20060125 Ver 1_COMPLETE FILE_20060123

Triage Check List
Date: 1/26/06 Project Name: COTrinity - Darr Road
DWQ#: 06-0125
County: Randolph
Daryl Lamb, Winston-Salem Regional Office
To:
60-day processing time: 1/23/06 - 3/24/06
From: Cyndi Karoly Telephone: [phone]
The file attached is being forwarded to you for your evaluation.
Please call if you need assistance.
? Stream length impacted
? Stream determination
Wetland determination and distance to blue-line surface waters on USFW topo maps
? Minimization/avoidance issues
? Buffer Rules (Neuse, Tar-Pamlico, Catawba, Randleman)
? Pond fill
Mitigation Ratios
? Ditching
? Are the stream and or wetland mitigation sites available and viable?
? Check drawings for accuracy
? Is the application consistent with pre-application meetings?
? Cumulative impact concern
Comments: As per our discussion regarding revision of the triage and delegation processes,
please review the attached file. Note that you are the first reviewer, so this file will need to be
reviewed for administrative as well as technical details. If you elect to place this project on hold,
please ask the applicant to provide your requested information to both the Central Office in
Raleigh as well as the Asheville Regional Office. As we discussed, this is an experimental, interim
procedure as we slowly transition to electronic applications. Please apprise me of any
complications you encounter, whether related to workload, processing times, or lack of a "second
reviewer" as the triage process in Central had previously provided. Also, if you think of ways to
improve this process, especially so that we can plan for the electronic applications, let me know.
Thanks!
DAVIS-MARTIN-POWiri.L & ASSOCIATES, INC.
EIIGIIIEERIIIG • LAIID PLANFlIIIG • SURVEYII113
101 6415 Old Plank Road, High Point, NC 27265
0 [phone] • Fax [phone] • www.dmp-inc.com
20060125
January 19, 2006
%
Re: City of Trinity, NC
l Darr Road Revitalization Area
DMP Project E-3402 (BF)
Mr. John Dorney @3 1
Division of Water Quality p ???? V
401 /Wetlands Unit
1650 Mail Service Center JAN 2.3 2006
Raleigh, NC 27699-1650 `
DEHK - WAi Ek
Dear Mr. Dorney: \iET11?@S ANDITORIJMI?TER9Rh
On behalf of the City of Trinity, in reference to the above project we have enclosed the following
items for your review and approval:
Five (5) copies of the Pre-Construction Notification Application;
Two (2) copies of the USGS quad sheet section for this location with all impacts
identified and Wetland and Upland Data Forms;
Two (2) sets of civil drawings for the proposed work;
• Check No. 004453 in the amount of $200.00 for review of a proposed sewer line
installation:
The proposed sewer line will cross one (1) section of an unnamed tributary to the Uwharrie River,
and seven (7) areas of wetlands will also be impacted with the total impact less than half of one
acre. We trust this information is complete and accurate and will allow you to make a thorough and
timely review of this project. If you or your staff have any questions or require additional
information, please do not hesitate to call me. We appreciate your assistance in this matter and
look forward to hearing from you.
Sincerely,
DAVIS-MARTIN-POWELL & ASSOCIATES, INC.
7a
uricio M. Pacini
c: Ms. Ann Bailie, City of Trinity (enc)
File (enc)
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Ms. Ann Bailie
City of Trinity
P. O. Box 50
Trinity, NC 27370
Michael F. Easley, Governor
William G. Ross Jr., Secretary
North Carolina Department of Environment and Natural Resources
O 16 (ems..., 5 Alan W. Klimek, P.E. Director
u ?C JJJJ Division of Water Quality
MAR 7 2006 March 1, 2006
DWQ# 06-0125
DENR - WATER QUALITY Randolph County
1YETLMDSAND STOWINATER BRANCH
APPROVAL of 401 Water Quality Certification with Additional Conditions
Dear Ms. Bailie:
The City of Trinity has our approval, in accordance with the attached conditions, to place temporary fill
associated with trenching and backfilling in 15 linear feet of perennial stream and in 0.44 acre of bottomland
hardwood wetlands in order to install a new sewer outfall and forcemain along and in the vicinity of Darr Road
in Trinity, Randolph County as described in your application received by the Division of Water Quality (DWQ)
on January 23, 2006. After reviewing your application, we have determined that this fill is covered by General
Water Quality Certification Number 3374, which can be viewed on our web site at
httn://www.ncwaterquality.orl;hvetiands.html. This Certification allows you to use Nationwide Permit Number
12 when it is issued by the U.S. Army Corps of Engineers. In addition, you should secure any other applicable
federal, state or local permits before you proceed with your project, including (but not limited to) those required
by 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 valid only for the purpose and design that you have described in your application. If you
change your project, you must notify us in writing 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, or total fill to perennial streams equals or exceeds 150 linear feet, 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, as well as the additional conditions listed below:
1. The following impacts are hereby approved as long as all other specific and general conditions of the
Certification are met. No other impacts, includine incidental impacts. are approved:
Amount Approved Plan Location or Reference
Streams 15 linear feet An unnamed tributary to the Uwharrie River, located just east of
Darr Road in Trinity, Randolph County, as depicted on the Project
Location Ma included with the Pre-Construction Notification

One
No hCarolina
dl atrrra!!y
North Carolina Division of Water Quality
Wetlands Certification Unit 1650 Nlail Service Center Raleigh, NC 27699-1650 Phone [phone] FAX [phone]
2321 Crabtree Blvd. Raleigh, NC 27604-2260 Internet http//:www ncwaterquality orq
Customer Service Number: 1-877-623-6748
An Equal Opportunity/Affirmative Action Employer - 50110 Recycled/10% Post Consumer Paper
Ms. Ann Bailie
Page 2, DWQ# 06-012
March 1, 2006
Or
Amount Approved Plan Location or Reference
Wetlands 0.44 acre Three (3) bottomland hardwood wetlands adjacent to an
unnamed tributary to the Uwharrie River, located just east
of Darr Road in Trinity, Randolph County, as depicted on
the Project Location Map included with the Pre-
Construction Notification

2. Soft bank stabilization methods, such as the use of erosion control matting and the planting of
appropriate ground cover, shall be utilized to the maximum extent practicable. Riprap may only be used
below the normal high water level. The original grade and elevation of the stream's cross-section must
be maintained. Riprap placed in the stream bottom must be inserted into the bottom matrix to a depth
sufficient to provide the thickness of riprap required for scour protection. The elevation of the stream
bottom must not be increased by the placement of riprap. Placement of riprap must not result in
destabilization of the streambed or banks upstream or downstream of any crossing.
3. Appropriate sediment and erosion control measures, which equal or exceed those outlined in the most
recent version of the North Carolina Sediment and Erosion Control Planning and Design Manual or the
North Carolina Surface Mining Manual (available from the Division of Land Resources at NCDENR
regional offices or the central office), whichever is more appropriate, shall be designed, installed and
maintained properly to assure compliance at all times with the North Carolina water quality standards
that are applicable to Class WS-III waters as described in 15A NCAC 02B .0215 Fresh Surface mater
Quality Standards For Class JVS-III JVaters. Such measures must equal or exceed the requirements
specified in the most recent version of the North Carolina Sediment and Erosion Control 1vIanual.
These measures must be maintained on all construction sites, borrow sites, and waste pile (spoil) sites,
including contractor owned and leased borrow pits, which are associated with this project.
4. Sediment and erosion control measures shall not be placed in wetlands or waters to the maximum extent
practicable. If placement of sediment and erosion control measures in wetlands or waters is
unavoidable, they shall be removed and the natural grade restored within six months of the date that the
project is completed or, if applicable, within six months of the date that the project is released by the
North Carolina Division of Land Resources.
5. No waste, spoil, solids, or fill of any kind shall occur in wetlands, waters, or riparian areas beyond the
footprint of the impacts depicted in the Pre-Construction Notification. All construction activities,
including the design, installation, operation, and maintenance of sediment and erosion control "Best
Management Practices" shall be performed so that no violations of state water quality standards,
statutes, or rules occur.
6. If concrete is used with any fill material, it shall not be allowed to come in contact with surface waters
until it has cured.
7. Upon completion of the project, the Applicant shall complete and return the enclosed "Certificate of
Completion" form to notify NCDWQ when all work included in the §401 Certification has been
completed. The responsible party shall complete the attached form and return it to the 401/Wetlands
Ms. Ann Bailie
Page 3, DWQ# 06-0125
March ?, 2006
Unit of the NC Division of Water Quality upon completion of the project. Along with the Certificate of
Completion form, please send photographs upstream and downstream of each stream-crossing site to
document correct installation.
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, 6714 Mail Service Center, Raleigh, N.C. 27699-6714. 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 Daryl Lamb in the DWQ Winston-Salem Regional Office at 336-771-
4959 or Ian McMillan in the Wetlands/401 Central Office in Raleigh at 919-715-4631.
Sincerely,
4 Alan W. Klimek, P.E.
AWK/cdl
Attachments
cc: Mr. Todd Tugwell, U. S. Army Corps of Engineers, Raleigh Regulatory Field Office
DWQ, Winston-Salem Regional Office
Central Files
Wetlands/401 File Copy
Mr. Randy McNeill, Davis-Martin-Powell and Associates, 6415 Old Plank Road, High Point, NC 27265
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DAVI S-MARTI N-POWELL & ASSOCIATES, I NC ATTACHMENT NO. 2
CITY OF TRINITY
dmp 2 0 0 6 0 1 2 5 DARR ROAD REVITALIZATION ARF?A
STREAM & WETLAND IMPACTS
2Ui;?601 25
ATTACHMENT NO. 3
Wetland and Upland Data Forms
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'AN. 2 3 2006
TLAAIDS? wATEk QU
NYD ST OR!`WATERBRA O
DATA FORM
ROUTINE WETLAND DETERMINATION
(1987 COE Wetlands Determination Manual)
Project / Site: Darr Road CDBG Area Sewer Expansion Date: 4119/05
Applicant / Owner: City of Trinity North Carolina County: Randolph
Investigator: Jessi O'Neal Robert J. Goldstein & Associates Inc. State: NC
Do normal circumstances exist on the site? Yes x No Community ID:
Is the site significantly disturbed (Atypical situation)? Yes No x Bottomland Hardwood
Is the area a potential problem area? Yes No x Swamp
(explain on reverse if needed) Transect ID:Wetland
DA DB, DC, DD, DE,
DF, DG
VEGETATION
Dominant Plant Species Stratum Indicator Dominant Plant Species Stratum Indicator
1. Liriodendron tulipifera tree FAC 9. Lonicera iaponica vine FAC-
2. Fraxinus pennsylvanica tree FACW 10. Toxicodendron radicans vine FAC
3. Salix ni?ra tree OBL 11. Lycopus vircinicus herb OBL
4. Acer rubrum tree FAC 12. Geum virginianum herb FACW-
5. Quercus phellos tree FACW- 13. Carex vulpinoidea herb OBL
6. Lieustrum sinense shrub FAC 14. Juncus effusus herb FACW+
7. Lindera benzoin shrub FACW 15.
8. Sambucus canadensis shrub FACW- 16.
Percent of Dominant Species that are OBL, FACW, or FAC excluding FAC-). 93
Remarks: Wetland Vegetation Present Based Upon Greater than 50% of the Plant Species are Classi fied as
FAC-OBL in the National List of Plant Species that Occur in Wetlands. Sample plot was taken...
HYDROLOGY
_ Recorded Data (Describe In Remarks):. Wetland Hydrology Indicators
Stream, Lake, or Tide Gauge
Aerial Photographs Primary Indicators:
Other _ Inundated
x Saturated in Upper 12"
No Recorded Data Available _ Water Marks
_ Drift Lines
Field Observations: _ Sediment Deposits
x Drainage Patterns in Wetlands
Depth of Surface Water: (i») Secondary Indicators:
x Oxidized Roots Channels in Upper 12"
Depth to Free Water in Pit: (in.) x Water-Stained Leaves
Local Soil Survey Data
Depth to Saturated Soil: (in.) FAC-Neutral Test
Other (Explain in Remarks)
Remarks:
SOILS
Map Unit Name
(Series and Phase): Wynott-Enon Complex 8-15% slopes Drainage Class: well-drained
Taxonomy (Subgroup): Topic Hapludalf Confirm Mapped Type? Yes No
Profile Description:
Depth Matrix Colors Mottle Colors Mottle Texture, Concretions,
inches Horizon (Munsell Moist) (Munsell Moist) Abundance/Contrast Structure, etc.
12 2.5Y 4/1
Hydric Soil Indicators:
Histosol _Concretions
_
_ Histic Epipedon _ High Organic Content in Surface Layer in Sandy Soils
Sulfidic Odor Organic Streaking in Sandy Soils
_
_Aquic Moisture Regime Listed On Local Hydric Soils List
x Reducing Conditions Listed on National Hydric Soils List
xGleyed or Low-Chroma Colors -Other (Explain in Remarks)
Remarks:
WETLAND DETERMINATION
Hydrophytic Vegetation Present? Yes x No Is the Sampling Point
Wetland Hydrology Present? Yes x No Within a Wetland? Yes x No
Hydric Soils Present? Yes x No
Remarks: Location is classified as a wetland based upon the criteria set forth in the 1987 Army Corps of
Engineers Wetlands Delineation Manual.
DATA FORM
ROUTINE WETLAND DETERMINATION
(1987 COE Wetlands Determination Manual)
Project / Site: Darr Road CDBG Area Sewer Expansion Date: 4/19/05
Applicant / Owner: City of Trinity North Carolina County: Randolph
Investigator: Iessi O'Neal Robert J. Goldstein .& Associates, Inc. State: NC
Do normal circumstances exist on the site? Yes X No Community ID:
Is the site significantly disturbed (Atypical situation)? Yes No x Upland Mesic Mixed
Is the area a potential problem area? Yes No x Hardwood
(explain on reverse if needed) Transect ID:Wetland
DA, DB, DC, DD, DE,
DF, DG
VEGETATION
Dominant Plant Species Stratum Indicator Dominant Plant Species Stratum Indicator
1. Liriodendron tulipifera tree FAC 9. Lonicera iaponica vine FAC-
2. Quercus alba tree FACU 10. Toxicodendron radicans vine FAC
3. Quercus falcata tree FACU- 11. Polystichum acrostichoides herb FAC
4. Acer rubrum tree FAC 12. Hexastylis arifolia herb FAC-
5. Carya ovata tree FACU 13.
6. Vaccinium stamineum shrub FACU 14.
7. Viburnum acerifolium shnib FACU 15.
8. Vicia sativa herb FACU 16.
Percent of Dominant Species that are OBL, FACW, or FAC excluding FAC-). 33
Remarks: Wetland Vegetation Present Based Upon Greater than 50% of the Plant Species are not Classified as
FAC-OBL in the National List of Plant Species that Occur in Wetlands.
HYDROLOGY
Recorded Data (Describe In Remarks): Wetland Hydrology Indicators
_ Stream, Lake, or Tide Gauge
_ Aerial Photographs Primary Indicators:
Other _ Inundated
_Saturated in Upper 12"
No Recorded Data Available Water Marks
_ Drift Lines
Field Observations: Sediment Deposits
Drainage Patterns in Wetlands
Depth of Surface Water: (in.) Secondary Indicators:
Oxidized Roots Channels in Upper 12"
Depth to Free Water in Pit: (in.) Water-Stained Leaves
Local Soil Survey Data
Depth to Saturated Soil: (in.) FAC-Neutral Test
_ Other (Explain in Remarks)
Remarks:
i
SOILS
Map Unit Name
(Series and Phase): Wynott-Enon Complex 2-8
% slopes Drainage Class: well-drained
Taxonomy (Subgroup): Topic Hapludalf Confirm Mapped Type? Yes No
Profile Description:
Depth Matrix Colors Mottle Colors Mottle Texture, Concretions,
inches Horizon (Munsell Moist) (Munsell Moist) Abundance/Contrast Structure, etc.
12 2.5Y 5/4
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 On Local Hydric Soils List
-Reducing Conditions Listed on National Hydric Soils List
_Gleyed or Low-Chroma Colors - Other (Explain in Remarks)
Remarks:
WETLAND DETERMINATION
Hydrophytic Vegetation Present? Yes No x Is the Sampling Point
Wetland Hydrology Present? Yes No x Within a Wetland? Yes_ No x
Hydric Soils Present? Yes No x
Remarks: Location is not classified as a wetland based upon the criteria set forth in the 1987 Army Corps of
Engineers Wetlands Delineation Manual.
.t .?

Office Use Only: Form Version May 2002
20n(10 1 n?i
USACE Action ID No. DWQ No.
(If any particular item is not applicable to tins protect, please enter ivot ftppiicaoie or ..iNtA_.)
I. Processing
1. Check all of the approval(s) requested for this project:
® Section 404 Pen-nit ? 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: NWP 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
JAN.2 3 2006
1. Owner/Applicant Information
Name: City of Trinity DENR - WATER QUALITY
Mailing Address: PO Box 50 ?vL ILN&Ji ANU IWAvAltH
Trinity, North Carolina 27370
Telephone Number: 336-431-2841 Fax Number: 336-431-5079
E-mail Address:
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: Randv McNeill
Company Affiliation: Davis-Martin-Powell and Associates
Mailing Address: 6415 Old Plank Road
High Point, North Carolina 27265
Telephone Number: 336-886-4821 Fax Number: 336-886-4458
E-mail Address: rmcneillndmp-ine.com
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 full-size construction
drawings rather than a sequential sheet version of the full-size plans. If full-size plans are
reduced to a small scale such that the final version is illegible, the applicant will be informed that
the project has been placed on hold until decipherable maps are provided.
1. Name of project: City of Trinity Darr Road Revitalization Area
2. T.I.P. Project Number or State Project Number (NCDOT Only):
3. Property Identification Number (Tax PIN):
4. Location
County: Randolph Nearest Town: Trinity
Subdivision name (include phase/lot number):
Directions to site (include road numbers, landmarks, etc.): Project area located along and
between the following roads: Darr Rd Old School Rd Trinity Rd Gray Oaks Rd Libby Rd,
Revis Rd Alford Rd Grove St Lake Darr Rd & Warren Ln.
Lat: N 35°53.06'
5. Site coordinates, if available (UTM or Lat/Long): Long: W 79°58.71' (at Pump Station)
(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
7. Nearest body of water (stream/river/sound/ocean/lake): UT to Uwharrie River
8. River Basin: Yadkin '
(Note - this must be one of North Carolina's seventeen designated major river basins. The
River Basin map is available at http:Hh2o.enr.state.nc.us/a(imin/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: The project site consists mainly of residential areas with
woods/forests spread throughout
Page 6of12
10. Describe the overall project in detail, including the type of equipment to be used:
The proposed project will consist of installation of a new sewer outfall and forcemain.
Pipeline installation will be via trenching methods utilizing track mounted excavators and
dozers All proposed channel crossings will be stabilized immediately upon crossing and
wetland areas crossed will be returned to pre-construction grades and seeded w/native vegetation
species.
11. Explain the purpose of the proposed work: To expand sewer service throughout the Darr Road
area of Trinity in order to overcome health issues associated with the current septic systems.
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.
N/A
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.
None anticipated
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 snap, 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.
1. Provide a written description of the proposed impacts: Installation of gravity sewer and
forcemain via open-cut method. Streams will be stabilized upon completion of sewer
Page 7 of 12
installation & wetlands will be restored to natural grade and allowed to revegetate by natural
means.
2. Individually list wetland impacts below:
Wetland Impact Area of Located within Distance to
Site Number Type of Impact* Impact 100-year Floodplain** Nearest Stream Type of Wetland***
(indicate on ma) (acres) yes/no) (linear feet)
DA Excavation 0.072 No 65 Bottomland Hardwood
Swamp
DB Excavation 0.008 No 270 Bottomland Hardwood
Swamp
DC Excavation 0.105 No 0 Bottomland Hardwood
Swamp
DD Excavation 0.055 No 75 Bottomland Hardwood
Swamp
DE Excavation 0.008 No 825 Bottomland Hardwood
Swamp
Bottomland Hardwood
DF Excavation 0.069 No 0 Swamp
DG Excavation 0.123 No 650 Bottomland Hardwood
Swamp
* List each impact separately and identify temporary impacts. Impacts include, but are not limited to: mechanized clearing, grading, fill,
excavation, flooding, ditching/drainage, etc. For dams, separately list impacts due to both structure and flooding.
** 100-Year floodplains are identified through the Federal Emergency Management Agency's (FEMA) Flood Insurance Rate Maps
(FIRM), or FEMA-approved local floodplain maps. Maps are available through the FEMA Map Service Center at 1-800-358-9616, or
online at http://www.fenia.go,,,..
*** List a wetland type that best describes wetland to be impacted (e.g., freshwater/saltwater marsh, forested wetland, beaver pond,
Carolina Bay, bog, etc.) Indicate if wetland is isolated (determination of isolation to be made by USACE only).
List the total acreage (estimated) of all existing wetlands on the property: 2.54 Acres
Total area of wetland impact proposed: 0.44 Acres
3. Individually list all intennittent and perennial stream impacts below:
Stream Impact Length of Average Width Perennial or
Site Number Type of Impact* Impact Stream Name** of Stream Intermittent?
indicate on ma (linear feet) Before Impact (please seci
Sc 1 Excavation/ 15 UT to Uwharrie River 35 Perennial
Stabilization
* List each impact separately and identify temporary impacts. Impacts include, but are 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, ditching/straightening, etc. If stream relocation is
proposed, plans and profiles showing the linear footprint for both the original and relocated streams must be included.
** Stream names can be found on USGS topographic maps. If a stream has no name, list as UT (unnamed tributary) to the nearest
downstream named stream into which it flows. USGS maps are available through the USGS at 1-800-358-9616, or online at
www.usas.gov. Several internet sites also allow direct download and printing of USGS maps (e.g., www.topozone.com,
www.mapquest.Coin, etc.).
Cumulative impacts (linear distance in feet) to all streams on site: 15 L.F.
4. Individually list all open water impacts (including lakes, ponds, estuaries, sounds, Atlantic
Ocean and any other water of the U.S.) below:
Page 8 of 12
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.)

* List each impact separately and identify temporary impacts. Impacts include, but are 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.):
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.
Reouired stream crossings are--nronosed to be- made as near nemendicular• as possible- and,
alignments have been shifted where possible to minimize wetland impacts.
VIII. Mitigation
DWQ - In accordance with 15A NCAC 2H .0500, mitigation may be required by the NC
Division of Water Quality for projects involving greater than or equal to one acre of impacts to
freshwater wetlands or greater than or equal to 150 linear feet of total impacts to perennial
streams.
USACE - In accordance with the Final Notice of Issuance and Modification of Nationwide
Permits, published in the Federal Register on March 9, 2000, mitigation will be required when
necessary to ensure that adverse effects to the aquatic environment are minimal. Factors
including size and type of proposed impact and function and relative value of the impacted
aquatic resource will be considered in determining acceptability of appropriate and practicable
Page 9 of 12
mitigation as proposed. Examples of mitigation that may be appropriate and practicable include,
but are not limited to: reducing the size of the project; establishing and maintaining wetland
and/or upland vegetated buffers to protect open waters such as streams; and replacing losses of
aquatic resource functions and values by creating, restoring, enhancing, or preserving similar
functions and values, preferable in the same watershed.
If mitigation is required for this project, a copy of the mitigation plan must be attached in order
for USACE or DWQ to consider the application complete for processing. Any application
lacking a required mitigation plan or NCWRP concurrence shall be placed on hold as
incomplete. An applicant may also choose to review the current guidelines for stream restoration
in DWQ's Draft Technical Guide for Stream Work in North Carolina, available at
litter//h2o. enr. state.nc.us/ncwctl ands/strm i,,ide.litml.
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.
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
[phone] 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 littp://h2o.enr.state.nc.us/wrp/index.htm. If use of
the NCWRP is proposed, please check the appropriate box on page three and provide the
0 owing in orrriatiori.
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 (federal/state) funds or the use of public
(federal/state) land?
Yes ? No
Page 10 of 12
If yes, does the project require preparation of an environmental document pursuant to the
requirements of the National or North Carolina Environmental Policy Act (NEPA/SEPA)?
Note: If you are not sure whether a NEPA/SEPA document is required, call the SEPA
coordinator at [phone] to review current thresholds for environmental documentation.
Yes ? No
If yes, has the document review been finalized by the State Clearinghouse? If so, please attach a
copy of the NEPA or SEPA final approval letter.
Yes ? No- Z
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
(square feet Multiplier Required
Mitigation
1. 3
2 1.5
Total
* Zone 1 extends out 30 feet perpendicular from near bank of channel; Zone 2 extends an
additional 20 feet from the edge of Zone 1.
If buffer mitigation is required, please discuss what type of mitigation is proposed (i.e., Donation
of Property, Conservation Easement, Riparian Buffer Restoration / Enhancement, Preservation or
Payment into the Riparian Buffer Restoration Fund). Please attach all appropriate information as
identified within 15A NCAC 2B .0242 or.0260.
Page 11 of 12
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.
N/A
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.
The sewage collected by the proposed gravity outfall will be pumped into the City of
Thomasville's system with ultimate treatment at the City of High Point's Westside WWTP.
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).

Applicant/Agent's Signature Date
(Agent's signature is valid only if an authorization letter from the applicant is provided.)
Page 12 of 12
6
Attachment 1
Stream Site Coordinates
Stream Impact Site Station Stream Latitude Longitude
Number
UT to Uwharrie
Sc 1 Line 100 Sta 15+00 N35°53.16' W79°58.59'
River
DAVIS-MARTIN-POWELL & ASSOCIATES Stream Site Coordinates E3402 - 11/17/2005
Office Use Only: Form Version May 2002
USACE Action ID No. DWQ No. 2 0 0 6 0 1 2 5
(If any particular item is not appltcante to tors project, please enter iNot r ppttcaote or ivA..)
I. Processing
1. Check all of the approval(s) requested for this project:
® Section 404 Permit ? Riparian or Watershed Buffer Rules
? Section 10 Permit ? Isolated Wetland Permit from DWQ
® 401 Water Quality Certification
2. Nationwide, Regional or General Permit Number(s) Requested: NWP 12
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 D
JAN 2 3 2006
1. Owner/Applicant Information
Name: City of Trinity DENR - WATER QUALITY
rvTViR?t r,? virirt
Mailing Address: PO Box 50
Trinity, North Carolina 27370
Telephone Number: 336-431-2841 Fax Number: 336-431-5079
E-mail Address:
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: Randy McNeill
Company Affiliation: Davis-Martin-Powell and Associates
Mailing Address: 6415 Old Plank Road
Hich Point, North Carolina 27265
Telephone Number: 336-886-4821 Fax Number: 336-886-4458
E-mail Address: rmcneilKDdmp-inc.com
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 full-size construction
drawings rather than a sequential sheet version of the full-size plans. If full-size plans are
reduced to a small scale such that the final version is illegible, the applicant will be informed that
the project has been placed on hold until decipherable maps are provided.
1. Name of project: City of Trinity, Darr Road Revitalization Area
2. T.I.P. Project Number or State Project Number (NCDOT Only):
3. Property Identification Number (Tax PIN):
4. Location
County: Randolph Nearest Town: Trinity
Subdivision name (include phase/lot number):
Directions to site (include road numbers, landmarks, etc.): Project area located along and
between the following roads: Darr Rd Old School Rd Trinity Rd Gray Oaks Rd, Libby Rd,
Revis Rd Alford Rd Grove St Lake Darr Rd & Warren Ln.
Lat: N 35°53.06'
5. Site coordinates, if available (UTM or Lat/Long): Long: W 79°58.71' (at Pump Station)
(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):
7. Nearest body of water (stream/river/sound/ocean/lake): UT to Uwharrie River
8. River Basin: Yadkin '
(Note - this must be one of North Carolina's seventeen designated major river basins. The
River Basin map is available at httl,:Hh2o.enr.state.nc.us/a(Imin/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: The project site consists mainly of residential areas with
woods/forests spread throughout
Page 6 of 12
10. Describe the overall project in detail, including the type of equipment to be used:
The proposed project will consist of installation of a new sewer outfall and forcemain.
Pipeline installation will be via trenching methods utilizing track mounted excavators and
dozers All proposed channel crossings will be stabilized immediately upon crossing and
wetland areas crossed will be returned tore-construction grades and seeded w/native vegetation
species
11. Explain the purpose of the proposed work: To expand sewer service throughout the Darr Road
area of Trinity in order to overcome health issues associated with the current septic systems.
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.
N/A
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.
None anticipated
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 snap, 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.
1. Provide a written description of the proposed impacts: Installation of gravity sewer and
forcemain via open-cut method. Streams will be stabilized upon completion of sewer
Page 7 of 12
installation & wetlands will be restored to natural grade and allowed to revegetate by natural
means.
2. Individually list wetland impacts below:
Wetland Impact Area of Located within Distance to
Site Number Type of Impact* Impact 100-year Floodplain** Nearest Stream Type of Wetland***
(indicate on ma) (acres yes/no) (linear feet)
DA Excavation 0.072 No 65 Bottomland Hardwood
Swamp
DB Excavation 0.008 No 270 Bottonand Hardwood
Swamp
DC Excavation 0.105 No 0 Bottomland Hardwood
Swamp
DD Excavation 0.055 No 75 Bottomland Hardwood
Swamp
DE Excavation 0.008 No 825 Bottomland Hardwood
Swamp
DF Excavation 0.069 No 0 Bottomland Hardwood
Swamp
DG Excavation 0.123 No 650 Bottomland Hardwood
Swamp
* List each impact separately and identify temporary impacts. Impacts include, but are not limited to: mechanized clearing, grading, fill,
excavation, flooding, ditching/drainage, etc. For dams, separately list impacts due to both structure and flooding.
** 100-Year floodplains are identified through the Federal Emergency Management Agency's (FEMA) Flood Insurance Rate Maps
(FIRM), or FEMA-approved local floodplain maps. Maps are available through the FEMA Map Service Center at 1-800-358-9616, or
online at http://Nvww.fenin.2o,,,..
*** List a wetland type that best describes wetland to be impacted (e.g., freshwater/saltwater marsh, forested wetland, beaver pond,
Carolina Bay, bog, etc.) Indicate if wetland is isolated (determination of isolation to be made by USACE only).
List the total acreage (estimated) of all existing wetlands on the property: 2.54 Acres
Total area of wetland impact proposed: 0.44 Acres
3. Individually list all intermittent and perennial stream impacts below:
Stream Impact Length of Average Width Perennial or
Site Number Type of Impact* Impact Stream Name** of Stream Intermittent?
indicate on ma (linear feet Before Impact (please secif )
SC 1 Excavation/ 15 UT to Uwharrie River 35 Perennial
Stabilization
* List eacli impact separately and identify temporary impacts. Impacts include, but are 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, ditching/straightening, etc. If stream relocation is
proposed, plans and profiles showing the linear footprint for both the original and relocated streams must be included.
** Stream names can be found on USGS topographic maps. If a stream has no name, list as UT (unnamed tributary) to the nearest
downstream named stream into which it flows. USGS maps are available through the USGS at 1-800-358-9616, or online at
wwR'. US^S. <zov. Several internet sites also allow direct download and printing of USGS maps (e.g., www.topcizone.com,
tiWww.mapqucst.coin, etc,).
Cumulative impacts (linear distance in feet) to all streams on site: 15 L.F.
4. Individually list all open water impacts (including lakes, ponds, estuaries, sounds, Atlantic
Ocean and any other water of the U.S.) below:
Page 8 of 12
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.)

* List each impact separately and identify temporary impacts. Impacts include, but are 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.):
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.
Reauired stream crossiness are-'nronosed to be- made as near nemendicular• as possible- and'
alignments have been shifted where possible to minimize wetland impacts.
VIII. Mitigation
DWQ - In accordance with 15A NCAC 2H .0500, mitigation may be required by the NC
Division of Water Quality for projects involving greater than or equal to one acre of impacts to
freshwater wetlands or greater than or equal to 150 linear feet of total impacts to perennial
streams.
USACE - In accordance with the Final Notice of Issuance and Modification of Nationwide
Permits, published in the Federal Register on March 9, 2000, mitigation will be required when
necessary to ensure that adverse effects to the aquatic environment are minimal. Factors
including size and type of proposed impact and function and relative value of the impacted
aquatic resource will be considered in determining acceptability of appropriate and practicable
Page 9 of 12
mitigation as proposed. Examples of mitigation that may be appropriate and practicable include,
but are not limited to: reducing the size of the project; establishing and maintaining wetland
and/or upland vegetated buffers to protect open waters such as streams; and replacing losses of
aquatic resource functions and values by creating, restoring, enhancing, or preserving similar
functions and values, preferable in the same watershed.
If mitigation is required for this project, a copy of the mitigation plan must be attached in order
for USACE or DWQ to consider the application complete for processing. Any application
lacking a required mitigation plan or NCWRP concurrence shall be placed on hold as
incomplete. An applicant may also choose to review the current guidelines for stream restoration
in DWQ's Draft Technical Guide for Stream Work in North Carolina, available at
http://h2o.enr.state.nc.us/nowet] ands/strm gide.litml.
1. Provide a brief description of the proposed mitigation plan. The description should provide
as much information as possible, including, but not limited to: site location (attach directions
and/or map, if offsite), affected stream and river basin, type and amount (acreage/linear feet)
of mitigation proposed (restoration, enhancement, creation, or preservation), a plan view,
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.
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
[phone] 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/wM/index.htm. If use of
the NCWRP is proposed, please check the appropriate box on page three and provide the
following iiiformatiori:
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 DVVQ)
Does the project involve an expenditure of public (federal/state) funds or the use of public
(federal/state) land?
Yes ? No
Page 10 of 12
If yes, does the project require preparation of an environmental document pursuant to the
requirements of the National or North Carolina Environmental Policy Act (NEPA/SEPA)?
Note: If you are not sure whether a NEPA/SEPA document is required, call the SEPA
coordinator at [phone] to review current thresholds for environmental documentation.
Yes ? No
If yes, has the document review been finalized by the State Clearinghouse? If so, please attach a
copy of the NEPA or SEPA final approval letter.
Yes ? No- Z
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
(Neuse), 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
(square feet Multiplier Required
Mitigation
1 3
2 1.5
Total
* Zone 1 extends out 30 feet perpendicular from near bank of channel; Zone 2 extends an
additional 20 feet from the edge of Zone 1.
If buffer mitigation is required, please discuss what type of mitigation is proposed (i.e., Donation
of Property, Conservation Easement, Riparian Buffer Restoration / Enhancement, Preservation or
Payment into the Riparian Buffer Restoration Fund). Please attach all appropriate information as
identified within 15A NCAC 2B .0242 or .0260.
Page 11 of 12
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.
N/A
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.
The sewage collected by the proposed gravity outfall will be pumped into the City of
Thomasville's system with ultimate treatment at the City of High Point's Westside WWTP.
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).
?D. Z
0,1?-
Applicant/Agent's Signature Date
(Agent's signature is valid only if an authorization letter from the applicant is provided.)
Page 12 of 12

Attachment 1
Stream Site Coordinates
Stream Impact Site
Station
Stream
Latitude
Longitude
k,
Number
UT to Uwharrie
Sc 1 Line 100 Sta 15+00 N35°53.16' W79°58.59'
River
DAVIS-MARTIN-POWELL & ASSOCIATES Stream Site Coordinates E3402 - 11/17/2005
No•004453
Ci i Y OF TRINITY, N.C. 27370 7100 NCDENHR---+?.. • • • • • i..??....i
7' 711 011206-1 1/12/06 200.00 0.00 200.00
? PCN APPLICATION FORM 49-91-7140-594 200.00
o , > ; o ?C?CndC p
JAN 2 3 2006
DENR - WATER QUALITY
V,EWDS AND STDRMWATER BRANCH

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DEFINITION 111111111111 1
Seeding disturbed oreas with perennial grasses and (or) legumes to provide a 1 V _ SAW-CUT EX, >1/ ~
.5 0 ERLAY (NOTE 1) PAVEMENT ASPHA T N TE 2 permanent vegetative cover to lessen runoff and soil erosion. SAW-CUT EX ; L (0 }
PAVEMENT ~ ASPHALT (NOTE Z) COMPACTED : p F d / , COMPACTED ~ ~ ~
PURPOSE ~ ~ \ ~ \ BACKFILL j\ BACKFILL r ~ COMPACTED / ' / ! / ' : Q ~ z
To lessen soil erosion and permanently stabilize disturbed areas created by BACKFILL o ; ~
grading of construction sites. t HAND TAMPED i HAND AM ED . 0 ~
~ , , \ P~.~' r\\ HAND TAMPED r~ _
CONDITIONS WHERE PRACTICE APPLIES \ ~ - g° 6 ABC 111j 111111 11 1
~ 5" BINDER, 119,OB All bare soil areas on construction sites which are not covered by structures `r\\ r\ /
„ -COMPACTED ~ or other erosion control devices. 12 `r\\ \ r\\ / , / ,
6 B25.OB BACKFILL BASE MIX
PREPARATION - NOMINAL Z o Z C7 Z N OR 57 ~ N0. 5 OR 57 ~ Z 0.5 w ~ Z - Q
Prepare seedbed by ripping, chiseling, harrowing or plowing to depth of six 12" DIA 12" CRUSHED STONE ~ a CRUSHED STONE - Z Z a ~ Z
NOMINAL inches so as to produce a loose, friable surface. Remove all stones, COMPACTED N r+
boulders, stumps or debris from the surface which would prohibit germination 12 DIA 12 BACKFILL ~wQ~- "CLASS D" BEDDING CONDITION "CLASS B" BEDDING CONDITION "STONE ENCASEMENT" w W
or plant growth, Spread topsoil in a layer 3" - 6" depth. W
Incorporate into the soil 800 to 1,000 pounds of 10-10-10 fertilizer plus 500 Z 0. > BEDDING FOR D.I. PIPE 0-12 FEET BEDDING FOR PVC PIPE 0-12 FEET BEDDING FOR PVC PIPE OVER 12 FEET DEEP, ~ - F PIP 12-20 FEET DEEP
pounds of twenty percent (20%) superphosphate per acre and two tons of AND OR D.I. E AND FOR D.I. PIPE OVER 20 FEET DEEP. Vt Q
dolomitic lime per acre unless soil tests indicate that a lower rate of lime - Z Z i/1
can be used, "ROADWAY" RIV " D EWAYS V w Q
Mulch after seeding with 1.5 tons of groin straw per acre and either crimp J 'NOTE: NORMAL PIPE BEDDING AS SHOWN IN THESE DETAILS SHALL BE INCLUDED IN THE LINEAR FOOTAGE PRICE FOR SEWER PIPE,
straw into soil or tack with liquid asphalt at 400 gallons per acre or
emulsified asphalt at 300 gallons per acre. V J
N.T.S. ~ ~ 00
N.T.S. aN _ ~
1. OVERLAY SHALL BE S9.5A. OVERLAY LENGTH SHALL BE EQUAL W ~ 00 ~
TO PAVEMENT WIDTH FOR PERPENDICULAR CROSSINGS, OR AS PLANTS & MIXTURE PLANTING RATE/ACRE PLANTING DATES SHOWN ON THE PLANS, INSTALL OVERLAY ONLY WERE NOTED ON Y N ~ i U Z U ~ ~0 ci
Tall Fescue 100-150 lbs. Aug. 15 -Oct. 15 THE PLANS. 6 20 SURFACE 6 VARIE ~ a Z ~o ~ z
(Low Maintenance) Feb. 15 - Ma 1 2. 21A STONE SHALL BE MAINTAINED LEVEL WITH ROADWAY UNTI SHOULDER J - ~ ~ a SHOULDER o. ~ r,
Y L 4Z^~O W ~-ern ,
ASPHALT IS PLACED. ASPHALT SHALL BE S9.5A, THICKNESS Tall fescue 200-250 Ibs, Aug. 15 -Oct. 15 ~ „ 6 "PER FT 1/4 PER F O a. ~ 3
Waterways and EQUAL TO 1,5 EXISTING PAVEMENT THICKNESS (2 MIN.). Feb. 15 -May 1 FT 1 ~4 T 1 ~ 3 1 ~ AFT _x x3 O ~ t? Q
Lawns (High Maint.) 3, BINDER SHALL BE TYP I I E 9,OB 3 ~
Blend of two turf- 200-250 lbs. Aug. 15 -Oct. 15 4. STONE BACKFILL SHALL BE COMPACTED TO 95% AND PLACED IN ~0 ~ ~,a ~
'0 type tall Fescues Feb. 15 -May 1 6-12" LIFTS. 4 1 ~ Q 5 P~.
(90%) and two or more improved ~ ~ P P Z ~ ~ ~ P}.
5. ALL PREPARATION, MATERIALS & METHODS SHALL BE IN ~ ~ Kentucky bluegrass ACCORDANCE WITH NCDOT STANDARDS AND SPECIFICATIONS P ~ ~ ti~ „ P ~ 6 CABC STONE
vorietie~ 10% LATEST REVISION. ti~
(high maintenance) Q
6. MAXIMUM PAYMENT WIDTH FOR PAVEMENT PATCHING SHALL BE 5'. Tall Fescue 100 lbs. Feb. 15 -May 1
and and Aug. 15 -Oct, 15 TYPICAL. GRAVEL ROAD SECTION ~
Kobe or Korean 20-25 lbs. NTS
Lespedeza
Toll Fescue 50 Ibs./acre Nov. 1 -Feb, 1 60' R W
(Unscorified)
Toll Fescue and 60 lbs. July and August 0
German Millet or and 6' 20' PAVEMENT 6' VARI S
Sudangross 2 30 lbs. SHOULDER SHOULDER ~ N o ~ ~ °w a
Tall Fescue 70 lbs. Nov. 1 -Jan. 30 ~ ~ ~ ° o ~ ~ w ~ I- o
and and ~ \ 6 0' N o
Ryegrain 2 25 lbs. ~ 1 4" PER FT 1/4" PER FT ~ Q z 1 / Fr w ~ Q
Common Bermudograss 8 Ibs. (hulled) April 15 -June 30 f o ° 3 ,p ~ °w o °w
15-20 lbs. (unhulled) Feb. 1 -March 30
EQ w Z z~ w w ,0 1 ~ w~ 3 u Q P5 P a cn Q w Q~
1 For spring seedings, use Scarified Lespedeza seed. For late fall and ~ 1~` ~ Q w ~ = u ~ ~ P+. a o 0 o u cn N
winter seedings, use unscorified seed. P ~ ~ P ~ ~
2 Annuols such as Millet, Sudangross and Ryegrain must be kept at 10-12" ti~ m
mximmh ~ ~ ~ a u eight. ~ ~ ~ FORCE MAIN
/i~ ~ 1 1/2" S 9.5A SURFACE MIX RING AND COVER SHALL BE USF
36" MIN. COVER, D VARIES TO 2" B 25.OB BASE MIX 669-KL OR APPROVED E UAL o
5' MIN, - MAINTAIN " A T N 0 - 8 C BC S O E W TAN AR TT RIN ~
CONTINUOUS " " /S D DLE E G
RISING OR _ 2 , 4 i "SANITARY SEWER" ~
VARIES I FALLING GRADE GRAVITY or 6" ~ TYPICAL ROAD SECTION w 0
SEWER NTS
PRE-CAST GRADE RING, AS „
REQUIRED, MAX, OF 19 w
MASONRY PLUG EACH END OF S.S. OR PLASTIC SPIDER Q 0
ENCASEMENT PIPE ASSEMBLY TWO PER LENGTH OF
PIPE MINIMUM ADEQUATELY w - N r~ ~ In ~ i I li ~I! i
DESIGNED TO MAINTAIN PROPER VARIES I
l GRADE & ALIGNMENT INDICATED FOR '~CR05S-COUNTRY" OUTFACE INSTALLATIONS ~ ~ THE ARV MH SHALL USE A FLAT TOP, WITH THE TOP - '
ON PLANS A MINIMUM OF 8" ABOVE FINISHED GRADE.
24" DIA. STD. MH RING & COV R - B E G & COVER STEPS TO BE 16" O.C.,
I LOCATED ON DOWNSTREAM FOR INSTALLATIONS WITHIN A ROADWAY, A ROADWAY ,
N.T.S. " A v I P~ Q~ 8 BO E F NISH GRADE UNLESS ODE UNLESS SHOULDER, OR A MANICURED LAWN, THE ARV MANHOLE SIDE OF MANHOLE
~ Q~ SHOWN OTHERWISE ON PLAN E ON PLAN SHALL USE A 2 FT. TALL ECCENTRIC CONE SECTION, '
AND THE TOP SHALL BE FLUSH WITH FINISHED GRADE.
SMOOTH WELDED STEEL Q Q
ENCASEMENT PIPE Zw
- t- r J ~ ~ NOTE: O Q
„ ~ ~ ~
J 4 -0 ~ 6 DIA. MANHOLES SHALL Z
YPI L A E NCA E E MN PIPE E IN ' HAV F P J r a TO 6- o E LAT TO Q 0 O -
N.T.S 5' DIAMETER - 4 STEEL PIPE PRECAST FLATTOP Q ~ W/CAST-IN RING & COVER V - Q MH STEPS ~ w
W/ BITUM. COATING BOLT-DOWN SANITARY W ~ 16 O.C. MAX, w - _ Qw
SE ER MH LID W/ MANHOLE RUBBER GASKET AND NO VENT HOLES- U ~ W ~Z N ~
E PROVIDE PICK GROOVE AT OPPOSITE EDGES. z zQ ~ -
a w o z PROVIDE STD. LETTERS; "SANITARY SEWER" Z ~n ~ J O Z - Q rn Q
J AIR RELEASE ~ ZZ a Z O o o f- -
~ ~ RECESSED BRASS PLUG INSECT SCREEN AN R ~ D/0
0 0 ~ & CAP ~ VACUUM VALVE N I wz~ ~ > o_~ V Q f- w
v7 Q ^ 0'd WJ ~ a w~a Q ~nz~
Q-o Z a ~
Qw ~w z_ ~ ~ - D uo~, LQV)
rn J ~ ,p 3>C Z~Q f
TAI ° ~L~ 3" S.S. BAND ATTACHED TAPPIN - Z G MH TOP O BALL ~ SADDLE ~
> yO~ TO OUTSIDE OF MANHOLE PROP. PIPELINE Qy VALVE Q U
~ 40 p1PE - BUTYL RUBBER ~ - ~
N 45' S CN• - _ o p V S PLUG ~ ~P 4 OUtiREO
~ PS RE MH BASE Q - Q
~ GR PCE 3 CRM IN~~~MI 4" COMBINATION SEAL uNIF ~2% M WITH MANUFACTURED GROUT P N T JOINT DETAIL V
N' PLUG E E RATION W/ N.T.S.
HYDRAULIC CEMENT ~ • w
i NOTES:
4" BEND 1) ALL 4" SERVICE LINES SHALL BEPLACED ON MINIMUM GRADE OF 27 UNLESS OTHERWISE APPR VE 4 ®12" O.C.
~ E CONNECTION 2) WYE CONNECTIONS TO BE USED AS STANDARD. EA. WAY 1 ~ ® 2 0, C.
SADDLES TO BE USED ONLY WITH ENGINEER'S APPROVAL. A. WAY
~ SEWER MAIN 3) WHERE 4' SEWER SERVICE PIPING MUST BE INSTALLE6 SHEET NO.
2. ACROSS A ROADWAY. CONTRACTnR cuai i wcTei i c".,c" nnnir.i ~x~/ nc nv c~Tnnir
o 4" D.I. SEWER SERVICE PIPING UNDER THE ROADWAY U xV URhUIV YV~ V•J L I J IUIVC
BY BORE & JACK METHOD (NO ENCASEMENT PIPE REQ'D). Li WRAP WITH GEOTEXTILE FABRIC
'L
7a MANHOLE VENT SEWER SERVICE CONNECTION 17 AIR VALVE DETAIL
3 N. T. S. N.T.S. PRECAST CONCRETE MANHOLE
Of n N.T.S. N.T.S.
OF 18

ESTABLISHING VEGETATION CONSTRUCTION SPECIFICATIONS MAXIMUM PLACEMENT OF POST USING HOGWIRE WITH VARIES (SEE PLAN) ~
APPROVED EROSION CONTROL FABRICS TO BE 10 FEET, VARIES (SEE PLA THE WORK INCLUDES SEEDBED PREPARATION, LIMING, FERTILIZING, SEEDING AND MULCHING OF ALL DISTURBED AREAS. 1) CLEAR, GRUB, AND STRIP THE AREA UNDER THE EMBANKMENT OF ALL 2' MIN, 2' MIN, ~ P d J
HA LOMITIC AGRICULTURAL GROUND LIMESTONE CONTAINING NOT LESS THAN TEN PERCENT MAGNESIUM VEGETATION AND ROOT MAT. REMOVE ALL SURFACE SOIL CONTAINING MAXIMUM PLACEMENT OF POST WITHOUT HOG WIRE USING UME S LL BE DO EROSION CONTROL PROCEDURE o ~ ~ ~
XI NIGH AMOUNTS OF ORGANIC MATTER AND STOCKPILE OR DISPOSE OF IT APPROVED EROSION CONTROL FABRICS TO BE . 0 DE, F RTI I R SHALL BE STANDARD COMMERCIAL PRODUCE OF 10-10-10 ANALYSIS. ALL FERTILIZER SHALL BE PROPERTY. HAUL ALL OBJECTIONABLE MATERIAL TO THE DESIGNATED 6 FEET TO 8 FEET APART. E L ZE POST ~ ~ Th controctor shall conform to oil re uirements of the soil ' ~ ~ Z e q ~ -
DELIVERED IN BAGS BEARING THE MANUFACTURER'S NAME, THE CHEMICAL ANALYSIS OF THE PRODUCT AND THE DISPOSAL AREA, POST METAL T-POST 5 FEET OR 6 FEETIN HEIGHT SILT-FENCE SILT-FENCE R NCE W O ~ ; T E E sedimentation and erosion control laws and regulations of the ~ ~ ~ ~ ; OVER HOG WIRE STEEL POS ~ (REQ'D W/BURLAP ONLY)
WEIGHT. IF NOT USED IMMEDIATELY AFTER DELIVERY, THE FERTILIZER SHALL BE STORED IN A MANNER WHICH WILL DEPENDING ON FILL SLOPE. OVER HOG WIRE r h r lino as established and enforced b the % ~ ~ 0.~ State of Not Ca o Y
T A W IT T HARDEN OR DESTROY ITS EFFECTIVENESS. ENSURE THAT FILL MATERIAL FOR THE EMBANKMENT IS FREE OF ROOTS, NO LLO 0 2) WOODY VEGETATION ORGANIC MATTER, ANp OTHER OBJECTIONABLE FABRIC 36 INCHES IN WIDTH (MUST MEET ENGINEERS n f . Land Quality Section of the North Corolino Departure t o , ~ x FABRIC
GRASS SEED SHALL BE AN APPROVED MIXTURE BASED ON REGIONAL AND SEASONAL CONSIDERATIONS. PURITY OF MATERIAL PLACE THE FILL IN LIFTS NOT TO EXCEED 9 INCHES AND SPECIFICATIONS FOR EROSION CONTROL) c Z NO WIRE FENCE REO'D) Environment and Natural Resources, These requirements ~ ~ ~ ~ hall include but not be limited to the followin ; s 9
SEED SHALL BE A MINIMUM OF NINETY PERCENT AND THE GERMINATION SHALL BE A MINIMUM OF EIGHTY-FIVE MACHINE COMPACT IT, OVER FILL THE EMBANKMENT 6 INCHES TO PERCENT. THE SEED LABEL SHALL BE A "CERTIFIED SEED" LABEL. ALLOW FOR SETTLEMENT, STONE ~4 WASHED STONE TO BE PLACED 12 INCHES UI ~ BACKFILL TRENCH 1MTH SOIL 1. All denuded oreas are to be seeded and stabilized
MULCH SHALL CONSIST OF DRY, SMALL GRAIN STRAW, DRY HAY, AND OTHER SUITABLE AND APPROVED MATERIAL. DEEP AT SILT FENCE TOP VIEW TOP VIEW e} r~ ~ MATERIAL AND TAMPING OR within 15 days of completion of any phose of groding.
3) CONSTRUCT THE OUTLET SECTION IN THE EMBANKMENT, PROTECT THE HOG WIRE PREPARATION OF SEEDBED CONNECTION BETWEEN THE RIP-RAP AND THE SOIL FROM PIPING BY wasHED sroNE To s" ABOVE Should conditions exist unfavorable for seeding or other V GROUND, Z
THE SURFACE SHALL BE MADE SMOOTH AND TRUE TO GRADE, THE AREAS SHALL BE PREPARED BY MEANS OF METAL FENCE POST METAL intended ground cover, mulch and tack application as Z
H I KIN AND CROSS-DISKING HARROWING, OR OTHER APPROVED USING FILTER FABRIC OR A KEYWAY CUTOFF TRENCH BETWEEN THE RIP- SILT-FENCE METAL DISKING TO A MINIMUM DEPTH OF THREE INC ES D S G SILT-FENCE FENCE POST NTIN UNTIL A FRIABLE AND THOROUGHLY PULVERIZED THREE-INCH DEEP RAP STRUCTURE AND THE SOIL. ~ OVER HOG WIRE METHODS OF PREPARATION, SHALL BE CO UED ~ FENCE POST SILT-FENCE s ecified below will be required. Z - ~ OVER HOG WIRE p ~ Z
SEEDBED IS OBTAINED. CARE SHALL BE EXERCISED IN PREPARATION OF SEEDBEDS ON SLOPES TO KEEP LOOSE SOIL 'n r !red Z 0 2. All erosion control improvements shall be mointai e , epo ~ Z
IN PLACE RATHER THAN PERMIT IT TO ACCUMULATE AT THE FOOT OF THE SLOPE, SEEDBED SHALL BE APPROVED ~ PLACE THE FILTER FABRIC BETWEEN THE RIP-RAP 1.5 FT. ~ F TI I R SHALL BE BROADCAST AND SOIL. EXTEND THE FABRIC ACROS5 THE MIN. PRIOR TO PLANTING THE SEED. PRIOR TO THE LAST TILLAGE OPERATION, LIME AND ER L ZE 2 ~ ~ I and ke t workin until acce tance of project, p g p Cn W Q N W
V R TH EDBEDS IN ACCORDANCE WITH THE APPROPRIATE SCHEDULE. SPILLWAY FOUNDATION AND SIDES TO THE TOP OF F '1 1 ~ a WITH AN APPROVED SPREADER 0 E ESE LOW ~i' FL F- ~ W W J
AFTER THE SEEDBEDS HAVE BEEN PREPARED AND APPROVED BY THE ENGINEER, THE MIXTURE OF GRASS SEED, AS THE DAM; OR qN, M SPECIFIED, SHALL BE SOWED BY MEANS OF AN APPROVED SEEDER AT THE APPROPRIATE RATE, THE SEED WORKED y ~ ---I--~-~- Z ~ >
INTO THE SOIL TO A DEPTH OF APPROXIMATELY ONE-HALF INCH AND THEN COMPACTED BY MEANS OF A CULTIPACKER * EXCAVATE A KEYWAY TRENCH ALONG THE CENTERLINE SEDIMENT ~ STRUCTURAL STONE 1.5 FT. MIN. 1.5 FT. Q ~ Q
ROLLER OR OTHER APPROVED EQUIPMENT. OF THE SPILLWAY FOUNDATION EXTENDING UP THE CONTROL STONE SIDES TO THE HEIGHT OF THE DAM. THE TRENCH M'N RY ILT FENCE - z z cn MP RA S TE 0
ESTABLISHING TEMPORARY VEGETATION SHOULD BE AT LEAST 2 FEET DEEP AND 2 FEET WIDE ~ V w Q FRONT VIEW N.T,S,
TH TEMPORARY SEEDING OF DENUDED AREAS THAT WILL NOT BE BROUGHT TO FINAL GRADE FOR A PERIOD OF MORE FRONT VIEW E WITH 1;1 SIDE SLOPES. THAN 30 WORKING DAYS BUT LESS THAN ONE YEAR SHALL BE IN ACCORDANCE WITH THE PREVIOUS SPECIFICATIONS CROSS SECTION Q J
AND THE FOLLOWING APPROPRIATE TEMPORARY SEEDING SCHEDULE. TEMPORARY SEEDING SCHEDULES FOR THE q CLEAR THE POND AREA BELOW THE ELEVATION OF THE CREST Of THE NOTE: ATE: RUCTURAL STONE SHALL BE /
PIEDMONT AREAS ARE AS FOLLOWS: ) STRUCTURAL STONE SPILLWAY TO FACILITATE SEDIMENT CLEANOUT. LASS "B" STONE FOR EROSION 1? ~
Y T N UTLET (aLASS „B„ STONE F PRAR SOEO TEM 0 APPLICATION RATES (LB/AC) CONTROL PURPOSES )NTROL PURPOSES. a
RECOMMENDED SPECIES SEED 10-10-10 AGRICULTURAL 5) ALL CUT AND FILL SLOPES SHOULD BE 2:1 OR FLATTER, SEEDING DATES FERTILIZER LIMESTONE N.T.S, a~_o0 QNN~1E
JAN 1 -MAY 1 RYEGRAIN ANNUAL 120 750 2000 6) ENSURE THAT THE STONE (DRAINAGE) SECTION OF THE EMBANKMENT HAS 51t ~ p min r N i
LESPEDEZA (KOBE) 50 A MINIMUM BOTTOM WIDTH OF 3 FEET AND MAXIMUM SIDE SLOPES OF MAY 1 -AUG 15 GERMAN MILLET 40 750 2000 1:1 THAT EXTEND TO THE BOTTOM OF THE SPILLWAY SECTION. RIP-RAP PLACED Z u ' ~ ~ J QZ~aoZ
AUG 15 -DEC 30 RYEGRAIN 120 1000 2000 AROUND PIPE INLET ~ ~ ~ ~
7) CONSTRUCT THE MINIMUM FINISHED STONE SPILLWAY BOTTOM WIDTH, AS ESTABLISHING PERMANENT VEGETATION SHOWN ON THE PLANS, WITH 2:1 SIDE SLOPES EXTENDING TO THE TOP 1 Z"MIN C 1Z MIN CLASS "A" FILTER STONE r. ~ ~
N AR A SHALL BE PERFORMED WITHIN 15 WORKING DAYS OR 90 CALENDAR F TH V R FI M ANKMENT, KEEP THE THICKNESS OF THE #67 FILTER THE PERMANENT SEEDING OF DE UDED E S TH PR VI SPECIFICATIONS AND THE 0 E 0 E LLED E B STONE R ~ 57 STONE ° ~ W ~ z ~0 p RIP RAP ~ , ~?r O O ~ 3
WITH E E OUS I I DAYS AFTER FINAL GRADE IS REACHED AND SHALL BE IN ACCORDANCE SIDES OF THE SPILLWAY OUTLET STRUCTURE AT A MINIMUM OF 21 FOLLOWING APPROPRIATE PERMANENT SEEDING SCHEDULE. INCHES. THE WEIR MUST BE LEVEL AND CONSTRUCTED TO GRADE TO ti was Q. ~ v 3 ,n E 4.
W INFR UENTLY OR NOT AT ALL AND DO NOT RECEIVE LIME AND FERTILIZER ON Z LOW MAINTENANCE AREAS ARE MO ED EO ASSURE DESIGN CAPACITY, ~ _ 0 2'. ~i x3
A I SUCH AREAS MAY INCLUDE STEEP SLOPES, STREAM OR CHANNEL BANKS, AND UTILITY I A REGULAR B S S ~ ~ PIPE - ~ PIPE - - ~ _
EASEMENTS. MATERIAL USED IN THE STONE SECTION SHOULD BE AWELL-GRADED - APPLICATION RATES (LB/AC) MIXTURE OF STONE WITH A D50 SIZE OF 90 INCHE5 (CLASS B EROSION W O ~ BOTTOM STREAM CHANNEL ~
SEEDING MIXTURE GENTLE SLOPES STEEP SLOPES NTR L T N IS RECOMMENDED AND A MAXIMUM STONE SIZE OF 14 Q SS SECTION Z CRO
80 100 CO 0 S 0 E ) TALL FESCUE INCHES, THE STONE MAY BE MACHINE PLACED AND THE SMALLER SERICEA LESPEDEZA 20 30 (U5E ONLY UNSCARIFIED SEED AFTER AUG 15) STONES WORKED INTO THE VOIDS OF THE LARGER STONES. THE STONE EMERGENCY BY-PASS -
KOBE LESPEDEZA 10 10 SHOULD BE HARD, ANGULAR, AND HIGHLY WEATHER-RESISTANT. 8" BELOT SETTLED
10-10-i0 FERTILIZER 1000 1000 SECTION AGRICULTURAL LIMESTONE 4000 4000 >ECTION PLAN 4 tt TOP OF DAM ~ ¦ ~ ~ 57 STONE min.
9) ENSURE THAT THE STONE SPILLWAY OUTLET SECTION EXTENDS DOWNSTREAM PAST THE TOE OF THE EMBANKMENT UNTIL STABLE a
ADDITIONAL SOIL AMENDMENTS WILL ALSO BE USED AS FOLLOWS: CONDITIONS ARE REACHED AND OUTLET VELOCITY IS ACCEPTABLE FOR
APPLICATION RATES (LB/AC) THE RECEIVING STREAM. KEEP THE EDGES OF THE STONE OUTLET k-.~ ' ~ ~
HULLED GERMAN MILLET RYEGRAIN SECTION FLUSH WITH THE SURROUNDING GROUND AND SHAPE THE CENTER RIP-RAP DONU' BERMUDAGRASS TO CONFINE THE OUTFLOW STREAM. INLE PROTECTION ~P DONUT T - ~ C/') .
FEB 15 -MAR 21 N. T, S, ~ ~ CLASS B - NATl1RAL ~ ~ , ~ ~ STONE
MAR 21 -MAY 1 15 10) DIRECT EMERGENCY BYPASS TO NATURAL, STABLE AREAS. LOCATE D ~ ~ > GROUN
MAY 1 -JUNE 15 15 1D BYPASS OUTLETS SO THAT FLOW WILL NOT DAMAGE THE EMBANKMENT. JUNE 15 -AUG 15 10 Q
AUG 15 - OCT 25 11) STABILIZE THE EMBANKMENT AND ALL DISTURBED AREAS ABOVE THE 0 STONE SECTION
OCT 25 -FEB 15 SEDIMENT POOL AND DOWNSTREAM FROM THE TRAP IMMEDIATELY AFTER HIGH MAINTENANCE AREA5 ARE MOWED FREQUENTLY, LIMED, AND FERTILIZED REGULARLY, AND EITHER RECEIVE INTENSE CONSTRUCTION.
USE OR REQUIRE MAINTENANCE TO AN AESTHETIC STANDARD. SUCH AREAS MAY INCLUDE ATHLETIC FIELDS, HOME ~~~.~o~- N 00 J Q J W E
_ LAWNS, PARKS, SCHOOLS, CHURCHES, AND RECREATIONAL AREAS. MAINTENANCE od APPI_ICATIDN RATE5 (LB/AC) t0 ~ ~ W ~ I- D
SEEDING MIXTURE: FEES 1 -MAR 31 MAR 31 -AUG 20 INSPECT TEMPORARY SEDIMENT TRAPS AFTER EACH PERIOD OF SIGNIFICANT AUG 20 - OCT 25 AUG 20 -FEB 1 RAINFALL. REMOVE SEDIMENT AND RESTORE THE TRAP TO ITS ORIGINAL Q~~ TEMPORARY ROCK CHECK DAM ~ N o MZ Z
BLEND OF 3 OR MORE TURF-TYPE TALL FESCUES 200-250 - . De artment of Hans ortation class A or ~ Q ~ ~ , ,Use 2 to 15 inch stone (N.C p p w Q
KOBE LESPEDEZA 30 DIMENSIONS WHEN THE SEDIMENT HAS ACCUMULATED TO ONE-HALF THE DESIGN class B erosion control stone). o ~
10-10-10 FERTILIZER 1000 1000 DEPTH OF THE TRAP. PLACE THE SEDIMENT THAT IS REMOVED IN THE AGRICULTURAL LIMESTONE 4000 4000 DESIGNATED DISPOSAL AREA AND REPLACE THE CONTAMINATED PART OF THE ,Key the stone info the ditch banks and extend it beyond the abutments a ~ w °w r m;immum of 16 inches to avoid washouts from overflow around the dam, w z z Y w w
NITROGEN(TO BE APPLIED AUG 20-FEB 1 ONLY) 40 GRAVEL FACING. ~ ~ olw-v,awa~
CHECK THE STRUCTURE FOR DAMAGE FROM EROSION OR PIPING. MULCHING 6 min Construction t. Place stone to the lines and dimensions shown in the plan on a filter fabric ~ Q w m = ~ ~ 6 min ~ - toundaiion. a_ ~ ~ ~ ~ N ~
MULCH SIiALL BE WHEAT OR OAT STRAW, OR PEANUT OR GRASS HAY, AND SHALL BE APPLIED AT THE RATE OF 4000 PERIODICALLY CHECK THE DEPTH OF THE SPILLWAY TO ENSURE IT IS A h ~ ~ ~ S ecif !cations dept ~ r P 2. Kee the center stone section at least 9 inches below natural round level }
T A SEEDED AREAS, MULCH SHALL BE APPLIED UNIFORMLY WITHOUT CLUMPS OR BUNCHES OF MINIMUM OF 1.5 FEET BELOW THE LOW POINT OF THE EMBANKMENT, depth POUNDS PER ACRE 0 LL MATERIAL. MULCH SHALL BE APPLIED IMMEDIATELY AFTER SEEDING AND PREFERABLY DN THE SAME WORKING DAY IMMEDIATELY FILL ANY SETTLEMENT OF THE EMBANKMENT TO SLIGHTLY ABOVE p g m 2-3° ~ xhere the dam abuts the channel banks.
THAT THE SELECTED AREA IS SEEDED. ANCHOR STRAW BY TACKING WITH ASPHALT, ROVING, OR NETTING BY CRIMPING DESIGN GRADE. ANY RIP-RAP DISPLACED FROM THE SPILLWAY MUST BE coarse oggregate i';' 3. Extend stone at least 1.5 ft beyond the ditch banks to keep
WITH A MULCH ANCHORING TOOL ON STEEP SLOPES, USE A DULL DISK HARROW SET SO IT WILL NOT COVER THE REPLACED IMMEDIATELY MULCH. overflow water from undercutting the dam as ii re-enters the channel.
AFTER ALL SEDIMENT-PRODUCING AREAS HAVE BEEN PERMANENTLY z
MAINTENANCE AND RESEEDING STABILIZED, REMOVE THE STRUCTURE AND ALL UNSTABLE SEDIMENT. SMOOTH THE CONTRACTOR SHALL MAINTAIN ALL SEEDED AREAS UNTIL ACCEPTANCE OF THE WORK, BY WATERING, MOWING, AND THE AREA TO BLEND WITH THE ADJOINING AREAS AND STABILIZE PROPERLY, Maintenance Inspect check dams and channels for damage otter each runoff event. ~ entice to submergence and deposition above the check dam and erosion from ~ pe
WEEDING. ANY AREAS WHICH FAIL TO SHOW A SATISFACTORY STAND, FOR ANY REASON WHATSOEVER, SHALL BE high flows around the edges of the dam. Correct all damage immediately. U sig- ~
RETREATED FOLLOWING THE GRASSING PROCEDURE SPECIFIED HEREIN. DAMAGE, RESULTING FROM EROSION, GULLIES, WASHOUTS, OR OTHER CAUSES PRIOR TO ACCEPTANCE, SHALL BE REPAIRED BY REFILLING WITH TOPSOIL AND niticani erosion occurs between dams, Install a protective riprap liner in that ~
RETREATED FOLLOWING THE GRASSING PROCEDURE SPECIFIED HEREIN, T MPf1R1"1R E v portion of the channel (practice 6.31. Riprap-lined and paved channels). o NTRANCE TIN E 0 TR C N U P RARY CO S ~0
TEMPORARY SEEDING SPECIFICATIONS 5 FT MIN Remove sediment accumulated behind the dame as needed to prevent damage
FOR THE PIEDMONT 12" NCDOT N . T. S. to channel vegetation, allow the channel to drain through the stone check dam,
Application Rotes (Ib/ac) #57 WOShe Recommended Stone - 1,5 ft ° end prevent large !lows trom carrying sediment over the dam, Add stones to dams as needed to maintain design height and cross section, ~
Seedin Dates Species 10-10-10 Agnculurol Straw ~ E g Seed 1800 cu ft/acre 1 ing - If conditions at the site are such that most of the mud and sediment Q
Fertilizer Limestone Washing - If Cond `l-• ~ N are not removed E lot removed by vehicles traveling over the grovel, the tires should be °
Winter Wheat 120 7 2 000 4,000 washed, Washing s ed. Woshing should be done on an areo stabilized with crushed stone thot
Jan. 1 -May 1 Annual Lespedeza 50 50 , drains into a seder (Kobe) be used to make i I is osol area. A wash rock mo also w - a ~ 1 sn ~o s into a sediment trap or other su tab e d p Y ~
sad to moke woshin more convenient and effective. 9
Ma 1 - Au . 15 German Millet 40 75D 2,000 4,000 ~~o$S S8Cti0n filter fabric Y 9 Construction
R r in 120 1,000 4,000 S ecifications 1, clear the entrar Aug. 15 -Dec, 30 yeg o 2,000 p Design tionable mater °ar the entrance and exit area of all vegetotion, roots, and other objec- ionable material and properly grade it,
settled top Overfill 6 for ~ 21 men settlement 2.
2, Place the grave ace the gravel to the specific grade and dimensions shown on the pions, and
SEQUENCE of CONSTRUCTION smooth it. ,r„-. month it.
- i n i 4 FT MIN 3. Provide droina i 1, Obtorn grading permit at pre construction meet ng o s to 2;1 side 9 ovide drainage to Corry water to a sedment trop or other suitoble outlet.
2. Install stabilized construction entrance I Emergency by-pass ~ 5 FT s ape max Q Q
mud ram at all construction entrances. 18 ~ 6" below settled to 4. Use geotextile I p AX FILL p ' i f he foundotion in Z ae eotextile fobrics because they improve stobil ty o t _ W 9
r i n h in tall erosion control devices. locations sub'e 3. Clea s to e oug to s of dam 1 xations sub'ect to seeps a or high water toble, J ~ g i !n
4. Install sediment and erosion control devices. Natural round O Q J
5, Clear and grade site. 1:1 side g MQlntenanCe' Maintain the grave 6. Install drainage system. Filter 36" MIN m ing the constructic sin the gravel pad in a condition to prevent mud or sediment from leov- ~ ~ ~ ~ ~ _ he construction site, This ma re uuire periodic topdressing with 2-inch 3• 5. Z Y q \ Q
fabric slope ax 7, Protect all drainage structures. stone. After each r,_ i Q After each rainfall, inspect any structure used to trap sediment and clean 6. ~
8. Maintain and clean erosion control facilities throughout Stone Section it out as necessor r m v oil ob' ctionable moteriols filled, ~ V t as necessary. Immediately e o e le sP / ~ W
duration of project, washed, or trackec ed, or tracked onto public roadwoys. = 0 Q
9. Seed site. 0, After all areas hove been stabilized, remove all TEMPORARY SEDIMENT TRAP 1. ~ N J
temporary erosion control devices. - ~ - J O
N,T,S. ARC RIDGE - - - - O
E v GENERAL MAINTENANCE PROVISIONS - w/ T. s SIDE SLOPES Q 6'-D" Z
0 18" ~ w
40 Inspect temporary erosion control devices after each period I SLOPE B. Q I- W
~ of significant rainfall, Check devices for rills, erosion, or °o i in~1, All areas should be stabilized within 15 workin davvCC ail I`~' ~ ~ li ~ 4• ~ V s -
N p p g 9 l' ~ after construction in that area. Denuded areas shall not exceed - if ~ ,i~G- ~l 1
1000 linear feet without seeding and stabilization. All areas TEMPORARY SEDIMENT BASINS i ii ~ Z 0 ~ 0
° damaged pnor to establishing permanent stabilization shall be CONSTRUCTION Q CONSTRUCTION SPECIFICATIONS F'-
immediately re-established. RAI A 1. INSTALL TE N AS THE RIGHT OF WAY HAS BEEN 1. INSTALL THE DIVERSION AS S00
N D N GE CLEARED A Additionally, the following items shall be performed in BASIN AREA BASIN SIZE WEIR 2. DISK THE CLEARED AND GRADED. ~ ~ 0 2. DISK THE BASE FOR THE CONSTRUCTED RIDGE BEFORE PLACING FILL. 1. PREPARE SOIL BEFORE INSTALLING BLANKETS INCLUDING APPLICATION OF LIME, O
° accordance with the specific construction details on this 3. TRACK THE RIDGE TO COMPACT IT TO THE DESIGN CROSS SECTION, FERITLIZER, AND SEED, 1 BEGIN AT THE TOP Of 1Hf CHANNEL BY ANCHOR/NG THE BLANKET !N A 6" DfEP ~ W
I sheet; NO. ±AGre SIZE 3. TRACK THI 4. LOCATE Tf 3 L x W x D SPACING 0 4. LOCATE THE OUTLET ON AN UNDISTURBED AREA. ADJUST FIELD X 6" WIDE TRENCH. BACKFILL AND COMPACT THE TRENCH AFTER STAPLING. SPACING OF THE DIVERSION TO USE THE MOST STABLE OUTLET 3. ROLL CENTER BLANKET IN D/REC110N OF WATER FLOW ON BOTTOM OF CHANNEL. Q
a 1, Sediment basins and inlet protection devices shall be AREAS. W AREAS. WHEN NATURAL AREAS ARE NOT DEEMED SATISFACTORY, 4, PLACE BLANKETS END OVER END SHINGLE STYLE WITH A 6" Ot~RLAP. USE A
o cleaned when sediment has accumulated to one-half of the 1 0.14 15' X 6~ X 3~ 4' PROVIDE 01 PROVIDE OUTLET PROTECTION, DOUBLE ROW OF STAGGERED STAPLES 4" APART TO SECURE BLANKETS H P RTIONS OF THE DIVERSIONS N H V 5. IMMEDIATELY SEED AND MULCH T E 0 5. FULL LENGTH EDGE OF BLANKETS AT TOP OF SIDE SLOPES MUST BE A C ORED
w design depth of the device, The sediment shall be placed 2 0.34 21' X 10' X 3' 4' 5. IMMEDIATEI i in the disposal area or applied to the land area, Any NOT SUBJE NOT SUBJECT TO CONSTRUCTION TRAFFIC. STABILIZE WITH GRAVEL !N 6" DEEP x 6" WIDE TRENCH, BACKFILL AND COMPACT THE TRENCH AFTER
~ gravel facings contaminated by the sediment shall be replaced AREAS TO AREAS TO BE CROSSED BY VEHICLES, STAPLING. 6, BLANKETS ON SIDE S10PES MUST BE OVERLAPPED 4" OVER THE CENTER BLANKET
N with clean grovel. MAINTENANCE 0 MAINTENANCE AND STAPLED (1" FOR C350 MATTING),
W 2. Rip-rap, silt fence, and earth berm diversions shall be PERIODICALLY PERIODICALLY INSPECT RIGHT OF WAY DIVERSIONS FOR WEAR AND AFTER 7 IN HIGH FLOW CHANNEL APPLICATIONS, A STAPLE CHECK SLOT lS RECOMMENDED
i inspected for erosion, displacement, breaks, overruns, and EVERY HEAVY EVERY HEAVY RAINFALL FOR EROSION DAMAGE. IMMEDIATELY REMOVE AT 30 TO 40 FOOT INTERVALS USE A ROw OF STAPLES 4"APART OVER ENTIRE SEDIMENT FROM THE FLOW AREA AND REPAIR DIKE. CHECK OUTLET AREAS WIDTH OF THE CHANNEL. PLACE A SECOND ROW 4" BELOW THE FIRST ROW IN A
excessive sedimentation, These damages shall be repaired SEDIMENT FRO by returning the device to its design condition. AND MAKE TIN AND MAKE TIMELY REPAIRS AS NEEDED. WHEN PERMANENT ROAD STAGGERED PATTERN.
DRAINAGE IS E ~ 3. Seeded areas eroded prior to permanent stablization shall OF WAY DIVER AN TH AREA ABOVE THE TEMPORARY RIGHT 8. THE TERMINAL END OF 1H£ BLANKETS MUST BE ANCHORED IN A 6" DEEP X 6" WIDE DRAINAGE IS ESTABLISHED D E TRENCH, BACKFILL AND COMPACT THE TRENCH AFTER STAPLING OF WAY DIVERSIONS IS PERMANENTLY STABILIZED, REMOVE THE DIKE AND
- - - - - „~ti,.,~ SHEET N0.
b- regraded as necessary, reseeded and mulched until a FILL THE CHAP FILL THE CHANNEL IU BLEND VYIIH IHt NAIUKAL UKwnv, nrvU
° suitable surface is achieved. APPROPRIA EL i APPROPRIATELY STABILIZE THE DISTURBED AREA. NORTH AMERICAN GREEN
a
T w - EARTHEN BERM TEMPORARY DITCH LINING 18 TYPICAL
Q Z N.T.S. INSTALLATION GUIDE
Z N. T. S.
3 Q OF 18
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O N 100 -STA 10+00 TO STA 20+50 J 3 LIE Q
2F~ O
'p~ A / 1 0 -STA 20+50 TO STA 30+83.22 ~ 4 LINE 0 Z
~ U - STA 10+00 TO STA 20+50 U1 U 5 LINE 101
_ Q o~ ~ LINE 101 STA 20+50 TO STA 31 +50 ~ 6 Q
O 101 -STA 31 +50 TO STA 40+87.33 O ~ N ~ ~ 7 LINE ~ ~ ~
~ i U ~ _ N~~
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O - T STA 16+50 a z 8 LINE 103 STA 10+00 0 ~ , O
~ r ~ LINE 103 -STA 16+50 TO STA 22+91.79 z ,o F 9 0 0 W ~-~o?~ .
~ ~ LINE 105 -STA 10+00 TO STA 20+50 o Q ~ ~ ~ 10 ~
o~ s ~ Nf X43 ~ - A 22+80.66 ~ = v x 3 LINE 105 STA 20+50 TO ST ~
p Q
1 LINE 104 -STA 10+00 TO STA 15+24,01 ,o = 1
i~ I? J LINE 106 -STA 10+00 TO STA 20+50 I 12
j O - TA 20+50 TO STA 23+87,20 Z LINE 106 S
7 -SAT 10+00 TO STA 13+57.87 - 13 LINE 10 F--
14 FORCE MAIN ~

15 FORCE MAIN PUMP STATION Q
16 GROVE STREET PLAN AND PROFILE ~
17 CONSTRUCTION DETAILS ~
18 EROSION CONTROL DETAILS -
Q
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i i' ~ GENERAL CONSTRUCTION NOTES:
f
i; W
r _T ~ ~ ~ A XI TING UNDERGROUND UTILITY LOCATIONS WERE TAKEN FROM Q 1, LL E S
V o ' AVAILABLE RECORDS AND ARE APPROXIMATE ONLY, CONTRACTOR TO
VERIFY THE LOCATION OF ALL EXISTING UTILITIES BEFORE BEGINNING w - a rn ~ ~n ~0
i I HALL ~ CONSTRUCTION, ANY UTILITIES DAMAGED DURING CONSTRUCTION S
IMM IATELY AT NO ADDITIONAL COST TO THE OWNER. BE REPAIRED ED
..LINE ' iN toy ~ CONTRACTOR TO NOTIFY N.C. ONE-CALL CENTER AT 1-800-632-4949
PRIOR TO EXCAVATION. CONTRACTOR SHALL NOTIFY ENGINEER
_ IMMEDIATELY IN THE EVENT OF ENCOUNTERING ANY UNDERGROUND
OBSTACLE REQUIRING A DEVIATION FROM THE PLANS.
I i WAY PIPES 12" IN DIAMETER OR LESS DISTURBED DURING
o L~ E 105 2, ALL DRIVE Q
CONSTRUCTION IN STREETS DESIGNATED AS STATE ROADS SHALL BE Z w
Fqq C A~ REPLACED WITH 15 RCP. ALL DRIVEWAY PIPES OF SUITABLE SIZE J ~
j DISTURBED DURING CONSTRUCTION SHALL BE REINSTALLED BY THE Q ~
1 0~ ~ i_ CONTRACTOR. ALL COST OF REINSTALLING EXISTING DRIVEWAY PIPE, Z
REPLACING UNDERSIZED PIPES OR PIPES DAMAGED DURING Z w 3- Q
i LINE 1 5 HA BE INCLUDED IN THE COST PER LINEAR FOOT OF ~ CONSTRUCTIONS LL V _
PROPOSED SEWER MANHOLE IN TALLATION. ALL EXISTING PIPE THAT IS REPLACED w SEWER MAIN S
PROPOSED M EWER ~ ~ TRA TOR. = J WITH NEW PIPE SHALL BECOME THE PROPERTY OF THE CON C Q
EXISTING STOR S DRIVEWAY PIPES THAT ARE DISTURBED OR REPLACED SHALL BE N_ D
EXISTING CATCH BASIN ~ JUNCTION BOX ? / NT UR MINOR PROVIDED WITH PROPER INLET AND OUTLET PROTECTION. ALL COST OF Z O
EXISTING CO 0 ( ) I TAN OUTLET PROTECTION SHALL BE INCLUDED IN Q DRIVEWAY PIPE NLE D Q Z
EXISTING CONTOUR (MAJOR) EXISTING PAVEMENT THE COST PER LINEAR FOOT OF WATER AND SEWER MAIN INSTALLATION. ~
a E ~ UTILITY POLE LLI ~ ~
° LIGHT POLE 3, CONTRACTOR TO REGRADE, SHAPE UP, AND STONE ALL GRAVEL ~ w
ro UNDERGROUND POWER DRIVEWAYS AFTER CROSSING. TWO WAY TRAFFIC SHALL BE MAINTAINED - ~ Q Z
~ UNDERGROUND GAS LINE _ o ~ AT ALL TIMES DURING CONSTRUCTION. ALL WORK DONE WITHIN NCDOT _ Z
° UNDERGROUND FIBER OPTIC LINE - N ~ ~ RIGHT-OF-WAY SHALL BE PERFORMED IN ACCORDANCE WITH APPROVED Q
UNDERGROUND TELEPHONE T ALL DISTURBED ~ ~ ENCROACHMENT AGREEMENT, CONTRACTOR TO RESE ~
TELEPHONE PEDESTAL a ANY DISTURBED w SIGNS, MAIL BOXES, ETC. CONTRACTOR SHALL RESEED ~ ~
EXISTING SEWER MAIN AREAS IN ACCORDANCE WITH SPECIFICATIONS. ~ ~ Z
o EXISTING WATER MAIN z ~ B TEMP, EARTH BERM ~ ~
EXISTING WATER METER TE i 4. DURING PIPELINE INSTALLATION, EXCAVATED MATERIALS PLACED ON Q
~ ~ EX. FIRE HYDRANT THE ADJACENT STATE ROAD SHALL BE PLACED UPON A LAYER OF STONE - ~
x. vALVE -SF-4~-SF- TEMPORARY SILT FENCE W STONE OUTLETS N D4 E MATERIALS SHALL BE V SCREENINGS. AT THE END OF EACH DAY, ALL
d - - DITCH OR STREAM REMOVED AND THE ROADWAY SHALL BE THOROUGHLY CLEANED OF ALL
w PERMANENT EASEMENT TEMPORARY SEDIMENT TRAP SOIL RESIDUE. COST FOR STONE SCREENING AND ROADWAY CLEANING
~ - - TEMPORARY EASEMENT SHALL BE INCLUDED IN THE LINEAL FOOTAGE PRICE FOR SEWER
~ FENCE N X TEMPORARY ROCK CHECK DAM INSTALLATION.
4* EXISTING MAILBO w
~ TREE LINE 5. CONTRACTOR SHALL AVOID DAMAGE TO THE EXISTING ASPHALT.
TEMPORARY CONSTRUCTION ENTRANCE BEFORE YOU DIG ! ASPHALT WHICH IS DAMAGED DURING CONSTRUCTION SHALL BE REPAIRED SHEET N0.
i RIISH OR TRFF nun ~ enA_t!9-lCLC AT nin nnniTinnini /`/1CT T(1 T4JC l1WN~R
U WW6 I UVV-wt. ++~v ml IVV f1UUI IIVI'gr L
W 7 IRON PIN N.C. ONE-CALL CENTER
i 0 CONCRETE MONUMENT EXCELSIOR MATTING IT'S THE LAW I 6. WHERE 4" SEWER SERVICE PIPING MUST BE INSTALLED ACROSS A ROADWAY,
d SIGN THE CONTRACTOR SHALL INSTALL 4" DUCTILE IRON SEWER SERVICE PIPING UNDER
g - - SURVEY TRAVERSE / CONTROL POINT THE ROADWAY BY BORE AND JACK METHOD (NO ENCASEMENT PIPE REQUIRED).
z BENCHMARK C_L RIP RAP DITCH LINING d50=8" OF 18
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