19960743 Ver 1_COMPLETE FILE_19960805

State of North Carolina
Department of Environment, ATR?FA
Health and Natural Resources wl • •
Division of Water Quality
10
James Hunt, Governor C)F= F1
Jonathan B. Howwe es, Secreta ry
A. Preston Howard, Jr., P.E., Director
August 20, 1996
' Union County
DWQ Project # 960743,
APPROVAL of 401 Water Quality Certification
Mr. Mike Shalati
Union County Public Works Department
P.O. Box 987
Monroe, NC 28111-0987
Dear Mr. Shalati:
You have our approval to temporarily impact 0.71 acres of wetlands or waters for the purpose of
constructing a sewer line along Grassy Branch near Unionville, as you described in your application dated 2
August 1996. After reviewing your application, we have decided that this fill is covered by General Water
Quality Certification Number 3022. This certification allows you to use Nationwide Permit Number 12
when it is issued by the Corps of Engineers.
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 this
approval to be valid, you must follow the conditions listed in the attached certification. In addition, you
should get any other federal, state or local permits before you go ahead with your project.
If you do not accept any of the conditions of this certification, you may ask for an adjudicatdl•y
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 Dorsey at 919-733-178¢.
Attachment
cc: Wilmington District Corps of Engineers
Corps of Engineers Asheville Field Office
Mooresville DWQ Regional Office
Mr. John Dorney
Central Files
Sincerely,
*s on Howard, Jr. P.E.
960743.1tr
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Division of Water Quality • Environmental Sciences Branch
Environmental Sciences Branch, 4401 Reedy Creek Rd., Raleigh, NC 27607'Telephone [phone] FAX # [phone]
An Equal Opportunity Affirmative Action Employer • 50% recycled/10% post consumer paper
401 ISSUED
N
Environmental Planning Consultant RECEIVED 7113 Hickory Nut Drive
Landscape Architecture Raleigh, NC 27613
Land Planning AVG V S 1996 [phone]
August 2, 1996 ENVIRONMENTAL SCIENCES
Mr. Steve Lund
US Army Corps of Engineers - Reg. Field Office
151 Patton Avenue - Room 143
Asheville, NC 28801 - 5006 - -
Mr. John R. Domey
Department of Water Quality - NCDEHNR
Environmental Science Laboratories
4401 Reedy Creek Road
Raleigh, NC 27607
Re: Nationwide Permit #12 Application for Groc y Branch Trunk Sewer for Unionville and Piedmont
Schools - Union County Public Works Department, Union-County. North Carolina
Dear Sirs:
On behalf of my client, Mr. Jimmy Gordon of Union County Public Works Department, I am pleased to
provide you with the following information concerning the proposed Grassy Branch Trunk Sewer
development plans for your consideration and approval under Nationwide Permit #12 and/or the General
Permit. The project site is located near Unionville, Union County.
Please let me know if you have any questions.
Sin rel
Leonard S. Rindner, PWS
Environmental Planning Consultant
cc. Mr. Jimmy Gordon
Union County Public Works Department
P.O. Box 987
Monroe, North Carolina 28111-0987
Dale C. Stewart
LandDesign Engineering
1700 East Boulevard
Charlotte, NC 28203
4V
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9 6 0 7 4 3 401 ISSUED
Grassy Branch Trunk Sewer
Unionville/Piedmont Middle and High Schools,
Union County, North Carolina
Joint Application Form and Supporting Documentation for
NATIONWIDE PERMITS THAT REQUIRE NOTIFICATION
TO CORPS OF ENGINEERS
NATIONWIDE PERMITS THAT REQUIRE
SECTION 401 CERTIFICATION CONCURRENCE
Prepared For:
Union County Public Works Department, Union County, N.C.
P.O. Box 987
Monroe, North Carolina 28111-0987
Prepared By:
LandDesign Engineering Services, Inc.
1700 East Boulevard
Charlotte, NC 28202
[phone]

. Leonard S. Rindner. PWS
Environmental Planning Consultant
7113 Hickory Nut Drive
Raleigh, NC 27613
[phone]
*Subject to verification by the USACE Date : 8/2/96

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Grassy Branch Trunk Sewer
Unionville/Piedmont Middle and High Schools,
Union County, North Carolina
Joint Application Form and Supporting Documentation for
NATIONWIDE PERMITS THAT REQUIRE NOTIFICATION
TO CORPS OF ENGINEERS
NATIONWIDE PERMITS THAT REQUIRE
SECTION 401 CERTIFICATION CONCURRENCE
Prepared For:
Union County Public Works Department. Union County, N.C.
P.O. Box 987
Monroe, North Carolina 28111-0987
Prepared By:
LandDesign Engineering Services, Inc.
1700 East Boulevard
Charlotte, NC 28202
[phone]

. Leonard S. Rindner, PWS
Environmental Planning Consultant
7113 Hickory Nut Drive
Raleigh, NC 27613
[phone]
*Subject to verification by the USACE Date : 8/2/96
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' Environmental Planning Consultant 7113 Hickory Nut Drive
Landscape Architecture Raleigh, NC 27613
Land Planning (919:1870-9191
August 2, 1996
Mr. Steve Lund
US Army Corps of Engineers - Reg. Field Office
151 Patton Avenue - Room 143
Asheville, NC 28801 - 5006
Mr. John R. Dorney - Water Quality Planning
Division of Environmental Management - NCDEHNR
Environmental Science Laboratories
' 4401 Reedy Creek Road
Raleigh, NC 27607
' Re: Grassy Branch Trunk Sewer Project of Approximately 3.25 Miles - Unionville/Piedmont Middle
and High Schools - Request for NWP 12, Union County, NC
Dear Sirs:
On behalf of my client, Union County Public Works Department (Mr. Mike Shalati, Director), I am
requesting your review of the enclosed plans. I have also attached other information pertaining; to the site.
' The proposed use of the site is a sanitary sewer trunk line to serve the Unionville/Piedmont Middle and High
Schools, near Unionville, North Carolina. Preliminary planning included a wetland delineation, conducted in
March and April, 1996, and a review of several alternative alignments based on environmental factors,
' construction limitations, and other factors.
SITE DESCRIPTION
' Most of the project site is wooded. Portions of the project traverse through active agricultural land. Grassy
Branch is a meandering intermittent to perennial tributary of Crooked Creek, which is a tributary of the
Rocky River of the Yadkin River Basin, Water Classification - C. A well defined riparian berm occurs along
' the creek. Several small wetland areas occur in depression and level areas and at toe of slopes in the
floodplain.. Generally the site consists of Cid (CmB) soils and Chewacla (ChA) soils.

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Summaa i2f Jurisdictional Waters of the U.S.
Wetland Hydroloav
The ponds, and unnamed intermittent/perennial tributaries are considered surface waters. Wetland hydrology
is provided by a perched water table, seeps, and springs over a clayey subsoil, surface runoff and
ponding/flooding over the riparian berm.
Hydroph is Vegetation
Wetland areas and along tributaries is dominated by Facultative, Facultative Wet, and Obligati; Vegetation
and includes red maple, hornbeam, sweetgum, alder, green ash, willow oak, willow, bush dogwood, and
others. Herbaceous plants include sedges, soft rush, jewelweed, and other typical wetland species.
Hydric Soil
According to Soil Conservation Service, Technical Guide-Section H-A-2, June 1991, ChA and CmB soils
are listed as Map Units with inclusions of Hydric Soils in Union County.

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Mr. Steve Lund - USACE, Mr. John R. Dorney - NCDEM Water Quality Planning
Grassy Branch Trunk Sewer Project - NAP 12
' Page 2, August 2, 1996
PROPOSED AREA OF DISTURBANCE
' Headwater Forest (PSSIA, PFOIA) =+0.64 acres
Bank to Bank Tributary = + 0.07 acres
' Total Jurisdictional Waters = + 0.71 acres
PROPOSED AVOIDANCE. MINIMIZATION. AND MITIGATION
' The department has pursued extensive professional planning input to develop this project while maintaining
sensitivity to environmental concerns. Preliminary planning involved site analysis and consideration of
environmental and regulatory issues. Topography, natural features, soil and rock conditions, existing land
' use, and engineering requirements were factors in determining the location of the trunk line. Once the final
extents of the wetland areas were determined, a very strong effort, as depicted on the plan, was made to
adapt the project to avoid and minimize impacts to wetlands to the extent feasible. Except for temporary
construction and development impacts we believe that the proposed project will not cause significant
' impacts to the ecological functions or values of Jurisdictional Waters of the U. S..
Avoidance
' Most of the wetland areas on this are located between the riparian berm along the creek and the base of
ridges that border the floodplain. The width of the floodplain varies greatly. The sewerline has been located
' to extent possible between the riparian berm and the wetland areas behind the berm. Significant areas of the
riparian berm from the edge of the easement to the bank of the creek are left undisturbed. This distance is a
minimum of 10', however the average width is 30' to 40'. In sections the width may be as wide as 80' or
more. Locating the sewer line along the outside edge of the wetland areas was limited by a rapid change in
slope, soil, and rock conditions, width of the wetlands in relation to distance from creek , and existing land
use.
' Alinimization
This project will be designed and constructed to conform to the Corps of Engineers Nationwide Permit 12
' or Regional Permit 049 (Utility Line Backfill and Bedding) and the North Carolina Division of
Environmental Management General Certification Conditions - September 6, 1995.
Best Management Practices will also be employed to minimize impacts to Jurisdictional Waters. This will
' include:
- Siltation Barriers
' _ Sediment Traps and Diversion Ditches
Barricades to define construction limits to sensitive sites and to protect trees
- Preconstruction meetings
' _ Other methods as appropriate
Vehicular access will be restricted to specific areas to avoid disturbance to adjacent wetlands and
natural areas to be preserved. Methods to prevent short term impacts will be inspected regularly and
maintained during construction of the project. Wetlands to be clearly marked prior to construction to
' prevent accidental damage to wetlands. The contractors will be held responsible for unauthorized wetland
damage not permitted according to plans and specifications. Preconstruction meetings shall be held if
necessary with representatives of the USACE and the NCDEM.

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Mr. Steve Lund - USACE, Mr. John R. Dorney - NCDEM Water Quality Planning
Grassy Branch Trunk Sewer Project - NWP 12
Page 3, August 2, 1996
Short term construction impacts, primarily stream sedimentation will affect aquatic habitat,
however this will be minimized to the extent practicable to promote rapid recovery. Project construction will
strictly adhere to an approved Sedimentation and Erosion Control Plan. Best Management Practices will
include utilizing siltation trapping ponds and other erosion control structures where appropriate. Impacts
from hazardous materials and other toxins to fish and aquatic life such as fuels will be avoided by not
permitting staging areas to be located near surface waters. Also, as required by the 401 Water Quality
Certification conditions, measures will be taken to prevent "live" or fresh concrete from coming into contact
with waters until the concrete has hardened.
Grassing Specification
Wetland areas in temporarily saturated soils or subject to occasional and brief inundation
Dates Types Rak
April 1 - Jul. 15 Red Top Grass 7 lbs/acre
Smartweed 20 lbs /acre
Jul. 16 - Sept. 1 Temporary Crop
Jap. Millet or Sorghum 20 lbs /acre
(to be followed by permanent mixture)
' Sept. 2 - Nov. 1 Smartweed
Red Top Grass

20 lbs /acre
7 Ibs/acre
Nov. 1 - March 31 Temporary Crop 40 lbs /acre
Wheat or Winter Rye
(to be followed by permanent mixture)
Other native Brasses or annuals suited to wet conditions may be selected No fescue will be used in wetland
areas.
The topsoil shall be saved through the disturbed area and the top 6" to 12" of the trench will be backfilled
with this topsoil to encourage rapid re-establishment of previous vegetation conditions. The contours
throughout the area of disturbance will also be restored immediately upon the completion of construction.
An annual species suitable for wet locations will be planted within jurisdictional wetlands for soil and erosion
control. Perennials such as fescue will not be specified. The above and remaining Nationwide Permit and
401 Water Quality Certification conditions which includes the following will be incorporated into the plans
and specifications of the project:
a) Written concurrence from NCDEM is required if the utility line is installed parallel to and closer
than 10 feet to a stream or if the utility line crosses a stream channel at less than 75 degrees or more than
105 degrees of the stream bank;
b) Construction corridors parallel to streams shall be placed at the furthest distance from the stream to
the maximum extent possible;

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Mr. Steve Lund - USACE, Mr. John R. Dorsey - NCDEM Water Quality Planning
Grassy Branch Trunk Sewer Project - NWP 12
Page 4, August 2, 1996
C) That established sedimentation and erosion control practices are utilized to prevent violations of the
' appropriate turbidity water quality standards. All sedimentation and erosion control measures placed in
wetlands shall be removed and the natural grade restored after the Division of Land resources has released
the project;
' d) Annual species suitable for wet locations shall be planted within jurisdictional wetlands for soil and
erosion control. Perennials such as fescue are prohibited;
e) No fertilizer shall be applied within 10 feet of streams;
f) The construction corridor (including access roads and stockpiling of materials) is limited to 40 feet
' in width and must be minimized to the maximum extent practicable.
g) Measures shall be taken to prevent live or fresh concrete from coming into contact with waters of
' the state until the concrete has hardened;
h) Permanent, maintained access corridors shall be restricted to the minimum width practicable and
shall not exceed 10 feet in width except at manhole locations. A 10 feet by 10 feet perpendicular vehicle
' turnaround must be spaced at least 500 feet apart.
i) An anti-seep collar (See detail) shall be placed at the downstream (utility line gradient) wetland
boundary and every 150 feet up the gradient until the utility exits the wetland for buried utility lines. Anti-
' seep collars may be constructed with Class B concrete or compacted clay. Compacted clay shall have a
specific discharge of 1 X 10 -5 cm/sec or less.
' j) Placement of rip rap is restricted to stream bottoms and banks directly impacted by the placement
of the utility line. The stream berm must be restored to the original contours after construction;
' k) This general certification does not authorize any permanent changes in preconstruction elevation
contours in waters or wetlands. The permitee will have a specific plan for restoring wetland contours. Any
excess material will be removed to a high ground disposal areas.
' THREATENED AN ENDANGERED SPECIES
' Federally listed plant and animal species with endangered or threatened status are protected under the
Endangered Species Act of 1973. The US Fish and Wildlife Service has identified two endangered species -
Schweinitz's sunflower (Helianthus schweinitzii), and the Carolina heelsplitter (Lasmigona decorata).
' Schweinitz's sunflower thrives in full sun characteristic of successional fields, margins, and forested
openings. A review of USGS Maps at the Natural Heritage Program at NCDEHNR in Raleigh did not
indicate any endangered species previously identified on the site.

Since Schweinitz's sunflower is known to occur in Union County, I was accompanied by Mr. John T. Soule
of Dr. Jim Matthews (UNCC) H.A.R.P. organization during the wetland delineation process. John T. Soule
is one of Dr. Matthew's primary field investigators. Neither John T. Soule nor I identified Schweinitz's
sunflower or habitat conducive for it's survival.

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Mr. Steve Lund - USACE, Mr. John R. Dorney - NCDEM Water Quality Planning
Grassy Branch Trunk Sewer Project - NWP 12
Page 5, August 2, 1996
The Carolina heelsplitter is a freshwater mussel which prefers shaded areas either in a ponded portion of a
small stream or in runs along steep banks with moderate current. Primary habitat are waters less than three
feet deep with a soft mud, muddy sand, or shady gravelly substrate. It is normally restricted to protected
silted areas or under banks especially associated with obstructions such as stumps or fallen trees. Its current
distribution according to the US Fish and Wildlife Service is limited to portions of two streams -- Goose
Creek and Waxhaw Creek -- and a small river originating from rural areas in Union County. Therefore it is
not expected to occur on this site.
State Protected Species
The Carolina Darter (Etheostoma collis) is a fish that inhabits small streams such as those found in the
project area. This species has a federal status of Proposed Special Concern and a state status of Special
Concern. The species prefers small clear streams of less than 15' width with moderate to swift current and a
sand/gravel benthic composition. It apparently tolerates a wide range of water quality conditions and
vegetation types adjacent to the streams and appears resistant to pollution. (E. Menhinick). Therefore, strict
adherence to an approved erosion and sedimentation control plan will be maintained during the construction
period in order to control degradation of water quality.
' CULTURAL RESOURCES
There are no indications of any existing structures on the project site or adjacent areas. The Office of State
' Archaeology and the Survey and Planning Branch of the NC Department of Cultural Resources - State
Historic Preservation Office (SHPO) was visited to review existing mapping on the USGS Quad
(Bakers/Watson/Stanfield) maps, if any. The purpose of this review was to determine if there was
previously identified sites in the project area. Based on the review of the maps, no previously identified or
' surveyed sites are currently indicated on the maps within the project area. No existing structures were
evident within the project boundaries.
' Please contact me if you have any questions or require additional explanation, I would be more than happy
to meet with you at the site at your earliest convenience at the site, if necessary. Thank you for your
consideration.
' S' cer
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a-'e ' Leonard S. Rindner, PWS
Environmental Planning Consultant
I cc: Dale C. Stewart - LandDesign Engineering Services, Inc.
Mike Parker - NCDEM Water Quality Section - Mooresville

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960-743
DEM ID: CORPS ACTION ID:' 401 IBS )ECG
NATIONWIDE PERMIT REQUESTED (PROVIDE NATIONWIDE PERMIT #): 17-
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 bANAGEMENT
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 N.C. DIVISION OF ENVIRONMENTAL MANAGEMENT
(SEE AGENCY ADDRESSES SHEET). PLEASE PRINT.
1. OWNERS NAME: Union County Public Works Department C/O Mike Shalati
2. MAILING ADDRESS: P.O. Box 987, Monroe, North Carolina 28111-0987
704) 283-3819
CITY: Lhiornrille
SUBDIVISION NAME: Grassy Branch Trunk Seer Project
STATE: NC
ZIP CODE: 29379
PROJECT LOCATION ADDRESS, INCLUDING SUBDIVISION NAME (IF DIFFERENT FROM
MAILING ADDRESS ABOVE): Grassy Branch Trunk Sewer Project
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' 3. TELEPHONE NUMBER (HOME): (WORK):[phone]
4. IF APPLICABLE: AGENT'S NAME OR RESPONSIBLE CORPORATE OFFICIAL, ADDRESS,
' PHONE NUMBER: Leonard S. Rindner
Environmental Planning Consultant, Raleigh, NC for:
LandDesign Engineering Services, Inc.
1700 Fast- Boulevard
' Charlotte NC 28203
[phone]
' S. LOCATION OF WORK (PROVIDE A MAP, PREFERABLY A COPY OF USGS TOPOGRAPHIC
MAP OR AERIAL PHOTOGRAPHY WITH SCALE):
' COUNTY: Union NEAREST TOWN OR CITY: Unionville
' See attached report
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SPECIFIC LOCATION (INCLUDE ROAD
NUMBERS, LANDMARKS, ETC.): See attached report
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' 6. IMPACTED OR NEAREST STREAM/RIVER: Grassy BrancWC:rcokBd Creek
RIVER BASIN: Yadkin
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 ACOASTAL COUNTY (SEE PAGE 7 FOR
LIST OF COASTAL COUNTIES), WHAT IS THE LAND USE PLAN (LUP) DESIGNATION?
8a. HAVE ANY SECTION 404 PERMITS BEEN PREVIOUSLY REQUESTED FOR USE ON
' THIS PROPERTY? YES [ ] NO [X] IF YES, PROVIDE ACTION I.D. NUMBER OF
PREVIOUS PERMIT AND ANY ADDITIONAL INFORMATION (INCLUDE PHOTOCOPY OF 401
CERTIFICATION):
' 8b. ARE ADDITIONAL PERMIT REQUESTS EXPECTED FOR THIS PROPERTY IN THE
FUTURE? YES [ ] NO [X] IF YES, DESCRIBE ANTICIPATED WORK:

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9a. ESTIMATED TOTAL NUMBER OF ACRES IN TRACT OF LAND:-t10 Accts alrng Gassy Brarrh
' 9b. ESTIMATED TOTAL NUMBER OF ACRES OF WETLANDS LOCATED ON PROJECT SITE:
+ 0.71 Acres within sanitary sever right-of-ray and o stttactirn easermt.
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10a. NUMBER OF ACRES OF WETLANDS IMPACTED BY THE PROPOSED PROJECT BY:
FILLING: EXCAVATION:
FLOODING: OTHER:
DRAINAGE : TOTAL ACRES TO BE IMPACTED : .71 ACL'2S
' Temporary distrubance - Restored/NWP Requirements
10b. (1) STREAM CHANNEL TO BE IMPACTED BY THE PROPOSED PROJECT (IF
RELOCATED, PROVIDE DISTANCE BOTH BEFORE AND AFTER RELOCATION): N/A
LENGTH BEFORE: FT AFTER: FT
WIDTH BEFORE (based on normal high water contours): FT

WIDTH AFTER: FT
AVERAGE DEPTH BEFORE: FT AFTER: FT
(2) STREAM CHANNEL IMPACTS WILL RESULT FROM: (CHECK ALL THAT APPLY)
OPEN CHANNEL RELOCATION: PLACEMENT OF PIPE IN CHANNEL: X
CHANNEL EXCAVATION: CONSTRUCTION OF A DAM/FLOODING:
r)TPFR -
11. IF CONSTRUCTION OF A POND IS PROPOSIED,A WHAT IS THE SIZE OF THE
WATERSHED DRAINING TO THE POND?
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: 8 1/2" X 11" DRAWINGS
ONLY) :
See attached report.
13. PURPOSE OF PROPOSED WORK: -
See attached report.
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14. STATE REASONS WHY IT IS BELIEVED THAT THIS ACTIVITY MUST BE CARRIED
OUT IN WETLANDS. (INCLUDE ANY MEASURES TAKEN TO MINIMIZE WETLAND
IMPACTS):
See attached report.
15. 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.) See Attached Report.
16. YOU ARE REQUIRED TO CONTACT THE STATE HISTORIC PRESERVATION OFFICER
(SHPO) (SEE AGENCY ADDRESSES SHEET) REGARDING THE PRESENCE OF HISTORIC
PROPERTIES IN THE PERMIT AREA WHICH MAY BE AFFECTED BY THE PROPOSED
PROJECT. DATE CONTACTED:
See Attached Report.
' 17. DOES THE PROJECT INVOLVE AN EXPENDITURE OF PUBLIC FUNDS OR THE USE OF
PUBLIC (STATE) LAND?
YES [] NO [ (IF NO, GO TO 18)
a. IF YES, DOE S 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 ADMINI STRATION STATE CLEARINGHOUSE?
YES [] NO []
IF ANSWER 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 17603-8003, TELEPHONE [phone].
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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, 26,
29, AND 38). 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 USE OF SURROUNDING PROPERTY? Agricultural
See Attached Report.
f. IF APPLICABLE, WHAT IS PROPOSED METHOD OF SEWAGE DISPOSAL? N/A
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.
NER'S/AGENT'S SIGNATURE
(AGENT'S SIGNATURE VALID ONLY
IF AUTHORIZATION LETTER FROM
THE OWNER IS PROVIDED (18g.))
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F(UU I INIz Wt I LAND DETEF(MINA FIUN
(1987 COE Wetlands Delineation Manual)
Project/Site: &.-aSSy Rnras,,4, Tom, k yvPr Date: 3
Applicant/Owner: ,,..-k., {?v411c_ WwKS County: rcv-1
Investigator: /fin State: AJ L
Do Normal Circumstances exist on the site? ?0 No Community ID:
Is the site significantly disturbed (Atypical Situation)? Yes Transect ID:
Is the area a potential Problem Area? Yes o Plot ID:
(if needed, explain an reverse.)
VtrG TATION
Dominant Plant Soecies Stratum Indicator
1. ?>cIINA AA A`//vQn icit T_?1+ Dominant Plant Soecies Stratum Indicator
s. rA_ a cn cot ?- AGE
2.'A a'- s ???ryrr? T 1 o. E //
3 /1 h ryf n,,< 14,i"._' 11. ty.-
4. C'N s&,vj
gel &I r^ C- 12.
?
/
5.`/rY?/rDL G?,i? Zt?l/t s ?i1'Gt,?/ 13.
6. /5e YGell, ea^ 14.
8
004i
L
.
i/t?_
m
-T-.
Percent of Dominant Species that are 08L. FACW or FAC X
(excluding FAC•).
Remarks:

p ?p
Tp ?cr"_ p ti-f l? -?lotx 14,
7vlip pa
/a-? /? ?sfrl -?
' ! !? /tc?zor)s, r
HYDRIU&Y
_ Recorded Data (Describe In Remarks): Wedand Hydrology Indicators:
-Stream, Lake, or Tide Gauge Primary Indicators:
Aerial Photographs Inundated
_
_ other -5-Vurated in Upper 12 Inches
No Recorded Data Available meter Marks
::?ft Lines
_ Sediment Deposits
Field Observations: ainage Pattems in Wedands
Seconds icators (2 or more required):
Depth of Surface Water: n.) _ 0 . ized Root Channels in Upper 12 Inches
eter-Stained Leaves
Depth to Free Water in Pit: n.) _ Local Sail Survey Data
f rl
J f/ _ FAC•Neutra) Test
Depth to Saturated Soil:
(in.) _ Other (Explain in Remarks)
Remae":
WTI, 1995
-196-

SOILS
Map Unit Name ? ?u, C w ?G ?j W n _?f
(Series and Phase): ewe,c rra.- 6rCaJirnrage Class: ( 1r.,,,/
Field Observations ?t
Taxonomy (Subgroup): RLAIC 4 ?eo ? -*' G?fl r1 ( _Confirm Mapped Type? Yes No
Profile Descriotion:
Depth Matrix Color Mottle Colors Mottle Texture, Concretions,
(inches) Horizon (Munsell Moist) (Munsell Moist) Abundance/Contrast Structure, etc.
1 1
A_ I o ?(1Z- O P-- 1'1 G n ?f S ?r / 00,YVI
<114 /Oaw"\
Hydric Soil Indicators:
_ Histosoi _ Concretions
_ Histic Epipedan _ 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 an National Hydric Soils List
_ Gleyed or Low-Chroma Colors _ Other (Explain in Remarks)
Remarks: ?
l{! (C_ ;of ?? Sc v-f-& c.L
&e-f?t- v'?to?{ (cS i? 13 (o e, r
WETLAND DETERMINATION
Hydrophytic Vegetation Present? V.N o (Cir cle) (Circle)
Wetland Hydrology Present? o
Hydric Soils Present) a Is this Sampling Point Within a Wetiand7 Yes No
Remarks:
S (w.
proved by
-197-

WTI, 1995

(1987 COE Wetlands Delineation Manual)
Project/Site: SS r nc1^ ? Date:
Applicant/Owner: County:
Investigator: State: /.) L
Do Normal Circumstances exist on the site? No Community ID:
Is the site significantly disturbed (Atypical Situation)? Yes Transact ID:
Is the area a potential Problem Area? Yesv Plot ID: ?i
(If needed, explain on reverse.)
VEGETATION
Dominant Plant Soecies Stratum Indicator Dominant Plant Soecies Stratum Indicator
1. r n k "- FA-, S. A t IN M : +r 6 c y
2.-W A

? 11J4, _ 10. F=Ja2
C.lJ
S?{2 14-
J if' A Gam.
3-t _? ?l) I
11.
4. <ar1 d ncv 12. 1 Gr -?( 16Q,-
S.1Ac?i
?'d 13.
II-
8. 1 STYVv?` rA7-<:, 14.
7. I . G
8. 6a/??/ r I/t c_
16.
Percent of Dominant Species that are OBL. FACW or FAC L?
f
(excluding FAC-). 7
/
Remarks:
HYDROLOGY
_ Recorded Data (Describe in Remarks): Wetland Hydrology Indicators:
_ Stream, Lake, or ride Gauge Primary Indicators:
_ Aerial Photographs _ Inundated
_ other -Saturated in Upper 12 Inches
_ No Recorded Data Available We," Marks
!Dry Lines
ediment Deposits
Field Observations: -E Drainage Patterns in Wetlands
Secondary Indicators (2 or more required):
Depth of Surface Water: fin.) _ Oxidized Root Channels in Upper 12 Inches
_ Water-Stained Leaves
Depth to Free Water in Pit: fin.) -Local Soil Survey Data
_ FAC-Neutral Test
Depth to Saturated Soil: On.) _ Other (Explain in Remarks)
Remarks:
WTI,1995
-196-

SOILS
Map Unit Name iCY? t;?„i G-r ???/ ?rG(
(Series and Phase): UAC, a?nago Class:
rr Feld Observations
Taxonomy (Subgroup):tNU QUP+`IC t r V' Confirm Mapped Type? Yes No
Profile Descriotion:
Depth Matrix Color Mottle Colors Muffle Texture, Concretions,
(inches) Horizon (Munseil Moist) (Munsell Moist) Abundance/Conrrzst Structure, etc.
, es
72 11-1 -- rl t7 10 6p, 4
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 an Local Hydric Soils List
_ Reducing Conditions _ Listed on National Hydric Soils L(st
_ Gleyed or Low-Chroma Colors _ Other (Explain in Remarks)
Remarks:
WETLAND DETERMINATION
Hydrophytic Vegetation Present? 2No (Circle) (Circle)
Watland Hydrology Present? as o
Hydric Soils Present? Yes C!!-/ Is this Sampling Point Within a Wedand? Ye No
Remarks: ,? 1°? !tom{ J'e1 1(ae'E- p -(- l /? r /
?-( I y 0C I?'Cc (i'? r ?? ?CGT ?'?'?
1
.4
-197-
WTI, 1995
467 COARSE AGGREGATE - 6' DEEP
EXTEND 25' EACH SIDE OF BANKS.
i
NOTES:
1. SLOPE APPROACHES TO CROSSING 2:1 OR FLATTER.
SPILLWAY LENGTH w BANK TO BANK )MOTH OF STREAM
OR AS SHOWN ON PLANS.
PIPE TO EXTEND COMPLETELY ACROSS PERMANENT
RICHT-OF-WAY AND 1' BEYOND LIMITS OF RIP-RAP.
4. CROSSING TO BE REMOVED UPON COMPLETION OF
CONSTRUCTION. RIP-RAP STONE TO BE USED TO
' RIP RAP BANKS OF STREAM.
RIP-RAP
STD. OET. /29
SURFACE FLOW DIVERSION
S' MAX.
' BANK HEIGHT
ORIGINAL STREAMBANK
STREAM CHANNEL
STONE APPROACH SECTION
5:1 MAX. SLOPE ON ROAD
STONE OVER rILTER CLOTH
' FILTER CLOTH
' TEMPORARY STREAM CROSSING

25'

;LL WITH STANDARD
RIP RAP ROCK
PIPE SIZED TO CARRY NORMAL. FLOW
WHEN FLOWING HALF FULL USE
DUCTILE IRON, CMP, OR RCP ONLY.

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