20071192 Ver 2_Application_20080128

INC.
MCDAVID ASSOCIATES INC.
Engineers • Planners • Land Surveyors
CORPORATE OFFICE
[phone] • Fax [phone]
E-mail: [e-mail]
3714 N. Main Street • P.O. Drawer 49
Farmville, NC 27828
January 28, 2008
NC Department of Enviroment and Natural Resources
Division of Water Quality
401 Wetland Unit
1650 Mail Service Center
Raleigh, NC 27699-1650
Attn: Mrs. Cyndi Karoly
GOLDSBORO OFFICE
[phone] • Fax [phone]
E-mail: maigoldC~mcdavid-inc.com
109 E. Walnut Street • P.O. Box 1776
Goldsboro, NC 27533
O r(- < < ~ oil l~ ~
Q~~~oa~D
JAN 2 8 2008
DENR . WATEk QUALITY
WETLANDS AND STDRNM+ATEk P~iTAIV~~
Subject: 401 General Water Quality
Certitication/Buffer Rules
Permit Request
Contract No. 5 -Water Transmission
Line, BPS and Controls
Greene County Alternative Water Supply
County of Greene
Dear Ms. Karoly:
In reference to the subject project, please find enclosed the following:
One (1) set of the following plan excerpts:
A. Index map Sheet No. 2, 2.1, 2.2 and 2.3 and creek crossing plan drawings from Plans
(G-796 Green) for the subject contract.
B. Standard Drawing SD 70010 which shows typical erosion and sedimentation control
for ditch, stream, creek and river crossings installed by open cut.
2. Seven (7) coipes of the signed permit forms.
3. Copy of letter from DWQ regional office removing buffers from some crossings.
4. Copy of stream crossing summary sheet.
5. Copy of letter to US Army Corps of Engineers.
This project consists of constructing 16.6 miles of 8"-16" potable water transmission mains from
Farmville to Greene County. Creek Crossings installedby horizontal directional drilling will have six
(6) feet minimum bury depth. Ditch crossing installedby open cut will have four (4) feet minimum bury
depth. We are not aware 0f any wetlands that will be open cut by this project.
D805I30008 1 1:53 PM
G RL' LNE-CO-0S-W SI-DW A401-P ERM-RCQ-080125-00 Lwpd 080125

Please find enclosed MAI Check No. 023033 in the amount of $200.00 for 401 permit. Request
permit or permit waiver at your earliest convenience.
Sincerely,
McDavid Assosicates, Inc.

Bradley C. Gillam, P.E.
Farmville Office
BCG:bbr
Enclosures
cc: Don Davenport, Greene County
D805BCG08 2
GREENE-CO-OS-WSI-DWA401-PERM-REQ-080125-OOl .wpd
iNC PM
080125

INC.
MCDAVID ASSOCIATES INC.
Engineers • Planners • Land Surveyors
CORPORATE OFFICE
[phone] • Fax [phone]
E-mail: [e-mail]
3714 N. Main Street • P.O. Drawer 49
Farmville, NC 27828
January 25, 2008
US Army Corps of Engineers
Washington Regulatory Field Office
P.O. Box 1000
Washington, NC 27889-1000
Attn: Josh Pelitier
Subject:
Dear Mr. Pelitier:
GOLDSBORO OFFICE
[phone] • Fax [phone]
E-mail: [e-mail]
109 E. Walnut Street • P.O. Box 1776
Goldsboro, NC 27533
CE 404 Permit Request
Contract No. 5 -Water Transmission
Line, BPS and Controls
Greene County Alternative Water
Supply
County of Greene
In reference to the subject project, please find enclosed the following:
One (1) set of the following plan excerpts:
A. Index map Sheet No. 2, 2.1, 2.2 and 2.3 and creek crossing plan drawings from plans
(MAI G-796 Green) for the subject contract.
B. Standard Drawing SD 70010 which shows typical erosion and sedimentation control
for ditch, stream, creels and river crossing installed by open cut.
2. Two (2) copies of signed permit forn~s.
Two (2) copies of stream crossing summary sheet.
Request nationwide permit or permit waiver at your earliest convenience. Please advise if we
may further assist.
Sincerely,
McDavid Associates, Inc.
Bradley C. Gi11aIn, P.E.
Farmville Office
BCG/cep
Enclosures
cc: Don Davenport, Greene County
D805BCG08 1 12:49 PM
GREENE-CO-OS-W SI-CNS-CE404-PERMIT-REQ-080125-001. WPD 080125

Office Use Only: Form Version March OS
USACE Action ID No. DWQ No. ~ '( ~ I ~ 2 1r 2
~~~ any parncuiar item is not appircaoie to this project, please enter "Not Applicable" or "N/A".)
I.
Processing
Check all of the approval(s) requested for this project:
X Section 404 Permit X Riparian or Watershed Buffer Rules
^ Section 10 Permit ^ Isolated Wetland Permit from DWQ
X 401 Water Quality Certification ^ Express 401 Water Quality Certification
II.
2. Nationwide, Regional. or General Permit Number(s) Requested: 12
3. If this notification is solely a courtesy copy because written approval for the 401 Certification
is not required, check here: ^
4. If payment into the North Carolina Ecosystem Enhancement Program (NCEEP) is proposed
for mitigation of impacts, attach the acceptance letter from NCEEP, complete section VIII,
and check here: ^
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: ^
Applicant Information
Owner/Applicant Information
Qr~c~r~Q~~ ~
JAN 2 8 2008
Name: Greene Count
Mailing Address:_ 229 Kin~old Boulevard Suite D ,n-~r~ar~gsiwDS~oRMwA~R
Snow Hill NC 28580
Telephone Number: [phone] Fax Number: [phone]
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:_ Bradley C. Gillam PE
Company Affiliation: McDavid Associates Inc.
Mailing Address: P. O. Drawer 49
Farmville NC 27828
Telephone Number: [phone] Fax Number: [phone]
E-mail Address: bc~(cr~,mcdavid-inc.com
Page 5 of 13

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 prof ect: Greene County 2005 Water System Improvements
2. T.I.P. Project Number or State Project Number (NCDOT Only):
3. Property Identification Number (Tax PIN): Linear project along NC DOT R/W
4. Location
County: Greene Nearest Town:_ Project is spread across county
Subdivision name (include phase/lot number): None
Directions to site (include road numbers/names, landmarks, etc.): Project is spread across
Greene County (see attached index map).
5. Site coordinates (For linear projects, such as a road or utility line, attach a sheet that
separately lists the coordinates for each crossing of a distinct waterbody.)
Decimal Degrees (6 digits minimum): See summary sheet °N See summary sheet °W
6. Property size (acres): Linear Proiect
7. Name of nearest receiving body of water: Contentnea Creek
8. River Basin: Neuse
(Note -this must be one of North Carolina's seventeen designated major river basins. The
River Basin map is available at http://h2o.enr.state.nc.us/admin/maps/.)
9. Describe the existing conditions on the site and general land use in the vicinity of the project
at the time of this application: NC DOT, Hi~hway right-of-way
Page 6 of 13

10. Describe the overall project in detail, including the type of equipment to be used: Excavators,
trenchers and directional drilling machines will install 35 000 feet of 16" ductile iron 4 500
feet of 12" PVC, 46,500 feet of 10" PVC and 1,600 feet of 8" PVC potable water lines in the
NCDOT R/W in Greene County.
11. Explain the purpose of the proposed work: The project is necessary in order to distribute
alternative water supply water from Greenville through Greene County in order to meet
mandated ground water withdrawal reductions.
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.LP. project, along with
construction schedules. See attached DWQ stream determination letter which removes buffer
requirements from some streams shown on the USGS and soils maps (DWQ 2007-1192L_
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.
No
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. Each impact must be
listed separately in the tables below (e.g., culvert installation should be listed separately from
riprap dissipater pads). Be sure to indicate if an impact is temporary. All proposed impacts,
permanent and temporary, must be listed, and must be labeled and clearly identifiable on an
accompanying site plan. All wetlands and waters, and all streams (intermittent and perennial)
should be shown on a delineation map, whether or not impacts are proposed to these systems.
Wetland and stream evaluation and delineation forms should be included as appropriate.
Photographs may be included at the applicant's discretion. If this proposed impact is strictly for
wetland or stream mitigation, list and describe the impact in Section VIII below. If additional
space is needed for listing or description, please attach a separate sheet.
Page 7 of 13

1. Provide a written description of the proposed impacts: Pipelines will be installed in most
areas of environmental concern via horizontal directional drilling. One area will be open cut
at the head of a riparian buffered stream. Impact on stream will be minimal.
2. Individually list wetland impacts. Types of 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 floodine.
Wetland Impact
Site Number

(indicate on map)
Type of Impact Type of Wetland
(e.g., forested, marsh,

herbaceous, bog, etc.) Located within
100-year
Floodplain
(es/no Distance to
Nearest
Stream
linear feet) Area of
Impact
(acres)
None

Total Wetland Impact (acres) 0
3. List the total acreage (estimated) of all existing wetlands on the property:
0
4. Individually list all intermittent and perennial stream impacts. Be sure to identify temporary
.impacts. Stream impacts include, but are not limited to placement of fill or culverts, dam
construction, flooding, relocation, stabilization activities (e.g., cement walls, rip-rap, crib
walls, 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. To calculate acreage_ multiply lenuth X w;rlth then ri;v;rle by d~ 5~n
Stream Impact
Number
(indicate on ma
Stream Name
Type of Impact Perennial or
Intermittent? Average
Stream Width
Before Im act Impact
Length
(linear feet Area of
Impact
(acres)
See Attached

Total Stream Impact (by length and acreage) 16 0.003
Page 8 of 13

5. Individually list all open water impacts (including lakes, ponds, estuaries, sounds, Atlantic
Ocean and any other water of the U.S.). Open water impacts include, but are not limited to
fill_ excavation_ dredging_ fln~dinu_ rlrainaue hnikhParlc Ptr~
Open Water Impact

Site Number
(indicate on ma
Name of Waterbody
(if applicable)

Type of Impact Type of Waterbody

(lake, pond, estuary, sound, bay,
ocean, etc.) Area of

Impact
(acres
None

Total Open Water Impact (acres) 0
6. List the cumulative impact to all Waters of the U.S. resulting from the nrniert•
Stream Impact (acres): 0.003
Wetland Impact (acres): p
Open Water Impact (acres): 0
Total Impact to Waters of the U.S. (acres) 0
Total Stream Impact (linear feet): 16
7. Isolated Waters
Do any isolated waters exist on the property? ^ Yes X No
Describe all impacts to isolated waters, and include the type of water (wetland or stream) and
the size of the proposed impact (acres or linear feet). Please note that this section only
applies to waters that have specifically been determined to be isolated by the USACE.
None
8. 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.): N/A
Proposed use or purpose of pond (e.g., livestock watering, irrigation, aesthetic, trout pond,
local stormwater requirement, etc.): N/A
Current land use in the vicinity of the pond: N/A
Size of watershed draining to pond: N/A Expected pond surface area: N/A
Page 9 of 13

VII. Impact Justification (Avoidance and Minimization)
Specifically describe measures taken to avoid the proposed impacts. It maybe 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. Where practical horizontal
directional drilling has been planned in lieu of open cutting stream crossings in order to prevent
impacts on streams..
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 January 15, 2002, 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 NCEEP concurrence shall be placed on hold as incomplete.
An applicant may also choose to review the current guidelines for stream restoration in DWQ's
Draft Technical Guide for Stream Work in North Carolina, available at
http://h2o.enr.state.nc.us/ncwetlands/strn~ ~;ide.html.
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.
Thresholds have not been exceeded that would require mitigation.
Page 10 of 13

2. Mitigation may also be made by payment into the North Carolina Ecosystem Enhancement
Program (NCEEP). Please note it is the applicant's responsibility to contact the NCEEP at
[phone] to determine availability, and written approval from the NCEEP indicating
that they are will to accept payment for the mitigation must be attached to this form. For
additional information regarding the application process for the NCEEP, check the NCEEP
website at http://h2o.enr.state.nc.us/wrp/index.htm. If use of the NCEEP is proposed, please
check the appropriate box on page five and provide the following information:
Amount of stream mitigation requested (linear feet): 0
Amount of buffer mitigation requested (square feet): 0
Amount of Riparian wetland mitigation requested (acres): 0
Amount ofNon-riparian wetland mitigation requested (acres)
Amount of Coastal wetland mitigation requested (acres): 0
IX. Environmental Documentation (required by DWQ)
0
1. Does the project involve an expenditure of public (federaUstate/local) funds or the use of
public (federal/state) land? Yes X No ^
2. 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 X No ^
3. 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 X 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.
1. Will the project impact protected riparian buffers identified within 15A NCAC 2B .0233
(Neuse), 15A NCAC 2B .0259 (Tar-Pamlico), 15A NCAC 02B .0243 (Catawba) 15A NCAC
2B .0250 (Randleman Rules and Water Supply Buffer Requirements), or other (please
identify )? Yes X No ^
Page 11 of 13

2. If "yes", 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
s ware feet Multiplier Required
Mitigation
1 960 3 (2 for Catawba) 0
2 640 1.5 0
Total 1600 0
* Zone 1 extends out 30 feet perpendicular from the top of the near bank of channel; Zone 2 extends an
additional 20 feet from the edge of Zone 1.
3. If buffer mitigation is required, please discuss what type of mitigation is proposed (i.e.,
Donation of Property, Riparian Buffer Restoration /Enhancement, or Payment into the
Riparian Buffer Restoration Fund). Please attach all appropriate information as identified
within 15A NCAC 2B .0242 or .0244, or .0260. Thresholds have not been exceeded that
would require mitigation.
XI. Stormwater (required by DWQ)
Describe impervious acreage (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. If
percent impervious surface exceeds 20%, please provide calculations demonstrating total proposed
impervious level. Installation of water lines will not create impervious areas
XII. Sewage Disposal (required by DWQ)
Clearly detail the ultimate treatment methods and disposition (non-discharge or discharge) of
wastewater generated from the proposed project, or available capacity of the subject facility.
Sewage will not be generated by water line installation
XIII. Violations (required by bWQ)
Is this site in violation of DWQ Wetland Rules (15A NCAC 2H .0500) or any Buffer Rules?
Yes ^ No X
Is this an after-the-fact permit application? Yes ^
No X
Page 12 of 13

XIV. Cumulative Impacts (required by DWQ)
Will this project (based on past and reasonably anticipated future impacts) result in additional
development, which could impact nearby downstream water quality? Yes ^ No X
If yes, please submit a qualitative or quantitative cumulative impact analysis in accordance with
the most recent North Carolina Division of Water Quality policy posted on our website at
http://h2o.enr.state.nc.us/ncwetlands. If no, please provide a short narrative description: _ __
This project will supply drinking water to Greene County due to mandated ground water
withdrawal reductions.
XV. 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).
l~
~~ 7
Applicant/Agent's Signature ~ Date
(Agent's signature is valid only if an authorization letter from the applicant is provided.)
Page 13 of 13

oapF WATF~QG MrchaN F ~aslc}', Ciut~crnor
R'illiarn G Ross Jr., Secretary
~- North C'arc~lma tkpartmcnt of t;nvuanment and natural Resources
.~+ .,i
Q ~ Callan Sullins, Dire::tor
Division of water (jualit}•
Jut}= 10, 2007
llWQ Project # 2047-119?
Greene County'
Bradley Gilliam
McDavid Associates
120 North Main Street
Farmville, NC 27828
Subject Property: Greene County Alternative Water Supply Internal Improvements; Greene County, NC
UT's and Headwaters to: Sandy Run; Mussel Run; Contentnea Creek; Mink Point Branch;
Tyson Branch, Middle Swamp
Neuse River Basin
Oa-Site Determination for Applicability to the Neuse River Riparian Area Frotection Rules (15A NC_AC
ZB .0233)
Dear Mr. Gilliam,
On May 21, 2007, at your request Iconducted an on-site determination to review drainage features located on
the subject properties for applicability to the Neuse Buffer Rules (15A NCAC 2B .0233). The property is
located in the right of way along portions of lv`C HWY 258, NC HWY 26~#, NC HWY 903, and SR 132 (half
Moon Road}, The features are labeled as "2007-1163" (500 series} on the attached map initialed by me on July
O5, 2007
The Division of Water Quality (DWQ) has determined that the pardons of the features that are circled
and highlighted in blue an the attached map are Subieet to the Neuse Buffer Rules. The portions of the
feature that are highlighted in pink on the attached map are Exempt from the Neuse Buffer Rules. A
copy of my field notes from the site visit indicating specifics is attached. "these features should be identified on
any future plans for this property. The owner (or future owners} should notify the DWQ (and other relevant
agencies} of this decision in any future correspondences concerning this property. 7"his determination pertains to
the subject property only. This an-site determination shall expire five (5} years from the date of this letter.
Landowners or affected parties that dispute a determination made by the DWQ or Delegated Local Authority
that a surface water exists and that it is subject to the buffer rule may request a determination by the Director. A
request far a determination by the Director shall be referred to the Director in writing cio Cyndi Karoly, DVi~'Q
Wetlandsl401 Unit, 2321 Crabtree Blvd., Raleigh, NC 27604-2260. Individuals that dispute a determination by
the DWQ ar Delegated Local Authority that "exempts" a surface water from the buffer rule may ask for an
adjudieatary hearing, You must act within 60 days of the date that you receive this letter. Applicants are
hereby notified that the 60-day statutory appeal time does not start until the affected party (including
downstream and adjacent landowners} is notified of this decision. DW'Q recommends that the applicant
conduct this notification in order to be certain that third party appeals are made in a timely manner.
North Carolina Qivisian of water QttaJity Internet: h2o.Bnrata0l-.nt:.u$
943 1y'ashington Square Mall Phone: [phone] rte
Washington, tiC 27889 PAX 252-9yb.g2li N~ Carolitn~a
An Equal UpporWttAylAfitmraue Actlon Entpbyst r 50% Rst.7ciedtt OSiw Post Corasumer Paper ~~~a~~p

To ask for a hearing, send a written petition. which conforms to Chapter 150B of the'.~orth Carolina General
Statutes to the Office of Administrative Hearings, 5714 Mail Service Center, Raleigh, N.C. 27699-6714. This
determination is final and binding unless you ask for a hearing within 60 days.
This letter only addresses the applicability to the buffer rules and daes not approve any activity within the
buffers. Nor does this letter approve any activity within Waters of the United States or Waters of the State. If
you have any additional questions or require additional information please call me at [phone].
Sincerely,

Chris PullingerlEnvironmental Specialist
DWQIWaRO
Wetlands ! 40I Unit
Enclosures: copy of pages 2, 3, 5, 6 - 1980 version of the Greene County Sail Surrey
copy of 1:24,000 scale USGS topographic maps: Walstonsburg, Farmville, Greenville SW,
Snow Hill, Hookerton quadrangles
cc; DWQ WaRO file
401 Central Office file
Central Files
Filename: 2007-1142

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Farmville Alternative Water Sup21y Internal jlgnrovements
305 -- exempt to end of culvert
306 -Little Contentnea creek; subject
307- near food lion -exempt - 35 37.064 N 77 36.284 W (D M.M)
301 - marlboro- 75 ft from right of way (15/22ft. Work easements); exempt
310- subj 65 ft from ROW (meaning exempt for project)
308 -exempt, does not exist on ground
302 -subject
303 -exempt 70 ft from S ROW easement
304 -subject
Farmville-Greene Co. GUC water transmission line
100s #s - ioint transmission line -crossings 111, 106, 11 ,and 101 re exempt
Greene Co. Alternative Water Sup~y Internal Improvements
501 -subject
502 -exempt 70 ft E ROW
503-greene co. tine -subject
504-greene co, tine -subject
530 -exempt 70 ft from N ROW
505 -subject
506- subject
507- subject
508- subject
509-exempt-n side of culvert
529-exempt
531-in the field-exempt
510-subject
511-exempt 70 ft W ROW
512-exempt 70 ft W ROW
513-subject
514-subject
528-outside project area
519- still dry, in any mapped channel ?Exempt 70 ft from east ROW
518 -subject ;Contentnea creek
515-subject ;named branch -
516-subject
517-exempt 70 from W ROW
527-exempt -not on ground
520-subject
521-subject
522-subject,down Pram 521; subject
523-subject
526 -outside project area
525-subject
524-exempt 70 from S ROW

! V
~--~"~ PROPOSED _____________~
400 LF DI7CH CROSSfNG WITH 16" DUCTILE fR01Y PfPE FOR WATER LINES. CLASS 50 ~
"' ~ RESTRAINED JOINT INSTALLED BY HORIZONTAL DIRECTIONAL DRILLING /~ I
I
50' NEUSE / PROPOSED I'~,
RIPARIAN BUFFER so' NEUSE ~ 16" DIP FOR WATER LINES, CLASS 250, PUSF~
I RIPARIAN BUFFER. / 5' MAX FROM EDGE OF RIGHT OF WAY I
I I , I /
ZONE 21 ZONE 1 I I A}:,:`:~`. I
2CEL NO. 005423 ZONE 1 I
OWNER: t I I ZONE ~ / i.'?':s~
'AYNE F. DALE I I I ~";:~~ I
NCY GALES DALE I I I I / '''~+'"~`~VTi:
PO BOX 156T I I I I / 'i=;='i~'s`i+
ISTON, NC 28503 I I I I '~r.~ • •;:.
I I I I ~ PARCEL NO 067853 •t s;;~°.^°-`= I
I I I I OWNER: `';~,'y?:%
I- I I I ~ DONALD H. TURNAGE ,~~';;; I
I I I LISA R. TURNAGE ;d,_'1:'.
I I ' I ~ 504 HWY 13N -~~~'
I I I / FARMVILLE, NC 27828 ~)^=` I
I
I I I I _vr~:
' I ~ 15' TEMPORARY `F*=fi'
I I I i ~ CONSTRUCTION EASEMENT "`''~
I I I `:rs;
I I I ' ~ HDD .,.,"~'
..~;..;
I I RJ POJ ':r;:
48' CMP DRAIN SOIL
' I I INV ~ 49.32 ~ ~ DRIVE CONC. ''~'~
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UT TC7 MIDDLE SWAMP
STREAM #501
SOILS MAP - UNCLASSIFlED
LATITUDE 35' 32' 22.7"
LONGITUDE 77' 32' 41.6"

DECLASSIFIED BY DWQ
UT TO MIDD F 4W,4AAp
STREAM #502
SOILS MAP - UNCLASSIFIED
LATITUDE 35' 32' 14.7"
LONGITUDE 77' 32' 41.6"
PROPOSED '
1 EA. AIR RELEASE MANHOLE ASSEMBLY No. 1
15' X 15' PERMANENT
EASEMENT
15' TEMPORARY
CONSTRUCTION EASEMENT
PROPOSED
16" DIP FOR WATER LINES, CLASS 250, PUSH-ON JOINT
5' MAX FROM EDGE OF RIGHT OF WAY
5' MAX
50' NEUSE
RIPARIAN BUFFER
I ~ i
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iZONE 2i
' iPROPOSED
16" DIP FOR WATER LINES,
' ; 5' MAX FROM EDGE OF RIGI
~ ~
~ ~ PROPOSED
F~DW ~ ~ 30 LF 30" STEEL CASING, I
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FARM
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~' 60' R/W
POJ
18" RCP DRAIN
INY ~ 55.44
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50' NELSE
MIDDLE SWAMP ~ PoPARIAN BUFF~R
/ 1
STREAM ~l503 i ~
USGS - PERENNIAL izoNE 2/
/
LATITUDE : 35' 31' 58.9" / / zoNE i i
/
LONGITUDE : 77' 32~ 43.0" i / 1
/
/ /
/ /
/
-~~~_ ~
~~ ~~ ~ .
PROPOSED
1200 LF CREEK CROSSING WITH 16" DUCTILE IRON PIPE FOR WATER LINES, CLASS 350
RESTRAINED JOINT INSTALLED BY HORIZONTAL DIRECTIONAL DRIWNG
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1 1 MIDDLE SWAMP

STREAM X504
1 1
1 USGS - PERENNIAL
1 i LATITUDE : 35' 31' 56.5'

1 1
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1 1 LONGITUDE : 77' 32~ 42.8"
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USGS - PERENNIAL rzoNE2r
LATITUDE 35' 31' 58.9" ~ '' zoNE T I
LONGITUDE : 77' 32' 43.0" l! II
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/
PROPOSED
1200 LF CREEK CROSSING WITH 16" DUCTILE IRON PIPE FOR WATER LINES, CLASS 350
RESTRAINED JOINT INSTALLED BY HORIZONTAL DIRECTIONAL DRILLING
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MIDDLE SWAMP
STREAM ~i04
USGS - PERENNIAL
LATITUDE : 35' 31' 56.5"
LONGITUDE : 77' 32' 42.8"
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GRAVEL DRIVE PROPOSED
eeae, r- 30 LF 30" STEEL CASING, MIN. THICKNESS 0.312"
2- c
80' R/W
PP
D(ISTING
B' WATER LINE
(GCRYVS)
• y0------W------W-----L-W-----
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3ED /`
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5ED
~ FOR WATER LINES,
250, RESTRAINED JOINT
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DECLAS5IFlED
BY DWO
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~ ~ ZONE 1
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~ 50' NEUSE
RIPARIAN BUFFER
JSED
30" DRYBORE WITH 30" STEEL CASING. MIN. THICKNESS 0.312"
AND 16" DIP FOR WATER LINES, CLASS 250, RESTRAINED JOINT
DECLASSIFIED BY DWQ
t~T TO MIDDLE SWAMP
STREAM #530
SOILS MAP -INTERMITTENT
LATITUDE 35' 31' 12.1"
LONGITUDE 77' 32' 23.4"
PROPOSED
16" DIP FOR V
5' MAX FROM

1
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UT MIDDLE SWAMP ~
STREAM //505 IZONE 2/ ZONE t ~ za+E t ;ZONE 2; 50' ~~ UT MIDDLE SWAMP
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USGS -INTERMITTENT 1 ~ ' +' '
1 1 , OZONE 21 7pNE t zaNE t i I USGS -INTERMITTENT
LATITUDE : 35' 31' 03.8" ~ , ~ ~ ~ ~ ~ IzONE z~ LATITUDE : 35' 31' 03.8"
LONGITUDE : 77' 32' 40.3' ' ~ ' I + ' I ~ ' LONGTUDE : 77' 32' 40.2"
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I I i
I 1
' I
+ 1
r
~
1 I
/ ' I
---_

________ ~ 1

'
1 ;
1 ' FARM ~ I 1
; '
E7a5nNC
18' A~NALT
r I PATH I , I e' WATER UNE
I i (GCRWS)

- - - -
- PP 1 ' I
- ~ - -1--'~'fl=--I- ~-
I I I
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- I ~
- -
-

-

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- _ - I _ 111 ~~_f~~~~ /
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__
I I I
LONE ?,
RJ RJ I `
HDD ` E t
~
~ RJ
HDD POJ
~ ~ zONE t ~p
Aj
g~ pt
`ZONE 2~~
' 50' NEUSE
PROPOSED
RIPARIAN BUFFER 16" DIP FOR WAT
47st WtLLOw cxtEF7~ ROAD ~ 5' MAX FROM EDt
PARCEL NO. 800158
OWNER:
NANCY ISIER DAROEN-SAAO
WINTFRNLLE, NC Y&580
PROPOSED
~S 250, RESTRAINED JOINT 400 LF DITCH CROSSING WITH 16" DUCTILE IRON PIPE FOR WA NES, CLASS 350,
F WAY RESTRAINED JOINT INSTALLED 8Y HORIZONTAL DIRECTIO L DRIWNG

UT MIDDLE SWAMP
STREAM #505
USGS -INTERMITTENT
LATITUDE : 35' 31' 03.8"
LONGITUDE : 77' 32' 40.3"

5
1
50' NEUSE 1 50' NEUSE
RIPARIAN BUFFER t RIPARIAN BUFFER
I 1 I I
(ZONE 21 ZONE 1 ZONE 1 j ZONE 2~
I I ' 1 I 50' NEUSE 50' NEUSE
1 I I I RIPARIAN BUFFER RIPARIAN BUFFER
+ I ' 1 /I I
I
I 1 ' I ,IZONE 21 ~
I f I II I ZONE 1 ZONE 1 (ZONE 2t
1 r , I I , 1 I
' I I I I I I
i I ~ I I , I I
I I I I I I I I
f r

UT MIDDLE SWAMP
STREAM #506
USGS -INTERMITTENT
LATITUDE : 35' 31' 03.8"
LONGITUDE : 77' 32' 40.2'
I 1 I ; . ; Flaw I
I I , I I I
,' I 1 Flow ,` I, I , I
r
1 I ' 11 f I I I I
I I I I I
60' R/W % ~ ! I j I II
f ! I I ' I
1 1 ~ ~ -_ I ' I
/ -'------- I I
1
I f 1
I I FARM ' I I EXISTING TB' ASPHALT
, ' 1
I , PATH , ~ 8" WATER LINE
- - - - - - ~ - I I I L ! I (GCRWS) PP
I ~ -- I -- ~
1 I I I IIII I 1 --
_----W------W------Wr-----W------ I I I IIII 1
W------W-1---~-
I , III ~~~~ A~ -w-----
/
- - - r--- - - - I I 1 I ~:~I_~ I +7JJ l r
e° 1 ~-- III 1 ~'" 1\VA~'t - - -
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w
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O I J ' tp I I I I I W I I O ... °°4"~=.-~-br-- ... w
° _ _ ~
~e O -- -- ~--- I I f ''--- -~ -
4VEL - -
lIVE
0

47x4 wluow GREEN Roan
5 250, RESTRAINED JOINT
WAY
i i , eo° ~
_.,.__ - I 1 Ppo
-,~ -- ------'r-
FARM ~ ~ -- -I-- - - - --
~ 42' RCP D N (;RAyp„ -' - - - - - - -
i PATH i INV = 57. i I 42' RCP DRAIN ~~
I I INV =58.72
RJ RJ i I~ ' zoNE ~ RJ POJ
HDD ~
~ ~ 50' NEUSE HDD
~ ~1 ZONE 1 RIPARIAN BUFFER
~~ZONE 2 ~
' S0' NEUSE
RIPARIAN BUFFER
0
PROPOSED
400 LF DITCH CROSSING WITH 16" DUCTILE IRON PIPE FOR WATE INES, CLASS 350,
RESTRAINED JOINT INSTALLED BY HORIZONTAL DIRECTIO L DRILLING
PARCEL N0. 600158
OWNER:
NANCYISLER DARDEN-SHAD
WINTFRVILLE, NC 28590
------w------
w------
..
5'
PROPOSED
16' DIP FOR WATER
5' MAX FROM EDGE

UT TO MIDDLE SWAMP
STREAM #507
USGS -INTERMITTENT
LATITUDE : 35' 30' 59.7"
LONGITUDE 77' 33' 00.9"
50' NEUSE
RIPARIAN BUFFEi2 \
\ `
\ `
~ ZONE 2`~
50' NEUSE ` \
RIPARIAN BUFFER ZONE 1 ~` \
~ `
\ ~
~ ` \
`, ~ ZONE 1 FLOW \~ `
~ ~
`ZONE 2 ~\ '. `\ ~
~ `
~ ` \
~ ~ ~
\ , ~ \
~ ~ ~ `
` \ ~ ~
~ ~ ~ \
~ ~ ~ `
~ ~ ~ `
\ ~ ~ \
` ~ \
18' ASPHALT ~ ~ ~ `
PP
-----W------W------W-
\~ ~~ FARM PATH \``
- \~ `~ PP I 1`~ ~
---~-w------w-~--~--w-- _ `- ------
-si---vy-{--r--~ w w------w------w
I ` ~ ~\ ~ `
- ---I-- - -a---r- - ~ r= - c--` -
.. ... ~ ... - ~ boo -. .. .
-- -~'^
e
~~o~~j
---- ~
-
WM GRAVEL TEL PP
~
DRIVE
' PERMANENT EASEMENT
RJ RJ
HDD
15' X 15' PERMANENT EASEMENT

PROPOSED
VALVE & BOX 1 EA. AIR RELEASE MANHOLE ASSEMBLY No. 5
4SSEMBLY No. 6
DI, MJ, RESTRAINED
4J, RESTRAINED
PARCEL N0. 600149
OWNER:
FRANK DAWSON DAIL
PEGGY B. DAIL
6088 US HWY 13
FARMVILLE, NC 27828
,~ ~ ~
~~ ~ ~
\ ~~ ~ W
. ~ -• - -
~ ~ ~ ~
- T ~L _ _~ L _}_ ~_ __ _-
~ 36' C~IP DRAIN \ ~ ` ~
~ INV = X2.07 ~~ ~
~ ~ \ ~ ~
` ~ \ ~ ` 15' TEMPORARY HDD
~~ `~ \ `\ ~~ CONSTRUCTION
~` \` \ ~` `\ EASEMENT
~ ~ \ \ ~
\~ `~ `ZONE 2\
` ~ 20NE 1 \
` \ \
~ `\ \ 50' NEUSE
~ ~ ZONE 1 \ RIPARIAN BUFFER
~ PARCEL N0. 805182
~ ZONE 2 \ \ OWNER:
\ \ 5380 WILLOW GREEN RD
~~ NEUSE FARMVILIE, NC 27828
RIPARIAN BUFFER \
\
\
PROPOSED ~
400 LF DITCH CROSSING WITH 16" DUCTILE IRON PIE FOR WATER LINES, CLASS 350,
RESTRAINED JOINT INSTALLED BY HORIZONTAL, DIRECTIONAL DRILLING
\
\

,~ RIPARIAN BUFFER
~~ ZONE 2~
i i
i i
i ~ ZONE 1
i ~
' ~ 50' NEUSE
i~ i~ / RIPARIAN BUFFER
i ~
i~ i~ ~ ZONE 1
i i _'
, i i
,' ,~ ,'ZONE 2~
i i , i
i i , i
i i , i
i i , i
,' ,~ FLOW ~ ,'
i ~ - ,' i
, i , i
i i , i
i ~ , ~
i ~ , i
i ~ , ~
, i , i
i ~ , ~
, i , i
, i , i
i ~ i ~
... - , i - -

~ •..
i~ i
---w------w-~---{--w--~7----w---~---
------w------w------w-----
,,
i i, i

, o ~i ~ ~ ~ -- c -- o --
i ,
, i ! i
~c^ ~ --
, i~ FARM i - T
i ~ PATH ~ '
i
i ~ ~ ~ i ~ ,' 42' CMP DRAIN
MPOR~f2Y ,~ ,' , INV = st.3s
TION ~ASEME,NT • • ~~ ,' HDD POJ so' R/W
~ ~ ~
~ ~ ~ ~
~ ~ ~ ~
, ,
~ ~ ~ ~
~ , ~
•• , ~
~ , ~
~ , ~
~ ,
~ ~
' ~~ PROPOSED
' ,' 400 LF DITCH CROSSING WITH 16° DUCTILE IRON PIPE FOR WATER LINES. CLASS 350
'oNE ~ ~~ ~~ RESTRAINED JOINT INSTALLED BY HORIZONTAL DIRECTIONAL DRIWNG
~ ~
~ ~
ZONE 1 ,' i
i ~
,' ZONE 2i~
i ~
i
50' NEUSE ,'
RIPARIAN BUFFER
UT MIDDLE SWAMP
STREAM #508
SOILS MAP - INTERMITTENT
LATITUDE 35' 31' 00.4"
LONGITUDE : 77' 33' 07.1"

,~- ~ NCSR 1335 WILLOW GREEN ROAD
PROPOSED
16" DIP FOR WATER LINES, CLASS 250, PUSH-ON JOINT
O PROPOSED
55 LF 30" DRYBORE WITH 30" STEEL CASING, MIN. THICKNESS 0.312"
~ ExISnNG AND 16" DIP FOR WATER LINES, CLASS 250, RESTRAINED JOINT
e' watER uNE 1 EA. 16" 11 ~' BEND, DI, MJ, RESTRAINED
(~~)
~ PROPOSED
~ 16" DIP FOR WATER LINES, CLASS 250, RESTRAINED JOINT
~ 5' MAX. FROM EDGE OF RIGHT OF WAY
1
DECLASSIFIED BY DWQ
1
1 ~
~
1
~
1 ~ A
1
1

UT TO SANDY RUN
STREAM #531
USGS -INTERMITTENT
LATITUDE 35' 31' 02.6"
LONGITUDE 77' 33' 49.4"
1
~ ~ wv
J, ~~ ~ ~, 15' TEMPORARY
~ 30" CMP
~ INV = 64.10
1 ~ _ -._.~
~ ~ ~ ~~
~~~
~ ~~
,~
~'
~ ~,
~ ,~
,~
t~
.~
``, \ \ ,~
/ CONSTRUCTION EASEMENT
5' MAX
-S B
B PROPOSED
55 LF 30" DRYBORE WITH 30" STE
AND 16" DIP FOR WATER UP
1 EA. 16" 90' BEND, DI, MJ. RESTF
PARCEL N0. 803313
owNER:
EUGENE G. PERKINS
2742 DUNMOORE DR
SNELLVILLE, GA 30078
18' ASPHALT
- ---~NE~'~*2-?~= I-IAtf-M~89N- -R6A~-
-- `• R/W ~{ 4L'80 It R/W ~ ~ -
,\ '
l~ ~ BO' R/W I

~ 11
1. y 1 ---
11
1 51
11
1
tt ~ RAW FH
------ -_ - - t-, X11 wv
ZONE 2 1
_ _ ~
50' NEUSE __-_--- '"-~ , ~
RIPARIAN BUFFER ` ~
. 1
ZONE 1 ~ 1
1 ~'x7'cM
_ 1- ,'- 1
~ ~1
~ ow t
~ ZONE 1 , ' ~
~ 50' NEUSE
r .~- ~ RIPARIAN BUFFER - - - - - - - - - - - ~ , ~ ~~
~' ZONE 2 '~ ~. WV
_ 1
s
- - - - - - - - - - - l
1
1
- - - ~
DECLASSIFIED BY DWQ , 1 BY owo
1
1
UT TO SANDY RUN 1
STREAM #509
USGS -INTERMITTENT ~ t
LATITUDE 35' 31~ 03.7" ~ 1
LONGITUDE 77' 33' 50.8" ~ ~
t
R/W , ,; R/W
1 ~
~„ NCSR 1335 WILLOW GREEN ROAD ~
~ _
4L
EXISTING
8' WATER kJNE
(GCRWS)
Z~
80' R/W

Tll
PARCEL NO. 500796
OWNER:
DANIEL A. WARREN
MARY H. WARREN
BARBARA WARREN PAT1Y
110 ASBURY ROAD
GREENVILLE, NC 27858
90

50' NEUSE
RIPARIAN BUFFER
'` zo ~
1
OZONE 2~~
~ ~
~ `
~ ~
~ \
~ ~
18' ASPHALT
50• sE
RIPARIAN FFER ~
~Z E 2~~
ZONE 1 ~ ,~
~ ~
~ ~
~ ~
' ~
\ ~ ~
~ ~
~ ~
.` \ \
~ ~
UT MUSSEL RUN
STREAM #510
USGS - INTERMITTENT
LATITUDE 35' 29' 36.3"
LONGITUDE 77' 34' 16.8"
~ ~ L=
~ ~
~ ~
~ ~
~ ~
~ ~
~ ~
~ ~
~ ~
- - , • \ ~ ~ T~--
... ` ` ` ` \
~ ~
~ ~ ~
~ ~
o g ~ m
` o
_- ~ --
` ~ ~ --- -
;J
~D
j \
1 ~
~ ~
~ ~
~ ~
~ ~
~ ~
~ ~
~ ~
~ ~
~ ~ '.
~ ~
~ ~
~ ~
~ ~
~ ~
~ ~
~~ ~~ ZONE 1
OZONE 2~
1
50' NEUSE
RIPARIAN BUFFER
PROPOSED
400 LF DITCH CROSSING WITH 16" DUCTILE IRON PIPE FOR WATER LINES, CLASS 350
RESTRAINED JOINT INSTALLED 8Y HORIZONTAL DIRECTIONAL DRILLING
T--~
1 ~
~ ~ 24" RCP DRAIN,
Flow ~~ ~~ INV = s~.a~
~ ~
~ ~
~ ~
~ ~
~ ~
~ ~
~ ~
~ ~
~ ZONE 2~
ZONE 1 ~
50' NEUSE
RIPARIAN BUFFER

HDD~~ POJ

PARCEL N0. 500264
OWNER:
:ORNEIJA F. EDMONSON
AL EDWARDS
C/O J. EDMONSON JR.
MAURY, NC 28554
FARM PATH
A PATH
I I ~
- - - - - --t---t- I
I I I
li ~ 1
11 ~ I
3~~--H~tL-f--k~OBtd--RB~t~B- - - - ~~ - - -
I1
N ~ i 11 ,-
1 I 11 N N ` `
..7 N W \ /
~ + \
1 I O O
~ ~ I
SOIL DRIdE ~
I
PROPOSED - ~ ` ~ I
30 LF 30" STEEL CASING, MIN. THICKNESS 0.312" ~, ~ " ~ ! FLOW ~ ~ ~ ~ RJ I Pi
0' _ _ saL RIVE
~ ,ZONE`S
/~ ~' ~ ZON€ H ~ `~ OECLA551FIED
i ~ ~ BY DWO
VALVE & BOX ' ~ ~6NE ~ \
'ASSEMBLY No. 12 Z4~E 2 ~' So' NEUSE
DI, MJ, RESTRAINED 1 ~• NEUSE RIPARIAN BUFFER
DI, MJ, RESTRAINED RIPARIAN BUFFER
24' RCP DRAIN
INV = 68.74
nFCI ASSIFIED BY DWO
UT TO MUSSEL RUN
STREAM #511
USGS -INTERMITTENT
LATITUDE 35' 29' 23.5"
LONGITUDE : 77' 34' 18.7"
PARCEL N0. 500264
OWNER:
CORNELJA F. EDMONSON
AL EDWARDS
C/0 J. EDMONSON JR.
MAURY, NC 28554
€~

~ i
II GARAGE BUILDING
PARCEL NO. 500284 ' I
OWNER: ~ I
CORNEI.JA F. EDMONSON
AL EDWARDS
C/O J. EDMONSON JR ' i
MAURY, NC 28554 ~ I
f
II
1
I
---~~ - - I
'- - _ ' I PP GRAVEL DRIV
- - - PP ~ -I ~ ~'~ °~
- --~
--_ °o°°
_'~--~_ -
I I g vo~q
m I -
~ ,
-- -~ I- I -L_ n I I
-•~ - ._
---~" __ __ I I O - - ~
5' MAX F RAF RA M PATH .~ o
'TEMPORARY PP f
'UCTION EASEMENT POJ RJ _ _ ~ `
DECLASSIFIED BY DWQ
UT TO MUSSEL RUN
STREAM #512
USGS -INTERMITTENT
LATITUDE 35' 29' 14.7"
LONGITUDE 77' 34' 21.4"
ISED
P FOR WATER LINES, CLASS 250, PUSH-ON JOINT
C FROM EDGE OF RIGHT OF WAY
,' ~ ~ RJ POJ
~'
~ ~ 70~ ~~ 24' RCP DRAIN
' ~INV s 68.88
~ '~~ ' ~
PROPOSED
r~~ ,'FLOw ~`~ ~ 16" DIP FOR WATER LINES, CLA:
~ J ~ ~ 5' MAX FROM EDGE OF RIGHT 0
'ZONE 2~ ~ ~
r r ZONE 1 ~ ~ DECLASSIFlED
r I 8Y DWQ
~ r ZONE 1 r
r rZONE 2~
50' NEUSE ~ r r
RIPARIAN BUFFER ' ; r
1 50' NEUSE ~
I RIPARIAN BUFFER
J
PROPOSED
30 LF 30" STEEL CASING, MIN. THICKNESS 0.312"

i
i
i
i
i
i
r
i~
i
I
__~.~~
30" RCP DRAIN
INV = 63.77
POJ -
Sp• NEUSE RIP~IAN BUFFER ~
RIPARIAN BUFFER I i
II I
/ ZbNE 1 (ZONE 2i
/ / ZONE 1 / i 1
/ZONE 2/ r
/ / r 1
1 / / r r
! / r r
r rr FLOW ' ~ r
i I /
~ r ASPHALT ~~
ING i ~ I ° r r DRIVES _
R IJNE 1 ~ r rr PP -- ~~--_
RY) 1 1 ~ r r ~~ ~ ~W+
1 i r - _ .-
_ -a _ _ ~N ~ l !_~
- 1 1 ~- t --`N.-
.. -W-- _"
~,W- ~~ - - -V-W- - --r- -. Lyr- - ._---
~ II /
~ JL -~ - -- ---_
"- ~- T 11
~ --~ tr
~~_~- -

60' R/W
)RARY
EASEMENT
JOINT
t1T TO MUSSEL RUN
STREAM #513
USGS -INTERMITTENT
LATITUDE 35' 29' 01.1"
LONGITUDE 77' 34' 27.1"
4086 NC 903 HWY
RJ
PROPOSED
16" DIP FOR WATER LINES, CLASS 250, PUSH-ON JOINT
5' MAX FROM EDGE OF RIGHT OF WAY
~•tn•-I I-r~'I Iw 1 I I I
_-_._ - o
5' MAX
PROPOSED
16" DIP FOR WATER LINES, CLASS 250,
5' MAX FROM EDGE OF RIGHT OF WAY
PARCEL NO. 500265
OWNER:
CORNELJA F. EDMONSON
AL EDWAROS
C/O J. EDMONSON JR.
MAURY, NC 28554

UT TO MUSSEL RUN
STREAM X514
USGS - INTERMITTENT
LATITUDE : 35' 28' 59.6"
LONGITUDE : 77' 34' 42.2'
MAURYS EXISTING
WtLL
EXISTING
WATER LINES I
I (MAURY) \\\~
~ ~
NL~ DRIVE
j ~MH 7't DEPTH ~
-t-'-r` _ _ - - - - -
-S.
1 ~'-
1 I
50' NEUSE
~ RIPARIAN BUFFER
r I
r t
I 1
ZONE 2~ ZONE 1
I I
t I
1 I
1 1
1 1
f
t I
1 /
1 1
I I
1 1
I 1
f i
1 1 ~
1 MH 17't
I DEATH ~ ,,-~
I
- - - - - - - - - - - - - - ---
I 50' NEUSE
RIPARIAN BUFFER
I 1 255 MAURY BALLPARK ST
I I
I
' ZONE 1 11ZONE 2j
/ !
~ r
1
I I
I I
' 1 EXISTING
I ~ 8' SANITARY SEWER
' I 1
1 I
I I
1 1
I 1
~` , H 5'f 1 DEP
~.,T f l ~ f _ _ 15' R
_. / I ~ / ! I
1 I I ) , l /
~ /.
/ ~
/ / INV = 48.04
i
/ /
i
/ /
/ /
/ i
/ / f.
/ / /
/ i
/ZONE 2/ /
/ / ZONE 1
/ ~
\ ~ 1 1
\ ~ i I ' ZONE 1 / / \
. \ I I ~/ZONE 2 / \
`\' S0' NEUSE I / // \ PARC
\ ~ ~ RIPARIAN BUFFER ' / ~
50' NEUSE / \ RI
2 LINES, CLASS 250, RESTRAINED JOINT ` RIPARIAN BUFFER \ \ ~
PARCEL N0. 500534 \ p
OF RIGHT OF WAY ~ OyyNER_ ~~
' `~ `~ ~ LAMOYEJR \
~ ` \ \ `\~\ ~ P O BOX 10 \
~ ~ ~ MAURY. NC 28554 \
a
.~` ~` \
~ ~ \
\~ `~ \ ~ \
NGFOR ~`~ ~`~ ~\ PROPOSED ,
QED JOINT ~ ~ ~ ~ ~ ~ V400 LF DITCH CROSSING WITH 16' DUCTILE IRON PIPE FOR WATERLINES, CLAS
~ ~. ~. RESTRAINED JOINT INSTALLED BY HORIZONTAL DIRECTIONAL DRIWNG
~_--~~
500265 ` ~ ~ ` ~ ~..('Y~~, _

'HALT
MINK POINT BRANCH
STREAM #515
USGS -PERENNIAL
LATITUDE : 35' 25' 34.5"
LONGITUDE 77' 42' 56.1"
PROPOSED
10" PVC, SDR 21, 200 PSI WATER UNE
5' MAX. FROM EDGE OF RIGHT OF WAY
PROPOSED
1 EA. 10" GATE VALVE & BOX
PP ~
PROPOSED
400 LF DITCH CROSSING WITH 12" HDPE, IPS, SDR 9, 200 PSI
WATER LINE INSTALLED BY HORIZONTAL DIRECTIONAL
DRILLING AND 10" DIP, CLASS 350, MJ WATER LINE
WITH GRIP RINGS INSTALLED BY OPEN CUT
~ MINK POINT BRANCH
50' NEUSE
RIPARIAN BUFFER ' I ~Oyy
1
f i
IZONE 2~
I
I '
~ ~ ZONE 1
l \
\ \
1 '
1 1
I I .•
I I
I
I '
5' MAX ' ~~
HDD I ~~ '
+I I ~
TEL/TEL ' '
\ / 50' NEUSE
\ / RIPARIAN BUFFER
`\ZONE ~\~
ZONE 1 I / ~
r '
/ I
/I I
/ I I
/ f I
I I
/ I I
1 ~
/ I I
I I
I '
I ~
• ' R O
-t n
I I I 1 ~' I i
oWi ~ ~ I ~ m I 1 1 I I 'I
-I---F-1-I- i--i--F-F-I- i-l--I-I-I- -F--~I--I- o- H--~-1-'~ I---i--11--h-f---+~-~-~ ` 'I r i
o o / I I S i i i I I I
~- --w------w------w--- / ,.I--wi•--N-I-- r-r-rw-r----r--w1-
~ 1 L J J \
I I
\ ~~ I F.O.
\ ~ I
F.O. 4 ~\ I '
TEL \ / / I, I\\
EXISTING
GCRWS 8" PVC WATER LINE
% i
~~
~" / / ~
// ~
/ /
~~
/ ~
/ PP
F.O.
TEL
/ EXISTING GCRWS
2 EA. 6" GATE VALVE do BOX
/ / 7 EA. 8" X 6' REDUCER, DI
/ 1 EA. 6' X 8' TEE, DI
\ \
\ \
\ ~
\ ~
\~ ~\ ZONE 1
~ \
~\ZONE 2\
\ \
\ \
\ \
\ \
\
\ ~
\ ~
~ ~
~ ~
~\
F.O. \ ,\~..
\ \
\ \
\
'ZONE 2\\
ZONE 1 '
' \\ 50' NEUSE
\ RIPARIAN BUFFER
TWO T X 12' CAP DRAINS, 3't G/C
~ PROVIDE
RIP-RAP/GRAVEL FILTER
CHECK DAMS
50' NEUSE
RIPARIAN BUFFER

UT TO TYSON MARSH
STREAM #516
USGS -PERENNIAL
LATITUDE : 35' 26' 01.3"
LONGITUDE 77' 42' 08.3"
---_`-`
- ~ ~~~
_- -~ ' ~ ~
.R LINE ~
)F WAY
' DRAIN, 3't GC 5' X 10' ~AP DRAIN, 4't GC
'OVIDE PR~VIDE
3RAVEL FILTER RIP-RAP/ AVEL FILTER
.K DAMS CHEC `DAMS
FLOW ~
PROPOSED tt tt ~ ~-DW
1 EA. 10" GATE VALVE & BOX 50' NEUSE tt t
RIPARIAN BUFFER t tt \
° HDD tZONE 2~
~ t ZONE.1
1 _ w t t \ \
t t
TEL tt t
t
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t
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~ p°
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O
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o
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1 DRIVE
~ ~
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~~
PROPOSED
400 LF DITCH CROSSING WITH 12" HDPE, IPS, SDR 9, 200 PSI
WATER LINE INSTALLED BY HORIZONTAL DIREC110NAL
DRILLING AND 10" DIP, CLASS 350, MJ WATER LINE
~, WITH GRIP RINGS INSTALLED BY OPEN CUT
t tt 50' NEUSE
t t RIPARIAN BUFFER
t`ZONE 2t`
ZONE 1 t t
t 1
t t
t t
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wioeaieu ancscp
w-
HDD PROPC
~'1 1 EA.
-~~
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-V

~\
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~.
~ ~
~ ~
~ ~
~~ ZONE 2 ~ 50' NEUSE
~ ~ RIPARIAN BUFFER
~ ~
~ ~

DECLASSIFIED BY DWQ
UT TO TYSON MARSH
STREAM #517
SOILS MAP -INTERMITTENT
LATITUDE : 35' 26' 19.6"
LONGITUDE 77' 41' 56.4"
PROPOSED
10" PVC, SDR 21, 200 PSI WATER LINE
5' MAX. FROM EDGE OF RIGHT OF WAY
DIRT
DRIVE
I I
I i
I I
I I
I I
~-~ --
50' NEUSE
~ RIPARIAN BUFFER
ZONE 2~~
FLOW ~
~
I I
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~~ r ~
~ ZONE 1 ~f
i
~ ~
50' NEUSE ZONE 2
RIPARIAN BUFFER `ZONE 1 ~
~ ~
PP ~-_ __
PROPOSED
2 EA. 10" GATE VALVE & BOX
1 EA. 6" GATE VALVE & BOX
1 EA. 10" X 6" TEE, DI
1 EA. FIRE HYDRANT, 4 1 /2"
PROPOSED
30 LF 16" STEEL CASING, MIN. THICKNESS 0.250"
5' MAX
60' R/W
24' ASPHALT
PP
- - R/
~ ~ i~ I
p O O
~ II O
--I--F- O -1 ~~~p TI- ~T~-1 -F I I pF ITS--I F-F--I- r-,--Q~ f~-i- f- --r-~ 1 I T4- F-I-
G O S v II O
-W------W------W------W------W------W------W----~-W------W-----
F.O. TEL
18" RCP DRAIN I L
L EXISTING
GCRWS 6' PVC WATER LINE

CONTENTNEA CREEK
STREAM #518
USGS -PERENNIAL
LATITUDE 35' 27' 30.5"
LONGITUDE 77' 40~ 31.6"
J
PROPOSED
50' NEUSE 2975 LF CREEK CROSSING WITH 16" HDPE, DIOD SDR 9, 200 PSI
RIPARIAN BUFFER WATER LINE INSTALLED BY HORIZONTAL DIRECTIONAL
~ DRILLING AND 12" DIP, CLASS 350, MJ WATER LINE
~ \~\\ WITH GRIP RINGS INSTALLED BY OPEN CUT /~
Intentnea Creek \. `\ /'~
\ \
/
\ zoNE i . /
/
ZONE 1\ \ ~ . /
405veygys~ \ ` ` /
/
/
i0' NEUSE ~ ` ~ t /
RIAN BUFFER ` ~ \ /
~` ~ /
ZONE 2 ~ ONE \t \
~\ t /
` ~ `~ tt 5' MAX / /
\ ~ ~
~\ ~ \ \ /
\ \ ~ /
\ \ \
\ \ t /
~\ ~\ -- R/W -- t t ~ --
W 1A \ W W W W t 1 W W W W-
` ` t t
EXISTING \ \ \ \ 1 t EXISTING
10' GALE VALVE & BOX \ \ It 11 10' GALE VALVE dt BOX
\ ` t 1
-a-a- -avo--a-•o~-o--a-o-n-c-o- r-a ` t t
o°o°o°o°o°o°o°o°o°o°o°o°o°o°o°o°o°o°o~qa°o°a \ o 0 0 0 0 0 0 0 0 0 0 0 0 0 0 o e o o`
°o°o°o°o°o°o°o°o°o°o°o°o°o°o°o°o°o°o°o°b°o°~ \ tt ~°o°o°o°o°o°o°o°o°o°o°o°o°o°o°o°o°o°o°o°o°i
0 0 0 0 0 0 0„00„0„0„0 0 0 0 0 0 0 0 0 0 \ 1 0 0 0 0 0 0 0 0 0 0 0 0° x 0 0 0 0 0 0 0
Oo0o0o0oOO°op i n n°oOO°o°oOOOO'po0 \ 1 t tooo°o°o°ooo°o_o_o_o_o_o,.o„oooooooOO°ooo°oOc
~o°o°o°o°o°o°a EXISIING RIP-RAP o°o°o°o°o°oo°oooj EXISTING SNOW HILL 10~ DIP WA LINE No 0 0 0 0 0 0 0 0 0 0 0 o c
0 0 0 0 0 0 0 0 0 0 0 0 \ t t °o°x°0000°oOO EXISTING RIP-RAP ~ooOO°o°opo°oOOc
00ooo°ooo°o°oO°OVOOO°oooooooo°oOOOOOOOO°oob \ SUSPENDED FROM BRIDGE o°o°o°oo°o°o°o-o-o"o"o"o"o"o~o°o°o°o°o°o°o°<
g°°o°°°p°°°°°°°°°°o°°°°~ t t ~00°°°°°°°°°°°°°°O°°°o°
° ° ° ° ° ° ° ° ° ° ° ° o ° o ° ° ° ° o ° \ ° o ° o ° ° ° ° o ° ° ° ° o ° ° O o ° ° ° c
O0°0000000000°00000000000000°OOODO000°00000\ t l °p0p0p00°p0p0p~pp0°p°pg0~p~pOO°p~p~0~0°O°O°c
ppO O O O O O O O O O O O O O O O D O 0 0 0 0 \ \
p,,,II~O_.p..O.9..9. Q_,O-p.~¢„1).. Q„p-p.~ 0 0 0 0 0 0 O O O O O ~. sa- ~ a- -a ~°_
0000000000000 \ \ 1 1 00000°p°p~^
t O I I I I I I I I
.__T__I__I__I__I__I__I__I__I__I__I 0 0 0 0 0 0 _ __ _ __ _
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1 r ~4 ~ ' '~' '('~ f t •• ~ q(~~1 S L ~ ~^ t F ~ •~ ~ ~._t.~~ ~.!{..y~+~7/Z~'F ;'LM f"~`+t .j+,- y' }.7e. ¢ ~ F 4 ~.t t r'~ 1~j 7.
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pp°°°o°o° 1 °o°o°o°o°d°dlb~E"6"S'°°b~
a'~o-'a "a'36"o"~'DO o 0 0~ I I 1 c
x 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0~cqq}}
oopo0o0o00°ooo°o°ooo°o°o°oOO i 1 1 t °°OO°o°oO°OOO°°oO°O°O°OO°°od
p10 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
b o 0 0 0 0 0 0 0 0 0 0 0 o I 1 I 1 0000oooo°n°n°o°o°ooo°_o°_oooo
0 0 0 0 0 0 0 0 0 0 0 0 0 0
IOOOO°ooo o_o o„o„o„o„o,~oOOOOO~ I I t 1 0°0°o°o°c EXISTING RIP-RAP °°°~
o°o°o°~ EXISTING RIP-RAP to°o°o° i I I >po 0 0 0 0
I_O„O„O,._~_„_„_„_„_,~-„Jx,O„O,~O, ~ t °O~O~O~O°O°O°O°O°O°O°O°O°O~
1 ~, n n n n n n n_o_o_

/ ~ R~ PROPOSED
OA 70 LF 20" DRYBORE WITH 20" STEEL CASING, MI
•/ AND 12" PVC, SDR 21, 200 PSI WATER LII
~~ /' ~ NC 91 HIGHWAY 0 1 EA. 12" GATE VALVE & BOX
/ 1 EA. 12" X 12" TEE, DI
1 EA. i2" 45' BEND, Df
~ ExlsnNC souTH GREENS 2 EA. 12" X 10" REDUCER, DI
/ 6" PVC WATER LINE
/
/ / NOTE: PROPOSED TIE-IN TO GCRWS EXISTING 10~
/ PROPOSED PROPOSED
100 LF 20" DRYBORE WfTH 20" STEEL CASING, MfN. THfCKNESS 0.250" 12" PVC, SDR Zi, 200
~ AND 12" PVC, SDR 21, 200 PSI WATER LINE 5' MAX. FROM EDGE OF
/ 2 EA. 12" GATE VALVE & BOX
/ 1 EA. 6" GATE VALVE & BOX
/ 1 EA. 12" X 6" TEE, DI 5' MAX sIGN
24' / 1 EA. FIRE HYDRANT, 4 ~"
~/ R~ li
~ -- w r w w
w w W
~s' PP
W- 1----W--H --W------N/--- --W------W------W------W------W-
11
I i 65'
II
I I ~"
II
II
II
I I I J,e~ i a+ T-TrfT-1- J -I -t
a Q o
II
II
~ I I DI
---------------- ----------- SIGN
~ ~ DI CdcG II
~ ~ $ WELCOME TO ~ i ~ 5~
i ~ PP SNOW HILL II
ii
~ ~ ~ DI
i~
ii
i ~ 48' .W'
~ ~ / ~ .
i ~ W•
i
s~
~'i~ ,,.. ~ ~ MH PP
ii ~~DI
_ ~
_______=-=D1 i
~~ ~ ~
~~ ~ ~
,~ '/
~ ~ CdcG
~~ ~
i
~~ ~ ~ EXISTING SOUTH GREENS 6' PVC W TER
~~ ~
i ~
i
~ ~ ~~N
~~ i
i
~~ i i ~
~~ i
~ iii
y~
~' `~~ ~ DECLASSIFIED BY DWQ
~'~ ~ ~ ~
i'/
i
~~~ _ _ ~, UT TO CONTENTNEA CREEK
/~,
/'
~ ,-
OZONE 2 ~ ZONE 1
i ~
50' NEUSE ~ ~
'ARIAN BUFFER ~~ ~~
~ i~ FLOW
` \ ` ~ i DECLASSIFlED
BY DWQ
- - ~\
~~ ~
ZONE t `~ZQNE'21
I I
i I
J I I RIPARIAN BUFFER

REAM #519
.GS -INTERMITTENT
TITUDE 35' 27' 47.4"
NGITUDE 77' 40' 06.4"

,\
1~T TO SANDY RUN
STREAM #520
SOILS MAP -INTERMITTENT
LATITUDE 35' 34' 06.0"
LONGITUDE 77' 41' 17.7"
PROPOSED
400 L.F DITCH CROSSING WITH 12° HDPE, IPS, SDR 9, 200 PSI
WATER LINE INSTALLED BY HORIZONTAL DIRECTIONAL
DRILLING AND 10° DIP, CLASS 350. MJ WATER LINE
WITH GRIPS RINGS INSTALLED BY OPEN CUT
50' NEUSE
\ RIPARIAN BUFFER
~~
\ ~
~ ~
~ ~
~ ~
~ ~
~ ~
50' NEUSE ` ~ `
RIPARIAN BUFFER 1 ~ ~ `
~ ~
` ~
` ` , ` ZONE 1 \ ~ ZONE 2 ~
~~ ZONE 2 ~~ ZONE 1 ` 1
~ ~ I
` ~ ` I I
O R/W ~~\ `~\ PP 1 I
O ~ ~ 1 I
+ ~ w w w
~ w
~ w `~ ~ I I I 1
a
I N N
I I O 1 1 ' 1
LvJ. - ~ ~ ~ ~ - - - - - - - - ...Dp.
Z =-w------w--r- a--wrl---- w---a- o-
J I I
I I 1 I
U I I I I i I
H I I I I 1
Q ~
~ R/VII i ~ 1 t EXISTING GCRWS 3' PVC WATER LINE PP I
~ i i 1 UNDER ASPHALT' ROAD
I r ~ ' ~
r ~ i i
1 I I
OZONE 2~ ZONE 1 I ZONE 1 rZONE 21
1 I 60' CMP DRAIN, 4't GC
i i I ~ ~ PROVIDE
' ' I ~ r RIP-RAP/GRAVEL FlLTER
FLOW ~ ~ CHECK DAMS
I I
50' NEUSE ~ 50' NEUSE I
RIPARIAN BUFFER ~ RIpARIAN BUFFER I
I
I
al I
I I
I ~
1 ~
I ~
I
20' A'
CONC.
DRIVE

LVE & BOX
~ HDD
UT TO SANDY RUN.
STREAM #521
USGS -INTERMITTENT
LATITUDE 35' 33' 48.9"
LONGITUDE 77' 41' 18.8"
/ PROPOSED
/ 40'0 LF DITCH CROSSING WITH 'C2" HDPE, IPS; SDR 9, 200 PSF
~~/ RIPARIAN BUFFER / WATER LINE INSTALLED BY HORIZONTAL DIRECTIONAL
' ~ / DRILLING AND 10" DIP, CLASS 350, MJ WATER LINE
,'~ '~ / so' NEUSE WITH GRIP RINGS INSTALLED BY OPEN CUT
~~ ,`
\~~~~ ;
Yf i i ~
W
~ ~ ~ ~i W.
i ~
,~
r
~ ,, ~ ,~~ i
~ i' RIPARIAN BUFFER
i
i ~' i
i i
i
i
' i FLOW ~
'ZONE 2 i' ZONE 1 '/ i' / ,' /'
~ ~ ZON 1 i ZONE 2 i
~ '
~ ~
~ ~
~ TEL/PP ~i ~
i ~ . ,'
--r i i
.-W--- i i ~ ./ -- .__,
._.W-_ . i
-i.~.:
~ i , ...
~ ~ ~,
/ZONE2~~ '
' ZONE 1 ~ ' - -
~ ~ ~
8' CONC.
RIPARIAN BUFFER ZONE 1 ~', ~ f / DRIVE
. 'ZONE 2~'I
i i
52' X 60 CAP DRAIN, 1'tGC ' '
i i
PROVIDE ~ ' I
RIP-RAP/GRAVEL FILTER ~' NEUSE '~
CHECK DAMS RIPARIAN BUFFER
1
w
0
GRAVEL
DRIVE
d
0
~,
ri,

15' CONC.
DRIVE
PROPOSED
1 EA. 10" GATE VALVE & BOX
HDD ~., sa R/w.
PP
17' ASPH/
---W--___-W-~
i~-J ~

s

PROPOSED
400 LF DITCH CROSSING WITH 12" HDPE, IPS, SDR 9, 200 PSI
WATER UNE INSTAU~D BY HORIZONTAL DIRECTIONAL
~ ~~ NEUSE DRILLING AND 10" DIP, CLASS 350, MJ WATER UNE
\ RIPARIAN BUFFER ~ WITH GRIP RINGS INSTALLED BY OPEN CUT
~ ~ \
\ ~ I o
\ ~
~ \ 1550 MOORE TOWN ROAD

5U- NtUSt
RIPARIAN BUFFER \
~
\
`~ ~\
\ \
~ `I
`
`
~ ZONE 2
`
~
` ~~
O
\ ~
\ \ ~ DIRT GRAS
` `
`
` ZONE 1 ` I `
`
` DRIVE
~ ~ PROPOSED T
10" GATE VALVE & BOX
1 EA oRl~
o
c
~
~
ZONE 1 \
`ZONE 2 ` ~
~
\ I \ i i .
,C'~~ HDD o
poc
~
\ t t ~ P
°°
R ~ \ ~
~ PP \ ` \ \ i t
i I TEL/PP ~ ~ °°
o 0
~ ~ ~ s.
` `
w ` w- - \ ` `
~
w ` i t
`
~ w
w w -~----w- o0
-1'~
\
\ ~
o `~ ~
`
~
N
w I
S ~
g ~. o
o o f
0

- ----w-----+w~k--~--w--~~ ---w- \
-``---
`-w--
----w------w-L----
-w-
\
-x
R/w -----x----t-r-x~
\ --~ --x- ~- -x ~- - ~ -x------x-- ---x-- --,

~ t
t t
\
.
`
\
\ \ \
`
`
`
`

t t \
~ \
`
`
\ ,`

\ ~

~ wIRE

FENCE
`
t t `
\
- f ~
DIRT ` `
NE 1 '~
` \ ZONE 1
\ `
\ ZONE
\ 2`\
DRIVE ~ ~ ZO ~

EXISTING GCRWS 4' PVC WATER LINE
\LV19L L
\ `
`\ \\ \\ \
~ ~ \ 50' NEUSE
50' NEUSE \~ f\RIPARIAN BUFFER
RIPARIAN BUFFER ~ FLOW \
6' X 12' CMP DRAIN, 2t GC \ ~ \
PROVIDE \~ \
RIP-RAP/GRAVEL FlLTER ~ \
CHECK DAMS ~ \ \
HARE \ ~\
FENCE ~ \
\~ \
\~ \
\\ \
\ \
f
\~ \ \
\
.~ \

50' NEUSE
RIPARIAN BUFFER
I I
I i
I i
I I
I I
I
I 1
I I
I I
I i \
i I
I 1
ZONE 2~ ZONE 1
I I
I i
i I
I I
I
1
I
I~
5o NEUSE
RIPARIAN BUFFER
tJT TO SANDY REIN
STREAM #523
USGS - PERENNIAL
LATITUDE 35' 32' 31.8"
LONGITUDE 77' 39' 56.7"
PROPOSED
~ ~ 450 LF DITCH CROSSING WITH 12" HDPE, IPS, SDR 9, 200 PSI
I I WATER LINE INSTALLED BY HORIZONTAL DIRECTIONAL
I I DRIWNG AND 10" DIP, CLASS 350. MJ WATER LINE
I ' WITH GRIP RINGS INSTALLED BY OPEN CUT
I 1
1 I
I PROPOSED
1 EA. 10" GATE VALVE & BOX
ZONE 1 iZONE 2i HDD
I
I I
1 I
1 1
I I
1 e ,a PP
I I W rr W I I ~~...~
t W W W 'T~~'W
I I I I I I I I
II
I~ I Ii II m ! 1 OOp
I O l I I O I I p O
O II o
I I 11 1 1 I I
-w--1---I-w-----~-'w~-----w-r---r--w------w------w------w------
I I I
I I PP 1 t PP
I 1 I 1 I
t I I I
1
I I 1 I
I I I I I
I I 1 I
I i ~ I I
I t I I TWO 48' CMP DRAINS, 7t G/C
IZONE 2 I ZONE 1 I ZONE 1 I ZONE 21 PROVIDE
' i i RIP-RAP/GRAVEL FlLTER
~ ~ flow ~ ~ CHECK DAMS
I I I I I
I i I
I I 50' NEUSE
50' NEUSE ~ RIPARIAN BUFFER
RIPARIAN BUFFER
I
I
I
I
I
I
I
I
I
.~
I
1

I
~I
T ~ GRAVEL
DRIVE
boot
~ a~~~
80' R/W
20' ASPHALT

o I c N ~ -
0
o° I ~ o° °o
_____W_-~._i__w_____-w_---_-W_---_-W---__-w-_----w---_} _~,__
EXISTING 6" GATE VALVE de BOX PP ~
-~~I
DECLASSIFlED
BY DWO
50' NEU'.
RIPARIAN Bl
PP
~ ~
~ ~
1 I
~ I
I I
I I
I I 50' NEUSE
I I RIPARIAN BUFFER
I
ZONE 2~
DECLASSIFIED BY DWQ
UT TO SANDY RUN
STREAM #524
USGS -INTERMITTENT
LATITUDE : 35' 31' 58.8"
LONGITUDE 77' 38' 15.3"
' ~a

\ ,.
i' ZONE 2 ~'
i i
i i
/ ~ ~ ~ ZONE 1
/ ~
i ~
/ \~
~ ~
/
PP ~ ~
i
i
, i
/ i ^----_
~~ ~i -
i ~
i ~
~ i PP/TEL
~ ,
r r
r
r r 50' NEUSE
r r RIPARIAN BUFFER
r r
r
/ r
ZONE 1 r r
/ZONE 2r
r
i
i ~
i
i i
i ~
i
i
' ' PP
i
i
i
} o
i
c4i i i w
i
i i
/ ~
i
i
~ ~ 8
OX 50' NEUSE ,/ZONE 2/ /~' ~~ W
RIPARIAN BUFFER / , ZONE 1 , ~ ~
, ZONE 1 ~ ~
, 1 iZONE2i
/ , i i
/ ~ ~ 50' NEU~
/ / ~ ~ RIPARIAN BUFFER HDD
/ ~ 1
/ // NDY RUN i~ ~~
i / CONCR TE BRIDGE TH / ~' PROPOSED
/ ; W00 N HEAD WA S r/ /~ 1 EA. 8" GATE VALVE & BO
/ / , /
/ , , /
/ / / /~
/ , , /
/ ' ' /
/ / / r
/ / / /
/ / i ~ PROPOSED
/ /
/ ' 500 LF CREEK CROSSING WITH 10" HDPE IPS SDR 9 200 PSI
SANDY RUN
STREAM #525
USGS -PERENNIAL
LATITUDE 35' 31' 54.2"
LONGITUDE 77' 39' 08.4"
~ i ~ WATER UNE INSTAU~D BY HORIZONTAL DIRECTIONAL
/
~ ,' I DRILLING AND 8" DIP, CLASS 350, MJ WATER LINE
/ ' WITH GRIP RINGS INSTALLED BY OPEN CUT
/
~ ~
/ ~
/
/
/
I
i

20071203 z SD070010

WATER LINE
R/W
SILT FENCE
BRIDGE OR CULVERT(S)
PLAN VIEW
CLASS TRIP-RAP
CLASS TRIP-RAP
SILT FENCE
~~\~%\~ -` ,'°- \~~y'~~~~~~ MINIMUM ACCEPTABLE
~~\\~\ ~ ~\/~ ~~~~ RIP-RAP DEPTH TO BE
~~~\/w DITCH, STREAM, CREEK \~\~~~~ 1 1/2 TIMES MAXIMUM
CARRIER PIPE {~~~\~\ \\ OR RIVER \~~\\~~i~ LARGEST STONE SIZE.
~'~~\\,\ ~~~~~~ FILTER FABRIC TO BE PLACED
UNDER ALL RIP-RAP.
SECTION VIEW
NOTES
THE CONTRACTOR AT A MINIMUM SHALL INSTALL AND MAINTAfN THE FOLLOIMNG SEDIMENTATION AND EROSION
CONTROL MEASURES AT ALL DITCH, STREAM, CREEK, AND RIVER CROSSINGS:
1. ALL LAND DISTURBED AREAS ON THE BANKS AND APPROACHES TO DITCH, STREAM. CREEK, OR RIVER
CR0SSINGS SHALL BE GRADED NOT TO EXCEED 2:1 RATIO IF POSSIBLE. SURFACE WATER SHALL BE
DIVERTED FROM LAND DISTURBED AREAS IF POSSIBLE.
2. IN AREAS OF CONCENTRATED RUNOFF PREVENTATIVE MEASURES TO INCLUDE BUT NOT LIMITED TO SILT
FENCES, RIP-RAP, SLOPE DRAINAGE, OR A COMBINAl10N THEREOF SHALL BE INSTALLED THE SAME DAY
CROSSINGS ARE CONSTRUCTED. SILT FENCES SHALL BE INSTALLED ON THE LOW 51DE OR AT THE TOE OF
ALL LAND DISTURBED AREAS TO PREVENT SEDIMENTATION FROM ENTERING THE WATERWAY.
3. ALL LAND DISTURBED AREAS ON THE BANKS AND APPROACHES TO DITCH, STREAM, CREEK OR RIVER
CR05SINGS SHALL BE FERTILIZED, LIMED, SEEDED, AND MULCHED WITHIN TWENTY-FOUR (24) HOURS.
4. WHEN OPEN CUTTING WET LANDS OR DESIGNATED RIPPARIAN BUFFER AREAS AROUND DITCHES, STREAMS,
CREEKS OR RIVERS, ALL THE DISTURBED AREAS SHALL BE RETURNEb TO ORIGINAL CONDITIONS. RIP-RAP
SHALL NOT BE INSTALLED IN WETLANDS OR DESIGNATED RIPPARIAN BUFFER AREAS.
EROSION & SEDIMENTATION CONTROL FOR WATER LINE
DITCH, STREAM, CREEK, OR RIVER CROSSING INSTALLED BY OPEN CUT
(TEXT HEIGHT SIZE 0.16)

Stream Crossing Summary
Contract No. 5 -Water Transmission Line, BPS and Controls
Greene County Alternative Water Supply
Greene County
Division of Water Quality 401, Riparian Buffer & Corps of Engineers 404 Permit
Stream
Number
Plan Pa e Actually
a Stream LatRude of
Crossin Longitude of
Crossin
Stream Name Perennial or
Intermittent?
Per ndiculaR Directional Drill
or O en Cut? Average
Stream Width Stream Impact
Len th feet Area of Stream
Im acts Area of Zone
One Im acts Area of Zone
Two Im act s
501 6 Yes 35de 32' 22.7" 77de 32'41.6" UT to Middle Swam Perennial Yes Directional Drill 19 0 0 0 0
502 7 No 35de 32' 14.T' 77de 32'41.6" UT to Middle Swam Declassfed B DWO Yes 0 n Cut 0 0 0 0 0
503 8 Yes 35de 31' 58.9" 77de 32'43.0" Middle Swam Perennial Yes Directional Drill 70 0 0 0 0
504 8 Yes 35de 31' 56.5" 77de 32'42.8" Middle Swam Perennial Yes Directional Drill 46 0 0 0 0
530 13 No 35de 31' 12.1" 77de 32'23.4" UT to Middle Swam Declassified B DWO No O en Cut 0 0 0 0 0
505 14 Yes 35de 31' 03.8" 77de 32'40.3" UT to Middle Swam Intermittent Yes Directional Drill 30 0 0 0 0
506 t4 Yes 35de 31' 03.8" 77de 32'40.2" UT to Middle Swam Intermittent No Directional Drill 9 0 0 0 0
507 15 Yes 35de 30' 59.7" 77de 33'00.9" UT to Middle Swam Intermittent No Directional Drill 20 0 0 0 0
508 16 Yes 35de 31' 00.4" 77de 33'07.1" UT to Middle Swam Intermittent No Directional Drill 16 0 0 0 0
531 19 No 35de 31' 02.6" 77de 33'49.4" UT to Sand Run Declassed B DWO No O n Cut 0 0 0 0 0
509 19 No 35de 31' 03.7" 77de 33'50.8" UT to Sand Run Declassified B DWO No O en Cut 0 0 0 0 0
510 26 Yes 35de 29' 36.3" 77de 34'18.8" UT to Mussel Run Intermittent No Directional Drill 25 0 0 0 0
511 27 No 35de 29' 23.5" 77de 34'18.7" UT to Mussel Run Declassed B DWO Yes O n Cut 0 0 0 0 0
512 28 No 35de 29' 14.7" 77de 34'21.4" UT to Mussel Run Declassified B DWO Yes O n Cut 0 0 0 0 0
513 30 Yes 35de 29' 01.1" 77de 34'27.1" UT to Mussel Run Intermittent Yes O n Cut 8 16 128 960 640
514 31 Yes 35de 28' 59.6" 77de 34'42.2" UT to Mussel Run Intermittent No Directional Drill 32 0 0 0 0
515 35 Yes 35de 25' 34.5" 77de 42'56.1" Mink Point Branch Perennial Yes Directional Drill 20 0 0 0 0
516 37 Yes 35de 26' 01.3" 77de 42'08.3" UT toT son Marsh Perennial No Directional Drill 12 0 0 0 0
517 37 No 35de 26' t9.6" 77de 41'56.4" UT toT son Marsh Declassified B DWO No O en Cut 0 0 0 0 0
527 39 No ` ` Declassed B DWO ` O n Cut 0 0 0 0 0
518 44 Yes 35de 2T 30.5" 77de 40'31.6" Contentnea Creek Perennial No Directional Drill 110 0 0 0 0
519 45 No 35de 2T 47.4" 77de 40'06.4" UT to Contentnea Creek Declassed B DWQ Yes O n Cut 0 0 0 0 0
520 49 Yes 35de 34' 06.0" 77de 41'17.7" UT to Sand Run Intermittent No Directional Drill 8 0 0 0 0
521 50 Yes 35de 33' 48.9" 77de 41'18.8" UT to Sand Run Intermittent No Directional Drill 6 0 0 0 0
522 52 Yes 35de 33' 34.5" 77de 41'10.3" UT to Sand Run Intermittent No Directional Drill 7 0 0 0 0
523 57 Yes 35de 32' 31.8" 77de 39'56.7" UT to Sand Run Perennial Yes Directional Drill 60 0 0 0 0
524 60 No 35de 31' 58.8" 77de 38'15.3" UT to Sand Run Declassified B DWO Yes O en Cut 0 0 0 0 0
525 64 Yes 35de 31' 54.2" 77de 39'08.4" Sand Run Perennial Yes Directional Drill 60 0 0 0 0

Total Stream Im act Len th feet 16
Total Stream Im act Area s uare feet 128
Total Stream Im act Area acres 0.003
Total Zone One Buffer Im act s uare feet 960
Total Zone One Buffer Im act acres 0.022
Total Zone Two Buffer Im ct s uare feet 640
Total Zone Two Buffer Im ct acres 0.015

` Stream shown on soils ma but not found on round therefore no data available Declass'fi ied b DWO .
3:05 PM
10/31/2007
D7012_GEN_EXCELWVL\GREENE CO\GC OS WSI-PHASE 1C\GEMBLUE LINE STREAMS\DWO401-CE404 Stream Crossing Summary.xls