20001061 Ver 1_COMPLETE FILE_20000811

North Carolina Wildlife Resources Commission 0
Charles K. Fullwood, I(.xccutisr D1rcCto 1,
MEMORANDUM
TO: John Dorney, Wetland Scientist
Wetlands/401 Water Quality Certification Unit
Division gf-Water Quality
YZ.PL ?
FROM: Danielle R. Pender, Piedmont Region Coordinator
Habitat Conservation Program
DATE: 6 October 2000
SUBJECT: Pre-construction Notification Application for Hasentree Subdivision, Wake
County, North Carolina. DWQ ID: 001061
Biologists with the North Carolina Wildlife Resources Commission have reviewed the
subject pre-construction notification. A site visit was conducted on 4 October 2000 to further
evaluate impacts to fish and wildlife resources. Our comments are provided in accordance with
provisions of the Clean Water Act of 1977 (as amended), the Fish and Wildlife Coordination Act
(48 Stat. 401, as amended; 16 U.S.C. 661-667d), and North Carolina General Statutes (G.S. 113-
131 et seq.).
Applicant proposes to impact 0.08 acres and 357 linear feet of stream with culverts and
fill for access roads on a 720-acre tract of land for a residential development, Hasentree
Subdivision. The streams that run through the project flow into Falls Lake of the Neuse River
Drainage Basin. On the 4 October 2000 site visit, stream crossing No. 1 and No. 2 were viewed
and were both flowing. Upon brief examination, the stream at crossing No. 1 was observed to
average about 3 feet in width, to have noticeable pool and riffle areas, and to be inhabited by
water striders and stoneflies. The stream at crossing No. 2 had an average width of about 1.5
feet and water striders and frogs were observed. The project area appears primarily a mixed
hardwood (maple, oak, sweetgum) and pine forest. According to the site map, there are a
number of lots that are located within Neuse River Buffer Zone area.
We recommend that the following conditions be incorporated into the permit to reduce
impacts to fish and wildlife resources.
Lot owners should be informed that a portion of their property is within Neuse River
Buffer Zone area and advised of the Neuse River Buffer Rules. We recommend that the
riparian buffer be recorded on deeds and be placed in a conservation easement.
Mailing Address: Division of InImid fisheries - 1 721 Mail Srrs icc ('enter - Ralcigh, NC 2 7699-1 72 1
Telephone. (`)19) 733-3633 cit. 281 - Fax: [phone]
ti
Page 2
6 October 2000
Hasentree Subdivision
DWQ ID: 001061
2. A minimum 50-foot undisturbed, forested buffer should be maintained along all
intermittent streams and wetland areas, while a minimum 100-foot undisturbed, forested
buffer should be maintained along all perennial streams within the project area.
Maintaining undisturbed, forested buffers along these areas will minimize impacts to fish
and wildlife resources, water quality, aquatic habitat both within and downstream of the
project area, and help prevent the extirpation of endangered and threatened species. In
addition, wide riparian buffers are helpful in maintaining stability of stream banks and for
treatment of pollutants associated with urban stormwater.
3. Use bridges for all permanent roadway crossings of streams to eliminate the need to fill
and culvert. If culverts must be used, the culvert should be designed to allow for fish
passage. Generally, this means that the culvert or pipe invert is buried at least one foot
below the natural streambed. If multiple cells are required, the second and/or third cells
should be placed so that their bottoms are at stream bankfull stage (similar to Lyonsfield
design). This will allow sufficient water depth in the culvert or pipe during normal flows
to accommodate fish movements. If culverts are long, baffle systems are required to trap
gravel and provide resting areas for fish and other aquatic organisms. If multiple pipes or
cells are used, at least one pipe or box should be designed to remain dry during normal
flows to allow for wildlife passage. In addition, culverts or pipes should be situated so
that no channel realignment or widening is required. Widening of the stream channel at
the inlet or outlet of structures usually causes a decrease in water velocity causing
sediment deposition that will require future maintenance. Finally, riprap should not be
placed on the streambed.
4. Locate sewers and other utilities as far away from creeks as functionally possible and
minimize stream crossings. It is preferable that sewers be located outside the riparian
buffers.
5. Use grass swales to convey stormwater where practicable. Route stormwater to
bioretention structures for treatment (i.e., rain gardens) or allow it to infiltrate into the
riparian areas. To protect aquatic habitat, it is preferable that the post-development
hydrograph not exceed the pre-development condition. Energy dissipaters should be
installed as necessary to prevent scouring by stormwater discharges.
Thank you for the opportunity to review this pre-construction notice. If you require
further assistance please contact our office at [phone].
State of North Carolina
Department of Environment
and Natural Resources
Division of Water Quality
James B. Hunt, Jr., Governor
Bill Holman, Secretary
Kerr T. Stevens, Director
D E N R
October 6, 2000
DWQ# 00-1061
Wake County
Louis Dickerson
P.O. Box 19808
Raleigh, NC, 27619
APPROVAL of 401 Water Quality Certification and Additional Conditions
Dear Mr. Dickerson:
You have our approval, in accordance with the attached conditions, to place fill in 0.07787 acre of wetlands and 357 linear
feet of streams to construct the Hasentree Subdivision in Wake County, as you described in your application received by the
Division of Water Quality on August 11, 2000. After reviewing your application, we have determined that this fill is covered
by General Water Quality Certification Numbers 3287 and 3289. This Certification allows you to use Nationwide Permit
Numbers 39 and 14 when issued by the U.S. Army Corps of Engineers. In addition, you should get any other federal, state or
local permits before you go ahead with your project including (but not limited to) Sediment and Erosion Control, Non-Discharge
and Water Supply Watershed regulations. Also this approval will expire when the accompanying 404 permit expires unless
otherwise specified in the General Certification.
This approval is only valid for the purpose and design that you described in your application. If you change your project,
you must notify us and you may be required to send us a new application for a new certification. If the property is sold, the new
owner must be given a copy of the Certification and approval letter and is thereby responsible for complying with all conditions.
If total wetland fills for this project (now or in the future) exceed one acre, compensatory mitigation may be required as
described in 15A NCAC 2H .0506 (h). For this approval to be valid, you must follow the conditions listed in the attached
certification and the additional condition listed below.
1. Deed restrictions or similar mechanisms shall be placed on all remaining jurisdictional wetlands and waters or areas within 50 feet
of all streams and ponds in order to assure compliance for future wetland and/or water impact. These mechanisms shall be put in
place within 30 days of the date of this letter or the issuance of the 404 Permit (whichever is later). A sample deed notification ca
be found on our web site at http:/fh2o.enr.state.nc.us/ncwetland s .
If you do not accept any of the conditions of this certification, you may ask for an adjudicatory hearing. You must act
within 60 days of the date that you receive this letter. To ask for a hearing, send a written petition conforming to Chapter 150B
of the North Carolina General Statutes to the Office of Administrative Hearings, P.O. Box 27447, Raleigh, N.C. 276 1 1-7447.
This certification and its conditions are final and binding unless you ask for a hearing.
This letter completes the review of the Division of Water Quality under Section 401 of the Clean Water Act. If you have
any questions, please telephone John Dorney at 919-733-9646.
Sincerely,
n?
JI-1-1 Ken T. Stevens
Non-Discharge Branch 1621 Mail Service Center • Raleigh, North Carolina 27699-1621
Telephone [phone] FAX # [phone]
An Equal opportunity Affirmative Action employer 50% recycled/10% post consumer paper
Attachment
cc: Corps of Engineers Raleigh Field Office
Raleigh DWQ Regional Office
Central Files
File Copy
Sean Clark, S&EC, 11010 Raven Ridge Road, Raleigh, NC, 27614
001061
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Soil & Environmental Consultants, Inc.
11010 Raven Ridge Road - Raleigh, North Carolina 27614 - Phone: [phone] - Fax: [phone]
Web Page: www.SandEC.com
August 10, 2000
S&EC, Inc. Project # 00-4261
Raleigh Regulatory Field Office - USACOE N.C. Division of Water Quali
Attn: Mr. Todd Tugwell Attn: Mr. John Dorney
6508 Falls of Neuse Rd., Suite 120 4401 Reedy Creek Road
Raleigh, NC 27615 Raleigh, NC 27607
rL
Dear Sirs: e ,1 ! `- .._ ___ ,
0 O 1 0 U WETLANDS GROUP
%IffEft UALITY SEGTiOI,f
The purpose of this letter is to request the use of Nationwide Permits 39-0M TZV, 9_'Q1
Water Quality Certification, and concurrence with compliance of the project with the
Neuse River Buffer Regulations for the construction of the proposed Hasentree
Subdivision located northeast of the intersection of NC Highway 98 and Stony Hill Road
(S.R. 1917) (see site vicinity map). (UTM Coordinates; Zone 17, 3985200 N, 716300 E).
Proposed impacts to waters for the construction of the residential subdivision using the
combined requested Nationwide Permit 39 and 14 will total 0.07787 acres (i.e. less than
1/2 acre) (0.0281 acres NWP 14 and 0.04977 acres NWP 39) and 357 LE (105 If
unimportant channel) (252 If NWP 14 and 1051.f. NWP 39) for the construction of
roads to gain access to home lots. The crossings utilizing Nationwide Permit 39 are not in _-:0 r-ri
the mapped floodway. Crossings 1 and 2 also are believed to cross at points with flow c7
m
less than lcfs (37.4 acres are drained at Crossing 1 and 13.8 acres at Crossing 2). .
Construction of the subdivision will comply with the general conditions stated within o
Nationwide Permits 39 and 14. 'i
S&EC, Inc. believes that no mitigation will be required for this project. Proposed impacts
totaling 0.060 acres and 306 linear feet will utilize Nationwide Permit 14 it, order to
connect the existing Frank Bailey Road (S.R. 1920) to NC 98. The remaining proposed
impacts of 0.019 acres and 135 linear feet will utilize Nationwide Permit 39 for the
purpose of constructing a road in order to gain access to an otherwise isolated area of
land. The U.S. Army Corps of Engineers has not evaluated the site at this time, however
the NC Division of Water Quality has verified the Neuse Buffers. If for some unexpected
reason wetland mitigation were to be required, our client proposes payment into the North
Carolina Wetland Restoration Fund.
Neuse Buffers are being completely avoided where possible and are being included in
larger areas of open spaces. The proposed road crossings avoided impacting wetlands
where possible. For example, crossing #2 impacts the smallest wetland area along the
channel in that location. Open space for the proposed Hasentree Subdivision southwest of
the existing Frank Bailey Road totals 66.75 acres.
Wetland Delineation/1'ermitting/A4itigation Soil/Site Evaluations On-Site Septic Systems Environmental Assessments/Audits
Neuse Basin and Watershed Buffer Evaluations Groundwater Hydrology Endangered Species
Charlotte Office: [phone] - Hickory Office: [phone]
The surface waters subject to the Neuse River Buffer regulations (15A NCAC 2B .0233)
have been verified by Mr. Bob Zarzecki of the DWQ. The DWQ Project # 00-0781 and
NBRRO Project # 00-156 reference Mr. Zarzecki's findings.
S&EC, Inc. believes that no buffer mitigation will be required for this project. The
proposed impacts are allowed under the current Neuse River Buffer regulations without
requiring a variance from the Environmental Management Commission (i.e. all of the road
crossing buffer impacts are under 1/3 acre). The tributary of Pierce Creek that Crossing 3
impacts drains 85.3 acres at its intersection with Pierce Creek. Pierce Creek drains 96.2
acres at its intersection with the Crossing 3 tributary. For this reason it is not believed that
Crossing 3 and Crossing 4 impact the same channel and therefore no buffer mitigation is
required. If for some unexpected reason buffer mitigation were to be required, our client
proposes payment into the North Carolina Wetland Restoration Fund.
Please call if you have questions or require further information. Please contact S&EC,
Inc. if you choose to visit the site so that someone may accompany you.
Sincerely,

Sean Clark
Environmental Scientist
Enclosures: 1)Completed Preconstruction Notification Form
2)Agent Authorization Form
3)Impact Maps and data
4)Wake Forest 7.5-minute USGS Quadrangle Site Vicinity Map
5)Wetland Data Sheet
6)Upland Data Sheet
7)$475.00 check for 401-certification fee (or a copy)
001061
DWQ ID: Corps Action ID:
Nationwide Permit Requested (Provide Nationwide Permit #): 14 & 39
Pre-Construction Notification Application
For Nationwide Permits that Require:
1) Notification to the Corps of Engineers
2) Application for Section 401 Certification
3) Coordination with the NC Division of Coastal Management
Send the original and (1) copy of this completed form to the appropriate field office of
the Corps of Engineers (see agency addresses sheet). Seven (7) copies should be sent to
the NC Division of Environmental Management (see agency addresses sheet). PLEASE
PRINT.
1. Owner's Name: Louis Dickerson
2. Mailing Address: P.O. Box 19808
Subdivision Name: N/A
City: Raleigh State: NC Zip Code: 27619
Project location address, including subdivision name (if different from mailing address
above):
The proposed Hasentree Subdivision is located northeast of the intersection of NC
Highway 98 and Stony Hill Road (S.R. 1917) (see site vicinity map). (UTM Coordinates;
Zone 17, 3985200 N, 716300 E).
3) Telephone Number (Home): N/A (Work): [phone]
4) If applicable, agent's name or responsible corporate official, address, phone
number:
Soil & Environmental Consultants, Inc. Phone: [phone]
11010 Raven Ridge Road
Raleigh, N.C. 27614
5. Location of work (provide a map, preferable a copy of USGS topographic map or
aerial photograph with scale):
County: Wake Nearest town or city: Wake Forest
Specific Location (include road numbers, landmarks, etc.): see #2 above
6. Impacted or nearest stream/river: Pierce Creek and unnamed tributary to Lowery
Creek
River Basin: Neuse River Basin
7a. Is project located near water classified as trout, tidal saltwater (SA), high quality
waters (HQW), outstanding resource waters (ORW), water supply (WS-I or WS-
II)? YES ( ) NO (X) If yes, explain:
7b. Is the project located within a North Carolina division of coastal management area
of environmental concern (AEC)? YES ( ) NO (X)
7c. If the project is located within a coastal county (see page 7 for list of coastal
counties), what is the land use plan (LUP) designation? N/A
8a. Have any Section 404 permits been previously requested for use on this property?
YES ( ) NO (X) If yes, provide Action ID number of previous permit and
any additional information (including photocopy of 401 certification).
8b. Are additional permit requests expected for this property in the future?
YES ( ) NO (X) If yes, describe anticipated work:
9a. Estimated total number of acres in tract of land: 720 acres
9b. Estimated total number or acres of wetlands located on project site: ±15 acres
10a. Number of acres of wetlands impacted by the proposed project by:
Filling: 0.07787 acres Excavation:
[0.0281 acres (NWP 14) + 0.04977 acres (NWP 39)]
Flooding:
Drainage:
Other:
Total acres to be impacted: 0.07787 acres
10b. (1) Stream channel to be impacted by the proposed project (if relocated, provide
distance both before and after relocation):
Length before: 357 U. After: 357 11.
[252 U. (NWP 14) + 105 U. (NWP 39)]
Width Before (based on normal high water contours): 2-6 feet
Width After: 2-6 feet
Average depth before: 0-3 inches After: 0-3 inches.
(2) Stream channel impacts will result from: (check all that apply)
Open channel relocation: Placement of pipe in channel: 3571.f.
[2101.(. (NWP 14) + 90I If (NWP 36)1
Channel Excavation: Construction of a Dam/Flooding:
Other: 57 linear feet of rip-rap apron below road crossings
11. If construction of a pond is proposed, what is the size of the watershed draining to
the pond? N/A
What is the expected pond surface area? N/A
12. Description of proposed work including discussion of type of mechanical
equipment to be used (attach plans 81/2" x 11" drawings only):
Placement of a pipe and fill material within intermittent stream channels for the
purpose of constructing roads to gain access to home lots. Mechanical equipment
will include heavy machinery typically used to complete the aforementioned
activity.
13. Purpose of proposed work: To gain access to the home lots and connect NC 98 to
Frank Bailey Road (S.R. 1920).
14. State reasons why it is believed that this activity must be carried out in wetlands
(include any measures taken to minimize wetland impacts):
Crossing the stream channels is required to connect Frank Bailey Road (S.R.
1920) to NC98.
14. You are required to contact the U.S. Fish and Wildlife Service (USFWS) and/or
National Marine Fisheries Service (NMFS) (see agency addresses sheet) regarding
the presence of any federally listed or proposed for listing endangered or
threatened species or critical habitat in the permit area that may be affected by the
proposed project. Date contacted: (attach responses from these agencies). N/A (to
be completed by the Corps)
16. You are required to contact the state historic preservation officer (SHPO) (see
agency address sheet) regarding the presence of historic properties in the permit
area which may be affected by the proposed project. Date contacted:
N/A (to be completed by the Corps)
17. Does the project involve an expenditure of public funds or the use of public (state)
land?
YES ( ) NO (X) If no, go to 18.
a. If yes, does the project require preparation of an environmental document
pursuant to the requirements of the North Carolina Environmental Policy
Act?
YES ( ) NO ( )
b. If yes, has the document been reviewed through the North Carolina
Department of Administration State Clearinghouse?
YES ( ) NO ( )
If answers to 17b is YES, then submit appropriate documentation from the state
clearinghouse to division of environmental management regarding compliance
with the North Carolina Environmental Policy Act.
Questions regarding the State Clearinghouse review process should be directed to
Ms. Chrys Baggett, Director State Clearinghouse, North Carolina Department of
Administration, 116 West Jones Street, Raleigh, North Carolina 27603-8003,
telephone [phone].
18. The following items should be included with this application if proposed activity involves the
discharge of excavated or fill material into wetlands:
a. Wetland delineation map showing all wetlands, streams, lakes and ponds on the property
(for Nationwide Permit numbers 14, 18, 21, 29, 38 and 39). All streams (intermittent and
permanent) on the property must be shown on the map. Map scales should be 1 inch equals
50 feet or 1 inch equals 100 feet or their equivalent.
b. If available, representative photograph of wetlands to be impacted by project.
C. If delineation was performed by a consultant, include all data sheets relevant to the
placement of the delineation line.
d. Attach a copy of the stormwater management plan, if required.
e. What is land used of surrounding property? Residential and Agricultural
f. If applicable, what is proposed method of sewage disposal? On-site Septic
g. Signed and dated agent authorization letter, if applicable.
NOTE: Wetlands or Waters of the U.S. may not be impacted prior to:
1. Issuance of a Section 404 Corps of Engineers Permit,
2. Either the issuance or waiver of a 401 Division of Environmental Management (Water
Quality) certification, and
3. (in the twenty coastal counties only) A letter from the North Carolina Division of Coastal
Management stating the proposed activity is consistent with the North Carolina Coastal
Management program.
& 8110160
Agent's Signature Date
(Agent's signature valid only if Agent Authorization Letter from the owner is provided (18 g.))
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Soil & Environmental Consultants, Inc.
11010 Raven Ridgc Road • k1 leigh, North Carolina 27614 • Phone' [phone] • Fax: (919) W-9467
Web Page: www'SmdEC.com
AGENT AUTHORIZATION FORM
AllBlanks To Be Filled B The Current Landowvne
Name: 114 u
Address: ?• ?'

4019
8
Phone: 47&
Project Name/ Description: C O ""t
Date: lP lv • D
The Department of the Army
U.S. Army Corps of Engineers, Wilmington District
P.Q. Box
Wilmington, NC 28402
Field Office:
Re: Wetlands Related Consulting and Permitting
To Whom It May Concern:
1, the current co ern owner, hereby designate and authorize Soil & Environmental Consultants, Inc. to
act in my behalf as my agent in the processing of permit applications, to furnish upon request
da of
supplemental information in support of applications, etc, from this day forward. The Y
This notification supersedes any previous corree8pondence concerning the agent for this project.
NQ"Tl';CE: This authorization, for liability. when accompanied by &EC staff'. You should call S&>EC
government officials to enter the property p
to arrange a site meeting prior to visiting the site-
?ou c,C,eso,J
Print Property Owner's Name
CC; Mr. Jolin Dorney cc: Mr. Kevin Martin
NCDCH & NR - DWQ, Water Quality Planning Soil & Environmental Consultants, Inc.
4401 Reed y Creek Road egenr.Lrm
Raleigh, NC 27607
Wetland DelirkatiNon/1•r rmitting Basin fMitidatetshed Buffc SBvaE ations?$ Groundwater Hydrology 8a 09 Gd Sl'cics entslAudits
C W1olte t7friae- [phone] • Hickory bftlcej [phone]
4:;P-rope y Qwnei's gr,ature
3988
GRISSOM QUADRANGLE
NORTH CAROLINA
7.5 MINUTE SERIES (TOPOGRAPHIC)
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Delineation Performed by: Soil & Environmental Consultants, Inc.
244 West Millbrook Road 231 16th Avenue NE
Raleigh, NC 27609 Hickory, NC 28601
Phone: [phone] Phone: [phone]
DATA FORM
ROUTINE WETLAND DETERMINATION
(1987 COE Wetlands Delineation Manual)
Project/Site: Hasentree / Project # 99-4261wf Date: 06-254)0
Applicant/Owner: Sandman & Dickerson County: Wake
Investigator: Sean Clark State: North Carolina
Do normal circumstances exist on the site? Yes
Is the site significantly disturbed
(Atypical situation)?
Is the area a potential problem area?
(If needed, explain on reverse.)
VEGETATION
Dominant Plant Species
1.Acer rubrum
21iridendron hdipifera
3. Ifrooclvardia areolata
4.Liguslrum sinense
Stratum
Tree
Tree
Herb
Shrub
5.Alagnolia virginica Tree
6,Smi1ax rotundifolia Vine
77oxieodendron eadleans Vine
8.Sambucus canadensis Shrub
Community ID: Bottomland Hardwood
No Transit ID:
No Plot ID: wetlands
Indicator Dominant Plant Soccics
FAC 9. Lindera benzoin
FAC 10,Boehmeria cvlindriea
OBL I I.Juncus effusus
FAC 12.
FAC 13.
FAC 14.
FAC 15.
FACW- 16.
Stratum Indicator
Shrub FACW
Herb FACW+
Herb FACW+
Percent of dominant species that arc OBL, FACW or FAC (excluding FAC-): 100%
Remarks:
HYDROLOGY
Recorded Data (describe in remarks)
Stream, Lake or Tide Gauge
Aerial Photographs
Other
X No recorded Data Available
Field Observations:
Depth of Surface Water: 0-1 (in.)

Depth to Free Water in Pit: 0-10 (in.)
-
Depth to Saturated Soil: -0-10- ( in.)
Wetland Hydrology Indicators:
Primary Indicators:
X Inundated
X Saturated in Upper 12 Inches
Water Marks
X Drift Lines
Sediment Deposits
X Drainage Patterns in Wetlands
Seeon:a: jJndieators: (2 or more required)
X Oxidized Root Channels in
Upper 12 Inches
X Water-Stained Leaves
Local Soil Survey Data
FAC Neutral Test
Other (explain in remarks)
Remarks:
SOILS
Map Unit Name
(Series and Phase): Worsham sandy loam Drainage Class: Poorly
Field Observations
Taxonomy (Subgroup): Typic Ochraquults Confirm Mapped Type? No
Profile Description:
Depth Matrix Color Mottle Colors Mottle Texture, Concretions,
ins.) Horizon (Munsell Moist) (Munsell Moist) Abundance/Contrast Structure etc.
0-7 A 10YR 5/1 sandy loam
7-12 E 10YR 6/1 sandy loam
Hydric Soil Indicators:
Histosol
Histic Epipedon
Sulfidic Odor
_X_ Aquic Moisture Regime
_X_ Reducing Conditions
_X_ Gleyed or Low-Chroma Color
Remarks:
Concretions
High Organic Content in Surface Layer in Sandy Soil
Organic Streaking in Sandy Soils
_X_ Listed on Local Hydric Soils List
_X Listed on National Hydric Soils List
Other (explain in remarks)
Wetland Determination
Hydrophytic Vegetation Present? Yes
Wetland Hydrology Present? Yes
Hydric Soils Present? Yes
Is This Sampling Point Within a Wetland? Yes
Remarks:
Delineation Performed by: Soil & Environmental Consultants, Inc.
244 West Millbrook Road 231 16th Avenue NE
Raleigh, NC 27609 Hickory, NC 28601
Phone: [phone] Phone: [phone]
DATA FORM
ROUTINE WETLAND DETERMINATION
(1987 COE Wetlands Delineation Manual)
Project/Site: Hasentree I Project # 99426 ] up Date: 06-25-00
Applicant/Owner: Sandman & Dickerson County: Wake
Investigator: Sean Clark State: North Carolina
Do normal circumstances exist on the site? Yes
Is the site significantly disturbed
(Atypical situation)?
Is the area a potential problem area?
(if needed, explain on reverse.)
VEGETATION
Community ID: Mixed Pine-Hardwood Forest
No Transit ID:
No Plot ID:
Dominant Plant Species Stratum Indicator Dominant Plant Species Stratum Indicator
1. Acer rubrum Tree FAC 9. Polystichum acrosticoid. Herb FAC
2. Liridendron tulipifera Tree FAC 10. Pinus taeda Tree FAC
3. Quercus alba Tree FACU 11. Oxydendrum arboreum Tree FACU
4. FvonymusAmericana Shrub FAC- 12.
5. Fagus grandifolia Tree FACU 13.
6. Cornus florida Tree FACU 14.
7. Smilax rotundifolia Vine FAC 15.
8. Tipularia discolor Herb FACU 16.
Percent of dominant species that arc OBL, FACW or FAC (excluding FAC-): 45%
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
X No recorded Data Available Water Marks
Drift Lines
Field Observations: Sediment Deposits
Drainage Patterns in Wetlands
Depth of Surface Water: 0 (in.) Secondary Indicators: (2 or more required)
Oxidized Root Channels in
Depth to Free Water in Pit: >24 (in.) Upper 12 Inches
Water-Stained Leaves
Depth to Saturated Soil: >24 (in.) Local Soil Survey Data
FAC Neutral Test
Other (explain in remarks)
Remarks:
SOILS
Map Unit Name
(Series and Phase):
Taxonomy (Subgroup):
Profile Description
Depth
(ins. Horizon
0-6 Ap
6-13 Bt
Cecil sandy loam
Typic Kanhapludults
Drainage Class: well
Field Observations
Confirm Mapped Type? Yes
Matrix Color Mottle Colors Mottle
(Munsell Moist) (Munsell Moist) Abundance/Contrast
7.5YR 4/4
7.5YR 4/4
Texture, Concretions,
Structure etc.
sandy loam
clay
Hydric Soil Indicators:
Histosol
Histic Epipedon
Sulfidic Odor
Aquic Moisture Regime
Reducing Conditions
Gleyed or Low-Chroma Colors
Concretions
High Organic Content in Surface Layer in Sandy Soil
Organic Streaking in Sandy Soils
Listed on Local Hydric Soils List
Listed on National Hydric Soils List
Other (explain in remarks)
Remarks: No indicators
Wetland Determination
Hydrophytic Vegetation Present? No
Wetland Hydrology Present? No
Hydric Soils Present? No
Is This Sampling. Point Within a Wetland? No

Remarks:
WEATHERSTONE ASSOCIATES, INC.
INVOICE NO DATE DESCRIPTION
PERMIT 6/26/00 HASENTREE
GROSS RETAINAGE DISCOUNT
475.00 .00 .00
NDS GROUp
u'Ll SECrnnnl
39bUZ
NET
475.00
------------------------------------------------
VOUCHER NO. 039602 TOTALS 475.00 .00 .00 475.00