HomeMy WebLinkAbout20031194 Ver 1_COMPLETE FILE_20030926O?OF W a rFq
O `r
October 1, 2003
Guilford County
DWQ Project # 03-1194
Mr. Jack Garvey
Post Office Box 368
Pleasant Garden, NC 27313
Subject Property: Hanson Brick Plant
APPROVAL of 401 Water Quality Certification and Randelman Buffer Rules
Dear Mr. Garvey:
You have our approval, in accordance with the attached conditions, to impact 0.02 acres of forested
wetlands, 10 feet of perennial stream and 0.02 acres of Randelman Buffers for the purpose of installing a
force main as you described in your application dated September 26, 2003. After reviewing your
application we have decided, this fill is covered by General Water Quality Certification Number 3374.
This Certification allows you to use Nationwide Permit Number 12 when the Corps of Engineers issues
it. This approval is also valid for the Randelman Buffer Rules (15A NCAC 2B .0250). 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, Coastal Stormwater, Non-Discharge and Water Supply
Watershed regulations. Also this approval will expire when the accompanying 404 or CAMA
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 send us a new application. If the property is sold, the new
owner must be given a copy of this Certification and approval letter and is thereby responsible for
complying with all conditions. This approval shall expire when the corresponding Nationwide Permit
expires or as otherwise provided in the General Certification. 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 those listed below.
Conditions of Certification:
Michael F. Easley, Governor
William G. Ross Jr., Secretary
North Carolina Department of Environment and Natural Resources
Alan W. Klimek, P.E., Director
Division of Water Quality
Coleen H. Sullins, Deputy Director
Division of Water Quality
Upon completion of all work approved within the 401 Water Quality Certification or applicable
Buffer Rules, and any subsequent modifications, the applicant is required to return the attached
certificate of completion to the 401/Wetlands Unit, North Carolina Division of Water Quality,
1650 Mail Service Center, Raleigh, NC, 27699-1650.
N. C. Division of Water Quality, 401 Wetlands Certification Unit,
1650 Mail Service Center, Raleigh, NC 27699-1650 (Mailing Address)
2321 Crabtree 131vd., Raleigh, NC 27604-2260 (Location)
(919) 733-1786 (phone), 919-733-6893 (fax), (http://h2o.enr.state.nc.us/ncwetlands
Page 2
Mr. Garvey
October 1, 2003
Violations of any condition herein set forth may result in revocation of this Certification and may result
in criminal and/or civil penalties. This Certification shall become null and void unless the above
conditions are made conditions of the Federal 404 and/or coastal Area Management Act Permit.
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, which conforms to Chapter 150B of the North Carolina General Statutes to the Office of
Administrative Hearings, P.O. Box 27447, Raleigh, N.C. 27611-7447. 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 Domey at 919-733-9646 or Bob
Zarzecki at 919-733-9726.
Sincerely,
j Alan W. Klimek, P.E.,
NC DWQ, Director
JRD/bs
Attachments: Certificate of Completion
GC 3374
Cc: USACE Raleigh Regulatory Field Office
DWQ Winston-Salem Regional Office
File Copy
Central Files
DWQ # 03-1194
46MW
031194
September 25, 2003
.
47MAIMMP
Mr. Todd Tugwell SEP $ S 2003
Raleigh Regulatory Field Office
U.S. Army Corps of Engineers TYWON
6508 Falls of the Neuse Road, Suite 120 VM1?Y
Raleigh, NC 27615
SUBJECT: Preconstruction Notification for NWP 12 and DWQ Certification #3374
for Boren Clay Products, Hanson Brick Plant, located north of Pleasant
Garden, Guilford County.
Dear Mr. Tugwell:
By copy of this letter, written authorization is requested from the U.S. Army Corps of
Engineers (USACE), under Nationwide Permit 12, Utility Line Activities, for
mechanized land clearing and temporary impacts associated with the installation of two
3-inch diameter PVC force mains, perpendicular to a small perennial stream and adjacent
forested wetland. Written concurrence is also requested from NCDENR Division of
Water Quality for temporary impacts to jurisdictional waters and wetlands and riparian
buffer within the Randleman Reservoir watershed as required under Water Quality
Certification #3374, Utility Line Backfill and Bedding Certification.
Under NPDES Permit Number NC 0085201, Case No. LV 02-644, Boren Clay Products
is in the process of installing a new nitrification field. The installation is required under a
Notice of Violation by NCDENR, in order to eliminate an existing point source discharge
to surface waters from the existing brick plant facility. The wastewater will be pumped
approximately 5600 feet from the treatment facility to the new leach field via the
proposed force main. All appropriate Health Department regulations regarding force
main installation will be followed in order to protect water quality at the subject site. The
installation will temporarily impact 0.023 acres of wetlands by mechanical clearing, and
will cross a small perennial stream perpendicularly.
No practical alternatives are available to the proposed installation, due to active mine
land reclamation efforts on the remainder of the site. Maintaining the minimum
separation from the property line of 15 feet will protect the force main from being
disturbed by heavy equipment. Every effort will be made to minimize the impacts to
existing trees. The stream crossing location was chosen because it follows the property
perimeter, and because it results in minimal impacts to both wetland and forested areas.
Preconstruction contours will be maintained and minimal spoil will be side-cast as a
result of the installation. All side-cast spoil will be removed from within the wetland
area. The impacted area will be revegetated within 90 days of initiation of work. The
excavation for the pipe will not result in drainage of the wetland area. The pipe will be
Page 2
sleeved by an 8-inch cast iron or PVC pipe, thus eliminating the need for sand or gravel
within the trench. Mats will be used in the impact corridor to prevent permanent
compaction within the wetland area. Minimal traffic within the wetland will be required
and total impacts, both temporary and permanent, will not exceed 0.023 acres.
Ms. Robin Little, licensed soil scientist and experienced wetland scientist, delineated the
subject site on September 10, 2003. The wetland data forms are included with the
Preconstruction Notification forms. The wetland area exhibited hydrophytic vegetation,
hydric soils and hydrologic indicators sufficient to meet the criteria of a jurisdictional
wetland in the U.S. Army Corps of Engineers 1987 Wetland Delineation Manual. The
wetland area was flagged and is identified on the attached aerial photograph. Proposed
and existing conditions are indicated on an excerpt of the site plan for the property.
The wetland area is located approximately 800 feet southeast of the cemetery at the
northern edge of the property, south of SR 3430. The wetland area in question is
predominantly herbaceous vegetation, Polygonum spp., with red maples dominating the
over story around the clearing. Poison ivy and honeysuckle predominate outside the
wetland boundary. The incidence of hydric soil and hydrologic indicators closely
coincides with the boundary of the Polygonum spp. The wetland area associated with the
unnamed tributary widens to the south, and exhibits ponded areas; water stained leaves
and slightly buttressed tree trunks.
Please review and respond to this application as quickly as possible. The installation of
the force main and the nitrification field are required immediately by NCDENR under the
existing Notice of Violation. Expeditious processing of this application would be greatly
appreciated and will allow removal of an existing point source discharge from the Polecat
Branch within the Randleman Reservoir watershed. Any questions can be directed to
Ms. Robin Little (919418-7645) or to Jack Garvey (336-674-2255). Your assistance in
this matter is greatly appreciated.
Respectfully yours,
be,-- C^"a
Jack Garvey
Group Technical Services
Environmental Manager
Hanson Brick
CC: DWQ Central Office - Raleigh (7 copies & $200)
Office Use Only: Form Version May 2002
USACE Action ID No. DWQ No.
kit any particular item is not applicable to this project, please enter "Not Applicable" or "N/A".)
I. Processing
Check all of the approval(s) requested for this project:
® Section 404 Permit ® Riparian or Watershed Buffer Rules
? Section 10 Permit ? Isolated Wetland Permit from DWQ
® 401 Water Quality Certification
2. Nationwide, Regional or General Permit Number(s) Requested: 12
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 (verify availability with NCWRP prior to submittal of PCN), 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
1. Owner/Applicant Information
Name:_ Mr. Jack Garvey
Mailing Address: PO Box 368
Pleasant Garden NC 27313
Telephone Number: 336-674-2255 Fax Number: 336-674-5397
E-mail Address: Jack.Garveyna HansonAmerica.com
2. Agent/Consultant Information (A signed and dated copy of the Agent Authorization letter
must be attached if the Agent has signatory authority for the owner/applicant.)
Name:
Company Affiliation:
Mailing Address:
Telephone Number: Fax Number:
E-mail Address:
Page 5 of 12
III. Project Information
Attach a vicinity map clearly showing the location of the property with respect to local
landmarks such as towns, rivers, and roads. Also provide a detailed site plan showing property
boundaries and development plans in relation to surrounding properties. Both the vicinity map
and site plan must include a scale and north arrow. The specific footprints of all buildings,
impervious surfaces, or other facilities must be included. If possible, the maps and plans should
include the appropriate USGS Topographic Quad Map and NRCS Soil Survey with the property
boundaries outlined. Plan drawings, or other maps may be included at the applicant's discretion,
so long as the property is clearly defined. For administrative and distribution purposes, the
USACE requires information to be submitted on sheets no larger than 11 by 17-inch format;
however, DWQ may accept paperwork of any size. DWQ prefers frill-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: Hanson Brick Force Main Installation
2. T.I.P. Project Number or State Project Number (NCDOT Only):
3. Property Identification Number (Tax PIN):
4. Location
County: Guilford Nearest Town: Pleasant Garden
Subdivision name (include phase/lot number):
Directions to site (include road numbers, landmarks, etc.): I-40 west to US 421 south, at
third light, turn right onto Pleasant Garden Road, Hanson Brick is approximately 5 miles on
right. Site is located on northern perimeter, approx. 825 feet east of cemetery road, approx
1000 feet south of SR 3430.
5. Site coordinates, if available (UTM or Lat/Long): UTM 17 610601 E 3981570N (NAD27) or
35.9741°N, 79.7733°W (NAD27)
(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. Property size (acres): 179.6 acres
7. Nearest body of water (stream/river/sound/ocean/lake): Polecat Creek
8. River Basin: Cape Fear River
(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/maps/.)
9. Describe the existing conditions on the site and general land use in the vicinity of the project
at the time of this application: Clay mining pits, reclaimed surface, partially forested
Page 6 of 12
10. Describe the overall project in detail, including the type of equipment to be used:
Installation of sewer force main required to access new nitrification field. Two 3-inch PVC
pipes will be buried across srhall stream and wetland at property perimeter. Pipes will be sleeved
in Cast Iron without joints within stream area. Appropriate measures will be taken to prevent
drainage impact to wetland area. Minimal clearing and grubbing will occur within buffer area.
(10 feet wide corridor) Total impacts are estimated to be less than 1000 square feet of
wetland/buffer. A backhoe with a ditch-witch mounted on the PTO will perform the work.
11. Explain the purpose of the proposed work: Hanson Brick has been required to provide
subsurface disposal of wastewater in a new nitrification field, located in far corner of
property. The location of the nitrification field is the only area with suitable soils according
to DENR and the Health Department. The wastewater will be pumped via the force main to
the new drainfield. The force main must follow the property perimeter in order to allow for
access, mining and reclamation activities.
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.
Mine Permit 41-2
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.
NA
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
mitigation, list and describe the impact in Section VIII below. If additional space is needed for
listing or description, please attach a separate sheet.
Page 7 of 12
IL->.
1. Provide a written description of the proposed impacts: The proposed force main will
cross a stream and wetland area as shown on the attached maps. Temporary impacts will
include minimal mechanized clearing in order to install sleeved force main approximately 3
feet below ground surface Vegetation will be reestablished within riparian buffer area and
wetland area will be allowed to naturally revegetate.
2. Individually list wetland impacts below:
Wetland Impact
Site Number
Type of Impact' Area of
Impact Located within
100-year Floodplain* * Distance to
Nearest Stream
Type of Wetland""
indicate on ma acres (es/no) linear feet
A Clearing 0.023 No crossing Forested wetland,
disturbed herbaceous
• List each impact separately and identify temporary impacts. Impacts include, but are not limited to: mechanized cicaring, gracing, nu,
excavation, flooding, ditching/drainage, etc. For dams, separately list impacts due to both structure and flooding.
•• 100-Year floodplains arc 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 http:/hcwtiv.fema.gov.
••• List a wetland type that best describes wetland to be impacted (e.g., freshwatcr/saltwater marsh, forested wetland, beaver pond,
Carolina Bay, bog, etc.) Indicate if wetland is isolated (determination of isolation to be made by USACF, only).
List the total acreage (estimated) of all existing wetlands on the property: 2.0 acres
Total area of wetland impact proposed: 0.023 acres
3. Individually list all intermittent and perennial stream impacts below:
Stream Impact
Site Number
indicate on ma
Type of Impact' Length of
Impact
linear feet
Stream Name" Average Width
of Stream
Before Impact Perennial or
Intermittent?
leasespecify)
B Temporary 10 4 feet perennial
' List each impact separately and identify temporary impacts. Impacts include, but arc not limited to: culverts and associated rip-rap,
dams (separately list impacts due to both structure and flooding), relocation (include linear feet before and after, and net loss/gain),
stabilization activities (cement wall, rip-rap, crib wall, gabions, etc.), excavation, ditch ing/straightcn i ng, 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.usgs.lov. Several inte net sites also allow direct download and printing of USGS maps (e.g., www.topozone.com,
www.mapgucst.com, etc.).
Cumulative impacts (linear distance in feet) to all streams on site: 10 feet
4. Individually list all open water impacts (including lakes, ponds, estuaries, sounds, Atlantic
Ocean and any other water of the U.S.) below:
Open Water Impact
Site Number
indicate on ma
Type of Impact Area of
Impact
acres Name of Waterbody
(if applicable) Type of Waterbody
(lake, pond, estuary, sound,
bay, ocean, etc.
Page 8 of 12
• List each impact separately and identify temporary impacts. Impacts include, but arc not limited to: fill, excavation, dredging,
flooding, drainage, bulkheads, etc.
5. Pond Creation
If construction of a pond is proposed, associated wetland and stream impacts should be
included above in the wetland and stream impact sections. Also, the proposed pond should
be described here and illustrated on any maps included with this application.
Pond to be created in (check all that apply): ? uplands ? stream ? wetlands
Describe the method of construction (e.g., dam/embankment, excavation, installation of
draw-down valve or spillway, etc.): NA
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:
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.
Force main is required to access nitrification field. Nitrification field location specified by
Health Department and by lack of suitable soil areas on property. Force main must follow
property perimeter to allow for future land disturbing activities mining, reclamation, access) The
proposed crossing will minimally impact the wetland stream and buffer with temporary clearin
and installation. Removal of trees will be limited to minimum necessary.
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.
Page 9 of 12
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/ncwetiands/strm,ide.htm1.
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.
NA
2. Mitigation may also be made by payment into the North Carolina Wetlands Restoration
Program (NCWRP). Please note it is the applicant's responsibility to contact the NCWRP at
(919) 733-5208 to determine availability and to request written approval of mitigation prior
to submittal of a PCN. For additional information regarding the application process for the
NCWRP, check the NCWRP website at http://h2o.enr.state.nc.us/,.%-m/index.htm. If use of
the NCWRP is proposed, please check the appropriate box on page three 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)
Does the project involve an expenditure of public (federaUstate) funds or the use of public
(federal/state) 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 (919) 733-5083 to review current thresholds for environmental documentation.
Yes ? No ?
Page 10 of 12
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
map, whether or not impacts are proposed to the buffers. Correspondence from the DWQ
Regional Office may be included as appropriate. Photographs may also be included at the
applicant's discretion.
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 ? 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
stare feet)
Multiplier Required
Mitigation
1 600 3
2 400 1.5
Total 1000
• Tone t extends out 30 feet perpendicular from near bank of cnannel; Gone [ extcnas an
additional 20 feet from the edge of "Lone 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 213.0242 or.0260.
NA
XI. Stormwater (required by DWQ)
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.
Page 11 of 12
r
N
XII. Sewage Disposal (required by DWQ)
Clearly detail the ultimate treatment methods and disposition (non-discharge or discharge) of
wastewater generated from the proposed project, or available capacity of the subject facility.
Impacts required by NCDENR for installation of force main to new nitrification field.
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. 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).
Hanson Brick is currently under notice of violation for wastewater disposal compliance, and the
force main installation is required to correct the violation immediately.
0A
Applicant/Agent's Signature Date
(Agent's signature is valid only if an authorization letter from the applicant is provided.)
Page 12 of 12
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GUILFCAD COUNTY 8011,sU1ZVF-?!
I . -•40
1
N No.2
LVERT
7' by 14' by 3' deep '
'roposed Basin 13
Ame
sin Limits Ia
P Flush
t base
Temporary Berm
x. Water Surface at,
k Bat Crest Level
Sediment` Storage Ares
(53' by ?W' by 4' deep)
H B]•03' ]t].]O'
MINE LIMITS OF DI
eso
EROSION CONI
E
\ {r F
, .?* Ab
DATA FORM
ROUTINE WETLAND DETERMINATION
(1987 COE Wetlands Delineation Manual)
ProjecUSite: BO E/N ('. A ?90DUC.T5 - HAA&Okbeld, Date: 91016-3
ApplicantJOwner: V L County: 11 LF6ft D
Investigator: R¢B(A1 MA. LITT'L State: KC,
Do Normal Circumstances exist on the site? CGB:) No Community ID:
Is the site significantly disturbed (Atypical Situation)? Yes ® Transect ID:
Is the area a potential Problem Area? Yes ® Plot ID:
If needed, explain on reverse.
VEGETATION
Do
minant Plant Species Strattirn Indicator Dominant Plant Species Stratum tndc4dor
D
2
FAC-
??
1
.
2YL(14
-
---- -- - to.-- ------------- ---- ------
3.. Sallx
- -- oaL.-
h'
1
------ ------
4.____. 12
5.----------------- ------ ----- 13.---------------
8.----------------- ------- --- 14.----------------- -- -
7.--------- ------ ------- ----- 15.-------- ------ ---- --- -
Percent of Domnant Species that are OBL, FACW or FAC Q Q?.
exdudi FAC- .
Remarks: W6kiaK-A arv&& Pr&dVMinak_f'rY Pb Ly jey,v_44,j SPr•/ Paob bit y
PeMKSY1V I U 41M
HYDROLOGY
Retarded Data (Describe in Remarks): Wetland Hydrology Indicators:
- Stream. Lake. or Tide Gauge Primary i kators:
_ Aerial PhckVaphs inundated
- Other ? Saturated In Upper 12 Inches
_? No Recorded Data Available _ Water btarls
_ Drift Lines
_ Sediment Deposits
Field Observations: _ Drainage Patterns in Wetlands
SecoDdary Indicators (2 or more requied):
Depth of Surface Water. (in.) Oxidized Rod Channels in Upper 12 Inches
_ Water-Stained Leaves
Depth to Free Water In Pit: (in.) _ Local Sol Survey Data
? FAC-Neutral Test
Depth to Saturated Sol: -??(in.) - Other (Explain in Remarks)
Remarks:
B2
Appendix B Blank and Example Data Forms
I ob i
SOILS
( ersnitName r W-5 WENA Kam)
V
Series and Phase): N0 lNU
F
/ Drainage Class:
0-*j
-
-_-
if
Taxonomy (Subgroup): -----?--- _
Field Observations
-------_-- Confirm Mapped Type? Yes
Profile Description:
Depth Matrix Color Mottle Colors Mottle Abundance/ Texture, Concretions,
(Jnchesi Horimn (Munsell Moist) (Munsen Moist) Sim/Contrast Structure, etc,
i _ - A- _ oy-rNZ_ -- - _ ------ t o a-w?. --
Hydric Soil Indicators:
- Itstosol _ Concretions
_ Ffislic Epipedon - Hgh Organic Content in Surface Layer in Sandy Soils
Sulfdic Odor Organic Streaking in Sandy Soils
_
_ Aqoic Moisture Regime _ Listed on Local Hydric Soils List
_ Reducing Conditions -
_tt?-Gleyed or LOrwCtroma Colors - Listed on National Hydric Soils List
Other (Explain in Remarks)
Remarks: We?,,i-s F3 • Nyd r< < Soi 1 lhd cQ{ms
WETLAND DETERMINATION
Hydrophytic Vegetation Present? No (Circle) (Cirria)
Wetland Hydrology Present? No
"ric Soils Present? No Is ft Sampling Point Within a Wetland? (9 No
Remarks: ?1 ?!,?,? Ih1 s? L?bµt v
Approved by HOUSACE 3192
Appendix B Blank and Example Data Forms
B3
? . rMka
DATA FORM
ROUTINE WETLAND DETERMINATION
(1987 COE Wetlands Delineation Manual)
Project/Site: BOt2ENClA PRODUCT`S-k+ANSON P_IC Date: COO 03
Appricant/Owner: _ SACK GA It V E-% County: 6111 Llb ?
Irwestigator: _I?O dl N M- L ITT State: N C
Do Normal Circumstances exist on the site? No Community ID:
Is the site significantly disturbed (Atypical Situation)? Yes ® Transect ID:
Is the area a potential Problem Area? Yes Plot ID: ?2_-
(If needed, explain on reverse.
VEGETATION
Domnaml Plant Stratum MT'ror Domnant Plam S9e2107 Stratum
N!wor
V/ _ FA U
G -
9._
2.1?.kp F1_?? 1o. --
.. f16- 12.
_
7. 15.- -- ---
a.- 16.
Pescara of Domnant Spaoos mat are 081• FACW or FAC
texrtud +o FAC-t. g D X FikC Gl t.TA T/ ?E
R ama rk3:
HYDROLOGY
- Recorded Data (Describe in Remarks):
- Stream, Lake. or ride Gauge
_ Aerial Photographs
Other
ZZ; Recorded Data Available Weiland Hydrology hdcators:
Primary t+dcators:
Pxadatod
Saturated in Upper 12 inches
_ Water hierls
DrA Lees
_
_ Sediment Deposits
Field Observations: _ Dranage Petterm in Wdlands
Secondary indcatars (2 or more requied):
Depth of Surface Water. (n) _ Ond'aed Root Channets in leper 121xhes
_ WaterStaned Leaves
Depth to Free Water in Pi: (n.) Local Sol Survey Data
FAG-Neutral Test
Depth to Saturated Sot (n.) _ 09w (Explain in Remarks)
Remark;
B2
Appendix B Blank and Example Data Forms
d, . 111111111..
SOILS
X2.1
Map Unit Name
(Series and Phase): N
C
- _---- ---- Drainage Class:
Taxonomy (Subgroup): Field Observations
Confirm Mapped Type? Yes
Profile Description:
Depth Matrix Color
(inches) Horimn (Munsell Moist) Mottle Colors Mottle Abundance/ Texture, Concretions,
(Munsell Moistl S®/Contrast Structure. etc.
0-1 _A _ _ldye 5?-- ---------- ------ to?,,,? --------
2 C'/ 3 10 Y r ?'/sp- -- - -- -------
Hydrx: Soil Indicates:
Fislosol Concretions
- Hstx; Epipedon Figh Organic Content in Surface Layer in Sandy Soils
- Sulfdic Ogpr _
_ Organic Streaking in Sandy Soils
- Adu,c Moisture Regime Listed on Local Hydnc Soils List
__ Reducing Conditions Listed on National Hydric Soils List
- Gleyed or Lov.,Chrorra Colon - Other (Explain in Remarks)
Remarks:
dotes not >1c?+ F 3
WETLAND DETERMINATION
H"rophybc Vogetation Present? No (Circle) (Circle)
Wetland "Aroiogy Pros ant? $No
Fiydric Soils Present? ® Is this Sampling Point Within a Wetland? Yes
Remarks:
Approved by HQUSACE 3/92
Appendix B Blank and Example Data Forms
63