20081008 Ver 1_401 Application_20080608

Robert J. Goldstein and Associates, Inc.
ENVIRONMENTAL CONSULTANTS
1221 Corporation Parkway, Suite 100 Since 1985 Tel: [phone] or [phone]
Raleigh, North Carolina 27610 Fax: [phone]
e-mail: reoldsteinkMAcarolina.com website• www.rigacarolina.com
June 24, 2008
0 8 1 0 0 8
Ian McMillan
NCDWQ
401 Unit
Mail Service Center 1650
Raleigh, NC 27699-1650
Dear Mr. McMillan,
COURTESY
COPY
Enclosed please find 3 copies of the PCN application that we are submitting to USACE
on behalf of Sadie's Landing LLC. Pursuant a conversation with you on June 2, 2008,
NCDWQ only needs a courtesy copy of the PCN to complete its review.
If you have any questions please feel free to contact me by phone or email.
Yours truly,
Sean Doig
Robert J. Gol ein & Associates
[phone]
[e-mail]
ap=k?qtz-flw [A 9
JUN 2 5 2008
DENR - WATER QUAUTY
WETLANDS AND STORMWATER BRANCH
NEPA & SEPA Environmental Assessments *Environmental Impact Studies • Jurisdictional Wetland & Stream Buffer Delineations • 404 - 401 Permits 0
GISIGPS Mapping • Water Quality Monitoring *Stream & Wetland Mitigation and Restoration • Endangered Species Surveys & Monitoring
• Biological Assessments & Conservation Plans • Water Intakes & Reservoirs • Water Lines & Treatment Plants • Sewerlines & Wastewater Treatment
• Instream Flow Analyses • Interbasin Transfer Certificates • Lake Management & Watershed Modeling *Archaeological Surveys and Testing • Solid
Waste Landfills 0 Phase 1 Environmental Site Assessments 0 Parks & Greenways Planning 0 CWMTF Grant Applications
Robert J. Goldstein and Associates, Inc.
ENVIRONMENTAL CONSULTANTS
1221 Corporation Parkway, Suite 100 Since 1985 Tel: [phone] or [phone]
Raleigh, North Carolina 27610 Fax: [phone]
e-mail: reoldsteinARJGAcarolina.com website• www.dgacarolina.com
June 24, 2008
Liz Hair
USACE-RG Wilmington Field Office
P.O. Box 1890
Wilmington, NC 28402-1890
Dear Liz,
Attached please find jurisdictional determination form and PCN application for the
Sadie's Landing property we visited in Lumberton on May 29, 2008. Specifically the
following items are attached:
• Jurisdictional determination form for wetland SD, the stormwater detention pond
with wetland fringe (SK), and the jurisdictional intermittent tributary
• J. Nobles survey plat of the property indicating the location of the three
hydrologic features. Plat includes the appropriate certification paragraph
• PCN Application
• Authorization letter from the applicant
• Wetland data forms for SK and SD
• Figures 1-3 that depict the general location of the site and the proposed site plan
Prior to completing the PCN, I consulted with Ian McMillan at DWQ on June 2, 2008
and he indicated that a courtesy copy was all that DWQ would need to complete its
review.
Thanks very much for your time. Please let me know if you have any questions or need
additional materials.
Yours truly,
?
Sean Doig 'JUN 2 5 z008
DENR 'NATER UuAU IY
Cc: Ian McMillan, Division of Water Quality, 401 Unit WETLANDS AND STORMWATER BRANCH
NEPA & SEPA Environmental Assessments •Environmental Impact Studies • Jurisdictional Wetland & Stream Buffer Delineations • 404 - 401 Permits •
GISIGPS Mapping 0 Water Quality Monitoring •Stream & Wetland Mitigation and Restoration • Endangered Species Surveys & Monitoring
• Biological Assessments & Conservation Plans • Water Intakes & Reservoirs • Water Lines & Treatment Plants • Sewerlines & Wastewater Treatment
• Instream Flow Analyses • Interbasin Transfer Certificates • Lake Management & Watershed Modeling •Archaeological Surveys and Testing 0 Solid
Waste Landfills •Phase 1 Environmental Site Assessments 0 Parks & Greenways Planning 0 CWMTF Grant Applications
Office Use Only: Form Version March 05
0 8 1 0 0 8
USACE Action ID No. DWQ No.
(If any particular item is not applicable to this project, please enter "Not Applicable" or "N/A".)
1. Processing COURTESY
COPS(
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: 29
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 page
4), and the project is within a North Carolina Division of Coastal Management Area of
Environmental Concern (see the top of page 2 for further details), check here: ?
II. Applicant Information D 9 ? C? M 1. Owner/Applicant Information [A ??

JUN Z 5 200$
Name: Sadie's Landing Limited Partnership DENR - WATER W ,UR gRMCM
Mailing Address: 7000 Six Forks Road, Ste. 105 WETLANDZ) ppI?'
Raleigh, NC 27615
Telephone Number: [phone] Fax Number: [phone]
E-mail Address: rramsey@?yajmanagement.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: Sean Doi;
Company Affiliation: Robert J. Goldstein & Associates
Mailing Address: 1221 Corporation Parkway. Ste. 100
Raleigh, NC 27610
Telephone Number: 919-872-1174 Fax Number: 919-872-9214
E-mail Address: _sdoig(a)rigacarolina.com
Page 1 of 9
10. Describe the overall project in detail, including the type of equipment to be used:
Sadie's Landing will be a 60 unit apartment community. There will be 7 two-story buildings
with 8 apartments each, and 1 one-story building with 4 apartments. There will also be a
community building that will house the leasing office and a resident community space
Accessible walkways will link the buildings. common areas and parking _(Figure 3) The
grahing_ equipment that will be used for this project includes a bulldozer,
excavator, pan/scraper, and other heavy equipment. The buildings will be framed on
concrete slabs. A forklift will be used during construction, a crane will be used to set the
roof trusses, and other heavy equipment may be needed.
11. Explain the purpose of the proposed work:The proposed work will be a 60 unit affordable
multi-family apartment complex. Rents will be,kept low and will be affordable to and
occupied by residents at or below 50% and 60% of the Area Median Income.
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. The applicant is not aware of any _previous permits or jurisdictional
determinations that have been requested and/or obtained for this project.
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.
No future permit requests are anticipated for this project.
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
Page 3 of 9
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: The access to the property from
McPhail Road will be moved from the center of the property to the corner of the lot closer to
Roberts Avenue (NC 211) (Figure 3), Eighty-five (85) feet of culvert will be removed from
the current location of the driveway and the streambanks revegetated Fortes-five (45) feet of
intermittent stream will be piped under the new driveway. The current stormwater retention
pond will be expanded to deal with the increase of impervious surface on the lot The
boundaries of the pond will also need to be adjusted to comply with a local roadway setback
ordinance. The pond will be shifted southeast, as illustrated on Figure 3
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
Flood plain Distance to
Nearest

linear Stream feet Area of
Impact

(acres)
SK Fill Pond fringe No 10' 0.01

Total Wetland Impact (acres) 0.01
3. List the total acreage (estimated) of all existing wetlands on the property: 0.03
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 4'x_560
Stream Impact
Number
indicate on map)
Stream Name
Type of Impact
Perennial or
Intermittent? Average
Stream Width
Before Impact Impact ,
Length
linear feet Area of
Impact
acres
1 UT Culvert removed Intermittent 10' 85' 0.018
2 UT Culvert installed Intermittent 10' 45' 0.010

Total Stream Impact (by length and acreage) 130' 0.03
Page 4 of 9
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 stormwater detention pond needs to be increased in size and moved further into the
property to meet local stormwater and setback ordinances. The changes to the stormwater pond
made the continued use of existing driveway unfeasible. Moving the driveway to the eastern
boundary might have affected a drainage ditch just offsite, while moving the driveway west will
not cause any additional impacts to the stormwater pond, which already needs to be changed.
Moving the driveway also has the added benefit of reducing the length of intermittent stream that
flows through a culvert. The existing culvert is eighty-five (85) feet long and the new driveway
will only require that forty-five 45) feet be piped.
VIII. Mitigation
DWQ - In accordance with 15A NCAC 2H .0500, mitigation may be required by the NC
Division of Water Quality for projects involving greater than or equal to one acre of impacts to
freshwater wetlands or greater than or equal to 150 linear feet of total impacts to perennial
streams.
USACE - In accordance with the Final Notice of Issuance and Modification of Nationwide
Permits, published in the Federal Register on January 15, 2002, mitigation will be required when
necessary to ensure that adverse effects to the aquatic environment are minimal. Factors
including size and type of proposed impact and function and relative value of the impacted
aquatic resource will be considered in determining acceptability of appropriate and practicable
mitigation as proposed. Examples of mitigation that may be appropriate and practicable include,
but are not limited to: reducing the size of the project; establishing and maintaining wetland
and/or upland vegetated buffers to protect open waters such as streams; and replacing losses of
aquatic resource functions and values by creating, restoring, enhancing, or preserving similar
functions and values, preferable in the same watershed.
If mitigation is required for this project, a copy of the mitigation plan must be attached in order
for USACE or DWQ to consider the application complete for processing. Any application
lacking a required mitigation plan or NCEEP concurrence shall be placed on hold as incomplete.
An applicant may also choose to review the current guidelines for stream restoration in DWQ's
Draft Technical Guide for Stream Work in North Carolina, available at
htth://h2o.enr.statealc.us/ncwetlands/strmgide.htm1.
1. Provide a brief description of the proposed mitigation plan. The description should provide
as much information as possible, including, but not limited to: site location (attach directions
and/or map, if offsite), affected stream and river basin, type and amount (acreage/linear feet)
of mitigation proposed (restoration, enhancement, creation, or preservation), a plan view,
Page 6 of 9
preservation mechanism (e.g., deed restrictions, conservation easement, etc.), and a
description of the current site conditions and proposed method of construction. Please attach
a separate sheet if more space is needed.
The changes to the stormwater detention pond will mitigate for the increase to
impervious surface on the site. Impacts to streams will actually decrease when the driveway
is moved and the amount of stream that runs through a culvert declines from eighty-five (85)
feet to forty-five 45) feet
2. Mitigation may also be made by payment into the North Carolina Ecosystem Enhancement
Program (NCEEP). Please note it is the applicant's responsibility to contact the NCEEP at
[phone] to determine availability, and written approval from the NCEEP indicating
that they are will to accept payment for the mitigation must be attached to this form. For
additional information regarding the application process for the NCEEP, check the NCEEP
website at http://h2o.enr.state.nc.us/wrp/index.htm. If use of the NCEEP is proposed, please
check the appropriate box on page five and provide the following information:
Amount of stream mitigation requested (linear feet):
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 (required by DWQ)
1. Does the project involve an expenditure of public (federal/state/local) funds or the use of
public (federal/state) land? Yes E No ?
2. If yes, does the project require preparation of an environmental document pursuant to the
requirements of the National or North Carolina Environmental Policy Act (NEPA/SEPA)?
Note: If you are not sure whether a NEPA/SEPA document is required, call the SEPA
coordinator at [phone] to review current thresholds for environmental documentation.
Yes ? No
3. If yes, has the document review been finalized by the State Clearinghouse? If so, please
attach a copy of the NEPA or SEPA final approval letter. Yes ? No ?
X. Proposed Impacts on Riparian and Watershed Buffers (required by DWQ)
It is the applicant's (or agent's) responsibility to determine, delineate and map all impacts to
required state and local buffers associated with the project. The applicant must also provide
justification for these impacts in Section VII above. All proposed impacts must be listed herein,
and must be clearly identifiable on the accompanying site plan. All buffers must be shown on a
Page 7 of 9
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.
Sadie's Landing will be connected with the City of Lumberton WWTP (Permit # N00024571),
which has a permitted flow of 20 MGD and more than sufficient capacity to handle the increase
from Sadie's Landing.
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.nc.us/newetlands. If no, please provide a short narrative description:
The Sadie's Landing is a 60-unit apartment complex that will provide affordable housing in
Lumberton, North Carolina. Given its small size it is not expected to result in additional
development.
XV. Other Circumstances (Optional):
It is the applicant's responsibility to submit the application sufficiently in advance of desired
construction dates to allow processing time for these permits. However, an applicant may
choose to list constraints associated with construction or sequencing that may impose limits on
work schedules (e.g., draw-down schedules for lakes, dates associated with Endangered and
Threatened Species, accessibility problems, or other issues outside of the applicant's control).

..v 4
Zy/11379
Applicant/Agent' ignature Date
(Agent's signature is valid only if an authorization letter from the applicant is provided.)
Page 9 of 9
Appendices
Authorization Letter
Figure 1. General Project Location
Figure 2. Project Vicinity
Figure 3. Delineated Hydrologic Features and Site Plan
Wetland Data Form
SK
SD
Sadie's Landing Limited :Partnership
To Whom It May Concern:
This letter authorizes Robert J. Goldstein and Associates (Consultant) to act as authorized
agents of Sadie's Landing Limited Partnership (Applicant) in submitting a 404 PCN
application for activities related to the construction of the Sadie's Landing 60-unit
apartment community on McPhail Road in the City of Lumberton, Robeson County,
North Carolina. This letter authorizes the Consultant to sign and submit a PCN to the
Army Corps of Engineers, Wilmington District, with the intent of obtaining written
authorization that the Applicant may proceed with the proposed construction.
Sincerely,
Ragan Ramsey
Sadie's Landing Limited Partn
7000 Six Forks Road, Ste. 105
Raleigh, NC 27615
P.O. Box 17022* Raleigh, NC 27619* [phone]* Fax [phone]
HOLE CT.UMBE�ZLAND
'
-------------
2101
------------
2 ROBESOI
lj
r)i
711 x
Lij
41
Figure 1. General Project Location
Sadie's Landing, Lumberton, NC. j
Project Area
-- -- - Major Roads
Town of Lumberton N
County Boundaries
0 3 6
Miles
1:200,000 �
6_ M
c
20 `L
l�
L
\ y
l
l
i
BLA EN
211
UMBUS

0
U3
Stream Impact B
Culvert Added
MC ROAD
Stream Impact A
Culvert Removed
PONof
Intermittent Jurisdictional
Tributary
Off-Site Stream/Ditch
I
Figure 3. Delineated Hydrologic
Features and Site Plan. Sadie's
Landing. Lumberton, NC.
Stream Impact A
Culvert Removed

Stream Impact B A
Culvert Added
Wetland SID
SK (Pond and Wetland Fringe) N
Road Centerline m
Landscaping
Structures
Surveyed Property Boundary
i
McPhail Road
Proposed Road and Parking
- Setback
- Sidewalk
- Site-Pond
0 150 300
Feet
1:1,500
Survey Data Courtesy of TerraTech Engineers, Inc.
4905 Professional Court, Raleigh, NC 27609
r
1 ,
1 ?
\ / ? Yt
n
t
P
t??
DATA FORM
ROUTINE WETLAND DETERMINATION
(1987 COE Wetlands Determination Manual)
Project / Site: Sadie's Landing Date: 04/09/08
Applicant / Owner: Terra Tech County Robeson
.
Investigator:_ Sean Doig, Robert J. Goldstein & Associates, Inc. State:
NC

Do normal circumstances exist on the site? Yes X No
Is the site significantly disturbed (Atypical situation)? Yes No X
Is the area a potential problem area? Yes No X
(explain on reverse if needed) Community ID: pond
fringe
Transect ID:
Plot ID: SK
VEGETATION
Dominant Plant Species Stratum Indicator Dominant Plant Species Stratum Indicator
1. Arundinaria gigantea herb FACW 9.
2. Gelsemium sempervirens herb FAC 10.
3. Senecio aureus herb FACW 11.
4. Rhvnchospora spp, herb OBL 12.
5. Pinus taeda tree FAC 13.
6. 14.
7. 15.
8. 16.
Percent of Dominant Species that are OBL, FACW, or FAC excluding FAC-). 100%
Remarks: 100% of the dominant species present were classified as OBL, FACW, or FAC.
HYDROLOGY
Recorded Data (Describe In Remarks): Wetland Hydrology Indicators
Stream, Lake, or Tide Gauge
Aerial Photographs Primary Indicators:
_ Other _ Inundated
X Saturated in Upper 12"
X 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: (in.) Oxidized Roots Channels in Upper 12"
Water-Stained Leaves
_ Local Soil Survey Data
Depth to Saturated Soil: 5 (in.) x FAC-Neutral Test
_ Other (Explain in Remarks)
Remarks:
SOILS
Map Unit Name
(Series and Phase): Goldsboro loamy sand Drainage Class: moderately well drained
Taxonomy (Subgroup): Aquic Paleudults Confirm Mapped Type? Yes No
Profile Description:
Depth Matrix Colors Mottle Colors Mottle Texture, Concretions,
(inches) Horizon (Munsell Moist) (Munsell Moist) Abundance/Contrast Structure, etc.
12" 10YR 6/2 10YR 6/8 20%
0-7 Ap 10YR 5/2
7-10 A2 IOYR 6/4
10-20 B21t 10YR 5/4
* Observed soil sample.
Hydric Soil Indicators:
Histosol Concretions
Histic Epipedon High Organic Content in Surface Layer in Sandy Soils
Sulfidic Odor Organic Streaking in Sandy Soils
_ Aquic Moisture Regime Listed On Local Hydric Soils List
Reducing Conditions Listed on National Hydric Soils List
X Gleyed or Low-Chroma Colors - Other (Explain in Remarks)
Remarks:
Low chroma color with mottles indicate that hydric soils are present in this non-sandy soil.
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: Location is classified as a wetland based upon the criteria set forth in the 1987 Army Corps
of Engineers Wetlands Delineation Manual.
DATA FORM
ROUTINE WETLAND DETERMINATION
(1987 COE Wetlands Determination Manual)
Project / Site: Sadie's Landing Date: 04/09/08
Applicant / Owner: Terra Tech County: Robeson
Investigator: Sean Doig, Robert J. Goldstein & Associates, Inc. State: NC

Do normal circumstances exist on the site? Yes X No Community ID: meadow
Is the site significantly disturbed (Atypical situation)? Yes No X Transect ID:
Is the area a potential problem area? Yes No X Plot ID: SK-upland
(explain on reverse if needed)
VEGETATION
Dominant Plant Species Stratum Indicator Dominant Plant Species Stratum Indicator
1. Arundinaria Qigantea herb FACW 9.
2. Gelsemium sempervirens herb FAC 10.
3. Senecio aureus herb FACW 11.
4. Eupatorium capilli olium herb FACU 12.
5. Pinus taeda tree FAC 13.
6. Acer rubrum tree FAC 14.
7. 15.
8. 16.
Percent of Dominant Species that are OBL, FACW, or FAC excluding FAC-). 83%
Remarks: 83% of the dominant species present were classified as OBL, FACW, or FAC.
HYDROLOGY
Recorded Data (Describe In Remarks): Wetland Hydrology Indicators
_ Stream, Lake, or Tide Gauge
Aerial Photographs Primary Indicators:
_ Other Inundated
-Saturated in Upper 12"
_ No Recorded Data Available Water Marks
Drift Lines
Field Observations: Sediment Deposits
Drainage Patterns in Wetlands
Depth of Surface Water: (in.) Secondary Indicators:

Depth to Free Water in Pit: (in.) Oxidized Roots Channels in Upper 12"
Water-Stained Leaves
Local Soil Survey Data
Depth to Saturated Soil: (in.) X FAC-Neutral Test
Other (Explain in Remarks)
Remarks:
Wetland hydrology not present.
SOILS
Map Unit Name
(Series and Phase): Goldsboro loamy sand Drainage Class: moderately well drained
Taxonomy (Subgroup): Aauic Paleudults Confirm Mapped Type? Yes No
Profile Description:
Depth Matrix Colors Mottle Colors Mottle Texture, Concretions,
(inches) Horizon (Munsell Moist) (Munsell Moist) Abundance/Contrast Structure, etc.
12" 10YR 5/6
Hydric Soil Indicators:
Histosol Concretions
Histic Epipedon High Organic Content in Surface Layer in Sandy Soils
_Sulfidic Odor Organic Streaking in Sandy Soils
-Aquic Moisture Regime Listed On Local Hydric Soils List
Reducing Conditions Listed on National Hydric Soils List
- Gleyed or Low-Chroma Colors _ Other (Explain in Remarks)
Remarks:
Hydric soils not present.
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: Location is classified as an upland based upon the criteria set forth in the 1987 Army Corps
of Engineers Wetlands Delineation Manual.
DATA FORM
ROUTINE WETLAND DETERMINATION
(1987 COE Wetlands Determination Manual)
Project / Site: Sadie's Landing Date: 04/09/08
Applicant / Owner: Terra Tech County: Robeson
Investigator: Sean Doig, Robert J. Goldstein & Associates. Inc. State: NC

Do normal circumstances exist on the site? Yes X No Community ID:Pine
Is the site significantly disturbed (Atypical situation)? Yes No X flatwoods
Is the area a potential problem area? Yes No X Transect ID:
(explain on reverse if needed) Plot ID: SD
VEGETATION
Dominant Plant Species Stratum Indicator Dominant Plant Species Stratum Indicator
1. Woodwardia areolata herb OBL 9.
2. Acer rubrum tree FAC 10.
3. Persea palustris tree FACW 11.
4. Gordonia lasianthus tree FACW 12.
5. Arundinaria gi-aantea herb FACW 13.
6. Smilax rotundi&lia vine FAC 14.
7. 15.
8. 16.
Percent of Dominant Species that are OBL, FACW, or FAC excluding FAC-). 100%
Remarks: 100% of the dominant specie s present were classified as OBL, FACW, or FAC.
HYDROLOGY
Recorded Data (Describe In Remarks): Wetland Hydrology Indicators
_ Stream, Lake, or Tide Gauge
_ Aerial Photographs Primary Indicators:
Other X 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: fin.) Oxidized Roots Channels in Upper 12"
Water-Stained Leaves
Local Soil Survey Data
Depth to Saturated Soil: (in.) x FAC-Neutral Test
Other (Explain in Remarks)
Remarks:
SOILS
Map Unit Name
(Series and Phase): Rains sandy loam Drainage Class: poorly drained
Taxonomy (Subgroup): Ty pic Paleaquults Confirm Mapped Type? Yes No
Profile Description:
Depth Matrix Colors Mottle Colors Mottle Texture, Concretions,
(inches) Horizon (Munsell Moist) (Munsell Moist) Abundance/Contrast Structure, etc.
12" 10YR 511
Hydric Soil Indicators:
Histosol Concretions
Histic Epipedon High Organic Content in Surface Layer in Sandy Soils
Sulfidic Odor Organic Streaking in Sandy Soils
Aquic Moisture Regime Listed On Local Hydric Soils List
Reducing Conditions Listed on National Hydric Soils List
X 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 X No Within a Wetland? Yes X No
Hydric Soils Present? Yes X No
Remarks: Location is classified as a wetland based upon the criteria set forth in
of Engineers Wetlands Delineation Manual.
DATA FORM
ROUTINE WETLAND DETERMINATION
(1987 COE Wetlands Determination Manual)
UPLAND FORM
Project / Site: Sadie's Landing Date: 04/09/08
Applicant / Owner: Terra Tech County: Robeson
Investigator: Sean Doig, Robert J. Goldstein & Associates. Inc. State: NC
Do normal circumstances exist on the site? Yes X No Community ID: pine
Is the site significantly disturbed (Atypical situation)? Yes No _X flatwoods
Is the area a potential problem area? Yes No X Transect ID:
(explain on reverse if needed) Plot ID: SD-Upland
VEGETATION
Dominant Plant Species Stratum Indicator Dominant Plant Species Stratum Indicator
1. Baccharis halimifolia shrub FAC 9.
2. Smilax rotundifolia vine FAC 10.
3. Wisteria sinense vine N/A 11.
4. Pinus taeda tree FAC 12.
5. Acer rubrum tree FAC 13.
6. Persea nalustris tree FACW 14.
7. Gordonia lasianthus tree FACW 15.
8. 16.
Percent of Dominant Species that are OBL, FACW, or FAC excluding FAC-). 100%
Remarks: 100% of the dominant specie s present were classified as OBL, FACW, or FAC.
HYDROLOGY
_ Recorded Data (Describe In Remarks): Wetland Hydrology Indicators
_ Stream, Lake, or Tide Gauge
_ Aerial Photographs Primary Indicators:
_ Other Inundated
-Saturated in Upper 12"
No Recorded Data Available Water Marks
Drift Lines
Field Observations: Sediment Deposits
Drainage Patterns in Wetlands
Depth of Surface Water: (in.)
Secondary Indicators:

Depth to Free Water in Pit: (in.) Oxidized Roots Channels in Upper 12"
Water-Stained Leaves
Local Soil Survey Data
Depth to Saturated Soil: (in.) x FAC-Neutral Test
Other (Explain in Remarks)
Remarks:
Wetland hydrology not present.
SOILS
Map Unit Name
(Series and Phase): Rains sandy loam Drainage Class:_ poorly drained
Taxonomy (Subgroup):_ Typ ic Paleaouults Confirm Mapped Type? Yes No
Profile Description:
Depth Matrix Colors Mottle Colors Mottle Texture, Concretions,
(Inches) Horizon (Munseil Moist) (Munsell Moist) Abundance/Contrast Structure, etc.
12" 10YR 3/3
Hydric Soil Indicators:
Histosol Concretions
Histic Epipedon High Organic Content in Surface Layer in Sandy Soils
Sulfidic Odor Organic Streaking in Sandy Soils
Aquic Moisture Regime Listed On Local Hydric Soils List
Reducing Conditions Listed on National Hydric Soils List
Gleyed or Low-Chroma Colors Other (Explain in Remarks)
Remarks:
Hydric soils not present.
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: Location is classified as an upland based upon the criteria set forth in the 1987 Army Corps
of Engineers Wetlands Delineation Manual.