20021085 Ver 1_COMPLETE FILE_20020705

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July 11, 2002
Nash County
DWQ Project #: 02-1085
APPROVAL OF 401 Quality Certification, ADDITIONAL CONDITIONS and Tar-Pamlico River
City of Rocky Mount
Attn: Jerry W. Pierce
Post Office Box 1180
Rocky Mount, NC 27802
Dear Mr. Pierce:
You have our approval in accordance with the attached conditions and those listed below, to place
fill material in 15 linear feet of perennial streams, or 1,400 ft2 of buffers for the purpose of installing a
12" force main and to upgrade an existing lift station at the Brook Valley Lift Station, as you described
in your application dated June 24, 2002. After reviewing your application we have decided, this fill is
covered by General Water Quality Certification Number 3374. This certification allows you to use
Nationwide Permit Number 12 when the Corps of Engineers issues it. This approval is also valid for the
Tar-Pamlico River buffer rules (15A NCAC 2B .0259). In addition, you should get any other federal,
state or local permits before you go ahead with your project including (but not limited to) Sediment and
Erosion Control, Coastal Stormwater, Non-Discharge and Water Supply Watershed regulations. This
approval will expire when the accompanying 404 or CAMA permit expires unless otherwise
specified in the General Certification.
This approval is only valid for the purpose and design that you described in your application
except as modified below. 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
wetland fills for this project (now or in the future) exceed one acre, compensatory mitigation may be
required as described in 15A NCAC 2H .0506 (h) (6) and (7). This approval shall expire when the
corresponding Nationwide Permit expires or as otherwise provided in the General Certification. For this
approval to be valid, you must follow the conditions listed in the attached certification and any
additional conditions listed below.
Michael F. Easley, Governor
William G. Ross Jr., Secretary
North Carolina Department of Environment and Natural Resources
Alan W. Klimek, P.E., Director
Division of Water Quality
Deed notifications or similar mechanisms shall be placed on all lots with remaining
jurisdictional wetlands and waters or areas within 50 feet of all streams and ponds to notify
the state in order to assure compliance for future wetland and/or water impact. These
mechanisms shall be put in place within 30 days of the date of this letter or the issuance of
the 404 Permit (whichever is later).
2. An additional condition is that stormwater shall be directed to sheetflow at non-erosive
velocities through the protected stream buffers.
3. An additional condition is that a final written stormwater management plan shall be,
approved by this Office before the impacts specified in this Certification occur. The
stormwater management plan must include plans and specifications for stormwater
is,
N. C. Division of Water Quality, 401 Wetlands Certification Unit,
1650 Mail Service Center, Raleigh, NC 27699-1650 (Mailing Address)
2321 Crabtree Blvd., Raleigh, NC 27604-2260 (Location)
[phone] (phone), 919-733-6893 (fax), (http://h2o.enr.state.nc.us/ncwetlands
management facilities designed to remove 85% TSS according to the most recent version
of the NC DENR Stormwater Best Management Practices Manual. Also, before any
permanent building is occupied at the subject site, the stormwater management facilities, as
approved by this Office, must be constructed and operational, and the stormwater
management plan, as by this Office, shall be implemented.
If you do not accept any of the conditions of this certification, you may ask for an adjudicatory
hearing. You must act within 60 days of the date that you receive this letter. To ask for a hearing, send
a written petition, which conforms to Chapter 150B of the North Carolina General Statutes to the Office
of Administrative Hearings, P.O. Box 27447, Raleigh, N.C. 27611-7447. This certification and its
conditions are final and binding unless you ask for a hearing.
This letter completes the review of the Division of Water Quality under Section 401 of the Clean
Water Act. If you have any questions, please telephone John Dorney at 919-733-1786 or Steve Mitchell
at our Raleigh Regional Office at 919-471-5700.
JRD/bs
Attachment
cc: Wilmington District Corps of Engineers
Corps of Engineers Raleigh Field Office
Raleigh DWQ Regional Office
File Copy
Central Files
Raleigh Division of Land Resources
V
0 21085
Office Use Only:

USACE Action ID No. DWQ No. ";
i'l
(If any particular item is not applicable to this project, please e
1.
Processing
1. Check all of the approval(s) requested for this project:
Section 404 Permit N
? Section 10 Permit ?
FJ 401 Water Quality Certification
p 2i_
JUN 2 8 2r
" or "N/A".)
?n'{UIIF"`??
Riparian orViWshed,. uffer Rules
Isolated Wetland Permit from DWQ
2. Nationwide, Regional or General Permit Number(s) Requested: tv A
3. If this notification is solely a courtesy copy because written approval for the 401 Certification is
not required, check here: ?
4. If payment into the North Carolina Wetlands Restoration Program (NCWRP) is proposed for
mitigation of impacts (verify availability with NCWRP prior to submittal of PCN), complete
section VIII and check here: ?
5. If your project is located in any of North Carolina's twenty coastal counties (listed on page 4),
and the project is within a North Carolina Division of Coastal Management Area of
Environmental Concern (see the top of page 2 for further details), check here: ?
II.
Applicant Information
Owner/Applicant Information
Name: Jerry W. Pierce City of Rocky Mount
Mailing Address: PO Box 1180
Rocky Mount, NC 27802
Telephone Number: 252-972-1121 Fax Number: 252-972-1232
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: Appian Consulting Engineers, PA
Company Affiliation: N/A
Mailing Address: 647 E. Wait Avenue
Wake Forest, NC 27587
Telephone Number: 919-562-4673 Fax Number: 919-562-4675
E-mail Address: _idavis(a?appianengineers.com
Page 5
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: Brook Valley Lift Station
2. T.I.P. Project Number or State Project Number (NCDOT Only): N/A
3. Property Identification Number (Tax PIN): N/A
4. Location
County: Nash Nearest Town: Rocky Mount
Subdivision name (include phase/lot number): N/A
Directions to site (include road numbers, landmarks, etc.): From Raleigh, travel east on
US Highway 64. Take Winstead Ave. Exit at Nash General Hospital, go to Sunset Ave
and turn right. Go approx. 2 miles to Easonburg and turn right at stop light. Site is
approx. 1/8 mile on Halifax Road.
5. Site coordinates, if available (UTM or Lat/Long): N35°58'1.46"/W77°52'16.0"
(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): 0.06 Acres
7. Nearest body of water (stream/river/sound/ocean/lake): Stoney Creek
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 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: Existing Road and culvert over stream
Page 6
10. Describe the overall project in detail, including the type of equipment to be used:
The existing lift station is to be upgraded and a 12" force main is to be installed
Trackhoes and other road and/or sewer building equipment will be used
11. Explain the purpose of the proposed work: To upgrade sewer lift station and install a
12" force main.
IV. Prior Project History
If jurisdictional determinations and/or permits have been requested and/or obtained for this
project (including all prior phases of the same subdivision) in the past, please explain. Include
the USACE Action ID Number, DWQ Project Number, application date, and date permits and
certifications were issued or withdrawn. Provide photocopies of previously issued permits,
certifications or other useful information. Describe previously approved wetland, stream and
buffer impacts, along with associated mitigation (where applicable). If this is a NCDOT project,
list and describe permits issued for prior segments of the same T.I.P. project, along with
construction schedules.
N/A
V. Future Project Plans
Are any future permit requests anticipated for this project? If so, describe the anticipated work,
and provide justification for the exclusion of this work from the current application.
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. 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
Page 7
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:
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
N/A

*
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
Total area of wetland impact proposed: 0
3. Individually list all intermittent and perennial stream impacts below:
Stream Impact Length of Average
Site Number Type of Impact Width of Perennial or
(indicate on Impact* (linear Stream Name** Stream Intermittent?
map) feet) Before (please specify)
Impact

1
Excavation
15 Unamed tributary
to Stoney Creek
8'
Perennial

Page 8

- - ••••r??• .r.... y w.., IU- my LwanpumAy mpauS. impacts mciuae, out are not um?tea 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.coin,
www.mapguest.com, etc.).
Cumulative impacts (linear distance in feet) to all streams on site: 15 feet
4. Individually list all open water impacts (including lakes, ponds, estuaries, sounds, Atlantic
Ocean and any other water of the U.S.) below:
Open Water
Impact
Site Number
(indicate on
ma
*
Type of Impact Area
of
Impact

(acres)
Name of Waterbody
(if applicable)
Type of Waterbody
(lake, pond, estuary,
sound, bay, ocean, etc.)
N/A

LAJI earn impact separately and identity temporary impacts. Impacts include, but are not limited to: fill, excavation, dredging,
flooding, drainage, bulkheads, etc.
5. Pond Creation
If construction of a pond is proposed, associated wetland and stream impacts should be
included above in the wetland and stream impact sections. Also, the proposed pond should
be described here and illustrated on any maps included with this application.
Pond to be created in (check all that apply): ? uplands ? stream ? wetlands
Describe the method of construction (e.g., dam/embankment, excavation, installation of
draw-down valve or spillway, etc.):
Proposed use or purpose of pond (e.g., livestock watering, irrigation, aesthetic, trout pond,
local stormwater requirement, etc.):
Size of watershed draining to pond: Expected pond surface area:
VII. Impact Justification (Avoidance and Minimization)
Specifically describe measures taken to avoid the proposed impacts. It may be useful to provide
information related to site constraints such as topography, building ordinances, accessibility, and
financial viability of the project. The applicant may attach drawings of alternative, lower-impact
Page 9
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.
The proposed crossing is adiacent to existing road and culvert that has been previously
disturbed. Also, it is located in the edge of the right-of-way.
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
in DWQ's Draft Technical Guide for Stream Work in North Carolina, available at
http://h2o.enr.state.nc.us/ncwetlands/strmgide.html.
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.
Page 10
2. Mitigation may also be made by payment into the North Carolina Wetlands Restoration
Program (NCWRP). Please note it is the applicant's responsibility to contact the NCWRP at
[phone] to determine availability and to request written approval of mitigation prior
to submittal of a PCN. For additional information regarding the application process for the
NCWRP, check the NCWRP website at http://l12o.enr.state.nc us/wrp/index htm. If use of
the NCWRP is proposed, please check the appropriate box on page three and provide the
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.
X.
Environmental Documentation (required by DWQ)
(federal/state) land?
Yes ® No ?
Does the project involve an expenditure of public (federal/state) funds or the use of public
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 ?
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.
Yes IN No ? If you answered "yes", provide the following information:
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 )?
Page 11
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 1100 3
2 300 1.5
Total 1400
1-uuc cxieuus out .3v ieet perpenatcwar 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 213.0242 or.0260.
N/A
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.
Existing <100 square feet of impervious surface Proposed 750 sq ft of impervious, of
which 450 sq.ft in Zone 2 and 75 sq.ft in Zone 1, due to access road Silt fencing upslope of
stream crossing.
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.
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
Page 12
XIV. Other Circumstances (Optional):
It is the applicant's responsibility to submit the application sufficiently in advance of desired
construction dates to allow processing time for these permits. However, an applicant may
choose to list constraints associated with construction or sequencing that may impose limits on
work schedules (e.g., draw-down schedules for lakes, dates associated with Endangered and
Threatened Species, accessibility problems, or other issues outside of the applicant's control).
Applicant/Agent's
is signature is valid

Date
2002
if an authorization letter from the applicant is provided.)
Page 13

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June 13, 2002
TO: Appian Consulting Engineers, P.A.
647 East Wait Avenue
Wake Forest, North Carolina 27587
FROM: Mr. Jerry W. Pierce, P.E., City Engineer,,
City of Rocky Mount
Post Office Box 1180
Rocky Mount, North Carolina 27802
I Jerry W. Pierce, P.E., City Engineer with the City of Rocky Mount, as owner concerning
the property on Halifax Road, Rocky Mount, NC do hereby authorize and give
permission for Appian Consulting Engineers to represent or act as agent on my behalf and
apply for a preconstruction notification or permit and allow DWQ or any other regulatory agency
to go on the property for such purposes as necessary to perform the job tasks.
t
June 13, 2002
(Name, AddIss nd Phone No. below this line) Date
Mr. Jerry W. Pi ce, P.E., City Engineer
City of Rocky Mount
Post Office Box 1180
Rocky Mount, North Carolina 27802
[phone]
tn. winword. bobby. agentauthorization.WF. HalifaxRd.doc
u
Appun
CONSULTING ENGINEERS, PA
CIVE, ARMICIPAL i 41TRUCrURAL ENGINE
COMPREHENSIVE ENVEtONNENTAL SENVI
841 S. Wesleyan Boulevard
P.O. Box 7966
Rocky Mount, North Carolina 27803
Telephone [phone]
Fax[phone]
email: [e-mail]
Website: AppianEngineers.com
GENTLEMEN: We are sending
LETTER OF TRANSMITTAL
DATE: P O. 1 ?,r_41 Np 6/27/02 n„
TO: DWQ 71
P
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Attn: Steve Mitch?tl
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PROJECT: r !1I(./??? ???
Brook Valley Lift Station Upj i"ad?k''?!?'/ t' t,?l?Ei[,1S RLLIq;,,,? f h
CM go I / U11 =I aCHlal am uwvwl.
SUBMITTAL : CODE
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APPROVrF 11 A
APPROVIM AS TED B
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M10#11111111 AND
PLEAIIE WON AND KIN E
PRINT
COPIES DRAWING NUMBER
(REVISION NO. OR DATE) DESCRIPTION CODE
7 PCN Permit Packet 1
1 Check Al 4678 In the amount of $200.00 nla
Remarks:
If you have any questions, please call us at 919-662-4673.
Thank you
Sent by: First Class Mail X
UPS Next Day / AM
UPS Next 2nd Day
Federal Express
Faxed
Hand Delivered
Pick Up
cc: File
server. acesta ndardrorms. otticeforms.letteroftm nsm M I. doh
If enclosures received are not listed above, kindly nodfy at once.
Thank you,
-By. Dana F. Mayberry Date: 6/26/02
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UI.Fit' , IR?a?pnIVV2002
USACE Action ID No. I) WO No.
(If any particular item is not applicable to this project please e>?ter "Not ' he ble" or "N/A".)
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1. Processing st ?'
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 D WQ
? 401 Water Quality Certification
2. Nationwide, Regional or General Permit Number(s) Requested: tV
3. If this notification is solely a courtesy copy because written approval for the 401 Certification is
not required. check here: ?
4. If payment into the North Carolina Wetlands Restoration Program (NCWRP) is proposed for
mitigation of impacts (verify availability with NCWRP prior to submittal of PCN), complete
section VIII and check here: ?
5. If your project is located in any of North Carolina's twenty coastal counties listed on page 4),
and the project is within a North Carolina Division of Coastal Management Area of
Environmental Concern (see the top of page 2 for further details), check here: ?
II. Applicant Information
I. Ovaner/Applicant Information
Name: Jerry W. Pierce Citv of Rockv Mount
vlai.ing Address: PO Box 1180
Rockv Mount NC 27802
I elephone Number: 252-972-1121 Fax Number: 252-972-1232
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: Appian Consulting Engineers PA
Company Affiliation: N/A
Mailing Address: 647 E. Wait Avenue
Wake Forest, NC 27587
Telephone Number: 919-562-4673 Fax Number: 919-562-4675
E-mail Address: idavis(a,appianengineers.com
Page 5
t
c nwinc s hove been xe ared o9 Instn,ments of service tar a particular site or building improvement and remains the property of the Engineer i n use under his supervision. No reproduction a (c~ Copyright 2001 Appian Consulliny Engineers, A These 1r { ( P reproduction or other u~,e is allowed wilhaut his permission. '
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1. Force main con be adjusled laterally In field as needed io ovoid confllcts with ocher
buried utilities. , 2. Notify Engineer If It Is discovered shot a private well b located within 50 of force
main. A pnliminary site eurveillonce was conducted dur~iq design and known were D 4
observed within 50. 3. Controctor to remove and nplacs moll boxes the day of nmoval. If ofier ~ o ° v e ° v
construction, the whesl track of the mailman cute tM shaukler is loured or la C~C~ ~ dOaG l3 P~ab ~ PG~O[~QdC~
otherwia found to be wft, place +57 stone on surtace pnd worts into grade until item. 4. Controctor Is nsponsibb for temporary nmoval and npkwement of roadway signs d o n o 0 0 ° C~C~ ~ f~ OG~~ ~~Q`~D0~1 DL~O~'i1MP
during and after condructlon. Regulatory etgne (speed gndt and stop signs) must be c v e u o° O ° o NJ ~ U ~WWV LSNJ`~0© CSC ~ PdQ~] ~ PQOf~QL~C~ ~3C~C~U~J PQO G
npiaced as won as condructlon has passed by the sight original location. oa b o[~ ~ T~1G~NJ ~~Q ~34~®0
5. Then Is o woier line located on the west side of Halifax rood. Water services to properhr owners on the cost side of Halliax Rood may exid. Look for meters or other C~C~ 4 PL~aG~ ~ PG~O QL~~ ~TQ ~~3
evidence of the existence of woier services ahead of cp~tructlon. Contact NC One ~ PG~O~ LAG ~ 400 T'bG°~M TQ 4~~00 C ~ Pad~l ~ 0 ~4a ~ C~
Call os well o: the City of Rocky Mount Water and Sewet Deportment at 912-1317. 6. Then on tro111c eignol pavement detectors located wBhGl iM pavement of Halifax o v e ° o o e a ~ ° p o° O ~ P~Q ~ PG30C~OdC ~ Q 4~~0~ ~'C~G~M [~~1D PQOd[~C~`~ C~L~ b 4
Road at and north of Sunset Avenue. Contact both the Traffic Services DIvlsion in
Wllwn of 237-6164 and the Cliy Traffic Engineer of g7Z-)123 for assistance in location of pavement detectors and wiring. G1'~Q o b DC~ ~ ~ CCC~ 77 ~Q~T 0 4aQd
7. Location and topographical information was taken from on actual field survey C~C~°~3 L~UG~4 ~`~aTQOa DC~'GJQd~
performed by Joyner, Keeny d< Aswclates. Retennce Datum Is 11SL ale construction, workmanship shall sheet tM of Rocky liouni Ganual ~ o oa C~Ob~'G°~0~ ~J04C~ ~ DC~`~QOd~ ~C~ ~ C~G~OSQO
B. All mater) of SpecHicatlon:, Standards and Design, latest rwlsion. 0 0 0 ~ I~4 ° Q~~ ® ~'G~MC~4UOb b 4C~~ ~ D ~ C~Ob~ 0
g. Ail exposed concrete for driveways and sidewalks q to be minimum 3000 psi at 28 C~ ~
do s. Controctor shall cave-cut to provide smooth tron~pfl of tie-ln io existing edge •n y vement and driveways, when applicable. ~ of pa C~Ob~4G~NJ~~'QOb DC`~QUL~~ C~C~
10. All sl ns, vement markings, and other traffic control ~wlces :hull conform to the `0 g pa
n Uniform Traffic Control Devices, latest edition amended, and are the p Y S~ Manual o W 1 ,
Controcior's nsponslbllity. f! 11. The contractor shall be responsible for all work zone traffic control in or adjacent to Y
NCDOT or City right-of-way. All methods shall conform the Manual on Uniform urnt EASaauwc s F
Trofflc Gontrol Device: (tIUTCD) and NCDOT standards. d Sl1NSET Alf. ~ 12. Work wHhin the NCDOT right-oi-way shall conform to IiCgQT standards and ,,y. ,,~F q
apecificatlona. •i~"~~.
13. Contractor shall comply wish all pertinent provisions of thl 'Manual of Accident ~ N~TM
Prwentlon in Construction" issued by AGC of Americo, mc.; and the Safety and Hwlih Regulations for Gnsirucilon bawd by the U.S. Oscortment of Labor.
14. Existing utigty locations shown on approximate and shnti a v.rifl•d In the field prior r SY LS SITE PLAN ~tiD UTILITY MBO
to beginning work. Controctor shall contact NC One..G.ut Ccnter at 1-800-632-4848 g for loealtone al-•xleW+4-ulllltles Prior biepiaaing oo* •riciion. p TCH DRAINAGE PIPE, FE5 FLARED { r 5 iEE , c
LOCH iS. AN disturbed arrvs s.'?aA be bndecaped and seeded ric,a::D •43 days of completion of 'V~TIO~ as:s ~ !e CU.! LO a:sass a a,a ER NOT TQ SCALE 10 Ra:•::i fN~ SEC',GN) dt RLp k~P.
t;ondruction. ~ NOT TQ SCAL 16. On the force main, 'Megalug" joins n:irolnis at iHting ofp nqulnd at some locations ,r
in Ibu o1 concnie blocking. Such locations on naive iA tits plans. PRO. CU'~A t 6uTTER CATCH BASIN, DRAWAGE
Flood Hazard zone. 17. The Ilft station site 1s not within a FEW mapped (food ones or PIPE ~ ~AJNCIION 80l(
l 18. Owner is responsible for deierminatlon or discovery o3 tat~Nllg underground storafle tanks (UST), septic tanks,. abandoned utlUty Ilnes, proved ~ cert(eterles that may
exist on the site. PRO SP4i. UP iEE, G.V. dt FIRE HYDRANT C^ i W~BLOCKING "1 ,
19. Contractor :hall exercise extreme caution when working fir, around, and/or 1~
adjacent to existing power lines. 20. Do not pour any conereie before forme an inspected an0 approved by the protect /L , ~-0 B' SS. k MANHOLE ~ ~ ~ € {J EX .AREA 11C1iT A t '7,
en Incr. Fallun to do :o may constitute nmoval of wad performed at Controctor s g G.
cost until mode satisfactory by the Engineer. 21. Site disturbance is man than 1 ocn thenfon on ero~lon control permit hpa been TEE ~ G.V. W/BLOCKING ~,s~ 1 H PROP05:0 AREA UGfiT y . _
o Iled for. No work shall Degin on s(te until on opptowd copy of the erosion control PP ~ DawTES sroP ~GN LocAnoN ~ ~ ter ~ "
permH has been obtained from the nvlew agency. Al: o~ltional erosion control ~ TREET NAME LOCATION
Nems chat an installed that an not shown on the pwns, IhoU be approved by the local agency or the Engineer before Installln9 In order bprove for payment. Items E . , - -6.~,:.; . I
not approved will be Installed at the contractor a expe(tse, i LLL~~7
22. Coordination of electrical placement shall be 'the eoN nsp~lslbiUty of the Controctor. 23. This site is not located wNhin o Watershed Protected Zany p • ~1Mr- • Ex EIEC. unE ~
rwms shown on the Ian an located wNhln the Tqt'-Pam buffer. Exercise care O 24. The st P 8 `~i p,.~~ ss~ ..y
In minimizing the dleturbanee within these zones. 25. The total wetland Impact is less than 1/10 acre. - PRO. UNDER-c~a,ao Z;•Q~ : ;
ales or Wetwelb ua as conllned and nqulre OCK MO NT rabic Ranh ufy C T O F Y in or new o q 26. Exist g W EIECTRIf. SE
compliance with OSHA 'Confined Access Entry' nquinrnenh. GrtHied equipment, cable ui ent and er dwkes may be necessary . . 0 X 118 0 other a I / P 0 $421 '~,'CT~~OS ~~U~P "`.f~Y SFC~~
proper noilticatlon and pp W Pm to protect workers, ofier system Is operotionol from hydfe4en-wlfide gas build-up or -ss- - EX SANITARY SEMER - n.~~,. _ ~.NCINE~.~
02 T C 78 Y UN nment. 0 C - nvlra R an otherwise oxygen less • !
27. The contractor :hall be n:ponslble for the repair of any pavement or existing utilities i E::enite coutlon. ~ ? ~ Z1 construction activ Z Choi may be damaged due io tY - W - - Ex wATF7t YAw ~~/h r' ~ 1A~, 5, ~y, vi
28. M is common for nvlsions to occur to the sealed drove during the permitting and Flnel Drs
b(dding phase. As o result, only plan: signed and dot by the Engineer of Record in the 'Approved for Construction' certificate (in addition te the signature and dale - - 950 - - - - EbS11NG caNTOUR Review purposes ONLY
over the s•al and, If a pllcobb, also bearing the dgnah:n and date of the O 4 P 8
applicable local government authority reviewing and approving the plans, will be considered the Approved Construction Drawings. Theses plgns only an to be used PERWi APPROVALS:
for construction. Work either stoked or constructed iron) plans stamped Prelfm(nary 9 95o PROPOSED coNrouR SEWER coI1ECTI0N SYSTEM:
or with the :lgnatun missing from the 'Approved for Cgnthuction certificate will be ' 'all be ns nsibb for S TE ruclon. The contra S 0 C e for const t c/ ih Po EN S iabl E Y & A N.C. DEHNR PERMT N0: • DATE: • S TE
unocce JOY con:Idered p ! ! remedlating and comcting all confllcts created by him, of his own expense, which y'j 9so.oo EnsnNO t~AOE WATER DISTRIBU110N SYSTEM: + N.C. pENNR PERMIT NO: N A DATE.
cti Drawl s. 8 0 4 A roved Constru on O C Y O U N T C 1~ with the ng R N may be at variance PP ! x U
29. Building contractor shall apply for and obtain bulllding permH for the pump houso. • onstbb to veri tM minlnwm building setback Z 2~ 7 " ~4 hall be r s Building Contractors P fy 950.00 ~PRAD~ 0 FINIS?ED r
nqulnmenis wNh the building inspections office befew eon:tructlon. m ~:3+ i i ~ .
30. All construction debris shall be disposed of off-site In a date permiHed landfill. 31. The cost for power pole nlocotion is te be home by the pswloper. Contractor is to O Nap DATE: DESCRIP110N: BY: CAD: a
coordinate relocotlon with the Deportmenl of Uillitlea o
32. Alinimum bury on underground ebctrlc l: to be 48 . Ylp1g?um bury on 12 DIP force main Is 36". 0
33. Soil Polsoning/Termiie Protection of building slobs -sleet they minimum r
nqulnments as denoted in NC Administrailre Code 34.C506, Minimum a~¦ a
Requln/Subierronean Termite Pnv/Commercial Butldl(.gs Under Construction.' ti ' n ~ ' ~
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841 South Wesleyan Blvd. RoCky Mount N.C. 27804 252 972-7703 Phone L
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Email: admin0appianengineers.com World Wide Web: www.applonenginears.com U R
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c Co ri ht 2001 Appian Consullrny Lnyinee,•., P A. These drawings have been prepared as instruments of service for a particular site or building improvement and remains the properly of the Engineer for use under his ~ uhervision N~, reproduction or other use is c ~y?. 0 P 9 / other use is allowed wilhoul his permission.
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55' / 101.01 / ' m l ~
f PRO 6' HIGH CHAIN LINK
104.01 FENCE (SEE DETAIL 814.01) 1' TYPE K COPPER W/ ~ 6' THICK 4000 PSI CONC GEN / / Y ~ 7 .;.~:j1!N
~ ~ PRO 12' DIA WETWELL k PUMP HOUSE 1' DOUBLE CHECK PAD. SIZE TP FIT GEN, DENOTES FENCING ~ L C,r yak ~ ~ i ~ ~ ~y s ~ N C ~ ~Ar~ ~ '~rf aG iZa in~..;~''~,~ O ~
FFE • 139.00 VALVE ASSEMBLY TO BE REMOVED ~ ,h bal ~ . , o _ T N ~ UI
102.05 INV 12' Ni FROM 6' MH = 128.22 (SEE DETAIL 811.02) EX SERVICE TO EX STATION INV 1T' FROM SOUTH ~ 132,00- IN BUILDING REMOVE WHEN NEW STATION I -COMES ON UNE. i ~ I ~ of z F ~ I a,~k,. N t D a •
PRO YARD GAS METER i ~ O~fE JEE i _ r - ~ 0 ~ 'C U
RR 103.05 U HYDRANT EX YARD HYDRnN BED ~ ~ QP~ P~ / a ~
1 ~ RELOCATED T SIDE B ILDING pt~' 1~ , 1
7 15.33 - o w WITH CONC PrAD i / = M -NEW E~'OLE do AREA UGHT ~ ~ .-,JJ m W
FFE ex aerate 1.3/.62 ~ , / 106.01 .oo ~ 1 ~ ~ / ~ 9 , i x ~ e ~ / ~ 0 8
, 4a ~ i x ~ ~ ~
' ( ~ ~ , I ,s~ lk`~' o ~ . c \ ~ + i i R OVE CON ETE PAD AF R / ~ i i ' o 0 ~F6 / , - O O
G~ 103.09, 103.02 , I \ ,,y . ~ ~ W STAiI d~1ES ON UNE n 1 x ' ' ~ • )~~it~ 4r ~ ~ EX FIBE~LASS HUT IFT$TA~ION ~ 0J ~ -I a- eP~ / J z z
6 LF /2' DIP 0 0.0 ll r t: ~ ; . y,;. ~ ~ RT 4' ~ I ~ ~ ,~ctl~ 1; TO 8 /REMOVED. CONV~ 1p ' ~ ~ ~ ~ ~ ~ rn < 1P~ 1 a a o
~ • ~ WE LL TO 4 i MH'WITH VENT ~ ~ , , t ^4', t ~ _ 1 t , / ~ i i' ~ / , ~ ~
S'~70~L ' i ~ ~ f I ' -'r~., ~ f m ~ FL f TOP. TOPE 38.50 ~ j , 1 ~ ~ a ~ FI BOTTOM CONCRETE ; ' ,j ~ ~ ~ ~ i' ~ ~ Q
+28.56 ~ { N ex ,,p I:~ . T ELEV 126.8 STA 9 6' p1A WW _ ,~8 - + . ,,t ,t!~~',. y.rr:,-:~ ~ ( BOT =,T~14.53t) ~ ~ ~ /
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fence I MJ 90' VERT 4 9.77' ~ ~..w~a E I I ,~y' ex ~ ~ ~i
-x- ELBOW W/ MEG-A-L ro ST 9+ 6.8 ~ i / CE-x-- - XBN ~ 10x12 INC W / I r'C~~y, JOINT RESTRAINT / EOIA W~TWELL. EMOVE ~ / ~ r
(BELOW r'~ MEG-A-LUG / I ~ i ~ / ,;rt; y TOW. LdWER W:TLWELL dc,~~ ¦ ¦ ¦ ¦ i i~
2 ~"J ~ JOINT RESTRAINT I 9. , , a+ + ;i;';;i RbT TE ~LATIrTOP IIS SHOWN. ~ / J ~ in ~ 1~ ~ _ - ~ / ~ ? '"~~~,';°t t'i 6ET , OP rMH CASTII a ~ 1381625. / 1C l 1 I 7:, .,,;~,t, /SE R(tE ST',MH A . ,AT / / / - -
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z._ 179.96 W IS hreuf 1Jd80 , ~ , ; tq~4 M ~ I-~ ~ ; - Q. N - ENVIRONMENTAL SERVICES
I i- ~ , ~ 1~ ~ - ~ -ROCKY MOUNT: - . ,:.yARIES 1 - , ~ > YAit~S ' 841 SOUTH WESLEYAN BLVD.
' ~l ~Po?+'rienf - ~M FM-- 4 ABANDON EX 4'-FM_ Q~ --FM-'-~' ~~FM- ,q`ri'~~ ~~1~ d~: a~~r~ ~=1" c ~7 ` r ~ FM-- ~ _ - - - y, do PLUG BOTH ENO.. Js_ ~ -sl~~ AIATTiNG - _ ROCKY MOUNT, N.C. 27804 _ ; . A-,..-. LOW OgTY Q
, - HERE k AT I f y4F EXACT LDFA?I 4~ - ~ - aJ9-TAW.,-~~.,* DISCHARGE ENO. / !~J9~zz - ~,1~iox,~>z5 s~ PHONE: [phone]
Q 1~n7^NO'9'•, W ~ eoltr - - „F~^+Zti°yy~~ + y I ' ~ _ _ _ - - - - - ~ EP ~ ~ ~ ~ FAX: [phone] - ( ) - - - - - el pcbm°"1 - Y/
~ Ez 1 TER (VERIFY ~ r ~ r ~ r ed~' -WORLD WIDE WEB: - ~
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~r ~ - ~ , IiE .RESTRAINT RING FOR r S~ _ . ~ _ ~ , _ r / admin0appianengineers.com o ~
,SERIES 1700 W/ ~ r ~ s - - g ~~~r ~ ~ 1 , 4J ~ •T1E ROOS, WELD RODS ~ ~ I
Ot' CASING PIPE . , $ ~ a , - ~ f ~ J l
>~f w/ coµ TAR . _ _ ~ l x, ~~y, r _..~,-.r~ _ 1.--- - I 1!9.88 f
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119 ~ - ~~``'EE ~o' y'' 119.69 0 H - ~ .Q
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1 - JJ9----- ~ - _ --------'-f---------~38TL--- ~ ~Z~
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110.15 . ~ ~ ETA 9+~9.5~ 6`_~_---- i , _ _ _ ~Ep, ~ - - _ , ~ ~ 119.2 139 ~ ~ 1 ~ EX STONE END _ ~ ~ - - _ _ - ~ X RBC g1~ I 1 -y- r r E% STONE END 1NALL - CAUAONr----"-- ~ ~G B J~
- _ _ _ _ _ - ~ ~ -38-1. , - - - I ~ _ ~ExTEi~. ~F iM0 rEX T~F WIDTH UNKNOWN _ , _ _ - ~ EX Oy POWER _ _ ~ ~ -~M~ rr'-~- ~i
XBK, 9--- ~ ! 1 ~ 'r 2C9L~- _y_ X9 - ~ - - - -
_ / r - ~ 1 ~ ._110--._ - J _ l ~ - - - 8- - JV~r- J~-. _ - - _ DIP ~ _ 135.27- - R@V18'W ONLY
- .L- - ----139--- ~ L ~ J~. i
- 118--'~ -----~qAs~------ i. 7 .S, - -~`M CAUTION: ~ , - - =a7'J~ - - - _
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12' 90' MJ B 3e./ - .area 4•'" _ - ~ /
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- - _ - -------115----- r '.N / 1 ~ ~ ~,F'/i 5 _ / - - - _1x dilctl - Via.-R-__. - _
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~ 118.11 J~` ~ A m a ,2~~~~ ~ a 0 1.38 ~ ----XBK ~ 6,ry F. ~ ~ F' ,~0 / x ~ U
,QPCp' iQ ti~ I 1P SCALE: i' = 10'
~ ti ~ ~ ~ i 2. 0 10 20 25 30 35 40
10' 1.5
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.fir' ~ , ' ~ oEPTH < 1e' RIt#1T --h1^- - . it E ~1f*._ ~IIERUN L
I;EFT -,cue, _ ~ o _ 145
1 ~ 145 ~ fir 7,)'.
' ASS I RIP RAP ~,M ~ OVER NON WOVEN _ ~ BE ORE ORDERI G 12' DIA ETWELL x' h _ 01 I N I j
FABRIC (tot Torys) SCAL ' Oi 0~ t0 _ II + ~
t.e,~ ,o' Hoq~~.>~
1. ~ 5 VER ~r,'. +i rnl rn~~ a ~ a - ~R~, - 140
i 140 ~ ~5 FFE = 139 I = ~ - - - i
- TOP 138. ~ ~ - C
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ov1cS G Z r ~ u r _ cnunoN: , ~ I II ~
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h ~av o 135 ~ - I ~ I ~ ~ 135 ~ I -
NDARY DESCRIP'iION SHOWN of w3 B 30 f Q1~,t ~ Zo ~ - II ~ - 1 U t I ~ r
IS T FOR RECORDATION. q ' r ~c, II Z_ ~ m - - I-f-- - ~
e ~ Jr 20 w i ~ ` o I --I - • I ~ ~ a
co~ oovER suers - - _ I I o
130 In an effort to malntoln quality design and construction, - ~ ~ ~ _ I -
Appio has established a plan cover sheet protocol to -l ensu that the involved parties are all working from I ' I ' '
' the st recent plan revlslon. Appian has assigned colors - 8 DIAI I ~ a ~i--~I _ ~
to th plan corer sheet to correspond with stages of the - _ ~ a
deslg /construction process: WHITE for agency review/ _ _ prell nary phase; BLUE for the bldding phase; and GOLD ~ 125 a
fart construction phase. Contractor should note that 125 a , o
the o I set of plans to be used for construction an DEFORE _ _ y YOU DIG
hose with a old cover, Controctor Is to contact the t g cut 1ou rR~ ~ ~ ~ ~ o I ~ p ~ F ~ p
' prole engineer to obtain the moat currant plan. 1_~_ 832-4949 _ .
NORTH _ _ _ . _ F . _ ~ I ~ ~ } I °
SAFETY Thes drawings do not contain the requirements for CAROLINA _ ~ 120 3
safe shall be the sole OHE CALL 120 Job s fety. All provisions for ty CENTER I I I ~ ~ J U
respo sibll(ty of the contractor. I _-_1- i - I % _ _ ~ a * v ~ I
These plain are for bldding purposes only and - used as Construction drawin s I' I - tr < ~ ; ~ O
The ontractor shall be respons(ble for reviewing all on not to be g - M ~ _ - N
.,,i.t<I „ Inh ~~r,r11?h~.- Inv adverse existlna conditlona unless Initialed and dated as approved for - - ~ ? 1~ ~ _ /
affe ing work shown on these drawings shall be Construction below by the Engineer. M5 ilL 0 ^ I O O W m W W W m
brou t to the attention of the engineer for possible Approved for Construction: 115 3 3 > I
clarif ation or reconciliation. j Date: 0 0 N i0 I 0 LI L I O
zE E z
RECORD DRAWN(S ADA AND LEGAL DISCLANER I n NON 1~'Co 04
This ocument is not represented to comply with all These drawings are believed to be a correct requi ements contained in the ADA or other laws. representation of actual field conditions but > C4 t I 02-017 N
Engi ers are not licensed to Interpret laws or give are not warranted as such. e advic concerning laws, the owner should have this Z~ N Z~ 04 / D-
L )0 9+50 10+00
docu ant reviewed by his attorney to determine 9+00 om liance. BY Data: legal p CE-2 U