20051933 Ver 1_Complete File_20051017

2. Individually list wetland rmpects below:
Wetland Impact
Site Number
indicate on man)
Type oflmpwt•
- Amer of
Impact
acre I.ocaied within
100-yea Floodplsin"
no Distance to
Newest Strum
feet
TypeofWedand••r
E Excavation .0002. NO 160 Fmeeted Welland

caa hnpaa eepwtly and taenmy tanyorray unpear, tmpaeu lmuae,"are not Imtat m: neatamaea Gevmt. 6anm&m4
'a, 'on, flooding, dinfiing/dtemage, ern For dame, sepamady Nu nnpots due to both anuame and flooding.
Year floodplains ate identified through the Fodael En agency Management Ageney's (FEMA) Flood Insurance Rau Maps
. or FEMA-approved local floedplain tmpa Maps arem fable through the FEMA Map Savia Cedaa 1-800-358-961k or
h t.:#-.f soL-.
ad type that best describes wdand to be impacted (e.g., f schwa xi altwaa marsh, foteared wdand, baver pond,
Cuv isa Hay, bog, em.) Inditete if wcdmd'w isolated (daamimdm of imlafim to be made by USACE Daly).
List the total acreage (estimated) of all existing wetlands on the property: 0.125
Total area of wetland impact proposed: 0.0002 Acres
3. Individually fist all intermittent and perennial stream impacts below: See Attachment 1
Sttesto Impset Length of Average Width - Petenmel or
Site Number Type ofhmaacts Impact Steam Name•• of Stream Intermittent?
indicate on map) feet Before lease
SC I xca oat nt to UT to Gills Creek 3 Perennial

SC 2 Exruvatimd 10 UT to Gills Creek 3 Perennial
Stab'hradma
SC 3 Excavation/ 10 UT to Graham Branch 3 Potential
Stabilisation
tit sub hnpsct aryaady and identify tetgwtay umpa m IRV" mdde, but are not tindtd ox culveta and aanaaad rgagr,
dame (*gm tdy flu impsus doe to bath amebae and flooding), rdoodon (ichae lines feet beffibre and af-, and na Imdgaet).
ae1i0iada activities (ea em we14 rip- w. rob wall, gabiona, am), euavaion, diaahing/9mightaring, ern If anon rdoatao u
proposed, plane and profile showing the linen footprint for both the original and relocated mgms must be inclde&
Stn sates can be fund on USGS topogotphic mepa If a atom has am name, list a UT (unnamed tributary) to the nearer
dowanham need atom into. what it fim- USGS map. are available through the USGS a 1.800:358,9616, or. online. a.
eal mtens t sites ales allow direst download and printing of USGS maps (e.g., www.t9pomnemm
Sver
mm nt.cam aa),
CutwOotive impacts (linear distance in feet) to all strums on site.. 11 -
Re: ETU Ticket??
Subject: Re: ETU Ticket??
From: Jennifer Hiser <[e-mail]>
Date: Wed, 26 Oct 2005 08:56:46 -0400
To: Laurie Dennison <[e-mail]>
Hi Laurie
I sent it to a developer to have him look at it.
Thanks for the detailed description. That is a HUGE help when we try to fix these
things.
Thanks
Jenn
Laurie Dennison wrote:
Here's the scenario:
Job 05-1933
I have a wetland impact of 0.0002 (acres).... when I put that figure in the Impacts
screen, Wetland site, Reqst box & hit save .... it then shows up as 2.04. I tried
to enter in Reqst box & Appr box & then save & got the same results.
However.... when you click on Totals it shows up as 0.0002!
Any thoughts? Can you give me some direction?
Thanks,
Laurie
Jennifer Hiser, Consultant
NC Dept. of Environment and Natural Resources
Division of Water Quality
Environmental Technologies Unit - BIMS Development Team phone: [phone] x372
(PLEASE NOTE NEW EXT.)
fax: [phone]
1 of 1 10/26/2005 9:11 AM
ETU Ticket??
Subject: ETU Ticket??
From: Laurie Dennison <[e-mail]>
Date: Wed, 26 Oct 2005 07:45:24 -0400
To: Jennifer Hiser <[e-mail]>
Here's the scenario:
Job 05-1933
I have a wetland impact of 0.0002 (acres).... when I put that figure in the Impacts
screen, Wetland site, Reqst box & hit save .... it then shows up as 2.04. I tried to
enter in Reqst box & Appr box & then save & got the same results. However.... when
you click on Totals it shows up as 0.0002!
Any thoughts? Can you give me some direction?
Thanks,
Laurie
1 of 1 10/26/2005 7:47 AM
R
?0? W Arfig4
?O 7
?? r
? Y
Michael F. Easley, Governor
William G. Ross Jr., Secretary
North Carolina Department of Environment and Natural Resources
October 25, 2005
Town of Stovall
P.O. Box 100
Stovall, NC 27582
Subject Property:
Alan W. Klimek, P.E. Director
Division of Water Quality
DWQ Project # 05-1933
Granville County
Town of Stovall - Oxford-Stovall Water Interconnection
Ut to Graham Creek [030206, 23-2-4-2, C]
Approval of 401 Water Quality Certification with Additional Conditions
Ladies & Gentlemen:
You have our approval, in accordance with the attached conditions and those listed below, to place fill
within or otherwise impact 0.0002 acres of wetlands and 30 linear feet of streams for the purpose of
connecting the Oxford and Stovall water mains at the subject property, as described within your
application dated October 6, 2005 and received by the N.C. Division of Water Quality (DWQ) on October
19, 2005. After reviewing your application, we have decided that the impacts are covered by General
Water Quality Certification Number(s) 3374 (GC3374). The Certification(s) allows you to use
Nationwide Permit(s) NW 12 when issued by the US Army Corps of Engineers (USACE). In addition,
you should obtain or otherwise comply with any other required federal, state or local permits before you
go ahead with your project including (but not limited to) Erosion and Sediment Control, Non-discharge,
and other regulations. Also, this approval to proceed with your proposed impacts or to conduct
impacts to waters as depicted in your application shall expire upon expiration of the 404 or CAMA
Permit.
This approval is 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. If the property is sold,
the new owner must be given a copy of this Certification and approval letter and is thereby responsible for
complying with all conditions. If total fills for this project (now or in the future) exceed one acre of
wetland or 150 linear feet of stream, compensatory mitigation may be required as described in 15A
NCAC 2H .0506 (h). This approval requires you to follow the conditions listed in the attached
certification and any additional conditions listed below.
The Additional Conditions of the Certification are:
1. Impacts Approved
The following impacts are hereby approved as long as all of the other specific and general
conditions of this Certification (or Isolated Wetland Permit) are met. No other impacts are
approved including incidental impacts:
Amount Approved nits Plan Location or Reference
Stream 30 feet PCN page 8 of 12
404/CAMA Wetlands 0.0002 (acres) PCN page 8 of 12
401 OversightlExpress Review Permits Unit
1650 Mail Service Center, Raleigh, North Carolina 27699-1650
2321 Crabtree Boulevard, Suite 250, Raleigh, North Carolina 27604
Phone: [phone] / FAX [phone] / Internet: htto://h2o.enr.state.nc.us/ncwetlands
None hCarolina
Aimma!!y
An Equal Opportunity/Affirmative Action Employer - 500% Recycled/10% Post Consumer Paper

Town of Stovall
Page 2 of 3
October 25, 2005
2. Erosion & Sediment Control Practices
Erosion and sediment control practices must be in full compliance with all specifications
governing the proper design, installation and operation and maintenance of such Best
Management Practices in order to protect surface waters standards:
a. The erosion and sediment control measures for the project must be designed, installed,
operated, and maintained in accordance with the most recent version of the North Carolina
Sediment and Erosion Control Planning and Design Manual.
b. The design, installation, operation, and maintenance of the sediment and erosion control
measures must be such that they equal, or exceed, the requirements specified in the most
recent version of the North Carolina Sediment and Erosion Control Manual. The devices
shall be maintained on all construction sites, borrow sites, and waste pile (spoil) projects,
including contractor-owned or leased borrow pits associated with the project.
c. For borrow pit sites, the erosion and sediment control measures must be designed, installed,
operated, and maintained in accordance with the most recent version of the North Carolina
Surface Mining Manual.
d. The reclamation measures and implementation must comply with the reclamation in
accordance with the requirements of the Sedimentation Pollution Control Act.
3. No Waste, Spoil, Solids, or Fill of Any Kind
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.
4. No Sediment & Erosion Control Measures w/n Wetlands or Waters
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 devices in wetlands and waters
is unavoidable, they shall be removed and the natural grade restored within six months of the date
that the Division of Land Resources has released the project.
5. Certificate of Completion
Upon completion of all work approved within the 401 Water Quality Certification or applicable
Buffer Rules, and any subsequent modifications, the applicant is required to return the attached
certificate of completion to the 401 Oversight/Express Review Permitting Unit, North Carolina
Division of Water Quality, 1650 Mail Service Center, Raleigh, NC, 27699-1650.
6.. Protective Fencing
The outside buffer, wetland or water boundary and along the construction corridor within these
boundaries approved under this authorization shall be clearly marked with orange warning
fencing (or similar high visibility material) for the areas that have been approved to infringe
within the buffer, wetland or water prior to any land disturbing activities to ensure compliance
with 15A NCAC 213 33 and GC 3402.
I
Town of Stovall
Page 3 of 3
October 25, 2005
7. Construction Stormwater Permit NCG010000
Upon the approval of an Erosion and Sedimentation Control Plan issued by the Division of Land
Resources (DLR) or a DLR delegated local erosion and sedimentation control program, an
NPDES General stormwater permit (NCGO10000) administered by DWQ is automatically issued
to the project. This General Permit allows stormwater to be discharged during land disturbing
construction activities as stipulated by conditions in the permit. If your project is covered by this
permit [applicable to construction projects that disturb one (1) or more acres], full compliance
with permit conditions including the sedimentation control plan, self-monitoring, record keeping
and reporting requirements are required. A copy of this permit and monitoring report forms may
be found at http,//h2o.enr.state,ne.us/su/Forms Documents.htm.
8. Deed Notifications
Deed notifications or similar mechanisms shall be placed on all retained jurisdictional wetlands,
waters and protective buffers in order to assure compliance for future wetland, water and buffer
impact. These mechanisms shall be put in place prior to impacting any wetlands, waters and/or
buffers approved for impact under this Certification Approval and Authorization Certificate. A
sample deed notification can be downloaded from the 401/Wetlands Unit web site at
http://h2o.enr.state.nc.us/ncwetlands. The text of the sample deed notification may be modified
as appropriate to suit to this project.
9. Restoration of Impacted Wetland Area
Restoration of impacted wetland area shall include planting of appropriate native vegetation. The
native species shall be approved by the Washington Regional Office of DWQ prior to planting.
10. Certificate of Completion
Upon completion of all work approved within the 401 Water Quality Certification or applicable
Buffer Rules, and any subsequent modifications, the applicant is required to return the attached
certificate of completion to the 401 Oversight/Express Review Permitting Unit, North Carolina
Division of Water Quality, 1650 Mail Service Center, Raleigh, NC, 27699-1650.
Violations of any condition herein set forth may result in revocation of this Certification and may result in
criminal and/or civil penalties. The authorization to proceed with your proposed impacts or to conduct
impacts to waters as depicted in your application and as authorized by this Certification shall expire upon
expiration of the 404 or CAMA Permit.
If you do not accept any of the conditions of this Certification (associated with the approved wetland or
stream impacts), 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.

Town of Stovall
Page 4 of 3
October 25, 2005
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 Cyndi Karoly or Ian McMillan in the Central Office in
Raleigh at 919-733-1786 or Eric Kulz in the DWQ Raleigh Regional Office at 919-791-4200.
Sincerely,
A'
-11 W. Klimek, P.E.
AWK/m
Enclosures: GC 3374
Certificate of Completion
cc: Randy McNeill, Davis-Martin-Powell & Associates, 6415 Old Plank Road, High Point, NC 27265
USACE Raleigh Regulatory Field Office
Eric Kulz, DWQ Raleigh Regional Office
DLR Raleigh Regional Office
File Copy
Central Files
Filename: 051933TOStovall_Oxford_Stovall_Water_Interconnection(Granvi11e)401

DAVIS-MARTIN-POWELL & ASSOCIATES, INC.
ENGINEERING • LAND PLANNING • SURVEYING
6415 Old Plank Road, High Point, NC 27265
[phone] • Fax [phone] • www.dmp-inc.com
UED
Division of Water Quality
401 /Wetlands Unit
1650 Mail Service Center
Raleigh, North Carolina 27699-1650
October 14, 2005
Re: Town of Stovall, NC
Oxford-Stovall Water Interconnection
Granville County, North Carolina
DMP Project E-3645 (BF)
L;
o (: _r .9 2005
Dear Sir/Madam: cEt°« - W-70 LR .5,;AUTY
WETLANDS AND S T O;' . TIER BRANCH
On behalf of the Town of Stovall, and in regards to the referenced project we are enclosing the
following information for your review and approval:
• Five (5) executed Pre-Construction Notification forms
• Five (5) sets of construction plans & supporting information
• Check No. 028182 in the amount of $200 for the application fee
The proposed project will involve the installation of approximately 40,230 linear feet of water main
along HWY 15 between Stovall and Oxford. We trust this information is complete and will allow you
to issue approval at an early date. Should you or your staff have any questions or require additional
information please do not hesitate to contact our office.
Sincerely,
c: Ms. Janet Parrott, Town of Stovall (enc)
File (enc)
Ms. Dera Adair
DAVIS-MARTIN-POWELL & ASSOCIATES, INC.

Office Use Only: Form Version May 2002
251 933
USACE Action ID No. DWQ No. p p
(If any particular item is not applicable to this project, please enter "Not Applicable" or "N/A".)
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
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: ?
pi -
II. Applicant Information D r
?
D
1. Owner/Applicant Information 0(T 1 2005
Name: Town of Stovall
1YETC .D3Y>A"t)UU'sL11Y
Mailing Address: PO Box 100
Stovall North Carolina 27582
Telephone Number: 919-693-4646 Fax Number: 919-693-1032
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
High Point, North Carolina 27265
Telephone Number: 336-886-4821 Fax Number: 336-886-4458
E-mail Address: rmcneill(?dmp-inc.com
Page 5 of 12 j'
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: Town of Stovall, Oxford-Stovall Water Interconnection
2. T.I.P. Project Number or State Project Number (NCDOT Only):
3. Property Identification Number (Tax PIN):
4. Location
County: Granville Nearest Town: Stovall
Subdivision name (include phase/lot number):
Directions to site (include road numbers, landmarks, etc.): Project area located along
US HWY 15 from SR 1422 into the Town of Stovall, where the line will turn alongside
Gillis Street to Oxford Street, then proceed approximately 340 LF northeast-bound and
turn to the elevated water storage tank located off Oxford Street.
Lat: 36°26'50" Lat: 36°20'40"
5. Site coordinates, if available (UTM or Lat/Long): Lon: 78°34'08" (to) Lon: 78°35'24"
(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 Graham Branch
8. River Basin: Tar-Pamlico
(Note - this must be one of North Carolina's seventeen designated. major river basins. The
River Basin map is available at hn://h2o.enr.state.ne.us/admin/mo-o/.)
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 corridor is mainly alongside a paved
highway in a rural setting. A relatively short section runs throught the Town of Stovall.
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 water line. 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: The interconnection of Oxford and Stovall's
water mains will provide a dependable water source for the Town.
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.
This is a new project.
V. Future Project Plans
Are any future permit requests anticipated for this project? If so, describe the anticipated work,
and provide justification for the exclusion of this work from the current application.
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 map, whether or not impacts are proposed to these systems. Wetland and stream
evaluation and delineation forms should be included as appropriate. Photographs may be
included at the applicant's discretion. If this proposed impact is strictly for wetland or stream
mitigation, list and describe the impact in Section VIII below. If additional space is needed for
listing or description, please attach a separate sheet.
1. Provide a written description of the proposed impacts: Installation of water main via
open-cut method. Streams will be stabilized upon completion of water main installation.
Page 7 of 12
2. Individually list wetland impacts below:
Wetland Impact
Site Number
(indicate on ma
Type of Impact* Area of
Impact
(acres) Located within
100-year Floodplain**
(yes/no) Distance to
Nearest Stream
linear feet)
Type of Wetland***
E Excavation .0002. NO 160 Forested Wetland

* 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.fema.gov.
*** 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: 0.125
Total area of wetland impact proposed: 0.0002 Acres
3. Individually list all intermittent and perennial stream impacts below: See Attachment 1
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 leasespecify)
SC 1 Excavation/ 10 UT to Gills Creek 3 Perennial
Stabilization
SC 2 Excavation/ 10 UT to Gills Creek 3 Perennial
Stabilization
SC 3 Excavation/ 10 UT to Graham Branch 3 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.usgs.gov. Several internet sites also allow direct download and printing of USGS maps (e.g., www.topozone.com,
www.mWguest.com, etc.).
Cumulative impacts (linear distance in feet) to all streams on site: 30 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:
Open Water Impact Area of Name of Waterbody Type of Waterbody
. Site Number Type of Impact* Impact (if applicable) (lake, pond, estuary, sound,
(indicate on ma) (acres) 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.
Page 8 of 12
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.
Required stream crossings are proposed to be made as near perpendicular as possible and
aliLynments have been shifted where possible to minimize 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
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
Page 9 of 12
in DWQ's Draft Technical Guide for Stream Work in North Carolina, available at
http://h2o.enr.state.ne.us/ncwetlands/stnngide.htlnl.
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 hgp://h2o.enr.state.nc.us/wfp/index.htm. If use of
the NCWRP is proposed, please check the appropriate box on page three and provide the
following information:
Amount of stream mitigation requested (linear feet):
Amount of buffer mitigation requested (square feet):
Amount of Riparian wetland mitigation requested (acres):
Amount of Non-riparian wetland mitigation requested (acres):
Amount of Coastal wetland mitigation requested (acres):
IX. Environmental Documentation (required by DWQ)
Does the project involve an expenditure of public (federal/state) funds or the use of public
(federal/state) land?
Yes ? No
If yes, does the project require preparation of an environmental document pursuant to the
requirements of the National or North Carolina Environmental Policy Act (NEPA/SEPA)?
Note: If you are not sure whether a NEPA/SEPA document is required, call the SEPA
coordinator at [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
Page 10 of 12
If yes, has the document review been finalized by the State Clearinghouse? If so, please attach a
copy of the NEPA or SEPA final approval letter.
Yes ? No
X. Proposed Impacts on Riparian and Watershed Buffers (required by DWQ)
It is the applicant's (or agent's) responsibility to determine, delineate and map all impacts to
required state and local buffers associated with the project. The applicant must also provide
justification for these impacts in Section VII above. All proposed impacts must be listed herein,
and must be clearly identifiable on the accompanying site plan. All buffers must be shown on a
map, whether or not impacts are proposed to the buffers. Correspondence from the DWQ
Regional Office may be included as appropriate. Photographs may also be included at the
applicant's discretion.
Will the project impact protected riparian buffers identified within 15A NCAC 2B .0233
(Meuse), 15A NCAC 2B .0259 (Tar-Pamlico), 15A NCAC 2B .0250 (Randleman Rules and
Water Supply Buffer Requirements), or other (please identify V
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.
XI. Stormwater (required by DWQ)
Describe impervious acreage (both existing and proposed) versus total acreage on the site.
Discuss stormwater controls proposed in order to protect surface waters and wetlands
downstream from the property.
Page 11 of 12
NIA
XH. 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.
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).
Al? plicant/Age is Si ature 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
Number
SC 1 172+81 UT to Gills Creek N36°23'19" W78°35'36"
SC 2 151+62 UT to Gills Creek N36°23'09" W78035'18"
UT to Graham
SC 3 93+50 N36°26'39" W78°34'20"
Branch
DAVIS-MARTIN-POWELL ASSOCIATES Stream Site Coordinates E3645 -10/14/2005
DRAWING NAME: P:\PROJECT\E3645\dwg\Exhibit.dwg - 8x11-LOWER Oct 14, 2005 - 2:04pm

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DAVIS-MARTIN-POWELL & ASSOCIATES, INC TOWN OF STOVALL
ENGINEERING - LAND PLANNING - SURVEYING
6415 OLD FUNK ROAD WATER SYSTEM IMPROVEMENTS
STOVALL-OXFORD INTERCONNECTION
HIGH POINT, NC 27265 LOWER PROJECT SITE
Z;_ 886-4821 FAX [phone]
(536) (336)
SCALE: I = 2500,
DRAWING NAME: P:\PROJECT\E3645\dwg\Exhibit.dwg - 801-UPPER Oct 14, 2005 - 2:05prn
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DAVIS-MARTIN-POWELL S ASSOCIATES, INC TOWN OF STOVALL
ENGINEERING - LAND PLANNING - SURVEYING
_ 6415 Ow PLANK ROAD WATER SYSTEM IMPROVEMENTS
STOVALL-OXFORD INTERCONNECTION
.l..1 J HIGH POINT, NC 27265
___ UPPER PROJECT SITE
[phone] FAX [phone]
?Ml ??? SCALE: I = 2500
DATA FORM
ROUTINE WETLAND DETERMINATION
(1987 COE Wetlands Determination Manual)
Project / Site: Town of Stovall Water System Improvements Date: 11/13/02
Applicant / Owner: Town of Stovall County: Granville
Investigator: Ward Marotti, Chris Hopper, 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 Scrub
is the area a potential problem area? Yes No x Transect ID:
(explain on reverse if needed) Wetland E and J
VEGETATION
Dominant Plant Species Stratum Indicator I Dominant Plant Species Stratum Indicator
1. Liriodendron tulivifora
2. Juncus effusus
3. Acer rubrum
4 Rubus betulifolius
5. Lonicera Lponica
6. Salix nigra
7. Liquidambar styraciflua
B. Rosa palustris
shrub FAC
herb FACW-
shrub FAC
herb FAC
vine FAC-
herb OBL
shrub FAC+
shrub OBL
9. Poly og num pesicaria
10.
11.
12.
13.
14.
15.
16.
herb FACW
Percent of Dominant Species that are OBL, FACW, or FAC excluding FAC-). 89
Remarks:
HYDROLOGY
_ Recorded Data (Describe In Remarks): Wetland Hydrology Indicators
,.,Stream, lake, _or.Tlde 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: (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: FAC-Neutral Test
Other (Explain in Remarks)
Remarks:
SOILS
Map Unit Name
(Series and Phase): Georgeville silt loam Drainage Class: well-drained
Taxonomy (Subgroup): Typic Hapludult 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 2.5 Y 7/2 10 YR 5/8 30%
Hydric Soil Indicators:
_ Histosol Concretions
_ Histic Epipedon _ High Organic Content in Surface Layer in Sandy Soils
Sulfidic Odor Organic Streaking in Sandy Soils
_ Aquic Moisture Regime Listed On Local Hydric Soils List
Reducing Conditions Listed on National Hydric Soils List
X Gleyed or Low-Chroma Colors -Other (Explain in Remarks)
Remarks:
WETLAND DETERMINATION
Hydrophytic Vegetation Present? Yes X No
Wetland Hydrology Present? Yes X No
Hydric Soils Present? Yes X No
Is the Sampling Point
Within a Wetland? 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: Town of Stovall Water System Improvements Date: 11/13/02
Applicant / Owner: Town of Stovall County: Granville
Investigator: Ward Marotti, Chris Hopper, 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 Scrub
Is the area a potential problem area? Yes No x Transect ID:
(explain on reverse if needed) Wetland E and J
VEGETATION
Dominant Plant Species Stratum Indicator I Dominant Plant Species Stratum Indicator
1. Lawn
4.
5.
7.
8.
9.
10
11.
12.
13.
14.
15.
16.
Percent of Dominant Species that are OBL, FACW, or FAC excluding FAC-).
Remarks:
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:
SOILS
Map Unit Name
(Series and Phase): Georgeville silt loam Drainage Class: well-drained
Taxonomy (Subgroup): Typic Hapludult Confirm Mapped Type? Yes No
Profile Description:
Depth Matrix Colors Mottl e Colors Mottle Texture, Concretions,
(inches) Horizon (Munsell Moist) (Munsell Moist) Abundance/Contrast Structure, etc.
12 7.5 YR 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 Solis 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.
DATA FORM
ROUTINE WETLAND DETERMINATION
(1987 COE Wetlands Determination Manual)
Project / Site: Town of Stovall Water System Improvements Date: 11/13/02
Applicant / Owner: Town of Stovall County: Granville
Investigator: Ward Marotti, Chris Hopper, Robert J. Goldstein & Associates, Inc. State: NC
Do normal circumstances exist on the site? Yes x No Community ID: Herb
Is the site significantly disturbed (Atypical situation)? Yes No x Transect ID:
Is the area a potential problem area? Yes No x Wetland A
(explain on reverse if needed)
VEGETATION
Dominant Plant Species Stratum Indicator I Dominant Plant Species Stratum Indicator
1. Carex lurida
2. Juncus effusus
3. SciMus oMerinus
4 Rubus betulifolius
5. Cephalanthus occidentalis
6. Salix nigra
7. Liquidambar styraciflua
8.
herb OBL
herb FACW-
herb OBL
herb FAC
herb OBL
herb OBL
herb FAC+
9.
10.
11.
12.
13.
14.
15.
16.
Percent of Dominant Species that are OBL, FACW, or FAC excluding FAC-). 100
Remarks:
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: (•) 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:
SOILS
Map Unit Name
(Series and Phase): Chewacla and Wedakee soils Drainage Class: somewhat poorly-drained
Taxonomy (Subgroup): Fluvaquentic Dvstrochrept Confirm Mapped Type? Yes No
Profile Descrintion:
Depth Matrix Colors Mottle Colors Mottle Texture, Concretions,
inches Horizon (Munsell Moist) (Munsell Moist) Abundance/Contrast Structure, etc.
12 10 YR 511 5 YR 4/6 50%
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
3x Gleyed or Low-Chroma Colors _ Other (Explain in Remarks)
Remarks:
WETLAND DETERMINATION
Hydrophytic Vegetation Present? Yes X No Is the Sampling Point
Wetland Hydrology Present? Yes X No Within a Wetland? Yes x No
Hydric Soils Present? Yes X No
Remarks: Location is classified as a wetland based upon the criteria set forth in the 1987 Army Corps of
Engineers Wetlands Delineation Manual.
DATA FORM
ROUTINE WETLAND DETERMINATION
(1987 COE Wetlands Determination Manual)
Project / Site: Town of Stovall Water System Improvements Date: 11/13/02
Applicant / Owner: Town of Stovall County: Granville
Investigator: Ward Marotti, Chris Hopper, 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 Herb
Is the area a potential problem area? Yes No x Transect ID:
(explain on reverse if needed) Wetland A
VEGETATION
Dominant Plant Species Stratum Indicator I Dominant Plant Species Stratum Indicator
1. Lawn
5.
6.
7.
9.
10
11.
12.
13.
14.
15.
16.
Percent of Dominant Species that are OBL, FACW, or FAC excluding FAC-).
Remarks:
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:
SOILS
Map Unit Name
(Series and Phase): Chewacla and Wedakee soils Drainage Class: somewhat poorly-drained
Taxonomy (Subgroup): Fluvaquentic Dystrochrept 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 10 YR 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 P9int
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.
DATA FORM
ROUTINE WETLAND DETERMINATION
(1987 COE Wetlands Determination Manual)
Project / Site: Town of Stovall Water System Improvements Date: 11/18/02
Applicant / Owner: Town of Stovall County: Granville
Investigator: Ward Marotti, Chris Hopper, 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 Forest
(explain on reverse if needed) Transect ID:
Wetland M
VEGETATION
Dominant Plant Species Stratum Indicator I Dominant Plant Species Stratum Indicator
1. Liriodendron tulipifora tree FAC 9. Vitis rotundifolia vine FAC
2. Ulmus americana tree FACW 10. Liquidambar styraciflua tree FAC+
3. Quercus phellos tree FACW- 11. Cornus floridia tree FACU
4. Acer rubrum tree FAC 12. Platanus occidentalis tree FACW-
5. Ilex opaca tree FAQ- 13. Botrychium virginianum herb FAC
6. Ligustrum sinense shrub FAC 14.
7. Microstegium viminium herb FAC+ 15.
8. Smilax rotundifolia vine FAC 16.
Percent of Dominant Species that are OBL, FACW, or FAC excluding FAC-). 85
Remarks:
HYDROLOGY
Recorded Data (Describe In Remarks):
, Wetland Hydrology Indicators..
Lake, or Tide Gauge
_ Stream
_ 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: (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: FAC-Neutral Test
_ Other (Explain in Remarks)
Remarks:
SOILS
Map Unit Name
(Series and Phase): L ienum silt loam Drainage Class: moderately well- or somewhat poorly-drained
Taxonomy (Subgroup): Aquic Hagludult 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 10 YR 5/1 10 YR 5/8 50%
Hydric Soil Indicators:
_ Histosol _ Concretions
_ Histic Epipedon _ High Organic Content in Surface Layer in Sandy Soils
Sulfidic Odor Organic Streaking in Sandy Soils
_ Aquic Moisture Regime Listed On Local Hydric Soils List
Reducing Conditions Listed on National Hydric Soils List
X Gleyed or Low-Chroma Colors -Other (Explain in Remarks)
Remarks:
WETLAND DETERMINATION
Hydrophytic Vegetation Present? Yes X No Is the Sampling Point
Wetland Hydrology Present? Yes X No Within a Wetland? Yes x No
Hydric Soils Present? Yes X No
Remarks: Location is classified as a wetland based upon the criteria set forth in the 1987 Army Corps of
Engineers Wetlands Delineation Manual.
DATA FORM
ROUTINE WETLAND DETERMINATION
(1987 COE Wetlands Determination Manual)
Project / Site: Town of Stovall Water System Improvements Date: 11/18/02
Applicant / Owner: Town of Stovall County: Granville
Investigator: Ward Marotti, Chris Hopper, 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 Bottomland
Is the area a potential problem area? Yes No x Hardwood Forest
(explain on reverse if needed) Transect ID:
Wetland M
VEGETATION
Dominant Plant Species Stratum Indicator Dominant Plant Species Stratum Indicator
1. Liriodendron tulipifora tree FAC 9. Vitis rotundifolia vine FAC
2. Pinus virgmia tree - 10. Liquidambar styraciflua tree FAC+
3. Ouercus phellos tree FACW- 11. Cornus floridia tree FACU
4. Acer rubrum tree FAC 12. Platanus occidentalis tree FACW-
5. Ilex opaca tree FAC- 13. Botrychium virginianum herb FAC
6. Ligustrum sinense shrub FAC 14. Oxydendron arboreum tree NI
7. Microstegium viminium herb FAC+ 15. Lonicera japonica vine FAC-
8. Smilax rotundifolia vine FAC 16.
Percent of Dominant Species that are OBL, FACW, or FAC excluding FAC-). 80
Remarks:
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:
SOILS
Map Unit Name
(Series and Phase): LiQnum silt loam Drainage Class: moderately well- or somewhat poorly-drained
Taxonomy (Subgroup): Aquic Hapludult 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 10 YR 6/3
Hydric Soil Indicators:
_ Histosol Concretions
_ Histic Epipedon _ High Organic Content in Surface Layer in Sandy Soils
Sulfidic Odor Organic Streaking in Sandy Soils
_Aquic Moisture Regime Listed On Local Hydric Soils List
Reducing Conditions Listed on National Hydric Soils List
_ Gleyed or Low-Chroma Colors -Other (Explain in Remarks)
Remarks:
WETLAND DETERMINATION
Hydrophytic Vegetation Present? _ Yes X No Is the Sampling Point
Wetland Hydrology Present? Yes No X Within a Wetland? Yes_ No X
Hydric Soils Present? Yes No X
Remarks: Location is not 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: Town of Stovall Water System Improvements Date: 11/13/02
Applicant / Owner: Town of Stovall County: Granville
Investigator: Ward Marotti, Chris Hopper, Robert J. Goldstein & Associates, Inc. State: NC
Do normal circumstances exist on the site? Yes X No Community ID: Herb
Is the site significantly disturbed (Atypical situation)? Yes No x Transect ID:
Is the area a potential problem area? Yes No x Wetland ditch 2
(explain on reverse if needed)
VEGETATION
Dominant Plant Species Stratum Indicator I Dominant Plant Species Stratum Indicator
1. Carex lurida
herb OBL
herb FACW-
9.
2. Juncus effusus
3. Scirpus cyperinus
4 Rubus betulifolius
5. Cephalanthus occidentalis
6. Salix nigra
7. Liquidambar sbTaciflua
8.
herb OBL
herb FAC
herb OBL
herb OBL
herb FAC+
10.
11.
12.
13.
14.
15.
16.
Percent of Dominant Species that are OBL, FACW, or FAC excluding FAC-). 100
Remarks:
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: (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:
SOILS
Map Unit Name
(Series and Phase): Georgeville silt loam Drainage Class: well-drained
Taxonomy (Subgroup): Typic Hapludult 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 10 YR 6/1 10 YR 5/6 50%
Hydric Soil Indicators:
_ Histosol _ Concretions
_ Histic Epipedon _ High Organic Content in Surface Layer in Sandy Soils
_ Sulfidic Odor Organic Streaking in Sandy Soils
_ Aquic Moisture Regime Listed On Local Hydric Soils List
Reducing Conditions Listed on National Hydric Soils List
X Gleyed or Low-Chroma Colors _ Other (Explain in Remarks)
Remarks:
WETLAND DETERMINATION
Hydrophytic Vegetation Present? Yes X No Is the Sampling Point
Wetland Hydrology Present? Yes X No Within a Wetland? Yes x No
Hydric Soils Present? Yes X No
Remarks: Location is classified as a wetland based upon the criteria set forth in the 1987 Army Corps of
Engineers Wetlands Delineation Manual.
DATA FORM
ROUTINE WETLAND DETERMINATION
(1987 COE Wetlands Determination Manual)
Project / Site: Town of Stovall Water System Improvements Date: 11/13/02
Applicant / Owner: Town of Stovall County: Granville
Investigator: Ward Marotti, Chris Hopper, 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 Herb
Is the area a potential problem area? Yes No x Transect ID:
(explain on reverse if needed) Wetland ditch 2
VEGETATION
Dominant Plant Species Stratum Indicator I Dominant Plant Species Stratum Indicator
1. Lawn
3.
4.
5.
6.
7.
8.
9.
10
11.
12.
13.
14.
15.
16.
Percent of Dominant Species that are OBL, FACW, or FAC excluding FAC-).
Remarks:
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: FAC-Neutral Test
_ Other (Explain in Remarks)
Remarks:
SOILS
Map Unit Name
(Series and Phase): Georgeville silt loam Drainage Class: well-drained
Taxonomy (Subgroup): Typic Hapludult Confirm Mapped Type? Yes No
Profile Description:
Depth Matrix Colors Mottl e Colors Mottle Texture, Concretions,
inches Horizon (Munsell Moist) (Munsell Moist) Abundance/Contrast Structure, etc.
12 7.5 YR 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
Hyorophytic 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.
DATA FORM
ROUTINE WETLAND DETERMINATION
(1987 COE Wetlands Determination Manual)
Project / Site: Town of Stovall Water System Improvements Date: 11/18/02
Applicant / Owner: Town of Stovall County: Granville
Investigator: Ward Marotti, Chris Hopper, Robert J. Goldstein &Associates, Inc. State: NC
Do normal circumstances exist on the site? Yes x No Community ID: Herb
Is the site significantly disturbed (Atypical situation)? Yes No x Transect ID:
Is the area a potential problem area? Yes No x Wetland ditch 4 and 6
(explain on reverse if needed)
VEGETATION
Dominant Plant Species Stratum Indicator Dominant Plant Species Stratum Indicator
1. Carex lurida
2. Juncus effusus
3. Scirpus cyaerinus
4 Rubus betulifolius
5. Cephalanthus occidentalis
6. Salix ni-ra
7. Liquidambar stvraciflua
herb OBL
herb FACW-
herb OBL
herb FAC
herb OBL
herb OBL
herb FAC+
9.
10.
11.
12.
13.
14.
15.
16.
Percent of Dominant Species that are OBL, FACW, or FAC excluding FAC-). 100
Remarks:
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: (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:
SOILS
Map Unit Name
(Series and Phase): Lignum silt loam Drainage Class: moderately well- or somewhat poorly-drained
Taxonomy (Subgroup): Aquic Hanludult 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 10 YR 511 10 YR 5/8 40%
Hydric Soil Indicators:
_ Histosol _ Concretions
_Histic Epipedon -High Organic Content in Surface Layer in Sandy Soils
_Sulfidic Odor Organic Streaking in Sandy Solis
Aquic Moisture Regime Listed On Local Hydric Soils List
Reducing Conditions Listed on National Hydric Soils List
X Gleyed or Low-Chroma Colors _ Other (Explain in Remarks)
Remarks:
WETLAND DETERMINATION
Hydrophytic Vegetation Present? Yes X No Is the Sampling Point
Wetland Hydrology Present? Yes X No Within a Wetland? Yes x No
Hydric Soils Present? Yes X No
Remarks: Location is classified as a wetland based upon the criteria set forth in the 1987 Army Corps of
Engineers Wetlands Delineation Manual.
DATA FORM
ROUTINE WETLAND DETERMINATION
(1987 COE Wetlands Determination Manual)
Project 1 Site: Town of Stovall Water System Improvements Date: 11/18/02
Applicant / Owner: Town of Stovall County: Granville
Investigator: Ward Marotti, Chris Hopper, 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 Herb
Is the area a potential problem area? Yes No x Transect ID:
(explain on reverse if needed) Wetland ditch 4 and 6
VEGETATION
Dominant Plant Species Stratum Indicator
1. Lawn
2.
3.
5.
6.
7.
Dominant Plant Species Stratum Indicator
9.
10
11.
12.
13.
14.
15.
16.
Percent of Dominant Species that are OBL, FACW, or FAC excluding FAC-).
Remarks:
HYDROLOGY
Recorded Data (Describe In Remarks): y
_ Stream, Lake, or Tide Gauge
Aerial Photographs
Other
No Recorded Data Available
Field Observations:
Depth of Surface Water: (in.)
Depth to Free Water in Pit: (in.)
Depth to Saturated Soil: (in.)
Wetland Hydrology Indicators
Primary Indicators:
_ Inundated
Saturated in Upper 12"
_ Water Marks
_ Drift Lines
_ Sediment Deposits
_ Drainage Patterns in Wetlands
Secondary Indicators:
Oxidized Roots Channels in Upper 12"
_ Water-Stained Leaves
Local Soil Survey Data
FAC-Neutral Test
Other (Explain in Remarks)
Remarks:
SOILS
Map Unit Name
(Series and Phase): Liimum silt loam Drainage Class: moderately well- or somewhat poorly-drained
Taxonomy (Subgroup): Aquic Hayludult 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 10 YR 6/3
Hydric Soil Indicators:
_ Histosol _ Concretions
_ Histic Epipedon _ High Organic Content in Surface Layer in Sandy Soils
_ Sulfidic Odor Organic Streaking in Sandy Soils
Aquic Moisture Regime Listed On Local Hydric Soils List
Reducing Conditions Listed on National Hydric Soils List
_ Gleyed or Low-Chroma Colors -Other (Explain in Remarks)
Remarks:
WETLAND DETERMINATION
Hydrophytic Vegetation. Present? Yes X No Is the Sampling Point
Wetland Hydrology Present? Yes No X Within a Wetland? Yes_ No X
Hydric Soils Present? Yes No X'
Remarks: Location is not classified as a wetland based upon the criteria set forth in the 1987 Army Corps of
Engineers Wetlands Delineation Manual.
Preconstruction notification
Town of Stovall
E-3645
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#526 $200.00
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p$CONNECT ~ EQUIPMENT SHALL BE PRE-WIRED AND READY FOR CONNECTION TO MAIN h ~ ~ POWER SUPPLY. N ~ NTERFACE PANEL }j HEALER HEATER I W
~ 2"? CONDUR TELEMEFRY + ~,S INTRUSION ALARM INTRUSION ENT p F"
FORMER pglgLE DOORS ~ W ALARM DOOR W/WIND (Near Calirq) ~ W WITH WMOOW DOOR W/ INDOW ~ ~
W X
CONTROL PANEL J/4"0 CONDUT ygNT ENT ~ (Near Foar) PUSHDUiiON STATION
HARM UGHT SHEET N0.
PLAN -PROPOSED BOOSTER PUMP STATION 16
SCALE: 1/2" - 1'-0"
OF 21

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1 ~ RESTRAINED JOINT D.I,P, FROM r_;; . ; ~ s ~ ~ ~ 9TA 126+BO TO STA 127+90 ~ ~ ~
~ NOTE, PIPE TO BE ~RE5TRA1NEb ~ "L AC~ Q ~ ¢ a Z ~ Z JOINT D,LP. FROM~SSA 92+50 ' ~ ~ ~ EET, ~ ~ x Q ~ - Z Z ~
7A TD sTA 9a+5o Z (3) r ~ Z „ ~ Z ? 't - a5 pEr? TvP~ ~ ~ ~ (n ~ ~ a ~ ~ W Q } i 1
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2 - B" 45' BENDS TYP. ==1- - I ~ h ~ ~ ~ r. W ~ Q ~ 0 ~
_ _ _ U, S. H ~ (n LEWIS dSTA, 127+50 N - Z Z (n Z r' _ _ m 0 ~ o ~ ~ 8" 90'BEND X -X - X -X _p. - U W Q CZ QZ P _ f'Z p J
m v 30' ~ ' 95}per Z D ~ O _ ~ E -E E E"- ~ =-.iL-- O y _._Ep CABLE TV ~ ~
00 E 0 ~ ~ ~ ~ PEDESTAL 0 ~ F U) ~ ~ , y_ "kIP RAP ~ r m ~ w Q 126+00 Fp A 1 7+ w Q Q °a _ ~
_ F f ~ ZD _ AREA w 1, Z~ Z ~ ~°~cvJ~ dja _ - "1 Z _ STA. 127+14 _ _ ~ _ ~ Z ~ N s ? U
NUS-15 _ - ~ (n - - - 8" 90'BENO TRUp J Z ~ ~ u F ~ x mm7 ~ S A 92+50 - ~~6",,FLOW ,Fx Z 0 Z ~ STA. 126+00 NIGHVygr 311 ~ ~ ~ d ~ ro ~ a ITI ~ B" GV b - - ~1 E)<S~iIN~.'N6TLAN~_yE~"H~` Z AIR RELEA U Z ~ r ^ t
f*? _ - _ U - BR EN CONC~ _ 7~/. ~ 0 VALVE IN INSTALL 30LF 16" F- O W ° a ~ ~ ° EAD WALL ~7` Q V MANHOLE ENCASEMENT PIPE Q U ~ ~ ~ n ~ ~
(Jl ~ ~ STA. 125+72 BY BORING AND ~ _ " x 3 0 ~ ~ a• x 5• TEE _ 1077 JACKING METHODS ~ ~ ~ ~ i ~
6 G TB31F- O ~ N7~ _ ~ ~ B" HYDRANT 1. T M`I = i ~w Li.
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SCALE: HOR:1 "=50' o
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° F W p W Z Z
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R° O° U N N PIPE TO BE RESTRAINED JOINT D.I.P.'fROM STA. m
500 500 550 550 ~
a3 a STA 126+ 0 r~i ~
N PIP TO BE RES AWED JOIN IN MANH E ny o
P WITH 4 - 45' BENDS ~ NU
w ~ H a _ ?
INCREASE C VER TO 5' S 40 > 490 ~ 490 540 ~ _ ~ , ~ a
3' MIN. COVER 3' MIN, CO R .
II Z `I O
STA 92 90 S A 127+14 STA 127+50 F.. i " MIN C RAT PIP 8 90' BEND 8" 90' BEND U
W
480 480 530 530 z ~ STA 94+13 INSTALL 30 L.F. 16 O
~ 0 6" 'BEND ENCASEMEN PIPE BY p In O - - a MOETHOD$ N JACKING ~ ~ +
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N I w l T N STA, 267+91 J~ BY BORING AND T N - Z Z o I s ~ ~ ~ I JACKING METH Z LLI I w I p= ~ W 6" x 6" TEE ~ ODS rO W N W Q}
W ~ N~ N W 6" Gv ~ B srDP slcN I rv Box N W W W J W ~ VI q I w l U) 6" HYDRANT (n Z ~
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Z ~ 115 RCP v 2616 SIGN NOTE: WATERLINE TO BE ~ ~ Z ~ A Y 1 5 PEDESTAL Z ~
J Z _ ~ RESTRAINED JOINT D.LP. FROM ~ _J Z FM-FM-FM -FM-FM-FM-FM-F FM-FM J Z Q ~ ~ =F _ STA,171+SOTOSTA.173+BD 2 (VQ =F----_-__-__ =F ~~as~
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2, D' a ~ ~O Qr ~a~v3 0 o Il _ ~ `lam ~x"X
V- TELEPHONE - ° U' S. H I C H W A ~ ~ O ~ 3 ~ ~ 3 ~I PEDESTAL ~ ~ _ _ ~ ~ i
~ ~ . ~ I INV. a7 RcP . a7e.r ~ SOUTHERN RAIL ROAD 80' R W _Z ~ AT CONC. HEADWALL LL
IWE7L'Y1NU``rv rTIrIL:i ~ - - - - - - - - - - - - - Q'
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_ + Z
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STi 172+iD ~ Z ~
" 4 ' ND I CR ASE C TO 5' MI AT ENCA MENT 1 0 N ~
8" 45' ND U ^ ~ 4" MIN, VER ~ + J O
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Nrt - I ~ s 470 470 I ~ ~ o °
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W O w INV. 15 RCP=466,0 - Z Z Z I ZUW ~~I _ ~ Z }
I J ~ INSTALL 40LF i6° ~ W J pJ ~ ENCASEMENT PIPE B
B RIN AND JACKING ~~I ~ Z ~ ~ V ~ Q METHODS ~ 10+80 INSTALL 12" x 8" Q V' O ~
Q I 3892 I AND EXTEND LINE - Z Z N STOVALL UNITED CONTRACTOR SHALL FOLLOW AlL REQUIREMENTS ~ W Q
M THODIST CHURCH I OF NORFOLK SOUTHERN'S NSCE-8 SPECIFICATIONS, ~ J
® I P N AN R SING TO BE INSTALLED AND ~ PI ELI E DC OS U. S. HIGHWAY 1 5 °N
10' ~ MAINTAINED IN ACCORDANCE WITH LAST APPROVES ' Q _ AMERICAN RAILWAY ENGINEERING AND o N _ _ PROP, 20LF - PROP. B" WATERLINE I MAINTENANCE OF WAY ASSOCIATION ~ MAILBDX (2)
- - STOVALL ~ SPECIFlCA110NS FOR PIPELINES CONVEnNG I 13+00 14+00 15+00 18 RCP i 6+00 17+00 18+00 / ~ ~ ~ N ~ ? ° ~ ? FO' ~0.__FD___F ~4F-0 -_FP - FA_=J~'A-=-FA-F-0-- - -fD-- F~ ~ ~ J ZZ,~mz ME HODIST FLAMMABLE AND NONFLAMMABLE SUBSTANCES. _ Q_ _ _ _ _ _ _ _ _ _ a
- 4778 I BLASTING NOT PERMITTED, - ~ - - - - - ~ - - - - - - / w ~ ~ m ~ r b ~ SPEED 950't FROM SIGN y9- _ - TELEPHDNE I W 9 ? ~ ~ ° SEWER SERNCE~ LIMIT CROSSING TO MILE p1 FO MARKER a _ ~ ~ n n 3
(TYP.) SIGN MARKER g53 9 o PEDESTAL ~ o ~ ~ x ~ ~ 3 111111111111 3
- M 11~- IFTTITN-ICI rfll~-++-H I~TTT 0 ~z LL ~ 1o'xao' ` ~
' 4650 r INSTALL (2) 8" WATER LINES INSIDE BORE PIT £ ABANDONED RAILROAD WATERLINE TO GO AROUND EXISTING 1 5736 60LF 30° STEEL ENCASEMENT PIPE BY~ RIGHT OF WAY PIPE N1TH 3' MIN. COVER Z I ~ ~ W INSTALL B" WATER INE - _ BDRING AND JACK METHODS _ _ _ _ _ _ _ _ _ _ _ _ _ _
I~~ M I SIDE 60LF 16" S EL - - - - - I 1100'} i1 I ENCASEMENT PIPE Y _ SIGN I I ~ ~
BORING AND JACKI PROPOSED BOOSTER STATION KITH Q BO' RAW p~ METHQDS-
' _ INV. 15" RCP=468,2 CROSSN GWMMILE 12' PROPOSED GRAVEL DRIVE I 1 b N
INV. 15" RCP- - x INV. 15" RCP=4 MARKER R45 =468,1 ~
J~` OAD +I 7 _ RAILR ABANDONED WAY SCALE: HOR:1 ~~=50' p
n RIGH1 00W~~ . tD0't I u INS ,5'~ RDP - ~ , VERT:1 =5 ~ o ~ ~ ~ w
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1 1 ELEV.= 471.39 ° N o a TELEPHONE
10'x40' BORE PIT ~ 1 lT PEDESTAL PROPERTY OF J. DEVON AND CAROIYN ELLIOT HARRIS ~ u~ °w w l TAX PARCEL 1924-D1-15-0169 I w ~ Z Y w w
1 IF F~ 7734 I D.B. 247, PG 640 I a a w i u~ ~ , 405+00 I LINESTA T15 a°o°wNN
I MATCH SEE SH > NUATION
OR CONTI 500 F 500 520 520 z 0
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1
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490 490 510 510 ll
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F' O
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480 I 480 500 500 z + ~ -Ba' R/w O C U7
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~ W °a II a? I°a J F' ~
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E 470 RETRIEVAL PIT ~ I I 470 490 I~ ~I 490 ~ + ~ tLQoF-
I PROPDSED DRE oo; I° ~ QI O O V, -,I PIT LIMITS o~, a ~I Z Z "8 I 11 w J
( oa - o J a o a Q - INCRE SE COVER I I 11 «o I~ a ttl o~ 3 Q ~ N
TO 6' IN, AT I F-ti K I ~ I ~ ~ (/J M N _ ~ RETRIEVAL IT ~o ° J' MIN, CD R 3' MI ,COVER ~ - I a m - - f" W V
_ _ J_
t 1 13'I MIN. 1 I ~ 11 ~ Y 460 GROUT END l = GROUT END 460 480 III I I , 480 O
1 1 1 ~ ~ ~ ~ T EORETICAL I( 1 INCREA E COVER I R 4- Q E BANKMENT " + o J'~, 0 Z
'2 " I ~ + ~ 1 ENCASE ENT PROPOSED BORE W Q INSTALL 40 ,F, 16 I 1 ~ PIT LIMITS M STEEL ENCA MENT ~ ~ ~ O
INSTALL 60 L.F. 16 F FILL PIPE TH GROUi THEOR TICAL
JACKING ME ODS STEEL ENC SEMENT I - ~ z ~ AND BLOC END WITH I EMBAN MENi PIPE BY B LNG AND 1 I 1 LINE JACKING M HODS I 1 INSTALL 6 L,F, SHEET N0.
450 470 30"STEEL ASEM NT 470 0 450 I 1 I 1
PIPE BY BORING AND JACKING METHODS 19
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REDUCER ®STA 10+80 AND EXTEND LINE'
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TOP FLUSH U,N,0~ (HORIZONTAL) VOLUME OF 1HRUST BLOCK ~I I W ~ J: MAx. 2 4" RISERS BEARING AREA OF THRUST BLOCKS IN S0. FT. IN CV. YDS. (VERTICAL) I I .y ° v ~o•
VARIES I 18"X18"%6" VALVE BOX GROUND 'srH, ITTIN TEE 90' BEND 45' 22 1/2' 11 1/4' FITTING BEND ANGLE DEEP CONC PAD COVER SURFACE '".,,Ory 2S;o° SIZE BEND BEND BEND SIZE 45' 22.5' 1.25. I PUBLIC I PRIVATE ~ ~ ~ n,,,,,,, •0 '
1 RIGHT I PROPERTY 4 1,3 1,8 i.D 1,0 1.0 4 1,1 D.4 0.2 I OF WAY I
6 2.8 4.0 2.2 1,1 1.0 6 2.7 1.0 D.4 VALVE BO% - V, NOT IN CONTACT V
8 5.0 7,7 3.8 2.0 ].D 8 4,0 L5 0.6 WITH MAIN Z ~ Z ~ I _ _ OR VALVE Z Z V' 4' DIAMETER M6H STE z 12 11.3 16,0 8J 4.4 2.2 12 8.5 3.2 1.3 =~_-f __i il_ _ _ ~ ~ Z Z
PRECAST FLATTOP OC MAX. ~ 16 20.1 26,4 15.4 7.8 3.9 16 14,8 5.6 2.3 Ill~ll { ~ ~ W Q W MANHOLE - b 2D 31.1 44.4 24,0 12.3 6.2 / Z W
~ 'III , W W J 'm 24 45.2 64.0 J4.6 17,7 8.9 = ~ TAMPED BACH~ - ~ ~ - ~ AIR /VACUUM _ Q Ur ~ ~
VALVE, g E~ pp S R TYPE 'K' _ SEE PLAN FOR TYPE P R SANDD2D00 PSFISgL~EARING SOFT COPPER ~ ~ III METER TO BE _ U W Z ~
1" TEE & D~YT,~ I a BALL ~ J I = OTHERS BRICKS DR .I OTHER SOLID
VA 45' ~ - METER YOKE SUPPORT - (n PROP. PIPELI TAPPING GATE ~ ~ III- UNDER BOX -
SADDLE VALVE . _ i Q a ~ ' i- I ~ WATER O N N ;t. ~I;.. =1 II ~ MAIN dS ~ N ~ ~ ~
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M4®72"0. ~ sc? a3 EA. WAY o FITTING ROD MBEOMEN TYPICAL WATER STONE WASH ~ ,o = LL
OR PRE-CAST SIZE SIZE SERNCE DETAIL T GONG BASE ~6"x6" DRAIN W/ 0.5 CY STONE 4"-12" q6 30" TAMPED BACK L Z
WRAP WITH GEOTEXTILE FABRIC ~ ° I,~ ,I 14"-16" /j8 36" NOT TD SCALE
AIR VALVE NOTES: VALVE BO% DETAIL ~ NOT TO SCALE NOT TO SCALE a
J` 1) UNDISTURBEDLOARITN,H TO BE POURED AGAINST
2) ALL CONCRETE TO BE CLASS 30DD
3) INSTALL 12 MIL TO1AL THICKNESS POLYETHENE SHEET ~ STRADDLE BLOCK AROUND FITTING SECURE SHEET ENDS TO PREVENT Q INFILTRATION OF DIRT BETWEEN SHEET AND PIPE ~
FITTING PRIOR TO POURING THRUST BLOCKING 4) PROTECT MECHANICAL JOINT FOLLOWERS AND BOLTS
FROM CONCRETE WITH TEMPOARY FORMS AND ~ o ~ °d ~ °w ~ POLYETHENE SHEETNG SEE NOTE No. 3 $ ~ w p o ?
w ~ I z VARIES VARIES o a HYDRANT THRUST BLOCKING DETAILS
? PUMPER NOZ G w ° TD FACE STR NTS w ~ ~ r w w
18"X18"X6° AT 90' 0 'o ~ 'm ~ w ~ rc DEEP CONC PPp R O? V N N
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~ EXPANSION JOINT ~I V COMPACTED w V COMPACTED y~BACKFILL I ~
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6" ABC STONE '.iA X COMPACTED BACKFILL ~ ~
j % CONCRETE DRIVEWAY REPAIR DETAIL ~~~~'i~~~ ~y~~•~ y~T ~iY~~ ~~~j~~/~Yj,~~~
~ NDT TO SCA LE SHEET N0. & "ROADWAY" "ASPHALT DRIVEWAYS"
~ STANDARD PAVEMENT REPAIR DETAIL ZO NOT TO SCALE
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Lz" X.en.aT. g5v s n ~ EsuBUSxINO s~aTAnox : a w, Rrhed Slone min :v ~ ' APPLICATION ixE woN, NauD[s ssma[o vREPannnaa, uuNG, AERmmNC, szmMC AND uuLwluc of uy DISNReEp AREas, i ~ E
STAPLE; LIME SHAH BC Oa0MI11C ACAICIATUAAI LRWNO lINE910NE COXIAININC NOi LESS MAN rEN PERCENT MAGNESUM Q,, 1.5 ft THE AREA TO BE COVERED SHALL BE PROPERLY axle, ~p IBOD cu n/acre Y 22 e R d DT STd1E PREPARED, FERTILIZED AND SEEDED BEFORE THE INHE STAPLES SHALL BE MA~PFw OF WRE 0.091" rERia¢ER sxuL R[ srAXOARO WNMERau Paooua or lo-lo-lo .wart's. aLL rERnuzER s1aLL BE ~ p~ P DIAMEffR OR GREATfrR. U SHAPED PoTH LEGS pmvrn[D Ix BAGS eEARNC rNE MAUUFACruREe's WANE, nN cxwmu AXAlrss or THE Peopucr AAa w[ Q;e•' 0 ~ B Cy n E BLANKET IS APPLIED. WHEN 1HE BLANKET IS 6° IN LENGTH AND A 1 CROWN. SIZE AND CAUCE wElcxl Ir Nar usm IMMEDUiEtr ATma auvEmr, iNE rERmIZER slut BE sipRED IN A MANNm wxlcx wLL
UNROLLED, THE NETTING SHALL BE DN TOP AND THE OF STAPLES USED WILL VARY WITH SOIL CONDITIONS Nol auoWli ro XARaH oR xsipov Irs [Fr[cnvENESS. ' FIBERS IN CONTACT MATH THE SOIL OVER THE ENTIRE THE STAPLES SHALL BE DRIVEN VERTICALLY NTO ,
AREA. IN DITCHES, THE BLANKETS SHALL BE THE GROUND, SPACED APPROXIMATELY TWO ~2~ EaASS SEED sxau BE AN aPPAOVEO ulziuRE aas[o oN RFC4orva Arvo sEASOxu cowsaRanaes. Plmin a APPLIED IN THE DIRECTION OF THE FLOW OF WATER LINEAL YARDS APART, ON EACH SIDE, AND 000N s[m wuL eE " MMIMUU of NNEn PERaxi axD mE aAUNAnaN SXALL eE a MlumuM or E{cxrr-e>E V ~ Cross aecLion Pdtee hhrle "arnDY sTRBAY CHANNEL BUTTED SNUGLY AT ENDS AND S]DE AND STAPLED ° ROW IN THE CENTER ALTERNATELY SPACED vERCal. ME sEm usn SHALL aE A'aRnHED sEEp (ABEL.
I CROSS ~1 CTIDN ON SLOPES, THE BLANKETS SHALL BE APPLIED EITHER BETWEEN EACH SIDE, (60 STAPLES ON EACH xlnw sxaa cwssr pF DRY, vent raalx smAw, oar xar, axo OMER wlramE auo AvvpoNEO uAirRla. Z prJ Z E7101DBXC7 BT-PAp HORIZONTALLY OR VERTICALLY TO THE SLOPE, ENDS AND BLANKET) USE A COMMON ROW OF STAPLES ON PaEOAauION aE sEEDBEo g• ggpg gDPNBD SIDES SHALL BE BUTTED SNUGLY AND STAPLED I7 IS ADJOINING BLANKETS. lxE suRrAa sxw aE MADE waoix aro ma ro cRAOE, THE AREAS swLL BE PR[PpRm Br uEANS a ~ ? Z Z
per" 2l" OreNill R° all TOP Dy oeY NOT NECESSARY TD DIG CHECK SLOTS, ANCHOR DITCHES D9(NG ro A Arluuu DEPM a ixREE NcxES. dsNPic Axo doss-DISNNC, xARROmxc, oR O1NEN AroAOSED Z _ settled min` for eettlemenl d dY SKNE OR BURY ENDS DF BLANKETS MEMOps a mEPapamN, sxaLL BE Canrvu[D uxnt a mIAeLE aNd txoAOUaa_r PuLVERaED MAEE-Nat DErr ~ W Q } ' lap \ \ .P~, SCEGBED H OAIMIEO, CARE SHALL B[ EXERCISED IN PREPARAnON C6 $EC09E05 ON SLOPES ro NEEP 1005E SOIL
J"~'1/ MATERIAL; ROLL SIZE; M Pua RAMEA iNPN PEP11n II r0 ACW WLAIE Ai RIE FOCI ? 1M SLOPE, Sm0BE0 SxpLL BE APPROVBp ~ W J LJ•I 4 min G~x" ~ THE EXCELSIOR BLANKET SHALL CONSIST OF A WIDTH......~46 INCHESt 1 INCH PMOe ra PLANnxc ruE SEED. mlcR ro nc usi vuACF wcaanoN. LLME ANO 4Rn[QEA sxaLL BE BROaocasi 1 J/a/\/ ~ I'D ~ '"~i, LENGTH......,' )O FEET AVERAGE 1111x AN APPROVED SPREADER 0\ER 111E SEEOBm51N ALCpiDANCF WrH n# APPROPAIAIE SCNEdIIC. ~ L `21 dde ~ y I MACHINE PRODUCED MAT OF CURLED WOOD WEIGHT OF ROLL..~7B LBSt iD% rz Wy ep0 Ar R iH[ SLEDBEOS HAVC BEEN PREPARED ANO APPR0140 BY ME ENCMEEA niE NIx1URE OF CRASS SEED, AS ~ Q AA,
6 (t elope maN EXCELSIOR OF 80~ SIX INCH DR LONGER FIBER SPECRim, SHALL BE SONED BY MEANS a AN APPAOYFO SEEDER At THE A?PROPAIAlE RATE, THE SEED WORNED S meN fRl Filtdr ~ ~i x Et'-pain LENGTH WITH CONSISTENT THICKNESS AND THE SQUARE YARDS PER ROLL.80 AVG Mro nN Silt r0 A aPM pF AwROZpA¢Lr ow[ xpv :xcH Axo r x PA Q ~ ~ [a~~.A :I dde elope R' bolo. XA ~ eL153 B FIBER ~YENLY DISTRIBUTED OVER THE ENTIRE ROLLER oR oMER APPROxo EauIPMEUi, xE cfM ciEO Br M[aNS a A CuLnvadER - Z Z (r7
\0~, mm Nelurial sealed lop cROm~m 910AB AREA OF THE BLANKET. I ground at dam DITCH LINER ESiAeusHNC reNPORanr vEaunaN V W Q .rNa4 r THE TOP SIDE OF EACH BLANKET SHALL BE Slp les will ra rtuPOanpr sFEdxc a DErvwm vAEAS MAl NLL Nol az erroucNl rD FNU uRen[ roe a PERIOD or Mors[ Q J d ~t COVERED WITH A PHOTOOEGRAOABLE EXTRUDED P rxAN Jo wmxMG pan But LESS nrAN onE YEAR sxuL aE N AaDROAANx mrx n1E vREMaus sPEancanaxs
m n STONE SECTfDN PLASTIC MESH. THE BLANKET SHALL BE MADE aPRe4r u+o ME Fauax+rvc APPRaIaArE mMPORAPY sEmxc scHEDULF. iEMP~apr sEEDluc scxEOULES FOR wE (n ' SMOLDER RESISTANT WITHOUT THE USE OF a 5 on Rmuont AREAS aRE As muaMS: N I, Steps section CHEMICAL ADDITIVES. dice. '
' APPLICAnpN RATES (LB7AC) TEMPORARY ROCK CHECK DAM SLOPE INSrqugnoN ~ ~EOicEO rzos srs[c¢s 9FE0 wean°-~ uNESroNiAU Q °a ~
TEMPORARY SEDIMENT TRAP De! a aDmmDm raw ar JAN, _ MAY, RYEd7AN AHNDaL 12D J5p mDa ~ ~ N; g . Ur 2 l0 15-Inch alone (N.C. Dapartmenl d TrADepmtpNpn dap A p staples on adjoining LESPEam (NOeE) sD ~ m ~ blankets. Use 4 staples across al {he start MAV I - Auc Is aAMAN MRLEl a rsD ckp B eroalan ponlrol star). of each roll and continue to Auc Is -DEC 5p RYECxam ,io loop ~g Z U ~ o ~
.Rey file rlone iMa the ditch banks end extend n beyaad tM abnlmrb a G5 staple thruoul the length of J ~ Z ~ ~ ? mlNmum d IA kphp to etdd Neahoula from oTerNn arallnd Ills dam. Z the tall of 4 tt inlenrols. ES'fAmisHMC PERMax[Nl vEalancN J a F ~ „ a.
° F ~ In areas with high water veloolty TME P[RUpxEHr sEEpwc or vENUOm AREAS waL eE PERFORNED pMIN JD xaRNNC DArs aR 12o caLErvoAR ,a i CUNSTRIRTipN 9PBCIPICATIONS COnSf,I'UCf.IOn 1. Pkce dorm to the ]fnr and dNnenaione ehoNn in the plan on t fdtp febHc Q sto les should be on 2 foot centers. pArs umR FMU cppDE Is REacx[p ANO sxuL BF rx aaopoaNa mrx INE PREWas sPEamanorvs AuD ME o Z ? foundation. g P aLOMNC APPAONiIAiE PERYANENI SEEDING SGEOULE. J p ~ ~ ecificaiions LOW NAINiENANa AREAS ARC MOWED NFAEOUCNRY OR NOi Al ALl AND DO NOi IIEaIAB LINE AND fERTIIIZER aN 5 ~ = v % 3 I) CLeAR, CROB, ANp BTR@ THE AREA UNDBR 7Ti6 ldB7ANEYENT OP ply p Rrp the eeokr alone eptir al )coat 9 Irhp Mln neturol Q~ A AEWLAR BASIS SUCx AREAS MAY INCLUDE BLEEP SLOPES, 51REAN CR CHANNEL AANNS AND URLIn
VCCETATION AND ROOT NAR. RPNOYE ALL 9IIAPACP 90D, CONTAmpG gNOnd kvel DS! 4 staples across of the 9tOft p EASEA£NiS. O ~ U, Q ' NIDR AvouwTS OP DIN,Amc NA77ER AND 870CRPR8 DR DlswsP oR IT Nhere the dam ebMLn the channel Make. of each roll and cont'mue to q pPPUCnnox aArES (te/ac) PROPERTY. HAUL AIL OBBCIIONABIE NATCPoa TO THE pBmCNATEU A. Cdend der BL legal I.S n be and lh! ditch Make to atOple thrUOUt the length 0( `a SEEONG NIxNAE GENRE SLOPES STEEP ACRCS ~ 'd = ~
DI9Pp5AL AREA, Y MD the roll Gt 6 It intervals. c~ raLL RscuE m Ipp p werRoN Hater from uoderculdug the dam r it p-satin Lhe chaorl. W s[Rlaa LFSPEOEZA To 30 (u5E aN-r mJSGRInm SEED AFrER AVG Is) Z i E) CNSIIRE THAT Plly MATERIAL !OR TX8 BYBANNImM m PR86 OP ROOTS, 1f 1 NOB[ LESV[pEZA 10 10
NODDY VBCLTAHm1, ORCANm YATI7NL ANO OT1mR OBBCnONABIS n{dlnl,enBnDQ ~he!Qp~Ct CMek dame Nd CRannek 1M damage eTLp rah roooA eeepL ID-10-10 FEP11U2ER ,000 ;ppp _ MATERNL PLICB TN8 Nil. M WP19 flOi TO CRC%g0 B mCNBa Atlp entid to NNmerg¢nM and daprlHon eMTe the CMdt dam epd mrion tram AGAICm1VAAL LII,NBrONE 000 ppp MACHME COYPACr IT. OVBR PILL THE ENBANBNEMr B dCH@9 TO dg mrge immedulely 11 gig- ALLAN cop sLTT1eMEnT, high Ina around the e p d tM dam. Correct ell d
' DINCenI ProNan OCCma belWrn dartu, Ir1eE ! protecthe rlprep Rrr In Nel ADmnONAI Sill ANENO4EN15 veil a50 BE USED AS FdLOwS a) cm7smuLT THe oungr sernon m THE ENBANNIIEIR. PRO'rtL7 TN8 portion of the channel (prellir E.RI. 0.lprep-Wind erd peed ehenLlde). APPLICanoN RATES (LB/AC) CONNECTION BBTWBEN TRC mP-RAP AND TNB SDm PnOY PIPING 8Y NULLED aRMAN MILLET RYECRAIN Q
~i USB7p FmreR PAHRIC OR A ImY11AY CNAPP 7R8NCX B8}RCeN THE Rm- RemaTe eedhnenl xcomUleled behind lM deem r peMed l0 preronl dam t r[B i5 - BERMUDACRA55 RAP SPNVCIVRE Alm THE BOIL.. l0 Ckemrd T ktioq elln the chenod to drehl U MAR 71 t8i rough the hone dracA dam, MAR 71 - MAr I rs AD
i • PUCB TNB PmTmi PABRIC BETNBP,N TIm PJP-RAP cad prexrl Ipge no.a from CArryiOg eedknenl war tM dam, Add afoot to AO AHD BOIL dtBND m@ PaBmC ACXD35 TNS demo as eetded to meloloin dedgn hdght eM crop action. aux[lU ~ is Is 'pp (n SPIIyWAY POUXDATNN AND 91D~ TO H1C TOP OP NAG 15 - OCr 25 AO THR pANI OR OCi 2a - FEB IS AD
HGH MAINTENANa AgfAS ARC N01ME fREDLEXiLY, Wm, AND FERnLIZEp AFWLARLY, ANO EITHER AEGEIK IN1EN~ • EACAVATB A ABYIIAY 7R@NCN ALONG TNB C>flITBININE a5F pR REWIRE MAMn:NANa i0 AN AESMEUC SrANDARO. SUCH AREAS uar MCLUOE AiHIETC FIELDS, ROME Q OR TNC 9PIILNAY 1'OUNDAf10N EXT8NDING UP iN@ urMS, vATAS, aCx0a5, CxWaES, ANO RECAEAn ONAL aREAS.
mDtl 79 THE NmaX7 OP THE DAN, nm TRBNCN aPVUCA11pv RATES (LD/AC) Q sIlOUTA B8 AT ]EAST B fCFT CBEP ANp 2 PBEf mpE SEmING MIXNRE: FEB I - MAA 71 MpR a1 -AUC 20 ' mTH I'.1 mpE BIAPEB. AUC 20 - CCi E5 WC 20 - RB t
BLFND D< 5 OR MORE ipp-i1PE 1ALL FESCUES ZCD-P50 / CLEAR Tim POND ARE1 BBIAW TN8 BIEtATION OP THE CREST OT THE Pipe OuLIBL LO PBt Agee - KOBE tESPEDEZA NO ~ oa ~ ~ J ~ F SPp,LWAY TO PAQLRATC 5®MCNT GLCAXOUT. tp-10-10 FFRnLIZER IOOp 1000 N m W O m No Well-defined Channel AaRILULnRU uursroNF ADaa groo
' 6) ALL CUP ANO PRL SIAPE3 SHOULD BE 2:1 OR PLATTER. MmOCENtiO BE aPPLIEO AUG N-rC8 1 dlLh qp w U Z i a) BNSJAE THAT TN@ 3NNE (DPAPIACn 9ErnON aF TNC OIBANCImNT AAa T- 2 2 2 MULCMMG CI y A aONdVY BRITON WmTX OT 3 PELT AND MAYJYUN 9108 81APE9 OP Mo A ~1 ~ ~ I POUWS PFR ACRE 10 aL SEEOm AREAS. MUlCl1 SHALL BE APPIIm UNRCAALY M1NWr aWPS OA 9UNCNES OF F m O W
Mmal SHaL BE NHEA1 OA OAi Smaw, OR PEANUT OR GRASS NAY, ANO SXALL BE APREO Ai nlE RATE Or 1000 Q 1'.1 T9pT LEIEXD fA THE BOTIOY OP THB 9PIWNAY 98CTIOR MAIEPoa. MACH SxAIL BC WPUED pMFdIA7ELY uiFR 5m01NC AND PRFFERPBLY ON nlE SANE NVRANG DAY U Z W ) i) CONSTpUCT 7N8 MINrUN IO7mFm0 8TON6 ePRyNAY BOTIUN WipTfl, pg rNAr IN[ SELECTED AREA IS BEmm, ANCHOR SiRAw BY rAfl(ING Nn1 ASPNai, AONNC, OR NCirINO BY fRaAPINC W U Z Y WJ W
9flOMN ON TH6 PIAN9, LIRA ~1 97DE SLOPES @BTEXDDIC TO THE TOP .6 mtH A MULCH ANCHOMNG t00L. ON STEEP SLOPES, USE A PULL d5n NNtAOW BEi 50 li ALL NOr COVER n1f O 4w- N Q W Q ~ OP T7m OVCR flIA,60 BNBrNI~Tf, X6NP TH@ THILT(N6A9 OP Tim MIACH. 910E3 OP THE SPALNAY OUTLET 9TRUCTNm M p YINIYUY OF 2l L__ NORTH AMERICAN GREEN C125 d o 0 o u of N I INCN@9. TN8 WE1R NU3f BE IEVLL ANO CON9IRUCEBp TD GRADE TO OR EQUAL fOR TEMPORARY LINING MaMmNAUa Axo REYEdNG
ASBURC DPBmN CAPACITf. PkV THE CONiRAC10R BHALL MMNTNN ALL AEDCD AREAS UNm ACCEPTANCE W ME MORN, BY WAiFAING, NOpINC, AHD > NEEmNC ANY AREAS NHICX GAIL N 910W A 5An5rACiaiY $111N, FOA ANY REASON NNAraOEVER, SHALL BE m e) NATCPoAL U8m BI 91m STORE 9ECROX SHOULD BE A 1161L-GRIDLD M TYPICAL DTDH SEDTDR REIREAIEO rOlIOwNG n1E GRaaSNC PROCmUR[ SPEallEO NEREN, DANAa, RESV.iNG FROM EROSION, GULLIES,
' Np'NRE OR S10NC WTTN A Db0 BI88 OF BO paIE9 (CL089 B EAOBION WASHWis, di OMER CAUSES PRIOR r0 ACC[PTANCF, SHALL BE REPAIRED BY RCFRUNO mni iWShc AND CONTROL 6TONE m pHCONN[RIDED AXO A NAILIIUN 9TON6 91LE OF 14 STS- AEmfAIEp FOLLOWNC nlE GAAASNG PROCmURE SPEarIED NFAEM, mCN6T, TILE 3NN6 NAY BE W PIACBD AND THE SNALLER
I SIONE9 IORImD ENID THE VOIDS OP TH8 LARCBR 9TOI1@9. Tlm 91DN8 Z ' SHOULD BC NAFD, ANCULIR, AND IDCNLY WEATHCR-AC91BrANT _ - n p :d: _ _
~ BN9UR8 TINT TH6 SPONB SPIILNAT DVILyT'86rnON 81:7'@703 Section AA hleeket XOT6 a DONRSIImAY PA3f TN¢ TOE DP 4NC CYBANp~7 llNTd, STABLE U CONpHON3 ARE RBACImD 1N0 DUTIEf V}dOmry I9 ACL'8P7'ABIE POR L V u the l p p N
TNa RCCBNpG 8TR¢aM. NEB THE EDGIS OF TXe S70NE OVTId} mgW d the H n w I sgcnox nusx Nrnl THE suRROUwmnc cpoupD AXD sxAPE THP CfiTER Pipe Outlet to Well-deuced Myron TEMPORARY SEEDING SPECIFICATIONS ~ TO CONflNB TAE OUTPIAW STREAM. ChaRpel E, d•IA Ump tk mollnom
' rkne diameter but oat lam FOR THE PIEDMONT I. 10) DmC47 ENEpI6NCf BYPA86 f0 XATURAy STABLE AREAT LOCALE Nee A'. AppllwllCn Rvir (m/vt) BYPASS OUTLETS 90 THAT PLON NRL NOT DANAGB TN8 9IDANNYPM~ RacammMdM SpetieM
9. le a NelHde(uetl sherd p- Sewding Doles Seed ID-10-10 Agriculurel Straw F II II) bTABINEE RN8 CImAN1adENT AND AW. D19TUpBCD ARBr ABO\m iNE tend UN epTr W r Ne oMnrl FerEillaee Llmeslone Q SEmNBMI POOL AND OOWNSTREAN FROH TN6 TROP INNEpIA1ELY AFTBR A Nnln to r elerNlm d B CONSTTIVCTgN. Low the IrXklrr WRNekr WhIM Wneot 120 0
YAdTBNANCE depth or to the lop of the brk, ,bo, I -May 1 Annud Lespedeza 50 750 7,000 4,000 ~ ~ sNeAem ie ten, (NOhe) ~ w _ ~ a a IN3PECf TnNPORV.T 58pp1Q1T TRAPS APfpe GCH P8Rm0 pP mCNmICAMT p. A ANe bleeM or mtN flhrk Mvy I -Aug. 15 German Millet qp 750 y~ppp 4,000 ¢
RNNFALL RCNOYE SBDiYBM AND R89TORg THE TRAP f0 RS ORIGINAL p~ should be WGRed heMem DOIENmON9 WHBN TH8 aEDDmNT HA9 ACCIlYUU78D TO ONC-HAIf THE DESIGN the ripmp eM mB Iwodalke.
pE9IGN RLD m9PWAL ARCA ANp ACPWCE THECDNTAMDRATrDPAPPTO TNB Aug. 15 - px. JO Ryegrvin 120 1,000 q~ppp I CMY&L RACING. 2,000 CN8C8 THE SmULTUPE PoR pANACE PIIOY 6ROmON OR PMRC. IA Z
P8mO01CALLY aiBCN TH6 06PiN OP TXB BPDLWAT Wl TN9mm R 19 A O IrINpNN OF Ea F62'T B81A1 THE IAN POINT aP TNC EImAx'NYBNT. IYH601AT9,Y FDL PAY 9E777.P1.ICNT OF TNg EYBANXYCXT TO mACNTLY ABOVE
D&mCN apAOE, ANY RIP-RAP dSPWCW PpON Tim SPELLMAY NUSf BE F•, RCPLACID 1MN®ll.TELY. U AFTCA AN, 88DIYBNT-PRODUCING ARG9 NAYS BLEN PERYAN&TLY ~~.f_ Seetiap M w
i 9TABIL2Am, RANOft TH8 SIfMTURE AND AIL UNeTABLE ~DINENT 9YW7N - filer Z THE AACA TO RLEXD MITH TNC ADa01NMC ARLAB AND 9TABIWEE PROPBALY bWket
Z ~ J_
~ Q RIP RAP OUTLET PROTECTION EROSION coNTROI PROCEDURE ~ w ~
I CaRpaded \ 2 I ~ W sot m N.T.$, The contractor shall conform fo all requirements of the soil Q Z 0
sedimenlolion and erosion control laws and regulations of the ~ - ~ o I¢'mh ? State of North Carolina w established and enforced by the
I -\~%:~,\~RM R/P RAP PLACED AROUND Land Duality Section of the Nprih Caralino Deparlmenl of 6' Ipiod ~+r ~wAZCv~?T~L<u', ('i. PIPE 1N1fT Natural Resources and Community Development These require- w ~
meals shall include but not be Nmiled to the following: ~ I ~ F!C TER ' 8 Y, CCASS A" STOVE 1. All denuded areas are to be seeded and stabilized O Q Z R/P RAP within IS days of completion of any phase of grading. 3 O
~009iNCIlOH h RroN ood propplF dspEx d o~ Imp hinds duaps, and dhr WjNilmldle 'WM' Should contlRlons exist unfavorable for seeding or other $f1eC1fIWI~l011S rlsld intended ground cover, mulch and tack applica{lon as Z J
g Z. Bra Thal De mHndn aolMmdtd aar scalpA mEdL aV drsign requio- 2 x'67 FILTER S70NE specified below will be required. 3 J Z 0 meals ~ i 0 p ~ 0 ~ 2. Disturbed areas shall 6e seeded of a rate of 150 ounds Q ~o - 0 0 R,CP W P O O per Acre, type depending upon seasonal limitations; lime ~ ~ ~ S Emure Wal Ue lap d the She's sd keB al any pohl Ihm Ne dp'gD dew- p W ~ ~ Q R, C.P. at the rote of 400D pounds per acre and fertllizer(Type Q
' I'Nn pks We spesilird sellkmsl. ~ t 0 0 pe _ ' ~ 0 0 ¢ ~ ~ ~ 10-10 10) of the rate of IODO pounds per acre. The I- 0 9. PraNds mlfiakDl room sauoh dlWbms la pemA mxNne rapadrg aril 0 r seeded area shall be mulched to a minimum of 75% ground (n ~
dearlaul. 0 ,'y{~aG~,_ 0 0 ~ 5 V I e ~ T'""""'" ^ 1 r ° 1~ . 0 ~ cover and tacked with emulsflad as hplt of the role of 7 P 50 I W i age al Me rvJge immedhtely ells rmslrualim, Nlep it Mfil remd~ h tit ~'m~r! - - gallons per acre.
' dine hg thin 70 milky days, ~'r7r1' 3. All erosion control im r v m n p o e e Is shall be malntoined, repaired I 0 M9~p n I5 once and k w k al km a apt Orkin until aces lance of ro' ct.
Spdms mm a n 9 sP Ae! a d P ps aM r' P le Y ese po f~ y 1d.ImRNiDlr SECTION PLAN O ~ ly rempW sedment Iran the fan am roil rrypi the dnddm ddga. CamN- ly dom. collets roil mdN tinily repaka m neded. IWm Ile arm prokdel is W
permm~ly sidEad, remove Ih¢ rNge ma be ahomd to kkM MRh tpe X solurd gourd kml and appropdoldy slohRie N. RIP O
~ RAP DONUT I w~
TEMPORARY EARTH BERM INLET PROTECTION
N T S N LS SHEET N0.
u 21
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OF 21

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• TDP 18 RCP=5023 INV.18'RCP o F~ ---------v---~~--- Q °a~ ~ I ~ Z STOPPED UP = 501,0 ~ ~ m TDP 15 RCPDPPED 9UP ~ U. S. HIGHWAY 1 5 ~ Z ~ ~ N N d n~~
(n ~ i I TELEPHONE ~ ~ INV. 16 _ (q ~ i u ~ _ ~omz F _ 38+ 39+ 0 ~ 4 +00 41+00 PEDESTAL +00 43+00~ 44+00 ~ 45+00 46+00 47+ 0 d8~~05D'~/ 49+00 50+00 51+00 II 52+00 F J a Z ~ ~ d
WQ -w~=-- - -F -~EO_FO-~F~=F=~Fa=--FO ~D-- Fs~fA-_ _ _ _ _ _ _ - -r. _ - ~+a-~a=-~a=-~----~a_=moo= o-F o _ a-~a=--Da=--~a=-~a-- W o z ~ ~o
JZ ~ ~ ih li ~i 8x6 TEE 4~ RAILROAD- -----T Z ~ e ~ HOUSE NUMBER 6" CV B STA. 41+50 STREET SICN o PROP, 8" WATERLINE ~ L ~ 8"x6" TEE INV. 15" RCP = 509.9' J ~ ~ ~ x 3
FO MARKER ~ rc SIGN ~ CROSSING TELEPHONE STOP STREET SIGN o t~ J _ ~ coo 6" HYDRANT B" GV k B LANDFILL SIGN SIGN - B" GV & B AT CONC. HEAD WAtL Z U Z I PEDESTAL SIGN FO MARKER 6" HYDRANT Z ~
~Q ~ 1 ~Q 1 Q V TELEPHONE ~ Q tJ Z
~ PEDesTAL SOUTHERN RAILROAD 80 RAW ~ I-
O ~ - 0 Q
W I LEGEND I ~
I ~ EX. ROAD SICN I VI EX. POWER POLE I I " w J ~
~ EX, GUY i Q Q 9935 9116 J 9403 I 9624 ~
PROP, FIRE HYDRANT ASSEMI6LY Y ~ EX. LIGHT POST (1.D5A) ~ I ~
I o EX. POST I I ~ I mN~w~"o
I -x - EX. FENCE I 1 ~ ~ I I I w u - ~I ~ EX, TREE I o
®INLET PROTECTION ~ w 8 z
I ~ DULCET PROTECTION a~ m~ w a rc I I ~ ROCK CHECK DAM a o 0 o u ti N
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d i ~ L, PEDESTAL - . 61 63 - - - ~ Q O Q V Z 8" x 6° TEE PROP. 8" WATERLINE ° MAILBOX Q U ~ > z ~ ~ ~ Q _ _ Q AX ~OI i GUY POLE
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Q ~l I I I J Otf ~NSS~ ~ 69+DO ~ i - - - ~1 _ _ I ~ 0 f F P 70+00 i t I ~ Q] J a z~~ a
F = F _ _ ~a_ _ _ iL=~F -__Fa _ _ 7 b0 74 ~ HIGHWAY ~ 5 - - ~ - - _ _ N W W ° Z ~o r ? Z Q -awl- - MAILBOX - - _ - - ED_ +00 75+00 76+00 - - - ~ W ° ~ ~ v 3
MAILBOX (2) ~w - - _ - -
J Z FO MARKER MAILBOX RAILROAD - - _ _ - -IL .f4_--FO- FO--_F~_- 77+DO \ 78+D0 7 ~ Q ~ uv a 3 c~? CRDSSING ROP. 8" WATERLINE ~ ~ - _ _ 9+00 _ ~ SIGN - - - ~ FD-FO_ _ 80+00 = F 5'GN TELEPHONE F =i ~ _ - _ _ ~a _ _ 81+00 ~ ~
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-ur I 2 - 8" 46' BENDS TYP, A.-_ H ~uv ~-Y---- ~'T~ ~ J ~ ~
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Q PROP, 8" WATERLINE ~ -~,FD-r. 88 00 89+ 0 FD ~ ~~-FO•~--F _ ~ , d~ 6 ~ - _ - _ _ _ Hi V ' ` ~ - Q- ~-FD-~-FD-~F0' 0-~`-F0' - ~F ~ NUS-15 _ ,F NO DITCH ~ n _ ~ F~ SF g A 92+50 . ~ ~ Z Q
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8" x 6" TEE SICN ~ h--r--- - - W Q 6" GV $ B TV BOX ~ ~ ~ ~f4'I~'QQ O O J
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.n 1 - 530.4 u - !L r STR T ' O -
FO MARKER SIGNS (2) - ,r ~ - \ -_,,_~,WA]E6 41NE TQ~D_U190EA- D (TI ~ ° w t ~ N W J ~ TELEPHONE X~ ~ / - EXISIINC PIPF W1TH 1'-5" ~ J ~ ~ - - ' MIN, CLEARANCE ~ ~ z U
n PEDESTAL - \ ~ J a Z m m? O J On a ~ 1599 XiX ~ r ~ i" ~ ZD
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O ~ ~ ~ \ ~ti ITl x ~-`i - ~ ~ O H
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p - M S N ~D I
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TELEPHONE 6" GV ~ B ~ = Z TELEPHONE 6" HYDRANT ~ TELEPHONE 1 I O D PEDESTAL PEOESTAL w ~ PEDESTAL I 6" HYDRANT VI O
O 4343 ~ ~ PEOESTAL w INV. 24" RCP w > w ¢ O Z (7 N =506,7' a? 2395 ~o u 3504 3781 N 49D0 4D25 ~ W J ~ LO
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1 ~ \ W F- ~ ° N (n N N PROP. 8° WATERLINE II INV, "RCP INV, 15' RCP Q ~ ~ N F ' N F O
II _=5fos' - o U. S. HIGHWAY 15 ~ WQ ~ Q O ZD , -~10.9~--~ $ INV. 15 RCP a ~ _ _ _ _ _ _ - - r" ~ ~ 3 +
= 509,9' Q 6881 --1 ~ Z ~ - N / INV 15" RCP 6433 / 6fi 1 / T J F Z J N
o ~ "P = SDS.r ~I 5 ~ , I 3 J mN ~ a 1 I I hV-O H> Q
I 5na 6216 / EXIS'6V~ ~PlE$AND Q V O J ~ ~ EXISTING WETLAND I I I I ~ ~
~ ~ Q ~ WATER LINE TO GO UNDER ~ ~ ~ ~ ~ fA T EXISTING PIPE WITH 1'-6" O I
m O MIN, CLEARANCE ~ ~ - ~ ~
~ I I I I r- - _ ~ - _ , O a I I I I I li
X a - _ ~ I O
U / I-_-"~--~J
I I I I I K
d I I I I I I I S~eT No. I
i l 1 6
GF 21

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4147 I I ~ Vr , ~ I 4360 4473 4692 I I I Z Z Z ~
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Q Z ~ INV. 15" RCP PEDESTAL > w I COLUMN(SO) I w STA. 166+47 w T (n a O ~ = 499,5' TV BDX a ~ INV. 15" RCP ~o a I Q o I B x 8 TEE a ~ ~ W ~'I Q v ~ co
(n F u a HEDGE I 6" GV dt B ° ~ I RIP-RAP n W o N- ~ ~ = 497.2' ~ -R= ROW Z a w 6" HYDRANT w ~ I LINED AREA ~ VI CCS ~ a m .3t
W Q - - _ ~ I INV. 15" RCP orc TV BOX a Q INV. 15" RCP a a ° q r ~ ~ u o° 5359 I 2- 8" z u Z~ _ _ _ _ 498.D =499.4' ~ ~ w 45'BENDS QZ ~ J aZ~~z Z - _E - _ INV. 15" RCP ~TEIEPHONE w J ~ .~~a
J _ ~ - - =498.0' 1156 a / PEDESTAL >w F-Q + -PI -F ~ ~ ~ INV. 15" RCP q 2816 ~ F W o o r. ~ ° J-`~M 1 ~,~5 II -"~'~-E uo = 491.9' ~ 3 =F I U. S. HIGHWAY _ - ~
UZ V. 15"RCP m ~ i - _ -c-- ~ - - ~ "~v3 ~ \ ~x"x O 4997__ - °o INV. 15" RCP _t=~~- ~ W Q 3 - - _ _ - 4923' ,N-.'x.•; LNV.,19" RCP _ - _ ~ Q ~ ~ a
Q U INV. 15" RCP - - ~ o INV. 15" RCP I _ Z ~ z a INV. 15" RCP - - Y P "WATER INE ~ 1 I V I Z
= 497.6' = 497, 2~ ~ ~ _ - - _ _ ,=_498. D' PRO : 8 L INV. 15" RCP ~ I I I 171+ 1T}{7~-- ~ F ~ Q.' . - - - - _ _ _ = 499.6' o INV. 15" RCP INV. 15" RCP O I I u3o I ~ ' - _ _ =as7.s'_ - ~ INV. 1s' RcP ~U 0 ~
~ I 1A1~Rd` E TO GO UNDER - _ = 494. C' _ ~ = 492,0' i~ I I, EXISr~Nc'"' ~TM 1'-6" - - - - - Q U ~
.MIN CLEd - - - WATER UNE TO GO UNDER Q _ _ P 1,- , TELEPHONE - ERIBTING PI E VATH 6
MIN. CLEARANCE PEDESTAL O I i TIN LL XS G _
II I I I I LEGEND `u~~nal~~~ > I I I 4 EX. ROAD SIGN - r
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I I I I I I ¢ EX. LIGHT POST W F a a~°
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ROCK CHECK DAM
TEMPORARY SILT FENCE EXCELSIOR MATTING o
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W I US-15 I 2 - B" 45' BENDS I 8" z 6" TEE ~ ~ W 6" CV h 8 > ~ ° INV, 12" RCP ITPEDESOTAL o l I ~ ~ W Q r• ~ S~ICN NOTE: WATERLINE TO BE I 6" HYDRANT I o I N BOX 1690 ° j = 4993' ~ w NCDOT TOP 15" CMP INV. 15° CMP W Q f" ~
RESTRAINED JOINT D.LP. FROM a 14V. 12" RCP ~ ti 4 > ECM = 498.2' ~ ~ Z VI w .o TELEPHONE F INV. 15" RCP e~ 4 9.1 ~ STA. 171+BD 70 STA. 173+80 > w w UGFV = 498.8' 1NV, 12" RCP r -
Q pglg INV. 12" RCP a> INV. 15" RCP a PEDESTAL w = 500.5' STREET ~ f" O 496,4' INV. 12" RCP as = 498.6' ~ BOX a SIGN O - = 4975' N ~ Q" ~ _ ---~-~E - ~--P-L3 = 495.6' coo u _ _ --P-p_= p - ~ - - W
_ _ - - I- O ! L~ Q u~ - _ r--E - ~ _ - W ~ I I 3D, 174+Oq 1 115+gp - - - 183+ ~ O ~ t
'i I I a i i A I F n
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o U ~ _ __-'-0.' - INV. 15"CMP J ~ ~ - f-O I INV. a2°RCP=a7er i =asz5' =F o Q U AT CONC. HEADWALL Z ~ N
I U F- ~ -~~x~srlNr I I H O ~ Z
NL~~ANG I I 9526 9734 I 9845 I Q U I Q O 9231 I 9338
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D I 1 SHEET N0.
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191+00 u;
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Zr 188+00 1 189+100 0 - - o --
Z
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_ - - T, WATERLINE TO GO
UNDER EXISTING
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ZD MIN. CLEARANCE I
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O POST PEDESTAL TELEPHONE = 474.8' z TELEPHONE v INV. 15" RCP a rnOST a > m 1 a ? -
a NO DITCH PEDESTAL U = 474.6 o PEDESTAL I = 476.0' TV BOX o - 474.9' - - a �o u o RCP = -� 8" x 6" TEE N Z
Q - `L - - - - - U - - - - - - - - - - - - -
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INV. 15" RCP - --T Z
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v T4 e"'1 472.3' = 475.3' ENCASEMENT WITH 8" = 468.1' = 468.2' W Q N
E F INV 15" RCP SEWER FORCE MAIN I D201 INV. 15" RCP _ W +
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W -- -- -- INV 18" R8C9 FORCEMAiR NQ
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