquotank
1638 Mail Service Center Bertie Craven Hyde Pender
Raleigh, NC 27699-1638 Brunswick Currituck New Hanover Perquimans
Telephone: [phone] Camden Dare Onslow Tyrrell
Fax: [phone] Carteret Gates Pamlico Washington
NCWRC and NC Trout Counties
Western Piedmont Region Coordinator Alleghany Caldwell Watauga
3855 Idlewild Road Ashe Mitchell Wilkes
Kernersville, NC 27284-9180 Avery Stokes
Telephone: [phone] Burke Surry
Mountain Region Coordinator Buncombe Henderson Polk
20830 Great Smoky Mtn. Expressway Cherokee Jackson Rutherford
Waynesville, NC 28786 Clay Macon Swain
Telephone: [phone] Graham Madison Transylvania
Fax: [phone] Haywood McDowell Yancey
Page 12 of 12
Pre-Construction Notification
Greenville Utilities Commission
Green Mill Run and Fork Swamp Regional Pump Station
Approximate Site Coordinates for Wetlands Crossings
Latitude/Longitude
Wetland Latitude/Lon itude
A 35 32' 32" N / 77 22' 21.3" W
E 35 32' 52" N / 77 22' 24.8" W
D 35 32' 55.3" N / 77 22'28.0" W
G 35 33' 7.3" N / 77 22' 37.2" W
F 35 33' 9.1 " N / 77 22' 37.5" W
C 35 35' 6.6" N / 77 23' 54.0" W
1 35 39' 39.4" N / 77 22' 58.5" W
J 35 35' 32.9" N / 77 22' 39.5" W
On page G13 35 35' 35.1 " N / 77 22' 28.5" W
On page G13 35 35' 34.8" N / 77 22' 32.9" W
K 35 36' 17.3" N / 77 21' 1.9" W
H 35 32' 31.9" N / 77 21' 50.4" W
,Y
COMBINED SURVEYING RESOURCES l
Professional Land Surveyors
3701 NATIONAL DRIVE SUITE 110 RALEIGH, NORTH CAROLINA 27612 .`
919-787-0900
V?
a
CP&L OPERATIONS CENTER
SPRING FOREST ROAD SITE 2
10yr-5min Storm
Area I C Q
acres in/hr cfs
Pre-Development
Existing Improvements 1.70 7.50 0.90 11.48
Existing vacant 4.95 7.50 0.25 9.28
Total 6.65 20.76
Post-Development
Existing Improvements 1.70 7.50 0.90 11.48
Pavement/Roof/Concrete 1.13 7.50 0.95 8.05
Gravel 1.67 7.50 0.50 6.26
Landscaped/Grassed 2.15 7.50 0.25 4.03
Total 6.65 29.82
4
01
2yr-5min Storm
Area I C Q
acres in/hr cfs
Pre-Development
Existing Improvements 1.70 5.76 0.90 8.81
Existing vacant 4.95 5.76 0.25 7.13
Total 6.65 15.94
Post-Development
Existing Improvements 1.70 5.76 0.90 8.81
Pavement/Roof/Concrete 1.13 5.76 0.95 6.18
Gravel 1.67 5.76 0.50 4.81
Landscaped/Grassed 2.15 5.76 0.25 3.10
Total 6.65 22.90

``t u I I I N I I I,,,,
•?` N CAR
•• Q.
00
SEAL I '
2? 026395
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?, S
Compute Required Capture difference between Pre and Post Development for 2 year storm:
Storage Volume:
22.90 cfs - 15.94 cfs = 6.96 cfs
Duration 5 minutes, convert to seconds: 5 min x 60 sec/min = 300 s
Impound 6.96 cis x 300 s = 2,100 cf
Size Device: Use rectangular channel filled with 1 1/2"-2" stone wrapped with filter fabric to
run along riparian buffer.
Length of channel = 540 ft
Voids in stone = 40%
Depth = 3'
Compute Width: V (water) = V (voids) = L x D x W x Void%
2,100 cf = 540 ft x 3 ft x W x.4
W = 3.24 ft = 3'3"
Do not route. Instead dewater by placing 4" laterals spaced 25' on center to continuous
4" perforated pvc in #57 stone wrapped in filter fabric running along embankment
parallel to buffer. When bottom of 3'x 3'3" channel reaches original ground (topsoil
removed) discontinue pvc and gravel manifold. Dewatering will occur through infiltration
for the remainder of the downstream channel. Wake County Soils maps reveal CeC2
soil with infiltration rates of 0.63 - 2 inches per hour. An independent soil study should
be performed by a qualified materials engineering company to confirm data.
Inspect topsoil and vegetation periodically and after moderate rain storms. Repair and replace
topsoil and vegetation as necessary.
tit IIII U !I//,/
N GMO
•'•? FESS/O ••?
f? SEAL 9!°
S 026395 = >-
GIN
6-57-0/
Calculate Nitrogen Load for Site:
Export Coefficients for Semi-Pervious Surface:
Source: City of Raleigh - Stormwater Design Manual
Table 2.2 Page 2-3 Recommended Runoff Coeffecient Values
Streets: Gravel 0.50 Use 50 percent impervious
Source: Neuse River Basin: Model Stormwater Program for Nitrogen Control
Appendix F. (p. 24) Development of Nitrogen Export Methodologies
Method for Quantifying TN Export from New Developments
Using Schueler's "Simple Method"
C pervious 1.4mg/L
C impervious 2.6 mg/L
L=(P'Pj `(Rv/12))' (C)'2.72
Where:
L= 8.57
Rv= 0.05+0.009'1= 0.05+0.009'50= 0.50
L= Nitrogen Loading in Ibs/ac/year
P=Annual Precipitation for Raleigh (in) = 42.00
Pj=Correction Factor for storms with no runoff=0.90 = 0.90
Rv=runoff coefficient, the fraction of rainfall converted to nitrogen runoff
1=percent impervious = 50.00
C=flow-weighted mean concentration of the pollutant (50%imp) = 2.00
SO FT ACRES TN export TN export TN export
Coeff• by Land Use From Site
Gravel1 12540.00 0.29 8.57 2.47
Pavement/Roof 44785.00 1.03 21.20 21.80
Gravel 2 60405.00 1.39 8.57 11.88
Grass Island 1 985.00 0.02 1.20 0.03
Grass Island 2 987.00 0.02 1.20 0.03
Perimeter Vegetation 41291.00 0.95 0.90 0.85
Grass to Pavement 2 243.00 0.01 21.20 0.12
Grass to Pavement 3 3443.00 0.08 21.20 1.68
Grass to Pavement 4 975.00 0.02 21.20 0.47
Pavement to Grass 1820.00 0.04 1.20 0.05
167474.00 3.84 106.44 39.37 10.24
Credit for Riparian Buffer:
Use 1/2 of 50' wide riparian buffer for length of site:
If 50' buffer removes 30% TN than 25' of buffer removes 15% TN.
TN LEAVING SITE . TN entering buffer = 10.24 x (1-15/100) = 8.70 Ibs/acre/yr ??0%,
k CAR `'',
Calculate Cost to Buy Down to Required Site TN ,; SS/p •.
9 '
•
;
Post Development - Allowable x $330 / lb = (8.70 Ibs/acre/yr - 3.60 Ibs/acre/yr) x $330 /Ib = $1,683.00 S EAL =
0 026395 >.

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COPY TO:
PAGE OF
2747 E. Tenth St 0 Greenville, NC 0 Telephone: [phone]
U.S. ARMY CORPS OF ENGINEERS ?
N 39?/18D°
ag (? g b Wilmington District
Action ID: ' DO UC>3 S S County: I
Notification of Jurisdictional Determination
Property owner/Authorized Agent r?-re.-eNV1 (e LX 1 Jie& L nym,5S lon
Address /0 -Spe. I( ,,A ?SSGCiGi?eS, •V ?, A iu 64fv,e -?(JCUJI
a349 ?ns+ TQn& Sjrej, ?ree??tlll? . N.CJ. ?7?5?
Telephone Number (r), 5,;6 257 - 12oo
Size and Location of Property(dy, Highway name/number, town, etc.)
rorc 11 1 r watrbo be- loC.44ed 44,4& AAN ,61 y S ? r'o
c S rw 'e? S r ? ? t°t ?o?°e ? 'r'c e
Indicate Which of the following apply: - U` S?rep, a :?f QC 2m ?Y1ra? cc?
W, Cross' SeV?Ya rt b u c.Lr J
rC rttLT?r \'Ver,
• Thare wetlanc)s on the above' describ propert hi
]?%'r
y/w we/trongly su4est should a delineate and
srv yed. The s rv eyed welines u
ed by o4r staff befofe the CorKswill makeA final
J st be v ifi
'uri dictional d ermination ur pr ertY.
P
• Be use of the )zee of your p operty a our pres t worklo ,our ident' ication an delineation f your
Frc,r,erps ands cann t be accom fished in timely m ner. Yo ay wish t employ a onsultant to btain a
timely lineation o the wetla ds. Once our consu ant has fla ed a wetl d line on th property,
staff ll review i and, if it i accurate, a strongl recomme that you ve the line rveyed for
final appral by the rps. The rps will n t make a f nal jurisdictional deter ination on your property
without a;/approved survey.
(? • The wetlands on your lot have been delineated, and the limits of Corps jurisdiction have been explained
to you. Unless there is a change in the law or our published regulations, this determination may be relied
upon for a period not to exceed years from the date of this notification.
• ?r'qer are w lands /ca ent oth above d scribed operty wh' h are subje t to the per it
' ements of ection f the Cie n Water ct (33 U 1344). U ess there is change in t law
or r publishe regulatihis dete ination ay be re ' d upon for period not Z exceed thr years
fr m the date f this noti on.
• Th?projecti/located i?ne of theA Coastal counties./ou should/ontact the ?arest State O?ce of
C astal Ma agement t(6 determine(their requirements.
Placement of dredged or fill material in wetlands on this property without a Department of the Army
permit is in most cases a violation of Section 301 of the Clean Water Act (33 USC 1311). A permit is
not required for work on the property restricted entirely to existing high ground. If you have any
questions regarding the Corps of Engineers regulatory program, please contact
14neu 1 f f_ ` at ? 5 a 1 975- 16 1l ?eK .
Property owner/Authorized Agent Sig ature
Project Manager Signature
Date '?-' -') 3 - r? d y) Expiration Date 3 ` v? d D
SURVEY PLAT OR FIELD SKETCH OF DESCRIBED PROPERTY AND THE WETLAND
D LINEATION F RM MU T BE ATTACHED TO HE YELLOW (FILE) COPY OF THIS,FORM.
CFSAW Form 556 S ih? /w ?T ?/LO? f / /Av? ?12? ???5 2 L0'e#44
J4 el? S (Jr- 4,1 A; 0
Applicant: e (,l , , File Number: Zoollo38S Date: a a3-aoo/
Attached is: See Section below
INITIAL PROFFERED PERMIT Standard Permit or Letter of ermission A
PROFFERED PERMIT Standard Permit or Letter of permission) B
PERMIT DENIAL C
APPROVED JURISDICTIONAL DETERMINATION D
PRELIMINARY JURISDICTIONAL DETERMINATION E
SECTION- I The followingg -identifies Your.rr ts`ando bons Tegarding an'adrriinistrative appeal:ofthe above
.
decision Additrioiial information may be-.found at http://tisace.anny.mil/ine't/funcii6n' /cecwo/reg or
Corps regulations` at 33 CFR`Part 33 L.
A. INITIAL PROFFERED PERMIT. You may accept or object to the permit.
• ACCEPT: If you received a Standard Permit, you may sign the permit document and return it to the district engineer for final
authorization. If you received a Letter of Permission (LOP), you may accept the LOP and your work is authorized. Your
signature on the Standard Permit or acceptance of the LOP means that you accept the permit in its entirety, and waive all rights
to appeal the permit, including its terms and conditions, and approved jurisdictional determinations associated with the permit.
• OBJECT: If you object to the permit (Standard or LOP) because of certain terms and conditions therein, you may request that
the permit be modified accordingly. You must complete Section II of this form and return the form to the district engineer.
Your objections must be received by the district engineer within 60 days of the date of this notice, or you will forfeit your-right
to appeal the permit in the future. Upon receipt of your letter, the district engineer will evaluate your objections and may: (a)
modify the permit to address all of your concerns, (b) modify the permit to address some of your objections, or (c) not modify
the permit having determined that the permit should be issued as previously written. After evaluating your objections, the
district engineer will send you a proffered permit for your reconsideration, as indicated in Section B below.
B: PROFFERED PERMIT: You may accept or appeal the permit
ACCEPT: If you received a Standard Permit, you may sign the permit document and return it to the district engineer for final
authorization. If you received a Letter of Permission (LOP), you may accept the LOP and your work is authorized. Your
signature on the Standard Permit or acceptance of the LOP means that you accept the permit in its entirety, and waive all rights
to appeal the permit, including its terms and conditions, and approved jurisdictional determinations associated with the permit.
APPEAL: If you choose to decline the proffered permit (Standard or LOP) because of certain terms and conditions therein, you
may appeal the declined permit under the Corps of Engineers Administrative Appeal Process by completing Section II of this
form and sending the form to the division engineer. This form must be received by the division engineer within 60 days of the
date of this notice.
C: PERMIT DENIAL: You may appeal the denial of a permit under the Corps of Engineers Administrative Appeal Process
by completing Section II of this form and sending the form to the division engineer. This form must be received by the division
engineer within 60 days of the date of this notice.
D: APPROVED JURISDICTIONAL DETERMINATION: You may accept or appeal the approved JD or
provide new information.
ACCEPT: You do not need to notify the Corps to accept an approved JD. Failure to notify the Corps within 60 days of the
date of this notice, means that you accept the approved JD in its entirety, and waive all rights to appeal the approved JD.
APPEAL: If you disagree with the approved JD, you may appeal the approved JD under the Corps of Engineers Administrative
Appeal Process by completing Section II of this form and sending the form to the division engineer. This form must be received
by the division engineer within 60 days of the date of this notice.
E: PRELIMINARY JURISDICTIONAL DETERMINATION: You do not need to respond to the Corps
regarding the preliminary JD. The Preliminary JD is not appealable. If you wish, you may request an
approved JD (which may be appealed), by contacting the Corps district for further instruction. Also you may
provide new information for further consideration by the Corps to reevaluate the JD.
SECTIONII=RE VEST FOR-APPEAL:orOBJECTIONS TO AN INITIAL: PROFFERED PERIv=T.
REASONS FOR APPEAL OR OBJECTIONS: (Describe your reasons for appealing the decision or your objections to an
initial proffered permit in clear concise statements. You may attach additional information to this form to clarify where your reasons
or objections are addressed in the administrative record.)
ADDITIONAL INFORMATION: The appeal is limited to a review of the administrative record, the Corps memorandum for the
record of the appeal conference or meeting, and any supplemental information that the review officer has determined is needed to
clarify the administrative record. Neither the appellant nor the Corps may add new information or analyses to the record. However,
you may provide additional information to clarify the location of information that is already in the administrative record.
POINT OF CONTACT FOR QUESTIONS' OR INFORMATION:
If you have questions regarding this decision and/or the appeal If you only have questions regarding the appeal process you may
process you may contact: also contact:
Mr. Henry Wicker, Regulatory Specialist Mr. Arthur Middleton, Administrative Appeal Review Officer
Washington Regulatory Field Office CESAD-ET-CO-R
Post Office Box 1000 U.S. Army Corps of Engineers, South Atlantic Division
Washington, North Carolina 27889 60 Forsyth Street, Room 9M15
[phone], ext. 25 Atlanta, Georgia 30303-8801
RIGHT OF ENTRY: Your signature below grants the right of entry to Corps of Engineers personnel, and any government
consultants, to conduct investigations of the project site during the course of the appeal process. You will be provided a 15 day
notice of any site investigation, and will have the opportunity to participate in all site investigations.
Date: Telephone number:
Signature of appellant or agent.
DIVISION ENGINEER:
Commander
U.S. Army Engineer Division, South Atlantic
60 Forsyth Street, Room 9M15
Atlanta, Georgia 30303-3490
Spruill & Associates Inc memo
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PAGE OF

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VICTOR THOMAS COREY
ESTATE FILE 92E-707
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PLAN
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,ZEN AND SAWM,
mmentai Engineers & Scientists
acif'hnco Rlv.l Rnlcinh Nnr1h (`nr..linn 77R(17
GREENVILLE UTILITIES COMMISSK
CITY OF GREENVILLE, NORTH CARO
SOUTHSIDE COLLECTION SYSTEM IMPROVEMEN"

116+00
1-1 /4' BEND
117+00 118+00 11 c
PROFILE
HORZ. 1'=40'
VERT. 1'=4'
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L d�'Aw t No.
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Spruill & Associates Inc- mems
TO: Z�/" r8/1(1; PC DATE:
RE: Gu Wc--rt,AnJpS
FROM: 57 -r -\/E; S PRUIU-
J-f 5 6. -3026-Z
SPRUILL PROJECT NO./ %Z-
TTAG>-4 C r> j S A/U I nl V616 6 �,Ajn A GoP�/
�� r :n E C Ne p S APEAL aF 22 6
/ZfT
T
n
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e
COPY TO:
2747 E. Tenth St 0 Greenville, NC 0 Telephone: [phone]
PAGE _/ OF _/

v D U.S. ARMY CORPS OF ENGINEERS
3y37�
N
C 375b Wilmington District
h 1
Action ID: Q` 4 County:
Notification of Jurisdictional Determination
Property owner/Authorized Agent
Address
r -)I VII)-<s16r)
Telephone Number
Size and Location of Property(waterbody, Highway name/number, town, etc.) rrk$ I�'ty i, tot co rrt6e'l1
,pa -
- Pil
C J J
n ,'\ Cl 1 "1 w
Indicate Which of the following apply: 011
• ThFisdictio4l
e are we lands on t e above de cribed pr erty which e strongly su est should be deline� ed and
suyed. e surveye we
1' es must a verified by�our staff befjre the Corps tll make a final
'udetermi tion on o r ro ert .
Y P P
• Becau of the size of your pr erty and o ` r present wor oad, our ident' ication and d ineation of y r
wetla ds cannot accompli ed in a ti ely manner. u may wish t employ a co ultant to obt to a
mor timely deli ation of t e wetlands. Once your co ultant has fla ed a wetland ne on the pr perty,
Cor s staff will view it, a d, if it is ac rate, we sl gly recomme that you hav the line sury yed for
fin 1 approval the Corp . The Corp will not mak a final jurisdic tonal determination on your property
without an ap roved su 'y.
• The wetlands on your lot have been delineated, and the limits of Corps jurisdiction have been explained
to you. Unless there is a change in the law or our published regulations, this determination may be relied
upon for a period not to exceedyears from the date of this notification.
• The are n wetlands prese/�h
the abo e described/property whi h are subject o the p mit
req firemen of Sectio 404 of lean W erAct (33 C 1344). U ess there is a ange in,Kle law
or ur pub 'shed regu tions, thirmin ion maybe r lied upon for period not ted th ee years
fr m the d to of this otificatio
Th �proje - is located 'n une of tltc "``J Coastal Cuu ,lies. You shuy�d contact tjle nearest StAte U Lice of
C astal anagemento determinheir requiren�ts. / /
7
Placement of dredged or fill material in wetlands on this property without a Department of the Army
permit is in most cases a violation of Section 301 of the Clean Water Act (33 USC 1311). A permit is
not required for work on the property restricted entirely to existing high ground. If you have any
quesTns regarding/the/Corps of Engineers regulatory program, please contact�
at
Property owner/Authorized Agent Signature
Project Manager Signature L, A'16.
Date � - /% —„ CSG
U
Expiration Date
S-lioc%S-
SURVEY PLAT OR FIELD SKETCH OF DESCRIBED PROPERTY AND THE WETLAND
DELINEATION FORM MUST BE ATTACHED TO THE YELLOW (FILE) COPY OF THIS FORM.
CBSAW Form Nr,
1 OCT 92

SpniM & Associates Inc
2747 East Tenth Street
Greenville, North Carolina 27858 252 / 757-1200
February 1, 2001
Mr. Henry Wicker
Corps of Engineers
P.O. Box 1000
Washington, N.C. 27889
RE: Job No. 991.72
Greenville Utilities Commission
Southside Collection System Improvements
Wetlands Delineation for Sewer Line Route
COE Action ID: 200011148
Dear Henry:
Attached for your use please find the following information relevant to the subject
project:
- Two vicinity / location maps (one each for force main route & access road)
- Two quadrangle maps depicting force main route and one quadrangle map showing
access road
- Two copies of soils maps for force main route and one soils map for access road
- Copies of determination forms for sample plots five through ten
- Nine copies of various portions of the plans depicting wetland areas and waters of the
U.S.
This information is for the second half of the force main project under design for
Greenville Utilities Commission by Hazen & Sawyer in addition to the proposed access road
route through the Corey property to the proposed Fork Swamp Pump Station. You issued a tear
sheet for the above referenced action ID number approving my delineation for the first part of the
project on May 17, 2000.
The second portion of the force main route begins at Arlington Blvd. on the west side of
CSX Railroad and runs in a general northeasterly direction for 19,700 linear feet to the old sewer
plant site at the end of Second Street. The corridor width being evaluated for wetlands along this
route is generally 80 feet as centered on the proposed force main. In areas where the proposed
force main runs parallel to a canal or creek the evaluation limits are to the top of bank. Wetland
area I is a man made stormwater detention pond near the beginning of the route. Wetland areas J
and K occur in flood plains adjacent to Green Mill Run as shown on the attached plans. UTM
coordinates for the mid -point of this portion of the route are N= 3941.80 meters and E=0286.18
meters.
The access road route being evaluated begins at the proposed Fork Swamp Pump Station
and runs northeasterly through the Corey property, east of and parallel to a tributary to Fork
991.72 - Hazen and Sawyer

Swamp Canal, to the Corey northern line; thence easterly inside the Corey northern line to SR
1709 (Corey Road). This route is approximately 3100 linear feet with the midpoint having UTM
coordinates of N=3935.30 meters and E=0285.21 meters. Wetland area H occurs near this
midpoint.
My delineation revealed four wetland areas (H,I,J, & K) and 8 crossings of Waters of the
US as shown on the attached copies of the plans. Please review the enclosed information and let
me know if you would like to meet on site to review my findings. It is my understanding that
Hazen & Sawyer will be applying for permits on behalf of Greenville Utiliteis Commission for
the proposed utility line. Please don't hesitate to call should you have any questions or require
any additional information concerning this matter.
Very Truly Y s
Stephen N. Spruill
cc: Tom Tant, P.E.
Hazen & Sawyer
991.72 - Hazen & Sawyer

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ROUTINE WETLAND DETERMINATION
11987 COE Wetlands Delineation Manual)
AccE,45, RoA.P
WETILANO )k)MA H
Proiect/site: L� V c G 0 AIS
Date:
Applicant/Owner: l�REC-n(IiILLF ll'I'lLltl S GQhtltiJt5510N.
County: -
Investigator: SI16d8 SPRUI LL
State: n/ C
Do Normal Circumstances exist on the site? N
Community ID:
Is the site significantly disturbed (Atypical Situation)? fes
Transect ID:
Is the area a potential Problem Area?
Plot ID:
(ifneeded, explain on reverse.)
VEGETATION
Dominant Plant Soecles Stratum Indicator Dominent Plant Soeclee Stratum Indicator
1. lJ60U)D1hAI&jb,& S M&e.1Fiu _ t 9.
2.7'A ODI pIYIIGHum _Z dSL 10.
3. AC&P, gUBUM, -M1!4 FA 1,.
4. ZVE'A QPACA —�F-=— _9AL— 12.
5. PAR66A PALU57XIS 13.
8. Aka mptik�7 G_j�l/ 14.
7. sMILA-Y, R0MND1A4A 15.
Percent of Dominant Species that are OBL, FACW or FAC �w �j
(excluding FAC-). C1/ /U
Remarks:
HYDROLOGY
_ Recorded Onto (Describe in Remarks):
_ Stream, Lake, or Tide Gauge
_ Aerial Photographs
Z_ Other
No Recorded Data Available
Field Observations:
Depth of Surface Water. on.)
Depth to Free Water in Pit (in.)
Depth to Saturated Soil: On.)
Remarks:
Wetland Hydrology Indicators: .
Primary Indicators:
— l ated
j/ aturated in Upper 12 Inches
Water Marks
Drift Lines
Sediment Deposits
T.edrainage Patterns in Wetlands
Secondary Indicators (2 or more required):
Oxidized Root Channels in Upper 12 Inches
—U7-Water-Stained Leaves
Local Soil Survey Data
_ FAC -Neutral Test
Other (Explain in Remarks)

Loft r m rvnM
ROUTINE WETLAND DETERMINATION
0 987 COE Wetlands Delineation Manual)
project/site:.SOuTA51t>E GOLLIrean
Applicant/Owner. 6& ILL6 UTMITIE S
Investigator. S E SP
Ail) LL
Do Normal Circumstances exist on the site?
Is the site significantly disturbed (Atypical Situation)?
is the area a potential Problem Area?
(if needed, explain on reverse.)
VEGETATION
Y' r • -r j
Ac.c.ESs PAN>
,, JC -1-L &J1> ^>eO—A .
Date:12-29G a 0 L) P
M ffgy uv wunxy: r i[
State: &C
LTJ N Community ID:
es Transact ID:
Yes o Plot ID:
Dominant Plant Species Stratum
1. iNuS TAEj?A lft&
Indicator
):AA C
Dominent Plant Species Stratum Indicator
9.
2..ASA2 S6b PA LIS V IO TR-��
3.A wigDwAR1Ar Q' 7c -A
4. 6MILAX Rafal hoc/a Y
G
AA G
10.
11.
12.
S. UMS 60hit-VlFOLIA V
FAL.13.
_ Water Marks
6.. C E I f _ _
7.
�cj +'
14.
15.
8.
^ /
16.
Depth of Surface Water. / V (in.)
_ Oxidized Root Channels in Upper 12 Inches
Depth to Free Water in Pit: 7 lin.)
Percent of Dominant Species that are OBL, FACW or FAC
(excluding FAC-).
6
Remarks:
Depth to Saturated Soil: _On.)
Other (Explain
Other (Explain in Remarks)
HYDROLOGY
_ Recorded Data (Describe In Remarks):
Wetland Hydrology Indicators: .
_ Stream, Lake, or Tide Gauge
Primary Indicators: '
_ Aerial Photographs
_ Inundated
_ Other
_ Saturated in Upper 12 Inches
V No Recorded Data Available
_ Water Marks
_ Drift Lines
_ Sediment Deposits
Field Observations:_
Drainage Patterns in Wetlands
^ /
Secondary Indicators (2 or more required):
Depth of Surface Water. / V (in.)
_ Oxidized Root Channels in Upper 12 Inches
Depth to Free Water in Pit: 7 lin.)
Water -Stained Leaves
�/Cocal Sod Survey Data
_ Test
Depth to Saturated Soil: _On.)
Other (Explain
Other (Explain in Remarks)
Remarks: n/O PR)MARy /4yDR0L0(gy IIVDtrSATOXS f AAQeA
AT ?'Nis Pear ON 3,5ya St.aPG _t I�1+ICJ4
APPAN-P-l.=�nll XF-E-P� NypRGL0ay LE.VeLS Loc,j&&-p

W#% I P% r1unm
ROUTINE WETLAND DETERMINATION
0 987 COE Wetlands Delineation Manual)
STA
A Re. �rZ M
Zg-h00
te: SO Coc.LEG S /�'� EMGdT5
Date:/Owner.
l6L U IG TIE %
County: Plrr
or.
State:l
Circumstances exist on the sitel
F
Community ID:
sionificantly disturbed (Atypical Situation)? Yes
Transect ID:
a a potential Problem Area? YesPlot
ID:
ed, explain on reverse.)
-=S,
7.�2JW�A J MWZ?IFotr
VEGETATION
Dominant Plant Species
14IR/DAriyPM4
Stratum Indicator
VA11eA 7*99 FAG
Dominant Plant Species Straturn Indicator
s.
2. L
l4?ICA :2P—C— AC-
1o.
3, Ytgg, 68
Me PAC
11.
12.
4. ar i5iX drAcA
5L%&(Le7 M
e. R07unr
S LAL—
SLN�lS� _ -
1,CQ1/A
13.
14.
-=S,
7.�2JW�A J MWZ?IFotr
_ A/ � G
IS.
a.�IGG 5 Gh1
SINF�/5 E �_ �A G
t a.
Percent of Dominant Species that are OBL, FACW or FAC
(exciuding FAC-).
i►� v �O
Remarks:
HYDROLOGY
_ Recorded Data (Describe in Remarks):
_Stream, Lake, or Tide Gauge
_ Aerial Photographs
00'_ Other
_ No Recorded Data Available
Wetland Hydrology Indicators:
Primary In icators:
lolnundated
Zsatursted in Upper 12 Inches
Water Marks
Drift Lines
_ Srlirnent Deposits
rainage Patterns in Wetlands
Field Observations:
/ /�
Secondary Indicators (2 or more required):
Depth of Surface Water. / r ^ (in.)
Oxidized Root Channels in Upper 12 Inches
2 I !
TiGv er-Stained Leaves
Depth to Free Water in Pit: On.)
ocal Sod Survey Data
FAC -Neutral Test
Depth to Saturated Sod: On.)
Other (E)plain in Ramarks)
Remarks:

vr% IA runm - -
ROUTINE WETLAND DETERMINATION STA 2_$+00 —,*M 56+410
(1987 COE Wetlands Delineation Manual)
te: 1DE Coy M
4
Date: I2 / 5' 0a
/0wner.l i:.Cfl
S
County: /
or. S R tA I L
//
State: G
al Circumstances exist on the site?
FNormal
Yes
Community ID:
significantly disturbed (Atypical Situation)l
Yes o
Transect 10:
a a potential Problem Areal
Yes No
Plot ID:
ded, explain on reverse.)
VEGETATION
Dominant Plant Species Stratum Indicator Dominant Plant Species Stratum Indicator
1GARa -mmEN2 fiA .lit UEC 9.
2.. QUflmu,�y ALF -7A Ift FA 1o.
3.6AWA TOM C -AJ _MSA, !�S UAL 11.
4, OCU C BLS S ��L 12.
5. O 0 ra _ 13.
8. NOIPI55 14.
Percent of Dominant Species that are OBI, FACW or. FAC
(excluding FAC-).
Remarks:
HYDROLOGY
_ Recorded Data (Describe in Remarks):
_ Stream, Lake, or Tide Gauge
_ Aerial Photographs
_ Other
I/No Recorded Data Available
_Z
Wetland Hydrology Indicators: ON
Primary Indicators:
_ Inundated
_ Saturated in Upper 12 Inches
—Water Marks
_ Drift Lynes
_ Sediment Deposits
_ Drainage Patterns in Wetlands
Reld Observations:
A/lA
Secondary Indicators (2 or more required):
Depth of Surface Water. "f /-' (in.)
_ Oxidized Root Channels in Upper 12 Inches
//
_ Water -Stained Leaves
Depth to Free Water In Pit: Z_tin.)
_ Local Soil Survey Data
_ FAC -Neutral Te st
�//
Depth to Saturated Soil: 7 On.)
Other (Explain in Remarks)
Remarks:

DATA FORM
ROUTINE WETLAND DETERMINATION
11987 COE Wetlands Delineation Manual)
STA
VEGETATION
Dominant Plant Speclea
i.-MODIom P15T)CNUnM
Stratum Indicator
'il?08L
Dominant Plant Species Stratum Indicator
s.
1a
AVATIGA 'fV AcG
3. GIC 1CUIMuhl
5 OA
Secondary Indicators (2 or more required):
4. � XIGOpEN D R.wu ADI
C.AI�K V )C -'A G
12.
5.
Depth to Free Water in Pit: au
13.
6.
FAC -Neutral Test
14.
7.
Remarks:
15.
Percent of Dominant Species that are OBL. FACW or FAC
(excluding FAC-).
//''/�
o
Remarks:
HYDROLOGY
_ Recorded Data (Describe in Remarks):
_ Stream, Lake, or Tide Gauge
_ Aerial Photographs_
_ Other
V No Recorded Data Available
Wetland Hydrology Indicators:
Primary Indicators:
Inundated
:Efaturated in Upper 12 Inches
_L*ater Marks
_ Drift Lines
Sediment Deposits
Field Observations:
�alnago Patterns in Wetlands
Secondary Indicators (2 or more required):
Depth of Surface Water. (in.)
_ Oxidized Root Channels in Upper 12 Inches
Water-Stained Loaves
Depth to Free Water in Pit: au
local Soil Survey Data
FAC -Neutral Test
Depth to Saturated Soil: C.1/ qn.)
_ Other (Explain in Remarks)
Remarks:
w�..

DATA FORM W&A-"P 1° xeA- _;M is
ROUTINE WETLAND DETERMINATION STl4 /55 *74 -leo/ f 2 d
0 987 COE Wetlands Delineation Manual)
u�
Project/Site: tffr Ccs G
Applicant/Owner: VILL.E QnL17')E-4 e -d^
Investigator. C=PRU I U.
Do Normal Circumstances exist on the site?
Is the Site significantly disturbed (Atypical Situation)?
Is the area a potential Problem Area?
(if needed, explain on reverse.)
VEGETATION
Data: J—,/Z - O
County:
State: N G
Fue
Community ID -
Transect ID:
J3 Plot ID:
Dominant Plant Species
5TRUWy1, 5M6nbC
Stratum— Indicator
Donrinant Plant Species Stratum Indicator
9.
2. ! /MAAX R07JAlV1FbLJA
V FSG
to.
3. gLCQMLIM fW�& 1SE
A/ G
11.
4.
12.
S.
Field Observations:
13.
6.
Secondary Indicators (2 or more required):
14.
7.
3b
15.
8.
_ Local Soil Survey Data
16.
_ FAC -Neutral Test
ted Sol: 7 3 0 ¢n.)
Other (Explain in Remarks)
Percent of Dominant Species that are OBL, FACW or FAC
(excluding FAC-).
2 �J
3 60 i 0
Remarks:
HYDROLOGY
_ Recorded Data (Describe in Remarks):
Wetland Hydrology Indicators:
_ Stream, Lake, or Tide Gauge
Primary Indicators:
_ Aerial Photographs
Inundated
Other
Zo
_
Saturated in Upper 12 Inches
Recorded Data Available
_
_ Water Marks
_ Drift Lines
_ Sediment Deposits
Field Observations:
Drainage Panama in Wetlands
Secondary Indicators (2 or more required):
Depth of Surface Water. On.)
_ Oxidized Root Channels in Upper 12 Inches
3b
Water -Stained Leaves
Depth to Free Water in P)C An.)
_ Local Soil Survey Data
u
_ FAC -Neutral Test
ted Sol: 7 3 0 ¢n.)
Other (Explain in Remarks)
LRomarks:

Spruill & Associates Inc
2747 East Tenth Street
Greenville, North Carolina 27858 252 / 757-1200
May 2, 2000
Mr. Henry Wicker
��®
Corps of Engineers
P.O. Box 1000
f,1`(Q 2000
Washington, N.C. 27889
aW
RE: Job No. 991.72
Greenville Utilities Commission
Southside Collection System Improvements
Wetlands Delineation for Sewer Line Route
Dear Henry:
Attached for your use please find the following information relevant to the subject
property:
- One vicinity / location map
- One quadrangle map
Copies of soils maps for route
- Copies of determination forms
- Copies of various portions of the work
maps depicting wetland areas and waters of the U.S.
The route being evaluated for wetlands begins approximate 6500 feet south of Fire Tower
Road on the east side of Fork Swamp Canal and runs northwesterly along the east side of Fork
Swamp Canal to the west side of CSX Railroad; the corridor being evaluated for wetlands along
this portion of the route is from the east bank of Fork Swamp Canal to a line 85 feet northeasterly
from the bank. The route then leaves Fork Swamp Canal and runs northerly along the west side
of CSX Railroad to Arlington Blvd. The corridor being evaluated along this portion of the route
is from the west toe of the railroad bed westerly to a line 30 feet west of the overhead power line.
The route is approximately 22,000 linear feet long. UTM coordinates for the central portion of
the site are N = 3937.88 and E = 0283.75.
991.72-Wicker-GUC

During our site meeting the other day you indicated that you thought my delineation was
O.K. and that once you received my package of information you would issue a "tear sheet"
indicating delineation approval. Please call should you have questions or require any additional
information concerning this matter.
Very Truly Yours,
Stephen N. Spruill, PLS
cc: Tom Tant, P.E.
Hazen & Sawyer
971.72-Wicker-GUC

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DATA FORM
ROUTINE WETLAND DETERMINATION
11987 COE Wetlands Delineation Manual)
purnF e=pTA.T10Af S1TC-
Project/Site: uTN51 LLFG / TS Date:
Applicant/Owner. ,564 LL E oM o County:1 IT
Investigator. E-4 U 1 L l_ State: C
Do Normal C)rcumstancea exist an the site?® N Community ID:
Is the site significantly disturbed (Atypical Situation)? Yes o Transect ID:
Is -the area a potential Problem Area? Yes o Plot ID:_
(If needed, explain on reverse.)
VEGETATION
Dominant Plant Species
1: jywu 5 TAEDA
Stratum Irdostor
T FAG
Dominant Plant Soecies Stratum Indicator
s.
z AczR RueR.11m
FAG
1o.
X.,IRODEnI22?W
,CEG
11
12.
a IGuStRUAr1 Sh1 EiJS E
s V/Tl.$ RffVA10JF01 A
� A e '
�_ FAG
13•
I-WICERA _-'sAyoN14A
V AAA—
14.
r.VM6 Ra'NNU)FOI.i
N FAG.
1S.
sc aNICERA -2 /GIS
Ai r-44
-16-
18. '
FAC -Neutral Test
Depth to Saturated Soil: (in.)
L
Percent of Dominant Species that are 08L. FACW. or FACWe
(excluding FAC -).
qj �`J Aja
y / /
Remarks:
uvnRni nGY
Data (Describe in Remarks):
Wetland Hydrology Indicators:
Stream, Lake, orTide Gauge
Fz_
Primary Indicators:
Aerial Photographs
_InundatedOther
_ Saturated in Upper 12 Inches
Recorded Data Available
_ W� Marks
Lines
_Drift
_ Sediment Deposits
Field Observations:
_ Drainage Patterns in Wetlands
Secondary Indicators (2 or more required):
Depth of Surface Water. (in.)
_ Oxidized Root Channels in Upper 12 Inches
/ On.)
Water -Stained Leaves
:2 -focal Sod Survey Data
Depth to Free Water in Pit:
FAC -Neutral Test
Depth to Saturated Soil: (in.)
_ Other (Explain in Remarks)
Remarks: /V0 yl� L"04Y IAJ DICA,; 1k5 Q77 -i T1= AAJ
AAJAL
?7 D/tI,
G0/41 G LA1P;1FJ�0/4}� St clrk,/'�'1#--- 0 n aF w1A7 le,>
I PW107H /Z povdm wlDTHff e-0 0 SL
S
)are e JeS �V SI 62Y I"L (�r,JeXOD NATE 1�

�7V�W
Map unit Nanta Q
(seder andPhese): Bias
Drainage Class:
Reid Observations
Taxonomy (Subgroup): Pl G 14APL PL uWr7 inn Mapped TYps? ea No
Prefile f7escrioticn:
Depth Metrix. Color
�a Horizon (Muned Moises
Mottle Colors Mottle Texnue. Coeorstiwrs;
(Munsell Maied Abundsncs/Contrest Structure. eta.
)0 V'Vz
NIA A L
0 3 3
t\1L
G2 R 310y
.1A5
tj ED. SSL
HVdric Soil Indicators:
_ Histosd
_ Concretions
_ HMle Epipedon
_High Orgenia ContsM in Surface Layer in SendV Soria
_ Sulfldic Odor
_ Aquic Moisture Repms
Organic Sha W ng, in Sandy Sails
ZUsted on I aoel Hydric. Soils Ust
—Reducing Conditions
_ Usted an Nations!. Hydria Soils List
_ Gleyed or Low -Chrome. Colors
—Other (Explain in Remarks)
Remarks:
-
s
wcn Brun nt:

DATA FORM
ROUTINE WETLAND DETERMINATION
0 987 COE Wetlands Delineation: Manual)
Applicant/Owner. /L MG�
Invesdoator. 5 — L enmu l LL
K
Do Normal Circumstances exist on the site?
Q+4Q
lathe site significantly disturbed (Atypical Situation)?
Is the. area a potential Problem Area?
o,f,
(if needed, explain on reverse.)
vEGiETATION
WET
ARCO, Q
I EMEVJS
Date: •�,L-/D • O 0
115 &AI
County: P /Tl
S � _
State: AX,
Yes o
Community ID:
Yes a
Transect ID:
Yes a
Plot ID: 40 z
t Spoof"
EPINes'
Stratum Indtcaw
S FAOW
Dominant Plant Species Stratum Indicator
AI�CUSTu
73'_
S � _
-10.
NZAA
UOlku' ti rAC4.
11
1z:
Pac.�G"
A O IBIum. / OL L
13.
Remarks: r/�/ 5 PLdt AN 0 U-* rLAPJ Y5 A A CJ S D, E R E
F)1.L_Ev A.A. CA, o FAc SEWER Lik E • fl yPMOLO y
n/ 1/yE ,SIC
rad ?� ApPp�12E/VT �PERC.HED li GcNP 117W PUC TC+ aA4;r--F)L.L
-MA)ALS197AQk Ma:WOP.5
Percent of Dominant Species that are OBL. FACW or FAC/
(excluding -FAC-).
C L8 .?, 1
Remarks:
HYDROLOGY
_ Recorded Data (Describe in Remafks):
_Stream.. Lake, orT(de Gauge
Aerial Photographs
Z!_ Dir
Na Recorded Data Available
Wetland Hydrology Indicators:
Primary Indicators --
�nurxlated
Saturated in Upper 12 Inches
ZWaw Ma*a
_ Drift Lines
Sediment Deposits
607'Orainage Panama in Wetlands
Real Observations:
Secondary Indicators (2 or more required):
Depth of Surface Water. (in.)
_ Oxidized Root Channels in Upper 12 Inches
��
Lon.)
_Water -Stained Leaves
�cd SpA Survey Data
Depth to Free Water In Pit:
FAC -Neutral Test
Depth to Saturated Sod: Qn.)
_ Other (Explain in Remarks)
Remarks: r/�/ 5 PLdt AN 0 U-* rLAPJ Y5 A A CJ S D, E R E
F)1.L_Ev A.A. CA, o FAc SEWER Lik E • fl yPMOLO y
n/ 1/yE ,SIC
rad ?� ApPp�12E/VT �PERC.HED li GcNP 117W PUC TC+ aA4;r--F)L.L
-MA)ALS197AQk Ma:WOP.5

SOILS
Mapa Nan. nn /��
(s.ria and Pfiase)• iN S
•R-ryeid
Oniag
ne Base: —
Taxonomy (Subgroup):
Observations
CorMinn Mapped Type? Y
"' Profile Oesariotbn•
0011th Matsu Color
tlttdmi Horizon mwrAo 14010190
Mottle Colony Mottle Texture. Concretions.
(MunasN MO" AbundancelContmot Stnicturo: etc.
,
o A is Z
�/ A IVA In s
A Z D )
LVA IV A 6LAy G.Ol3. ')'C
Z- t_a- Z
_ i� L\IA _es i
HVdrio Soil Indicators:
H)ataed
_ Concretions
_ Histle Epipedon
_ High 0 gado Content in Surface Layer in Sandy Sods -
_SuMdla Odor
Orgafio Streakinain, Sandy Soils
_Aquia Moisture Regime
listed an Local Hydrio Sails List
Reducing Condidorw
_ Listed an National, HVdrio Sails List
PtleVed or Low•Chroma Colors.
—Other (Explain in Remarks) _
': Remarks: 6014-S 60LOAS \/,AAFlea dr rn"PC-D. P OF)L
U AE- TO 1i A. K r')LL InAMGAiAL AND
/I'1 CTttc►p y6t�� C -!A1£ C0A/ 57X t CGT(ON ,
WETLAND DETERMINATION; ;
7Hvdrcphvdcegetation Prosent?%No (Circle) (Circle)
logy Present? No
reseretl No Is: this Sampling. Point Within s Wetiand7 No
Remarks:
/ �( �lp-?ate

DATA- FORM V .. , p ��"0►nv�l
ROUTINE- WETLAND DETERMINATION.
(1987 COS Wetlands Delineation Manual)
[APrp'pflcanttOwner<-dC_-
jectlSite: C Date: -/D-ZDOb
E 6S County � t�vestigator: � EVE e, U1LL State: L Normal Circumstances exist on the sits? es N Community ID:
the sits signific�ly disturbed (Atypical S tuation)? Yes Transect ID:
the area a potential Problem Areal Yes Plot ID:,
Of needed; explain on reverse:)
VEGETATION
nt Species
Stratum
Indicator
Dominent Plant Species Stratum Indicator
g•
US AL)3A
74_4ROWA
-r
rAeU
.5T
/kI VIWNIMA S 5
l= G
1 z
s cc All w'r) GO / oSIJ
/4G
, 3.
e, / 4TUN
ouA J
PA
14:
T V1775Rom'UNp/FQ
StAIA6MCA Y14INIArNA
S v
6Ld k4+`
,5.
1e.
_ Local Soil Survey Data
_ FAC -Neutral Test
Depth to Saturated Soil: 7On.)
1 Rerosrrt of Dominent Special thoc aro: 081. FAC1N or FAG /1 3 717,
(excludintfi FAC-). ... r� l
Remarks:
i
PRAI"AG 4 'L 0 f %'1 C-cpS �A1^ �� Wt��-A JAJEP
/
uvnani nr.Y
Recorded. Data (Describe in Remarks):
Wetiand Hydrology Indicators:
_
Stream. Lake. or Tide Gauge
Primary Indicators:
_
Photographs
_ Inundated- k
_Aerial
0�
Saturated in Upper 12 Inches
_
V No Recorded Date -Available-
_
_Water Marks }
Drift Lines
—_ Sediment Deposits
Field Observations:
_ Drainage Panama in Wetlands
Secondary Indicators (Z or more required):
Depth of Surface Water. On.)
_ Oxidized Root Channels in Upper 12 Inches
Water -Stained Leaves
�12_
Depth to Free Water in Pit: On.)
_ Local Soil Survey Data
_ FAC -Neutral Test
Depth to Saturated Soil: 7On.)
_ Other (Explain in Remarks)
Remarks: /10LbCa►�i /AjZ>IG1�.T�RS' pC)S)r' SW�Fi44E
�',
PRAI"AG 4 'L 0 f %'1 C-cpS �A1^ �� Wt��-A JAJEP
/

SOILS
Map Unit No is ,Q a C., Clow.(series and Phae): / � � `1 � / on�ineps Clow.r p . D.
/�
Rata Observations
Taxonomy (subgroup): Q Pie, r A L GG A (AUT 5 Confirm Mapped Type? Ya No
Profile Cescriodon'
Oepth Matrix Color Mottle Colors Mottle Teotmn. Concradorm..
anWm)- Horizon (Murad MoistL_ IMymell Moivr Abundence/Contrar S am.
�- (p o Z NJA M S L
/ o vRZ !V N S
�L
o
&A SL
Hydric Soil indicators
Fysro.ol _conor.dona
�Hieda Epipedon —High Organic Content in Surhse Layer in Sandy Soils
SuMdfo Odor _ Orgenio Streeking;ln Sandy Sage.
_ Aqui Moismrs RpWns iLhmd on Local Hydrin. Sods List
_ Reducing Conditions _ Listed on National Hydric Sorts Usr
—Gleyed or Low -Chrome, Colors _ Other (Explain in Remarks)
Remarks: SGILS PgoC)LE DOESN'T /77ArC A�4� Q — 11• 1
�..
SJI)')�l.14i2 To 4p�Gan)T 401c.S � PC�X v Pr'2Q �d —. Cx u�'►
7-,4Xo146mv 15 AouiG PAL1 5LLP LILTS iNAOSE pRAINA4E c��5s i5
WETLAND DETERMINATION
Hydrophydo Vegetation Present?Ya (Girds)
Wetland Hydrology Present? Yes.
Hydric Soils Present? Ya No
I Remarks:
lards)
Is this Sampling Point Within a Wetland?' Yes. No
rim

• DATA FORM
ROUTINE WETLAND DETERMINATION
0 987 COE Wetlands Delineation- Manual)
vvcl
Al2.e JN. C..
Project/Site: 6ewmype CoCLC'GTwb 1MF4W& )1ePPM Date: d ZGC)O
Applicant/Owner. LJMLl ES Gw9 aSSIOA( County: P4rr—
Investigator. E E U l State: Al G
Do Normal Circumstances exist on, the site? Yes No Community ID:
Is the site significantly disturbed (AtYpicai Situation)? Yes No Transect. ID:
Is the area, a potential Problem Area? Yes 'No Plot ID:
(if needed, explain on reverse.)
��rr_ereTtnst "
Dominant Plant Species
Std lrxkaw
Dominant Plant Soecies Stratum Indicator
1: �►�/CtlS E Flu S
z 4AL11, NIQKA
a. �AuRu21[S
SY d L
CF.�2n1U,(AS /'� d FSL
10.
11.
4: l lYT e-m
/�7'IER)GANA
1 Z.
�i
5.
13.
d:
14. `
Percent of Dominent Specles that are OBL. FACW at FAC
(exckxfinw FAC-) ._ .
s
Remarks:
HYDROLOGY
_ Recorded Oats (Oesofte in Remarks): Wetland Hydrology Indicators:
_Stream. Lake, or Tide Gauge, Primary IndlpMorss
Aerial Photographs
?other, _Vlaturated in Upper 12. Inches
4o Recorded Data Available -Water Marks
—_ Drift Lines
Sediment Deposits
Field Observations: 215minage Pattems in Wetlands
// Secondary Indicators (2 or more required):
Depth of Surface Water. (in.) _ Oxidized Root Channels in Upper 12 Inches
W`Stained Leaves
Depth to Free Water in Plr pn.) 1/Cocar Soil Survey Data
_ FAC -Neutral Test
Depth to Saturated Sod: Qn.) _ Other (Explain in Remarks)
Remarks: Tj l y �Lc�T /nl weTt� V AiQc - A D sa�ENT TO
rJRE6N M)LL /3 UN Alj P F�FPC° AS TO W -
S1 T�'RA a 7M 7-14C- SUA FAGC

SOILS
Map Unit None / D
(Series and Phase): 5 1 ` 22 2� Drainage Class:
pReid Oba«vadone
Taxonorny (Subgroup): / %G A P LA UEPJS ConMn !Mapped Tvpei You. No
Profits Description:
apw mntd x Color Motdr Calors Mottle, Tamwr. Conoredons,
des) Hofton• (Maned Moist (MUrAW Moied Abundance9a treat Swotuns. eta:
v NA NgC.
Hydric Soil' Indicators:
Histoeoi: Concradone
vestEpipedorr _ High Organic Content In Surface Layer in Sandy Soils
is Odor Organic Stnakiftin Sandy Soils -
_Aquic Moisture Regime _ on Local Hydric Sone Ust
_ ng Conditions 2 . on Nadonat Hydric Solis Ust
ieyed or love-Ctxomr Colors Other (Explain is Remarks)
Remarks:
WETLAND DETERMINATION
Hydrophyda Vegetation Present? No- (Circle) (Circle)
Wetland Hydrology Pretend 9t No �
Hydrio Sone Present? No Is We Sampling, Point Within a Wetland? <S)NO
Remarks:

P
SU
Z 0 C-
0
< 0
M
n
CCD
Z Q
O
p o
0`<��m.�
<
o
o
-n:0
o_ cm3
: o o
a m
NQcn
CCD v
7
O
My
:3 c�
<_ cn
o m
3 h
CD