20040332 Ver 1_COMPLETE FILE_20040308

ATFR
PG
micnaa r. casiey, uovernor
William G. Ross Jr., Secretary
North Carolina Department of Environment and Natural Resources
Alan W. Klimek, P. E. Director
Division of Water Quality
Coleen H. Sullins, Deputy Director
Division of Water Quality
May 4, 2004
City of Greensboro
PO Box 3136
Greensboro, NC 27402-3136
DWQ Project No. 04-0332
Guilford County
Page 1 of 2
Subject Property: Hilltop Road Sanitary Sewer Outfall, Shimer Drive to Adams Farm S/D, Greensboro, NC
Bull Run Creek [03-06-08,17-5-(l), WS-IV]
APPROVAL of 401 Water Quality Certification and NO PRACTICAL ALTERNATIVES DETERMINATION per the
Randleman Lake Water Supply Watershed Buffer Protection Rules (15A NCAC 2B.0250) with ADDITIONAL
CONDITIONS
To Whom It May Concern:
You have our approval, in accordance with the attached conditions and those listed below, to place fill within or
otherwise impact 82 feet of streams and 11,012 square feet (ft) (or 0.25, acres) of protected riparian buffers for the
purpose of installing the proposed sewer system at the subject property, as described within your application dated
March 1, 2004 and received by the N.C. Division of Water Quality (DWQ)`on March 8, 2004. After reviewing your
application, we have decided that the impacts are covered by the DWQ General Water Quality Certification Number(s)
3374 (GC3374). The Certification(s) allows you to use Nationwide Permit(s) 12 when issued by the US Army Corps of
Engineers (USACE). This letter shall also act as your approved No Practical Alternatives determination for impacts to
the protected riparian buffers per 15A NCAC 2B.0250(2). In addition, you should obtain or otherwise comply with any
other required federal, state or local permits before you go ahead with your project including (but not limited to) Erosion
and Sediment Control and Non-discharge regulations. Also, this approval will expire when the accompanying 404
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. If you change your project,
you must notify us and you may be required to send us a new application. If the property is sold, the new owner must
be given a copy of this Certification and approval letter and is thereby responsible for complying with all conditions. If
total fills for this project (now or in the future) exceed one acre of wetland or 150 linear feet of stream, compensatory
mitigation may be required as described in 15A NCAC 2H .0506 (h). For this approval to be valid, you must follow the
conditions listed in the attached certification and any additional conditions listed below.
Conditions:
1. Erosion & Sediment Control Practices - Erosion and sediment control practices must be in full compliance with
all specifications governing the proper design, installation and operation and maintenance of such Best
Management Practices in order to protect surface waters standards:
a. The erosion and sediment control measures for the project must be designed, installed, operated, and
maintained in accordance with the most recent version of the North Carolina Sediment and Erosion Control
Planning and Design Manual.
b. The design, installation, operation, and maintenance of the sediment and erosion control measures must
be such that they equal, or exceed, the requirements specified in the most recent version of the North
Carolina Sediment and Erosion Control Manual. The devices shall be maintained on all construction sites,
borrow sites, and waste pile (spoil) projects, including contractor-owned or leased borrow pits associated
with the project.
2. No Waste, Spoil, Solids, or Fill of Any Kind - No waste, spoil, solids, or fill of any kind shall occur in wetlands,
waters, or riparian areas beyond the footprint of the impacts depicted in the Preconstruction Notice Application..
North Carolina Division of Water Quality, WETLANDS / 401 UNIT
2321 Crabtree Blvd., Raleigh, NC 27604-2260 (Location)
1650 Mail Service Center, Raleigh, NC 27699-1650 (Mailing Address)
919-733-1786 (phone), 919-733-6893 (fax), http://h2o.enr.state.no.us/ncwetiands
Greensboro
Page 2of2
May 4, 2004
All construction activities, including the design, installation, operation, and maintenance of sediment and erosion
control Best Management Practices, shall be performed so that no violations of state water quality standards,
statutes, or rules occur.
3. No Sediment & Erosion Control Measures w/n Wetlands or Waters - Sediment and erosion control measures
shall not be placed in wetlands or waters to the maximum extent practicable. If placement of sediment and
erosion control devices in wetlands and waters is unavoidable, they shall be removed and the natural grade
restored within six months of the date that the Division of Land Resources has released the project.
4. Certificate of Completion - Upon completion of all work approved within the 401 Water Quality Certification or
applicable Buffer Rules, and any subsequent modifications, the applicant is required to return the attached
certificate of completion to the 401/Wetlands Unit, North Carolina Division of Water Quality, 1650 Mail Service
Center; Raleigh, NC, 27699-1650.
5. Water Quality Certification(s) -The proposed project must comply with all of the conditions of General Water
Quality Certification(s) (GC) 3374.
6. Sewer Systems -The project shall comply with 15A NCAC 2H .0219(i)(2)(G) and all other State, Federal and local
sewer system regulations.
Violations of any condition herein set forth may result in revocation of this Certification and may result in criminal and/or
civil penalties. This Certification shall become null and void unless the above conditions are made conditions of the
Federal 404 and/or coastal Area Management Act Permit. This Certification shall expire upon expiration of the 404 or
CAMA permit.
If you do not accept any of the conditions of this Certification (associated with the approved wetland or stream impacts),
you may ask for an adjudicatory hearing. You must act within 60 days of the date that you receive this letter. To ask for
a hearing, send a written petition, which conforms to Chapter 150B of the North Carolina General Statutes to the Office
of Administrative Hearings, P.O. Box 27447, Raleigh, N.C. 27611-7447. This certification and its conditions are final
and binding unless you ask for a hearing.
Any disputes over determinations regarding the No Practical Alternatives determination (associated with the approved
buffer impacts) shall be referred in writing to the Director for a decision. The Director's decision is subject to review as
provided in Articles 3 and 4 of G.S. 1508.
This letter completes the review of the Division of Water Quality under Section 401 of the Clean Water Act and the
Randleman Lake Water Supply Watershed Buffer Protection Rule as described within 15A NCAC 213.0250. If you have
any questions, please telephone John Dorney at 919-733-9646 or Bob Zarzecki at 919-733-9726.
Sincerely,
'Alan W. Klimek, P.E.,
NC DWQ, Director
Attachments: Certificate of Completion
GC 3374
cc: Jason S. Geary, PE, City of Greensboro, Engineering & Inspection Dept., PO Box 3136, Greensboro, NC 27402
USACE Raleigh Regulatory Field Office
DWQ Winston-Salem Regional Office
DLR Winston-Salem Regional Office
File Copy
Central Files
DWQ # 04-0332
Date: May 4, 2004
bz
V# 11331 /# 93797
City of Greensboro
Post Office Box 3136
Greensboro, North Carolina 27402-3136
NC Division Of Water Quality
401 Unit
1621 Mail Service Ceng"er'°,,,^
Raleigh NC 27699 1621
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1?00V
City of Greensboro
T, ti
North Carolina
FILE.
M" i
March 1, 2004
Division of Water Quality 040,3,34? *e
401/Wetlands Unit ?N®
1650 Mail Service Center s/?Or?
Raleigh, North Carolina 27699-1650 R 040
8?DOS
Re: Application Form and Documentation for 401 Water Quality Certikion
Project Name: Hilltop Road Sanitary Sewer Outfall;
Enclosed for your review are seven sets of the following documents, which are assembled
in the order shown below. Our check for the $200.00 Application Fee is attached to the
top set of documents.
• Pre-Construction Notification Application Form (9 Pages)
• Greensboro Vicinity Map (1 Sheet)
• USGS Topographic Map (1 Sheet)
• Soil Survey Map (2 Sheet)
• Aerial Photo of Project Area (1 Sheet)
• Impact Site Location Map (1 Sheet)
• Impact Site Detail Sheets (2 Sites; 3 Sheets)
• NCDWQ Stream Classification Form (1 Sheet)
• City of Greensboro Standard Drawings referred to on Detail Sheets (5 Sheets)
Please note that only two stream impacts are listed in the Pre-Construction Notification
Application Form, although three sites are included in the documents. Site 3 shown in
the documentation is an ephemeral stream. I felt it necessary to bring this site to your
attention so that you would be aware of all water quality impacts on this project.
Should you need to contact me, I can be reached by phone at [phone], by fax at
[phone], and by e-mail at [e-mail].
We appreciate your review of this application and look forward to your response.
Sincerely,
kvl' ?-
Jon S. Geary, P
Project Engineer
sao P.O. Box 3136 • Greensboro, NC 27402-3136 • www.greensboro-nc.gov • [phone] • TTY# 333-6930
.I
I -A.
Office Use Only: Form Version October 2001
USACE Action ID No. DWQ No.
If any particular item is not applicable to this project, please enter "Not Applicable" or "N/A" rather than
leaving the space blank.
1. Processing
1. Check all of the approval(s) requested for this project:
X Section 404 Permit
? Section 10 Permit
X 401 Water Quality Certification
? Riparian or Watershed Buffer Rules
2. Nationwide, Regional or General Permit Number(s) Requested: 401
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 (see section VIII - Mitigation), check here: ?
II. Applicant Information
1. Owner/Applicant Information
Name: City of Greensboro
Mailing Address: P.O. Box 3136
Greensboro, NC 27402-3136
Telephone Number: [phone] Fax Number: [phone]
E-mail Address: ci.greensboro.nc.us
2. Agent 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: Jason. S. Geary, P.E.
Company Affiliation: City of Greensboro, Engineering & Inspection Department
Mailing Address: P.O. Box 3136
Greensboro, NC 27402-3136
Telephone Number: [phone] Fax Number: [phone]
E-mail Address: jason.geary(a,ci.greensboro.nc.us
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 project: Hilltop Road Sanitary Sewer Outfall
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: Guilford Nearest Town: Greensboro
Subdivision name (include phase/lot number): N/A
Directions to site (include road numbers, landmarks, etc.): Travel I-40 West, exit at Guilford
College Road, turn left (south) toward Jamestown and travel till you see Hilltop Road on left.
Turn left on Hilltop Road and travel past Shimer Drive. The outfall begins approximately
400' east of Shinier Drive. The outfall starts on the south side of Hilltop Road at this point
and travels south approximately 1900' at which point it ties into an existing outfall located
approximately 330' north of Moss Cove Court in the Adams Farm Subdivision.
5. Site coordinates, if available (UTM or Lat/Long): N/A
(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. Describe the existing land use or condition of the site at the time of this application:
Residential, pasture, public roadway.
7. Property size (acres): 1.8 acres
8. Nearest body of water (stream/river/sound/ocean/lake): Bull Run Creek
Page 6 of 13
9. River Basin: Cape Fear
(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/m.Ws/.)
10. Describe the purpose of the proposed work: Extension of sanitary sewer service to
properties impacted by NCDOT's widening of Hilltop Road.
11. List the type of equipment to be used to construct the project: Backhoe, Excavator,
trucks, tamping equipment.
12. Describe the land use in the vicinity of this project: Residential, Agricultural.
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:
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
Page 7 of 13
plan. All wetlands and waters, and all streams (intermittent and perennial) must be shown on a
delineation map, whether or not impacts are proposed to these systems. Wetland and stream
evaluation and delineation forms should be included as appropriate. Photographs may be
included at the applicant's discretion. If this proposed impact is strictly for wetland or stream
mitigation, list and describe the impact in Section VIII below. If additional space is needed for
listing or description, please attach a separate sheet.
1. Wetland Impacts
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://wtivw.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.)
List the total acreage (estimated) of existing wetlands on the property: N/A
Total area of wetland impact proposed:
2. Stream Impacts, including all intermittent and perennial streams
Stream Impact Length of
Impact Average Width Perennial or
Site Number Type of Impact*
(linear Stream Name** of Stream Intermittent?
(indicate on map)
feet) Before Impact (please specify)
Temporary - Excavate,
Site # 1 backfill & stabilize 42' UT 16' Perennial
Site # 2 Temporary - Excavate,
backfill & stabilize 40' UT 11' Perennial

* List each impact separately and identify temporary impacts. Impacts include, but are not limited to: culverts and associated rip-rap,
dams (separately list impacts due to both structure and flooding), relocation (include linear feet before and after, and net loss/gain),
stabilization activities (cement wall, rip-rap, crib wall, gabions, etc.), excavation, ditching/straightening, etc. If stream relocation is
proposed, plans and profiles showing the linear footprint for both the original and relocated streams must be included.
** Stream names can be found on USGS topographic maps. If a stream has no name, list as UT (unnamed tributary) to the nearest
downstream named stream into which it flows. USGS maps are available through the USGS at 1-800-358-9616, or online at
www.usgs.,gov. Several internet sites also allow direct download and printing of USGS maps (e.g., www.topozone.com,
wwwana uest.com, etc.).
Page 8 of 13

Cumulative impacts (linear distance in feet) to all streams on site: 82' of temporary impact
3. Open Water Impacts, including Lakes, Ponds, Estuaries, Sounds, Atlantic Ocean and any
other Water of the U.S.
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, cean, etc.)
N/A

* List each impact separately and identify temporary impacts. Impacts include, but are not limited to: fill, excavation, dredging,
flooding, drainage, bulkheads, etc.
4. 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
Size of watershed draining to pond: N/A Expected pond surface area: N/A
VII. Impact Justification (Avoidance and Minimization)
Specifically describe measures taken to avoid the proposed impacts. It may be useful to provide
information related to site constraints such as topography, building ordinances, accessibility, and
financial viability of the project. The applicant may attach drawings of alternative, lower-impact
site layouts, and explain why these design options were not feasible. Also discuss how impacts
were minimized once the desired site plan was developed. If applicable, discuss construction
techniques to be followed during construction to reduce impacts.
The desired sanitarv sewer alip-mnent was constrained by the area of service needed on the unner
end and the location of existing sewer to tie into on the lower end. Impacts to the perennial
stream paralleling the proposed sewer were avoided by keeping all construction out of the Zone
1 buffer, and the majority of construction out of the Zone 2 buffer. Impacts to the perennial
streams crossing the proposed sewer were minimized by crossing these streams as close to
perpendicular as possible.
Page 9 of 13

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/strrngide.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.
N/A
2. Mitigation may also be made by payment into the North Carolina Wetlands Restoration
Program (NCWRP) with the NCWRP's written agreement. Check the box indicating that
you would like to pay into the NCWRP. Please note that payment into the NCWRP must be
reviewed and approved before it can be used to satisfy mitigation requirements. Applicants
will be notified early in the review process by the 401/Wetlands Unit if payment into the
NCWRP is available as an option. For additional information regarding the application
process for the NCWRP, check the NCWRP website at http://h2o.enr.state.ne.us/wip/index.httn. If
Page 10 of 13
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): N/A
Amount of buffer mitigation requested (square feet): N/A
Amount of Riparian wetland mitigation requested (acres): N/A
Amount of Non-riparian wetland mitigation requested (acres): N/A
Amount of Coastal wetland mitigation requested (acres): N/A
IX. Environmental Documentation (DWQ Only)
Does the project involve an expenditure of public funds or the use of public (federal/state/local)
land?
Yes X No ?
If yes, does the project require preparation of an environmental document pursuant to the
requirements of the National or North Carolina Environmental Policy Act (NEPA/SEPA)?
Note: If you are not sure whether a NEPA/SEPA document is required, call the SEPA
coordinator at [phone] to review current thresholds for environmental documentation.
Yes ? No X
If yes, has the document review been finalized by the State Clearinghouse? If so, please attach a
copy of the NEPA or SEPA final approval letter.
Yes ? No ?
X. Proposed Impacts on Riparian and Watershed Buffers (DWQ Only)
It is the applicant's (or agent's) responsibility to determine, delineate and map all impacts to
required state and local buffers associated with the project. The applicant must also provide
justification for these impacts in Section VII above. All proposed impacts must be listed herein,
and must be clearly identifiable on the accompanying site plan. All buffers must be shown on a
map, whether or not impacts are proposed to the buffers. Correspondence from the DWQ
Regional Office may be included as appropriate. Photographs may also be included at the
applicant's discretion.
Will the project impact protected riparian buffers identified within 15A NCAC 2B .0233
(Meuse), 15A NCAC 2B .0259 (Tar-Pamlico), 15A NCAC 2B .0250 (Randleman Rules and
Water Supply Buffer Requirements), or other (please identify) Randleman Rules anply(see note))
Yes X No ? If you answered "yes", provide the following information:
Page 11 of 13

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 6,074 sf 3 18,222 sf
2 4,938 sf 1.5 7,407 sf
Total 11,012 sf not required
* Zone 1 extends out 30 feet perpendicular from near bank of channel; Zone 2 extends an
additional 20 feet from the edge of Zone 1.
If buffer mitigation is required, please discuss what type of mitigation is proposed (i.e., Donation
of Property, Conservation Easement, Riparian Buffer Restoration / Enhancement, Preservation or
Payment into the Riparian Buffer Restoration Fund). Please attach all appropriate information as
identified within 15A NCAC 2B .0242 or .0260.
N/A
XI. Stormwater (DWQ Only)
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.
XII. Sewage Disposal (DWQ Only)
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.
All wastewater will be piped to a wastewater treatment plant off site.
XIII. Violations (DWQ Only)
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
'1 .
E
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).
NCDOT will begin widening Hilltop Road in December of 2004. The initial stages of this
widening will destroy the septic systems of several residents along Hilltop Road. Therefore,
gravity sewer service must be provided to these residents before this widening project begins.
0
Applicant/Agent's Signature ' / Date
(Agent's signature is valid only if an authorization letter from the applicant is provided.)
Page 13 of 13
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-I a56
WATER
Resources
City of Greensboro
N
W E
S
Legend
Water & Sewer Features:
- Proposed Sewer Lines
® Proposed Sewer Manholes
.-. - Existing Sewer Lines
• Existing Sewer Manholes
® Lift Station
Stormwater Features:
ginlet
cbinlet
yinlet
+ pipeio
(, swmh
® cinlet
- pipe
--? culvert
Planimetric Features:
Pond
USGS Streams
Golf Course
Building
_ Driveway
Road
- City Limit Line
- Topo Lines
r ?
?r? ?8, , eaa' '' ?Q ? 85' -°Layout Created By: BMB
s m
a , o N? -852 City of Greensboro
852 8Sg
Water Resources Dept.
iie?? a A' 2-23-04
lw I ?TI, Disclaimer.
m tl'
36
'._M ' r'?39/ J • N', m o° rr` spa ?'' eee rttGreensboro, Water Resources
v
Department makes no representation about
83gr suitability of the information contained
o ?r 8 - i - r on this map or drawing. All information is
k?$? m 30 ` ro 8q provided "As Is", without warranty of any
m a3p "r? g2B 8 i w kind.
ti a32 B? B 91 bp? a The City shall not be liable for any special,
2 -8,10 a?5 ag6 ^86 v?i direct Indirect or consequential damages
A ?ap0 r18g4_ r ¢ ° arising out of or in connection with the use
9° y of this information. Although every attempt
is made to provide useful and accurate
o a
information the information herein may
,810q contain inaccuracies and errors.
6 The information provided is intended
?p - only for general use. No information
1
used on this map is intended as a
( a o n 83 , Y ?- substitute for field verification. The
4 ?6 -8 ?4? user of this information assumes the
y S' ?i? ;? 46 r risk and uses this information voluntarily.
0 8
?p I e Pile Name: Y:1Engineeringlby_projecls
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HILLTOP ROAD
57 -SANITARY SEWER,` OUTFALL:
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GREENSBORO® Greensboro Site Ma - Hilltop Road Outfall Date: February 2 18th, 2�
Map p Scale: 1" = 200'

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GREENSBORO ® -

0 C ::?
STREAM CLASSIFIED AS PERENNIAL
BY,RON SMALL-'WITH COG STORMWATER DEPT.
1/20/04
CONTRACTOR',TO NAP
DISTURB ONLY 1
WITHIN THE,, 20'
INSTA,SI
PROP. COG #'200;'MH CH
ANNELLOURI?
er?rrnu •?.nn nn /
,r
zlft?
ALL EFFORTS POSSIBLE TO
AREAS OF THE STREAM,
RM. UTILITY EASEMENT.
ENCE PARALLEL. WITH
' WOODED AREA
PRQp S3 .? ? E
B ,F
E
roB o r) UFF?R-_.__
0#585-
10NF
. eU?FFR\
oe 1
.
- ------ ?, - - - - - - -
T.
SCALE: 1=40'
E Site No. I
L
L C/ T Y OF G R E E N S B O R O
DATE REV.
Site No. I - Hilltop Road Sanitary Sewer Outfall
03/04/04
E
i
STREAM CLASSIFIED AS PERENNIAL
BY RON SMALL WITH COG STORMWATER DEPT.
r 1 20/04
i
r o CONTRACTOR TO HAKE ALL EFFORTS POSSIBLE TO
DISTURB ONLY THE AREAS OF THE STREAM
rr, WITHIN THE 20'?PERM. UTILITY-EASEMENT.
f INST ALL SILT FENCE PARALLEL WITH
CHANNEL DURIN6.CLEARING 6 6RUBBINC?
PWP. COG, TD. #213 STREAM CROSSING
30 LF - 49 ' CMP: ;INV. IN: 820.90. ;INV. OUT. 820.00
1
20' m m SANITARY SEWER IS INSTALLED.
SO IMAINTAIN AS PER COG STD. #2i4.
ciwEEK
ISTURBANCE LIMITS ARE FROM
S1ATI 6+65.00 TO SATION 6+76.00:.-
i
r
MAX PRO: SEb LENGTH OF STREAM IMPACT = 40 LF
i;
i ,
E WOODED AREA
- -E - E \
6 -_--- -- ~?_---- E
'0? - --
7 PROP 400.00 LF ?.?g• S ITARY SEWER
E
u
\ #602 E
-E
t INSTALL COG STD. E
#215 STONE DIT H CHECK `T 0
(TYPICA )
--------------- ----------
............
#6000
O
X--X 4\
X X ?
X-?X
STING FENCE X -? o
(BARBED WIRE) X -
70B
J
i
LEGEND
RIP LEAP STABILIZATION
Z9NE 1 BUFFER
,ZONE 2 BUFFER ----------------------------------'
TEMP. CONSTRUCTION ESMT. E
PERMANENT UTILITY ESMT. - - - - - -
TOP OF CREEK BANK T013
CREEK CENTERLINE
PROPOSED SILT FENCE
WOODS LINE
NO CONSTRUCTION IS TO TAKE PLACE
IIN ZONE 1 OR ZONE 2 OF THIS PERENNIAL STREAM..
NOTE: BUFFER ZONES SHOWN ARE
RANOLEMAN WATERSHED BUFFER ZONES:,
SCALE: 1=40'
Site No. 2
u- C/ T Y OF G R E E N S B O R O
a
LIJ
Site No. 2 - Hilltop '``?.1 Road Sanitary Sewer outfall DATE REV .
< 03/04/04
N
STREAM.-CLASSIFIED -AS--EPHEMERAL
BY RON" "SMALL WITH C4? STORMWATER- -DEPT-.
1/20/04
REMOVE.S..AESET BARQED WIRE FENCE --
V/
-I- ,, m Y E
-- - -----------------
-"? -- ------1 -------•
Y
N
APPROX. LOCATION OF EX. ?`k ® INSTALL COG STD.
8" DIP SANITARY SEWER X_ X 1433 SILT CHECK DAM
X-- ... ca
_x -X
rye
e
.. ..- ,?O 8
108
•
`mil .. ..
ACROSS MAN MADE..DITCH DURING DRY
_.....WEATHER MFEN NO FLOW IS PRESS r.; `
AFTER SANITARY SEWER IS'INSTALLED.
INSTALL EXSELSIOR MATTING.
CREEK DISTURBANCE LIMITS ARE FROM
STATION 0+19.00 TO SATION 0+26.00.
PROPOSED LENGTH OF STREAM IMPACT - 25 LF
WOODS LINE-----
Ex. Manhole
Station 0+00.00
Top 817.04
Inv. Out = 811.00
SS
------------------ -
CONTRACTOR TO"INSTALL TEMPORARYY
FENCINfi AS NEEDED TO PREVENT
LIVESTOCK FROM ESCAPING
ONTRACYOR TO INSTALL SANITARY SEWER
LEGEND
EXCELSIOR MATTING
-'ZONE 1 BUFFER
ZONE 2 BUFFER... - ---------------------------------
TEMP. CONSTRUCTION ESMT. E
PERMANENT UTILITY ESMT. - - - - - -
TOP OF CREEK BANK TOB
CREEK CENTERLINE
PROPOSED SLLT- fENCE
WOODS LINE
NOTE: BUFFER ZONES SHOWN ARE
RANDLEMAN WATERSHED"BUFFER ZONES.."
?I Site No. 3 SCALE: 1=40'
C / T Y OF G R E E N S B O R O
DATE REV.
L Site No. 3 - Hilltop Road Sanitary Sewer Outfau 03/04/04
E
NCDWQ Stream Classification Form S )rE # 3
Project Name: " I1 N p U . oL t C all River Basin: Cape Fear County: Guilford
roject Number. Nearest Named Stream: (j?11 (tart Latitude:
Date: ? / 20 / cr-k USGS QUAD: Longitude:
Primary Field Indicators: (Circle One Number Per Line)
Evalud6r."Ron Smill• "
Signature: J,-51?ca
LocationiDirections:
&LE cast of Avoilwaad
Of.
CL;th.d (n-COG bordc, -
I Geomorpholot?
1 is There A Riffle-Pool Sequence?
2) Is The USDA Texture In Streambed
Different From Surroundin Terrain? Absent
• 0

0 0 Weak
O 1

• 1 Moderate
0 2

0 2 Strong
O 3

0 3
3 Are Natural Levees Present? • 0 0 1 O 2 O 3
4 Is The Channel Sinuous? • 0 O 1 0 2 O 3
5) Is There An Active (Or Relic) Floodplain Present? 0 0 0 1 O 2 O 3
6 Is The Channel Braided? • 0 0 1 0 2 O 3
7) Are Recent Alluvial Deposits Present? 0 0 0 1 0 2 0 3
8 Is There A Bankfull Bench Present? • 0 O 1 0 2 0 3
9) Is A Continuous Bed & Bank Present? •
(*NOTE If Bed & Bank Caused By Ditching And WITHOUT Sinuosit 0
y Then Score=0') 0 1 0 2 O 3
10) Is A 2" Order Or Greater Channel (As Indicated
On Tooo Map And/Or In Field) Present?
Yes=3
IN,,-=O
PRIMAR Y GEOMORPHOLOGY INDICATOR POINTS:
II Hvdrolo v Absent Weak Moderate Strong
1 Is There A Groundwater Flow/Discharge Present? O 0 • 1 0 2 O 3
PRIMARY HYDROLOGY INDICATOR POINTS:
III Biologv Absent Weak Moderate Strong
i Are Fibrous Roots Present In Streambed? O 3 O 2 O 1 O 0
2 Are Rooted Plants Present In Streambed? 0 3 O 2 0 1 O 0
3 Is Peri hvton Present? 0 0 0 1 0 2 O 3
4) Are Bivalves Present? • 0 0 1 0 2 O 3
PRIMARY BIOLOGY INDICATOR POINTS.
Secondary Field Indicators: (Circle One Number Per Line)
I Geomorphology Absent Weak Moderate Strong
i Is There A Head Cut Present In Channel? • 0 O .5 O 1 O 1.5
2 Is There A Grade Control Point In Channel? • 0 0 .5 0 1 O 1.5
3) Does Topography Indicate A Natural Drainage Way? 0 0 0 .5 0 1 0 1.5
SECONDARY GEOMORPHOLOGY INDICATOR POINTS: _ 6
II Hvdrolo v Absent Weak Moderate Strong
1 Is This Year's Or Last's Leaflitter Present In Streambed? O 1.5 0 1 • .5 0 0
2 Is Sediment On Plants Or Debris Present? • 0 0 .5 O 1 O 1.5
3 Are Wrack Lines Present? 0 0 O .5 0 1 0 1.5
Is Water In Channel And >48 Hrs. Since Last Known Rain? 0 0 0 .5 O 1 0 1.5
xmi-mr• rent h lndirnted 1. 09 Ahnve Skin This Steo And #5 Below')
5) Is There Water In Channel During Dry 0 0 q .5 0 1 0 1.5
Conditions Or In Growing Season)? ' `` " °" %/X-7)
SECONDARY HYDROLOGY INDICATOR POINTS:
III Biologv Absent Weak Moderate Strong
1) Are Fish Present? 0 0 O .5 _ 0 _1 0 I.5
2) Are Amphibians Present? • 0 O .5 - 0 1 O 1.5
3) Are AguaticTurtles Present? 0 0 O .5 0 1_ 0 1.5
41 Are Crayfish Present? 0 0 O 5 O 1 O 1.5
S) Are Macrobenthos Present? a ,. ?aS
6) Are Iron Oxidizin Bacteria/Fungus Presents
7 Is Filamentous Ai ae Present?
8) Are Wetland Plants In Streambed? N c SAV
2 O 0
O 0
• 0
Mostly 013L
1 5
0 .5_
O .5
Mostly FACNV
0.75 O 1
• 1
0 1
Mostly FAC
0.5 O
0
O
Mostly FACU
0 1.5
1.5
1.5
Mostly OUPL
SECONDARY BIOLOGY INDICATOR POINTS: \ • C)
TOTAL POINTS (Primary + Secondary) = 13
(If Greater Than Or Equal To 19 Points The Stream Is At Least Intermittent)
CLASSIFICATION: F h t r..: ?`?
C_hct{ raw, aWd. &i{,6. . StA??dt•?, ?S? t?np.•F F?cS:?'t
r.?F ??: Ft?tJ. i-c44 t;Nc? <vt:5r?atc.?
N.or
A.
-MIN. 10'-J
II
10 ' X 10 ' DENWA TERING
3
BASIN P 2.' 1 SIDE SLOPE
O
1- - TOP OF BANK
-MIN 10 ---{
.
TEMP. CAP
STREAM
FL ON
-?
TOB
SANDBAGS-?u CROSPIPE-.{ I I WAI - THICK 04
SHED STONE
25' 15'
40' CONSTRUCTION EASEMENT
PLAN
POL YETHYLENE FABRIC
ON FACE (B ML. THICK)
OVER
PIPE
STREAM _ ... A,
FL ON -? TEMP. 24 " TO 42 " CMP )
MIN.
EX. IN V.
CREEK ®- CROSSING
10 ? PIPE
SANDBAGS MIN.
SYNTHETIC FILTER
FABRIC
SECTION A -A
TOP OF BANK
1

TEMPORARY
STONE DAM
NOTES.'
1) EROSION STONE TO BE "CLASS I" RIP-RAP UNLESS DESIGNATED DIFFERENTLY ON PLAN.
2) KEY SANDBAGS 6 FILTER FABRIC INTO CREEKSANKS AND INVERTS WHEN POSSIBLE.
3) PIPE SIZE AND NUMBER TO BE DETERMINED BY ENGINEER ON PLAN.
4) CONVERT TO COG STD. #214 AS PROJECT IS STABILIZED(SEE COG STD. 0214)
5) SANDBAGS, POLYETHYLENE. 6 TEMPORARY CMP MAY BE DELETED ON DRAINAGE DITCHES.
WITHOUT ACTIVE FLOW, AS DIRECTED BY ENGINEER.
q CITY OF G R E E N S B O R O
N
STD. NO. REV.
STANDARD SEDIMENTATION CONTROL FOR CROSSING
01-91
-97
W DRAINAGE DITCHES OR STREAMS DURING CONST. 213 03
r
20' PERM. R/W
10
PROPOSED
EARTH BERM Q
(TYP.) --) J--- ----
STREAM =':=
FLOW - `T
NA TURAL
GROUND Q
CROSSING
PIPE
PLAN
TOP OF BANK
PROPOSED
EARTH BERM
(TYP.) ---,
v?
s?
oo
EX. INV.
CREEK
-VA-- SYNTHETIC FIL TER
FABRIC (AS PER
3 1 NCDOT SPEC 01056
TYPE-2)
CROSSING PIPE
1B" CLASS I
RIP-RAP
SECTION A -A
NOTES.'
1) PERMANENT CROSSING FOR VEHICLE MAINTENANCE EOUIPMENT.
2) CLASS I RIP-RAP TO BE LAID MIN. 18 INCHES THICK OVER ENTIRE AREA OF DISTURBANCE
(AS DIRECTED BY ENGINEER).
3) CLASS II RIP-RAP, 24 INCHES THICK, USED IN LARGER STREAMS (AS DIRECTED BY ENGINEER).
4) AS PROJECT IS STABILIZED PLACE SYNTHETIC FILTER FABRIC 6 SPREAD ALL EXISTING
EROSION STONE INTO PERMANENT LINER AS SHOWN. ADD STONE AS NEEDED.
C/T Y OF GREENSBORO
a+
. NO. REV.
STD
STANDARD SEDIMENTATION CONTROL FOR CROSSING
03-97
-91
W DRAINAGE DITCHES OR STREAMS AFTER CONST. 214
1,12-03
TOP OF BANK

TOP OF BANK

RIP-RAP
TYPICAL
SYNTHETIC FIL TER
FABRIC
DRAINAGE DITCH OR SMALL STREAM
PROPOSED
UNDERGROUND
PIPE LINE , .
CLASS B STONE
MIN. f NATURAL GROUND
9"
MIN.
1 . -0 " THICK
If
#57 STONE 2
OV
FL ON I i
I I
I I
i
OPTIONAL TYPE B
SIL T BASIN (SEE
02)
CLASS B STONE
aO s INVERT
r,?n
r. 4' TO 6' f
NCDOT DGN 1630.
T YPICAL L ONGI TUDINAL SEC TION
NA TURAL GROUND
MIN.
CLASS B STONE
DI TCH
TYPICAL CROSS SECTION
NOTES.'
PA VEMENT FOR THE DI TCH CHECK WILL BE A T THE CONTRACT UNI T PRICE PER TON FOR STONE
FOR EROSION CONTROL, CLASS B, AND 0157 STONE.
ENSURE THA T THE DRAINAGE AREA ABOVE THE CHECK DAM DOES NOT EXCEED 2 ACRES.
STABILIZE OVER FLOW AREAS ALONG THE CHANNEL TO RESIST EROSION CAUSED BY CHECK DAMS.
q C / r y OF G R E E N S B O R O
STD. NO. REV.
STANDARD TEMPORARY 03_88
x STONE DITCH CHECK 1215108-0-0
ISOMETRIC VIEW
N
O
O
N
C
N
METAL FENCE POST
o HOG WIRE (OPTIONAL)
EROSION CONTROL FABRIC
0
04 WASHED STONE
S??PE 1=1 I (=1 I (_,
-?- F -? I I_I I I-I 11=1 I I.
-iii =1 I 1=1 I 1=111=1 11=1
1=1 1-11 i_i i i_
EX. EARTH
K D' ?o
ti
NOTES.'
MAXIMUM PLACEMENT OF POST USING HOG WIRE WITH APPROVED EROSION
CONTROL FABRICS TO BE 10 ' -0 ".
MAXIMUM PLACEMENT OF POST WITHOUT HOG WIRE USING APPROVED EROSION
CONTROL FABRICS TD BE 6'-0" TO 8'-0' APART.
POST METAL T-POST 5 . -0 " OR 6'-0- IN HEIGHT DEPENDING ON FILL
SLOPE.
FABRIC • 3'-0 " IN WIDTH (MUST MEET ENGINEERS SPECIFICATIONS
FOR EROSION CONTROL).
0
STONE 04 WASHED STONE TO BE PLACED 1 ' -0 " DEEP A T SIL T FENCE.
N
u'
O
V
31
a
N
q C/ T Y OF GREENS B OR 0-
V
STD. NO. REV.
03-97
STANDARD SIL T FENCE DETAIL 216
W
r
pN
O
N
C
m
w RIP-RAP SIZE
DETERMINED
J BY C. F. S.
TOP OF BANK
MIN. OF CLASS I
G RIP-RAP Q
- T 7-
T=7 1, ;,111-
04 WASHED
p STONE, 6" THICK
Q?
I-1 I I-
A -E- FLOW 1-
-11I;,, I
CREEK INVERT
W/2
,111- 1111-11 1-
-III...
?- RIP-RAP -?
CREEK INVERT
W
SECTION A -A
NOTE.'
THIS DEVICE IS TYPICALLY USED 15' AWAY FROM PIPE OUTLETS LATER
TO BE SPREAD INTO A RIP-RAP APRONN
THIS DEVICE TO BE CONSIDERED FOR 36 CUL VERTS OR LARGER.
in
m
a
c0
U
2
v
q
cc
tll
C/ T Y O F G R E E N S B O R O
a+
STD. NO. REV.
STANDARD TEMPORARY SIL T 03-97
W CHECK DAM, TYPE A 433

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CHAPEL HILL, NC 27514 VENDOR NO.: 1 T331
City of Greensboro VENDOR NAME NC Division Of Water Quality
? Post Off,ce Box 3136 CHECK NUMBER: 93797
a NSS A Greensboro, NC 27402-3136 CHECK DATE: 02/24/04
Invoice No. Comments Invoice Date Gross Amount Discounts Net Check Amount
CJ8310 02/24/04 200.00 0.00 200.00
HILLTOP ROAD SANITARY SEWWER OUTFALL
CK. NQ
200.00 0.00 200.00