20011664 Ver 1_COMPLETE FILE_20011108

MEMORANDUM
TO: John Dorney
Non-Discharge Branch
Regional Contact: Pete Colwell
WQ Supervisor: Rex Gleason
Date:
SUBJECT: WETLAND STAFF REPORT AND RECOMMENDATIONS
Facility Name City of Salisbury: Raw Water Line County ROWAN
Project Number 01 1664 County2
Recvd From APP Region Mooresville
Received Date 11/8/01 Recvd By Region
Project Type water line
Certificates Stream Stream Impacts (ft.)
Permit Wetland Wetland Wetland Stream Class Acres Feet
Type Type Impact Score Index Prim. Supp. Basin Req. Req.
F12 BLH O Y O N F__ 12-110 ?? 30,704. 0.08 210.00 240.00 F_-
F-1 `F 7?ON 7
¦..r??? e? .maw i?w? ¦ ww?
Mitigation Wetland
MitigationType TYpe Acres Feet

Is Wetland Rating Sheet Attached? 0 Y 0 N Did you request more Info? 0 Y 0 N
Have Project Changes/Conditions Been Discussed With Applicant? 0 Y 0 N
Is Mitigation required? 0 Y0 N Recommendation: 0 Issue (0 Issue/Coed 0 Deny
Provided by Region: Latitude (ddmmss)
Longitude (ddmmss)
Comments:
The proie?gins at Ellis Crossroads near Old Mocksville Road north of Salisbury. The project
corridor runs south through a rural landscape of forest and farm land. The first stream crossing is a
small perennial tribu- - to a laraer unnamed tributarv to Grants Creek. South of this crossing the
project parallels the larger tributary through residentail neighborhoods and crosses a second small
tributa that has been channelized through the neighborhood. The project crosses the larger stream
iust_north of Grants Creek near the Old Mocksville Road bridge.
the project crosses Grants Creek just upstream of the bridge and begins parallel a larger urban
stream through a are_ enway corridor up to a large Cemetary. The p?ect crosses the stream twice
before entering the ceme. - . Within the cemetary the project crosses the stream again at a 20
degree angle impactjno more of the channel,
cc: Regional Office
Central Office Page Number 1
Facility Name City of Salisbury: Raw Water Line County ROWAN
Project Number 01 1664 Regional Contact: Pete Colwell
Date: 11/29/2001
Comments (continued from page 1):
cc: Regional Office
Central Office Page Number 2

IS 75
01 1664
1.

0
O?
WATER
Q?
L
Pre-Construction Notification (PCN) Application Form
For Section 404 and/or Section 10 Nationwide, Regional and General Permits, Section 401
General Water Quality Certifications, and Riparian Buffer and Watershed Buffer Rules
This form is to be used for projects qualifying for any of the U.S. Army Corps of Engineers' (USACE)
Nationwide, Regional or General Permits as required by Section 404 of the Clean Water Act and/or
Section 10 of the Rivers and Harbors Act, and for the North Carolina Division of Water Quality's
(DWQ) associated General 401 Water Quality Certifications. This form is also to be used for any
project requiring approval under any Riparian Buffer Rules implemented by the N.C. Division of Water
Quality. This form should not be used if you are requesting an Individual 404 Permit or Individual 401
Water Quality Certification. The USACE Individual Permit application form is available online at
littp://www.saw.Llsace.ai-iny.i,nil/wetlands/Penp apfi.lltm.
The USACE is the lead regulatory agency. To review the requirements for the use of Nationwide,
Regional or General permits, and to determine which permit applies to your project, please go to the
USACE website at http://www.saw.usace.anny.inil/wetiands/i-ei?ytoui-.Iitin, or contact one of the field
offices listed at the end of this application. The website also lists the responsible project manager for
each county in North Carolina and provides additional information regarding the identification and
regulation of wetlands and waters of the U.S.
The DWQ issues a corresponding Certification (General or Individual), and cannot tell the applicant
which 401 Certification will apply until the 404 Permit type has been determined by the USACE.
Applicants are encouraged to visit DWQ's 401/Wetlands Unit website at
http://h2o.enr.state.nc.us/ncwetiands to read about current requirements for the 401 Water Quality
Certification Program and to determine whether or not Riparian Buffer Rules are applicable. The
applicant is also advised to read the full text of the General Certification (GC) matching the specific 404
Permit requested. In some cases, written approval for some General Certifications is not required,
provided that the applicant adheres to all conditions of the GC. Applicants lacking access to the internet
should contact DWQ's Central Office in Raleigh at [phone].
Trout Waters Coordination - Special coordination with the North Carolina Wildlife Resources
Commission (NCWRC) is also required for projects occurring in any of North Carolina's twenty-five
counties that contain trout waters. In such cases, the applicant should contact the appropriate NCWRC
regional coordinator (listed by county on the last page of this application).
Page 1 of 12 ??y i
CAMA Coordination - If the project occurs in any of North Carolina's twenty coastal counties (listed on
the last page of this application) the applicant should also contact the North Carolina Division of Coastal
Management (DCM) at [phone]. DCM will determine whether or not the project involves a
designated Area of Environmental Concern, in which case DCM will act as the lead permitting agency.
In such cases, DCM will require a Coastal Area Management Act (CAMA) Permit and will coordinate
the 404/401 Permits.
USACE Permits - Submit one copy of this form, along with supporting narratives, maps, data forms,
photos, etc. to the applicable USACE Regulatory Field Office (addresses are listed at the end of this
application). Upon receipt of an application, the USACE will determine if the application is complete as
soon as possible, not to exceed 30 days. This PCN form is designed for the convenience of the applicant
to address information needs for all USACE Nationwide, Regional or General permits, as well as
information required for State authorizations, certifications, and coordination. Fully providing the
information requested on this form will result in a complete application for any of the USACE
Nationwide, Regional or General permits. To review the minimum amount of information that must be
provided for a complete PCN for each USACE Nationwide permit, see Condition 13, 65 Fed.Reg. 12893
(March 9, 2000), available at http://www.saw.usace.anny.iniI/wetlands/nwpfinalFedRe?pdf.
Processing times vary by permit and begin once the application has been determined to be complete.
Please contact the appropriate regulatory field office for specific answers to permit processing periods.
401 Water Quality Certification or Buffer Rules - All information is required unless otherwise stated
as optional. Incomplete applications will be returned. Submit seven collated copies of all USACE
Permit materials to the Division of Water Quality, 401/Wetlands Unit, 1650 Mail Service Center,
Raleigh, NC, 27699-1650. If written approval is required or specifically requested for a 401
Certification, then a non-refundable application fee is required. In brief, if project impacts include less
than one acre of cumulative wetland/water impacts and less than 150 feet cumulative impacts to
streams, then a fee of $200 is required. If either of these thresholds is exceeded, then a fee of $475 is
required. A check made out to the North Carolina Division of Water Quality, with the specific name of
the project or applicant identified, should be stapled to the front of the application package. For more
information, see the DWQ website at http://h2o.elinr.state.nc.us/ncwctlands/fees.htm1. The fee must be
attached with the application unless the applicant is a federal agency in which case the check may be
issued from a separate office. In such cases, the project must be identifiable on the U.S. Treasury check
so that it can be credited to the appropriate project. If written approval is sought solely for Buffer Rules,
the application fee does not apply, and the applicant should clearly state (in a cover letter) that only
Buffer Rule approval is sought in writing. Wetlands or waters of the U.S. may not be impacted prior to
issuance or waiver of a Section 401 Water Quality Certification. Upon receipt of a complete application
for a 401 Certification, the Division of Water Quality has 60 days to prepare a written response to the
applicant. This may include a 401 Certification, an on-hold letter pending receipt of additional
requested information, or denial.
Page 2 of 12
Office Use Only: Form Version April 2001
USACE Action ID No. DWQ No. 0•p p 1 6 6 4
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:
® Section 404 Permit
Section 10 Permit
® 401 Water Quality Certification
? Riparian or Watershed Buffer Rules
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 Wetlands Restoration Program (NCWRP) is proposed for
mitigation of impacts (see section VIII - Mitigation), check here: ?
II. Applicant Information
1. Owner/Applicant Information
Name: The City of Salisbury
Mailing Address: P.O. Box 479 Salisbury, NC 28145-0479
Telephone Number: 704-638-5204 Fax Number: 704-638-5219
E-mail Address: ibehmna ci.salisbury.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:
Company Affiliation:
Mailing Address:
Telephone Number: Fax Number:
E-mail Address:
Page 3 of 12
III. Project Information
Attach a vicinity map clearly showing the location of the property with respect to local
landmarks such as towns, rivers, and roads. Also provide a detailed site plan showing property
boundaries and development plans in relation to surrounding properties. Both the vicinity map
and site plan must include a scale and north arrow. The specific footprints of all buildings,
impervious surfaces, or other facilities must be included. If possible, the maps and plans should
include the appropriate USGS Topographic Quad Map and NRCS Soil Survey with the property
boundaries outlined. Plan drawings, or other maps may be included at the applicant's discretion,
so long as the property is clearly defined. For administrative and distribution purposes, the
USACE requires information to be submitted on sheets no larger than 11 by 17-inch format;
however, DWQ may accept paperwork of any size. DWQ prefers full-size construction
drawings rather than a sequential sheet version of the full-size plans. If full-size plans are
reduced to a small scale such that the final version is illegible, the applicant will be informed that
the project has been placed on hold until decipherable maps are provided.
1. Name of project: 30" Raw Water Line
2. T.I.P. Project Number (NCDOT Only): N/A
3. Property Identification Number (Tax PIN): N/.
4. Location
County: Rowan Nearest Town: Salisbury
Subdivision name (include phase/lot number): N/A
Directions to site (include road numbers, landmarks, etc.): See Attached Documents
5. Site coordinates, if available (UTM or Lat/Long):See attachment for coordinate list
(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:
Rural, aericultural land and Developed lands
7. Property size (acres): See Attached Documents
8. Nearest body of water (stream/river/sound/ocean/lake): Grants Creek
9. River Basin: Yadkin
(Note - this must be one of North Carolina's seventeen designated major river basins. The
River Basin map is available at http://112o.enr.state.nc.us/adinin/lplps/.)
Page 4 of 12
10. Describe the purpose of the proposed work: To Provide the City of Salisbury with raw
water for treatment and distribution.
11. List the type of equipment to be used to construct the project: mechanical excavation and_
construction equipment such as, trenchers, backhoes and trackhoes.
12. Describe the land use in the vicinity of this project: Land use ranges form rural, to
suburban and urban residential uses.
IV. Prior Project History
If jurisdictional detenninations 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 additional permit requests anticipated for this project in the future? If so, describe the
anticipated work, and provide justification for the exclusion of this work from the current
application: N/A
VI. Proposed Impacts to Waters of the United States/Waters of the State
It is the applicant's (or agent's) responsibility to determine, delineate and map all impacts to
wetlands, open water, and stream channels associated with the project. The applicant must also
provide justification for these impacts in Section VII below. All proposed impacts, permanent
and temporary, must be listed herein, and must be clearly identifiable on an accompanying site
plan. All wetlands and waters, and all streams (intermittent and perennial) must be shown on a
delineation map, whether or not impacts are proposed to these systems. Wetland and stream
evaluation and delineation forms should be included as appropriate. Photographs may be
included at the applicant's discretion. If this proposed impact is strictly for wetland or stream
mitigation, list and describe the impact in Section VIII below. If additional space is needed for
listing or description, please attach a separate sheet.
Page 5 of 12
1. Wetland Impacts
Wetland Impact
Site Number
(indicate on ma
Type of Impact* Area of
Impact
acres) Located within
100-year Floodplain**
es/no) Distance to
Nearest Stream
linear feet)
Type of Wetland***
Wetland DA excavation .010 yes 40 ft. Floodplain Ditch
Wetland CB excavation .031 yes 20 ft. Floodplain Depression
Wetland CA excavation .036 yes 5 ft. Fringe Wetland

* List each impact separately and identify temporary impacts. Impacts include, but are not limited to: mechanized clearing, grading, till,
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.1ema.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: 0.077 acres
Total area of wetland impact proposed: 0.041 acres (wetland areas CB and DA)
2. Stream Impacts, including all intermittent and perennial streams
Stream Impact
Site Number
(indicate on ma)
Type of Impact* Length of
Impact
linear feet)
Stream Name** Average Width
of Stream
Before Impact Perennial or
Intermittent?
leasespecify)
Stream 1 excavation 30 UT Grants Creek 25-30 Intermittent
Stream 2 excavation 30 UT Grants Creek 6-8 Intermittent
Stream 3 excavation 30 UT Grants Creek 15-20 Intermittent
Stream 4 excavation 30 Grants Creek 40-50 Perennial
Stream 5 excavation 30 UT Grants Creek 10-12 Perennial
Stream 6 excavation 30 UT Grants Creek 25-30 Perennial
Stream 7 excavation 30 UT Grants Creek 15-20 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, ditch ing/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. IJSGS maps are available through the USGS at 1-800-358-9616, or online at
www.usjzs.gov. Several internet sites also allow direct download and printing of IJSGS maps (e.g., www.topozone.com,
www.mapquest_com, etc.).
Cumulative impacts (linear distance in feet) to all streams on site: 210 linear feet
Page 6 of 12
3. Open Water Impacts, including Lakes, Ponds, Estuaries, Sounds, Atlantic Ocean and any
other Water of the U.S. (N/A)
Open Water Impact
Site Number
(indicate on ma
Type of Impact* Area of
Impact
(acres) Name of Waterbody
(if applicable) Type of Waterbody
(lake, pond, estuary, sound,
bay, ocean, etc.

* List each impact separately and identify temporary impacts. Impacts include, but are not limited to: till, excavation, dredging,
flooding, drainage, bulkheads, etc.
4. Pond Creation (N/A)
If construction of a pond is proposed, associated wetland and stream impacts should be
included above in the wetland and stream impact sections. Also, the proposed pond should
be described here and illustrated on any maps included with this application.
Pond to be created in (check all that apply): ? uplands ? stream ? wetlands
Describe the method of construction (e.g., dam/embankment, excavation, installation of
draw-down valve or spillway, etc.):
Proposed use or purpose of pond (e.g., livestock watering, irrigation, aesthetic, trout pond,
local stormwater requirement, etc.):
Size of watershed draining to pond: Expected pond surface area:
VII. Impact Justification (Avoidance and Minimization)
Specifically describe measures taken to avoid the proposed impacts. It may be useful to provide
information related to site constraints such as topography, building ordinances, accessibility, and
financial viability of the project. The applicant may attach drawings of alternative, lower-impact
site layouts, and explain why these design options were not feasible. Also discuss how impacts
were minimized once the desired site plan was developed. If applicable, discuss construction
techniques to be followed during construction to reduce impacts.
Site will be restored to pre-construction contours, a sedimentation and erosion control
plan will be implemented, vegetated buffers alonl_ all streams will be maintained.
Page 7 of 12
VIII. Mitigation (N/A)
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/strin?.;ide.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 8 of 12
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.iic.tis/-,vip/iiidex.htm. If
use of the NCWRP is proposed, please check the appropriate box on page three and provide
the following information:
Arnount of stream mitigation requested (linear feet):
Amount of buffer mitigation requested (square feet):
Amount of Riparian wetland mitigation requested (acres):
Amount of Non-riparian wetland mitigation requested (acres):
Amount of Coastal wetland mitigation requested (acres):
IX. Environmental Documentation (DWQ Only)
Does the project involve an expenditure of public funds or the use of public (federal/state/local)
land?
Yes ? No ?
If yes, does the project require preparation of an environmental document pursuant to the
requirements of the National or North Carolina Environmental Policy Act (NEPA/SEPA)?
Note: If you are not sure whether a NEPA/SEPA document is required, call the SEPA
coordinator at [phone] to review current thresholds for environmental documentation.
Yes ? No ?
If yes, has the document review been finalized by the State Clearinghouse`? If so, please attach a
copy of the NEPA or SEPA final approval letter.
Yes ? No ?
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
(Neuse), 15A NCAC 2B .0259 (Tar-Pamlico), 15A NCAC 2B .0250 (Randleman Rules and
Water Supply Buffer Requirements), or other (please identify )?
Yes ? No ? If you answered "yes", provide the following information:
Page 9 of 12
Identify the square feet and acreage of impact to each zone of the riparian buffers. If buffer
mitigation is required calculate the required amount of mitigation by applying the buffer
multipliers.
Zone* Impact
(square feet) Multiplier Required
Mitigation
1 3
2 1.5
'Total
* Zone I extends out 30 teet perpendicular trom near nanx of cnannei; cone L menos an
additional 20 feet from the edge of Zone 1.
If buffer mitigation is required, please discuss what type of mitigation is proposed (i.e., Donation
of Property, Conservation Easement, Riparian Buffer Restoration / Enhancement, Preservation or
Payment into the Riparian Buffer Restoration Fund). Please attach all appropriate information as
identified within 15A NCAC 2B .0242 or.0260.
XI. Stormwater (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.
XIII. Violations (DWQ Only)
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 10 of 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 Signature Date
(Agent's signature is valid only if an authorization letter from the applicant is provided.)
US Army Corps Of Engineers Field Offices and County Coverage
Asheville Regulatory Field Office Alexander Cherokee Iredell Mitchell
US Army Corps of Engineers Avery Clay Jackson Polk
151 Patton Avenue Buncombe Cleveland Lincoln Rowan
Room 208 Burke Gaston Macon Rutherford
Asheville, NC 28801-5006 Cabarrus Graham Madison Stanley
Telephone: [phone] Caldwell Haywood McDowell Swain
Fax: [phone] Catawba Henderson Mecklenburg Transylvania
Raleigh Regulatory Field Office Alamance Durham Johnston Rockingham
US Army Corps Of Engineers Alleghany Edgecombe Lee Stokes
6508 Falls of the Neuse Road Ashe Franklin Nash Surry
Suite 120 Caswell Forsyth Northampton Vance
Raleigh, NC 27615 Chatham Granville Orange Wake
Telephone: [phone] Davidson Guilford Person Warren
Fax: [phone] Davie Halifax Randolph Wilkes
Washington Regulatory Field Office Beaufort Currituck Jones
US Army Corps Of Engineers Bertie Dare Lenoir
Post Office Box 1000 Camden Gates Martin
Washington, NC 27889-1000 Carteret* Green Pamlico
Telephone: [phone] Chowan Hertford Pasquotank
Fax: [phone] Craven Hyde Perquimans
Wilmington Regulatory Field Office Anson Duplin Onslow
US Army Corps Of Engineers Bladen Harnett Pender
Post Office Box 1890 Brunswick Hoke Richmond
Wilmington, NC 28402-1890 Carteret Montgomery Robeson
Telephone: [phone] Columbus Moore Sampson
Fax: [phone] Cumberland New Hanover Scotland
Pitt
Tyrrell
Washington
Wayne
Union
Watauga
Yancey
Wilson
Yadkin
*Croatan National Forest Only
Page 1 I of 12
US Fis
US Fish and Wildlife Service
Raleigh Field Office
Post Office Box 33726
Raleigh, NC 27636-3726
Telephone: [phone]
h and Wildlife Service / National N
US Fish and Wildlife Service
Asheville Field Office
160 Zillicoa Street
Asheville, NC 28801
Telephone: [phone]
[arine Fisheries Service
National Marine Fisheries Service
Habitat Conservation Division
Pivers Island
Beaufort, NC 28516
Telephone: [phone]
North Carolina State Agencies
Division of Water Quality
401 Wetlands Unit
1650 Mail Service Center
Raleigh, NC 27699-1650
Telephone: [phone]
Fax: [phone]
Division of Water Quality
Wetlands Restoration Program
1619 Mail Service Center
Raleigh, NC 27699-1619
Telephone: [phone]
Fax: [phone]
CAMA and NC Coastal Counties
State Historic Preservation Office
Department Of Cultural Resources
4617 Mail Service Center
Raleigh, NC 27699-4617
Telephone: [phone]
Fax: [phone]
Division of Coastal Management Beaufort Chowan Hertford Pasquotank
1638 Mail Service Center Bertie Craven Hyde Pender
Raleigh, NC 27699-1638 Brunswick Currituck New Hanover Perquimans
Telephone: [phone] Camden Dare Onslow Tyrrell
Fax: [phone] Carteret Gates Pamlico Washington
NCWRC and NC Trout Counties
Western Piedmont Region Coordinator Alleghany Caldwell Watauga
3855 Idlewild Road Ashe Mitchell Wilkes
Kernersville, NC 27284-9180 Avery Stokes
Telephone: [phone] Burke Surry
Mountain Region Coordinator Buncombe Henderson Polk
20830 Great Smoky Mtn. Expressway Cherokee Jackson Rutherford
Waynesville, NC 28786 Clay Macon Swain
Telephone: [phone] Graham Madison Transylvania
Fax: [phone] Haywood McDowell Yancey
Page 12 of 12
STREAM CROSSINGS
42" RAW WATER LINE
CITY OF SALISBURY
P&W PROJECT NO. 1575
Coordinates - Stream Crossings
Stream Crossing No. Northing Eastin
STR 1 717824.1350 1563833.2500
STR 2 713409.9970 1563338.5290
STR 3 710488.8330 1563340.7190
STR 4 710377.7300 1563323.4720
STR 5 707518.4600 1561309.6570
STR 6 706501.4040 1561311.5860
STR 7 704876.1590 1560990.9080
STR 8 Eliminated due to alignment revision.
STR 9 Eliminated due to alignment revision.
Note: Stream crossing numbers correspond to crossing numbers in the report, City of
Salisbury - Raw Water Line Replacement. Wetland Delineation and Endangered ed Species
Survey, by Robert J. Goldstein & Associates, Inc. (RJG&A Project No. 2058)
Attachment to PCN Application Form (Part III, No. 5)
P&W Project No. 1575
U.S. ARMY CORPS OF ENGINEERS
WILMINGTON DISTRICT
Action Id. 200130993 County Rowan
GENERAL PERMIT (REGIONAL, AND NATIONWIDE) VERIFICATION
Property owner: City of Salisbury
Address: P.O. Box 479
Salisbury, NC 28145-0479
Telephone No.:
Size and Location of project (water body, road name/number, town, etc.):
42-inch Raw Water Line Project.
Description of Activity:
Replace a raw water line from an existing reservoir located 750 feet east of Ellis Crossroads,
north of East Ridge Road, southward to the Salisbury water treatment plant. The new line
will be 42 inches in diameter and 24,250 feet long. The project will require crossings of 6
unnamed tributaries and 1 crossing of Grants Creek. In addition, approx. 0.04 acre of
wetlands will be temporarily impacted. The purpose of the project is to provide the City
with raw water for treatment and distribution.
Applicable Law: X Section 404 (Clean Water Act, 33 U.S.C. 1344).
(check all that apply) Section 10 (River and Harbor Act of 1899).
Authorization: Regional General Permit Number.
12 Nationwide Permit Number.
Your work is authorized by this Regional General (RGP) or Nationwide Permit (NWP) provided it is
accomplished in strict accordance with the attached conditions and your submitted plans. For any activity within
the twenty coastal counties, before beginning work you must contact the N.C. Division of Coastal Management,
telephone [phone].
Please read and carefully comply with the attached conditions of the RGP or NWP. Any violation of the
conditions of the RGP or the NWP referenced above may subject the permittee to a stop work order, a
restoration order, and/or appropriate legal action.
This Department of the Army RGP or NWP verification does not relieve the permittee of the responsibility to
obtain any other required Federal, State, or local approvals/permits. The permittee may need to contact
appropriate State and local agencies before beginning work.
If there are any questions regarding this authorization or any of the conditions of the General Permit or
Nationwide Permit, please contact the Corps Regulatory Official specified below.
Date July 11, 2001
Corps Regulatory Official Steve Chapin
Expiration Date of Verification July 11, 2003
Telephone No. [phone]
cc: Pierson & Whitman
CGSAW Form 591
Rcvired July 1995
NCDENR 1- S
North Carolina Department of Environment and Natural Resources
Michael F. Easley, Governor
William G. Ross Jr., Secretary
DIVISION OF LAND RESOURCES
LAND QUALITY SECTION
August 20, 2001
Mr. David W. Treme, City Manager
City of Salisbury
Post Office Box 479
Salisbury, North Carolina 28144-4336

RE: LETTER OF APPROVAL WITH MODIFICATIONS
Project Name: 30" Raw Water Line
Project ID: ROWAN-2002-001
Location: SR 2047, 2048, 2052 - Rowan County
Submitted By: Peirson & Whitman Architects and Engineers, P.A.
Date Received: August 15, 2001
New Submittal Revision
River Basin: Yadkin
Dear Mr. Treme:
This office has reviewed the subject erosion and sedimentation control plan. We find the
plan to be acceptable with modifications and hereby issue this Letter of Approval with
Modifications. The Certificate of Approval must be posted at the job site. The Modifications
Required for Approval are listed on the attached page. This plan approval shall expire three (3)
years following the date of approval, if no land-disturbing activity has been undertaken, as is
required by Title 15A NCAC 4B .0029.
Title 15 NCAC 413 .0018(a) requires that a copy of the approved erosion control plan be
on file at the job site. Also, this letter gives the notice required by G.S. 113A-61.1(a) of our right
of periodic inspection to insure compliance with the approved plan.
North Carolina's Sedimentation Pollution Control Act is performance-oriented, requiring
protection of existing natural resources and adjoining properties. If, following the
commencement of this project, the erosion and sedimentation control plan is inadequate to meet
the requirements of the Sedimentation Pollution Control Act of 1973 (North Carolina General
Statute 113A-51 thru 66), this office may require revisions to the plan and implementation of the
revisions to insure compliance with the Act.
919 North Main Street, Mooresville, North Carolina 28116
Phone: [phone] FAX: [phone] Internet: www.enr.state.nc.us/ENR/
An Eoual opportunity/ Affirmative Action Employer- 50 % Recycled 1 10 °o Post Consumer Paper
Page Two
Acceptance and approval of this plan is conditioned upon your compliance with federal
and state water quality laws, regulations, and rules. In addition, local city or county ordinance or
rules may also apply to this land-disturbing activity. This approval does not supersede any other
permit or approval.
41h base note that this approval is based in part on the accuracy of the information provided
in the aical Responsibility Form which you have provided. You are requested to file an
amended form if there is any change in the information included on the form. In addition, it
would be helpful if you notify this office of the proposed starting date for this project.
Your cooperation is appreciated.
Sincerely,
Zahid S. an
Asst. Regional Engineer
cc: Peirson & Whitman Architects and Engineers, P.A.
Inspections Dept.
MODIFICATIONS
Additional measures may be required along the water line if the proposed measures can
not function as intended.
ZSK/ae
v
CITY OF SALISBURY -- RAW WATER LINE
REPLACEMENT. WETLAND DELINEATION AND ENDANGERED SPECIES SURVEY
ROWAN COUNTY, NORTH CAROLINA
21 DECEMBER 2000
Municipal Contact:
Mr. John Vest
Utilities Director
City of Salisbury, P.O. Box 479
Salisbury, N.C. 28145-0479
[phone]
Project Engineer:
Dr. Michael Aquesta
Pierson & Whitman, P.A.
P.O. Box 30398
Raleigh, N.C. 27622
[phone]
Robert J. Goldstein & Associates, Inc.
ENVIRONMENTAL CONSULTANTS
8480 Garvey Drive
Raleigh, NC 27616-3175
Tel: [phone] Fax: [phone]
RJG&A Project No. 2058
1

1.0. Project Description.
The City of Salisbury proposes to replace a raw water line from an existing
reservoir located 750 feet east of Ellis Crossroads, north of East Ridge Road (SR
1915), southward to the Salisbury water treatment plant. The new water line will be
30 inches in diameter and 24,250 feet long. The majority of the construction will be
off road and adjacent to the existing raw water line.
RJG&A delineated jurisdictional wetlands and conducted endangered species
surveys from August 3 to 7, and on December 20, 2000. This report addresses direct
impacts of project construction.
2.0. Protected Species.
Eleven endangered species are reported from Rowan County. Below is a brief
discussion of the species, their habitat requirements, and the likelihood of their
occurrence within the project area.
2.1. Bald eagle (Haliaetus leucocephalus).
Bald eagles roost and nest at the tops of tall trees near the edges of large lakes,
rivers, and estuaries, and feed primarily on fish and dead mammals.
There are no known eagle roosting sites in the project area, and no eagles or
eagle nests were seen during the field reconnaissance. No tall trees adjacent to large
bodies of open water will be removed, and no direct impacts are expected.
2.2. Loggerhead shrike (Lanius ludovicianus).
The loggerhead shrike prefers open fields with short vegetation and scattered
small trees, fences, or utility wires that serve as perches for hunting small animals.
It nests eight to 15 feet above the ground in dense, often thorny shrubs or small trees
adjacent to fields (Potter et al., 1980).
Suitable nesting and foraging habitat for the loggerhead shrike occurs in
agricultural areas throughout the northern half of the project route. No shrikes or their
nests were observed, and no nesting sites are known in the vicinity of the project
(NHP records).
2
2.3. Robust redhorse (Moxostoma robustum).
The robust redhorse is known from the Catawba, Yadkin, Rocky, and Pee-Dee
rivers. It requires large rivers with gravel substrata for breeding, which occurs in May
(Mehenick and Braswell, 1997).
NHP has no records of M. robustum in or near the project area and there are no
rivers in the project area that could support populations of the robust redhorse. The
project will not adversely affect this species.
2.4. Mole salamander (Ambystoma taipoideum).
Adult mole salamanders live in burrows under logs and boulders in forested
areas, and breed during winter and early spring in fish-free vernal pools (Martof et al.,
1980). The breeding pools may be floodplain depressions, upland depressions,
sinkhole ponds, bogs, or seeps.
The mole salamander has been found 800 feet west of the proposed new raw
water line in a forested area near Knox Jr. High School. Provided that this forested
tract, also listed as a registered natural area (NHP records), is not disrupted, it is
unlikely that this population will be adversely affected. The new water line will be
installed in adjacent areas that are already developed.
2.5. Georgia aster (Aster georgianus).
Georgia aster is a colonial, perennial herb that blooms from late October through
November (Radford et al., 1968). Georgia aster occurs beneath canopy openings in
dry and dry-mesic oak/hickory forests, including those with a significant component
of pine. It also occurs along roadsides, edges of utility rights-of-way, and other
disturbed areas bordered by these forest types.
Most of the hardwood and pine/hardwood forests in the project area are too
dense to provide the open canopy required by Georgia aster. Disturbed edges of these
forest stands provide the only potential habitat for the species. NHP has no records
of Georgia aster in or near the project area, and the project is not likely to adversely
affect the species.
3
2.6. Littleleaf sneezeweed (Helenium brevafolium)
Littleleaf sneezeweed grows in bogs, seeps along stream banks, and similar
wetland habitats. It flowers in May and June.
Marginally suitable habitat for littleleaf sneezeweed occurs at stream crossings,
along the segment that parallels the unnamed tributary to Belews Creek, and in the
alluvial hardwood stand adjacent to the Memorial Park Cemetery. Surveys were
conducted after the flowering season. No plants were encountered. NHP has no
records of this species in or near the project area. Based on a lack of previous
findings from NHP and this field work, it is unlikely that the project will adversely
affect this species.
2.7. Schweinitz's sunflower (Helianthus schweinitzii1.
The yellow ray and disc flowers of this perennial aster appear from September
to October (Radford et al., 1968). Schweinitz's sunflower occurred historically in
Piedmont prairies in the Charlotte geologic belt of North and South Carolina, but this
community type no longer exists in either state due to fire suppression, extinction of
the eastern bison (Bison bison), and land use changes (Schafale and Weakley, 1990).
Today, populations of Schweinitz's sunflower occur beneath canopy openings
in xeric hardpan forest (the successional climax of Piedmont prairies after fire and
grazing are eliminated), and in dry, open, artificial habitats, such as roadsides, utility
rights-of-way, and edges of pastures (Weakley, 1993). The remaining populations
have been observed growing on Enon, Iredell, and Mecklenburg soils (T. Augspurger,
FWS, Raleigh).
The only areas of suitable soils along proposed project routes occur where
development has been extensive. All suitable locations along project corridors were
visited in August. No individuals were observed during the survey just prior to, and
two months after, the flowering season. This species is not likely to be affected by
the project.
2.8. Single-flowered sandwort (Minuartia (=Arenaria) uniflora).
The single-flowered sandwort has five-petaled, white flowers from April to May
(Radford et al., 1968). It occurs exclusively on moist to wet portions of granitic
flatrock outcrops (Weakley, 1993; Reed, 1988).
4
No granitic flatrock outcrops occur along project corridors and thus there is no
potential habitat for single-flowered sandwort. The project will not adversely affect
this species.
2.9. Yellow fringeless orchid (Piatanthera (=Habanaria) integra).
The yellow fringeless orchid usually occurs in savannahs, swamps, and wet
flatwoods of the coastal plain (Radford et al., 1968; Weakley, 1993), but a few
questionable records exist from seeps and upland depression wetlands in four counties
in the western Piedmont and mountain regions. The flowers appear from July to
September (Radford et al., 1968). A single record in Rowan County is from the early
1900s on Dunn Mountain, presumably in a seep (Weakley, 1993; NHP, personal
communication).
No seeps or swamp forests were found along proposed construction corridors.
There are no confirmed records of this plant in Rowan County. The yellow fringeless
orchid will not be affected by this project.
2.10. Small's portulaca (Portuiaca smaiiiil.
The pink, five-petaled flowers of Small's portulaca appear from June through
October (Radford et al., 1968). Small's portulaca occurs on granitic flatrock outcrops
and on the rocky soils of diabase glades (Weakley, 1993).
No granitic flatrock communities or diabase glades occur. along project routes.
No individuals were observed and NHP has no records of this species in or near the
project area. The plant will not be affected by this project.
2.11. Prairie goldenrod (Soiidago ptarmicoides).
The prairie goldenrod flowers during late summer and fall (NHP files). It is a
species of the Great Plains region with a few disjunct populations in prairie-like
habitats (diabase glades and open portions of xeric hardpan forests) in North Carolina.
It requires rocky, well-drained, shallow soils, usually over mafic bedrock such as
diabase (in the Triassic basin) and gabbro (in the Charlotte belt). It does not tolerate
acidic soils or sites with a high percentage of clay (NHP files).
The population of prairie goldenrod previously reported from Rowan County is
believed to have been extirpated (NHP records). The only extant population known
in North Carolina is in Granville County. No diabase glades, xeric hardpan forest, or
rocky soils with a low component of clay occur along project routes. This species will
not be affected by this project.
5
3.0. Wildlife and Terrestrial Habitats.
Terrestrial habitats in the project construction areas are grouped into five
categories: 1) agricultural and rural land (RUR), 2) old field scrub (SRB), 3) upland
hardwood forests (UPL), 4) floodplain forests (ALH), and 5) developed land (DEV).
The N.C. Natural Heritage Program natural community classification system (Schafale
and Weakley, 1990) is used where applicable, although much of the project area is
disturbed and does not conform to that classification. Dominant vegetation and
typical wildlife communities in each habitat type are described below, based on field
observations, agency data, and literature (Lee et al., 1982; Martof et al., 1980;
Palmer and Braswell, 1995; Potter et al., 1980; Webster et al., 1985).
NHP has records of high quality forest in the vicinity of Knox Jr. High School,
west of the proposed construction route. The locale is listed as a Registered Natural
Heritage Area, a locally significant nature study area, and a High Quality example of
the Piedmont/Mountain Swamp Forest. This important area will not be directly
impacted by project construction.
3.1. Agricultural and Rural Land.
The agricultural and rural land category accounts for 21 percent of the project
by length, and includes cropland, pasture, and infrequently maintained grasslands.
These areas are mapped as RUR in Figures 1 a-c. Agricultural fields, including cropland
and pasture, occur in many areas of the project corridor between the existing raw
water reservoir and Grants Creek.
Agricultural and rural lands provide limited wildlife habitat. Native reptiles and
amphibians tolerant of these areas include the northern brown snake (Storeria dekayi),
ground skink (Scincella lateralis), Fowler's toad (Bufo woodhouseil, and gray treefrog
(Hyla chrysoscelis). Common native birds are the cardinal (Cardinalis cardinalis), robin
(Turdus migratorius), bluebird (Sialia sialis), white throated sparrow (Zonotrichia
albicollis), Carolina wren (Thryothorus ludovicianus), mourning dove (Zenaida
macroura), and mockingbird (Mimus po/yglottos). The gray squirrel (Sciurus
carolinensis), raccoon (Procyon lotor), opossum (Didelphis virginiana), and big brown
bat (Eptesicus fuscus) are typical native mammals of agricultural and urban areas.
Non-native wildlife are often abundant, including the house sparrow (Passer
domesticus), starling (Sturnus vulgaris), pigeon (Columba livia), house mouse (Mus
musculus), and Norway rat (Rattus norvegicus). Competition and predation from
domestic mammals in these areas further reduces habitat suitability for many native
wildlife species.
6
3.2. Old Field Scrub.
Old field scrub habitat occurs in only one area south of Grants Creek. The
dominant vegetation types are tall grasses, weedy herbs, shrubs, and sapling trees.
Scrub lands account for four percent of the total project length.
Common woody vegetation in upland scrub areas includes sweetgum
(Liquidambar styracif/ua), loblolly pine (Pious taeda), Virginia pine (Pious virginiana),
tulip poplar (Liriodendron tulipifera), winged elm (U/mus alata), oaks (Quercus spp.),
red maple (Acer rubrum), black cherry (Prunus serotina), and eastern red cedar
(Juniperus virginiana). Dominant groundcover species include broomstraw
(Andropogon virginicus), fescue (Festuca spp.) and other grasses (Poaceae); beggars
ticks (Bidens spp.), goldenrods (Solidago spp.), dog fennel (Eupatorium capi/lifolium),
fleabanes (Erigeron spp.) and other composites (Asteraceae); blackberries (Rubus
spp.); and Japanese honeysuckle (Lonicerajaponica), greenbriers (Smilax spp.), poison
ivy (Toxicodendron radicans), rose (Rosa multiflora), trumpet creeper (Campsis
radicans), and other vines.
The dense vegetation of scrub dominated lands provides habitat for many
wildlife species. Typical reptiles include those species found in urban and agricultural
areas, plus the box turtle (Terrapene carolina), black racer (Coluberconstrictor), rough
green snake (Opheodrys aestiva), copperhead (Agkistrodon contortrix), fence lizard
(Sceloporusundulatus), and six-lined racerunner (Cnemidophorussex/ineatus). Upland
scrub is generally too dry to suppport most amphibians except for adult toads (Bufo
woodhousei and B. americana). Common birds of old fields and scrub areas include
many of the urban species plus the bobwhite (Colinus virginianus), towhee (Pip/l/o
erythrophthalmus), junco (Junco hyema/is), field sparrow (Spizel/a pusi/la), American
kestrel (Falco sparverius), and red-tailed hawk (Buteo jamaicensis). Typical mammals
include the white-footed mouse (Peromyscus leucopus), cotton rat (Sigmodon
hispidus), woodland vole (Microtus pinetorum), eastern cottontail (Sylvi/agus
f/oridanus), raccoon (Procyon /otor), red fox (Vulpes vulpes), and white tailed deer
(Odocoileus virginianus).
3.3. Upland Hardwood Forests.
Upland hardwood forests account for ten percent of the project length. They
and include mesic mixed hardwood forest on moist lower slopes adjacent to
floodplains and on shaded north-facing slopes, and dry-mesic oak/hickory forest on
drier upper slopes, sunny south-facing slopes, and interstream ridges (Schafale and
Weakley, 1990). Upland hardwood forests are mapped as UPL in Figures la-c.
Dominant canopy trees on the mesic slopes include beech (Fagus grandifolia),
northern red oak (Quercus rubra), southern red oak (Q. falcata), white oak (Quercus
7
(Liriodendron tulipifera), willow oak (Quercus phe/%s), swamp chestnut oak (Quercus
michauxiil, green ash (Fraxinus pennsylvanica), American elm (Ulmus americana),
sycamore (Platanus occidentalis) river birch (Betula nigra), black walnut (?uglans
cinerea) and shagbark hickory (Carya ovata). Understory trees and shrubs include
boxelder (Acer negundo), musclewood (Carpinus caroliniana), spicebush (Lindera
benzoin), pawpaw (Asimina triloba), Chinese privet (Ligustrum sinense), flowering
dogwood (Corpus florida), and silky dogwood (Corpus amomum). The herb layer
includes most of the species found in floodplain scrub habitat (section 4.10.2), but
is less dense. Seeps at the edges of floodplains often contain additional species,
including royal fern (Osmunda regalis), netted chainfern (Woodwardia areolata), and
sphagnum moss (Sphagnum spp.)
Alluvial Hardwood forest communities have high productivity and support
diverse animal communities. Amphibians breed in the fish-free pools behind the
levees and in seeps where the floodplain adjoins forested slopes. They include red
salamander (Pseudotritonruber), three-lined salamander (Euryceaguttolineata), dusky
salamander (Desmognathus fuscus), marbled salamander (Ambystoma opacum),
spotted salamander (A. maculatum), and many frog and toad species (Rana, Hyla,
Pseudacris, and Bufo spp.). Floodplain forest reptiles in the project area include many
upland forest species, plus the ringneck snake (Diadophus punctatus), queen snake
(Regina septemvittata), and ribbon snake (Thamnophis sauritus). Many birds depend
on floodplains, including the yellow-billed cuckoo (Coccyzus americanus), barred owl
(Strix varia), wood thrush (Hylocichla mustelina), red-shouldered hawk (Buteo
lineatus), numerous warblers (Parulidae), and many game birds such as wood duck
(Aix sponsa), woodcock (Scolopax minor), and turkey (Meleagris gallopavo).
Floodplain mammals include the golden mouse (Ochrotomys nutalli), muskrat (Ondatra
zibethicus), beaver (Castor canadensis), otter (Lutra canadensis), and gray fox
(Urocyon cinereoargenteus), plus many upland species.
3.5. Developed Land.
Areas that have been previously developed or altered and have minimal habitat
value were mapped as developed land. Included in this category are residential,
commercial, and roadside, and other regularly maintained areas. Developed lands
account for 47 percent of the project corridor and are generally located south of
Grants Creek.
The typical vegetation in developed areas are lawn and landscape shrub
species. Wildlife that might be found in developed lands are limited to a few of those
mentioned above in Agricultural and Rural lands (section 3.1), but mostly domestic
species. Developed lands are mapped as DEV in figures la-c.
9

4.0. Jurisdictional Waters and Wetland Impacts.
Three wetlands and nine stream crossings were located along proposed
construction routes. Impacts of the proposed project on these wetlands and stream
crossings are quantified in Table 1. Wetlands CA and CB are located within the
Memorial Park Cemetery and only marginally qualify as jurisdictional wetlands.
Wetland CA (Figure 2b.) is a vegetated point bar within the stream channel. This
stream is stable, and the soil is reduced. Wetland CB (Figure 2b.) is adjacent to the
same stretch of stream. Only a few hydrophytic plants are present among the planted
grasses and the soil is reduced. This wetland was probably once a floodplain
depression, but has now been incorporated into the cemetery landscape. Wetland DA
(Figure 2a.) is within a man made drainage ditch in an of alluvial forest, adjacent to
an unnamed tributary to Grants Creek. The ditch was presumably constructed to
protect the adjacent field and greenway corridor (see Figure 1 b.).
10
5.0. Literature Cited.
Lee, D.S., J.B. Funderburg, Jr., and M.K. Clark. 1982. A distributional survey
of North Carolina mammals. Occasional Papers of the North Carolina Biological
Survey, 1982-10. 70 pp.
Martof, B.S., W.M. Palmer, J.R. Bailey, and J.R. Harrison III. 1980.
Amphibians and reptiles of the Carolinas and Virginia. University of North Carolina
Press. Chapel Hill, N.C. 264 pp.
Menhinick, E.F. and A.L. Braswell, editors. 1997. Endangered, Threatened,
and Rare Fauna of North Carolina, Part IV. A Re-evaluation of the Freshwater Fishes.
Occasional Papers of the North Carolina Biological Survey, Number 11. N.C. Museum
of Natural Sciences, Raleigh, N.C. 106 pp.
Palmer, W.E. and A.L. Braswell. 1995. The Reptiles of North Carolina.
University of North Carolina Press, Chapel Hill. 412 pp.
Potter, E.F., J.F. Parnell, and R.P. Teulings. 1980. Birds of the Carolinas.
University of North Carolina Press. Chapel Hill, N.C. 408 pp.
Radford, A.E., H.E. Ahles, and C.R. Bell. 1968. Manual of the Vascular Flora
of the Carolinas. University of North Carolina Press. Chapel Hill, N.C. 1,183 pp.
Reed, Porter B. Jr. 1988. National List of Plant Species that Occur in
Wetlands: North Carolina. U.S. Fish and Wildlife Service, St. Petersburg Fl. (NERC-
88/18.33)
Schafale, M.P. and A.S. Weakley. 1990. Classification of the Natural
Communities of North Carolina - Third Approximation. North Carolina Natural Heritage
Program, Division of Parks and Recreation, NC DEHNR, Raleigh, N.C., 325 pp.
Weakley, Alan S. 1993. Natural Heritage Program list of the rare plant species
of North Carolina. North Carolina Natural Heritage Program, Division of parks and
Recreation. N.C. Department of Environment, Health, and Natural Resources. 79 pp.
Webster, W.D., J.F. Parnell, and W.C. Biggs, Jr. 1985. Mammals of the
Carolinas, Virginia, and Maryland. University of North Carolina Press, Chapel Hill, N.C.
255 pp.
11
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DATA FORM
ROUTINE WETLAND DETERMINATION
(1987
COE Wetlands Delineation Manual)
Action ID.
Applicant/Owner: Date: , 2b00
Address:
r- Project/Si e S c« ?a etc ??r?
Location:
Waterway:UTG ?n?? rr ov ti ,? - R' lisp r
County: 7-Investigator:
pae State: North Carolina
?•5. ??ldS?e in ? A?Sac_
Do Normal Circumstances exist on the site?
Is the site significantly disturbed (At Yes -? No
Is the area a potential Problem Area? (Explain Situation). Yes No
Community ID: ? on reverse) Yes No
VEGETATION We??oc?Transect ID: We land GA Plot ID-
-C\
SOILS
Map Unit Name
(Series and Phase) ; Ch Drainage Class :
Y (Subgroup) .?o
Taxonomy 2 Field Observat' s Confirm
Type? Yes No
Profile Description:
Depth Matrix Color Mottle Colors Mottle Abun-
(in) Horizon (Mansell Moist) (Munsell Moist) dance/Contrast
Hydric Soil Indicators:
Histosol
Histic E
sulfidic Odor
Moisture Regime
Reducing Conditions
/\ Gleyed or Low-Chroma Colors
Remarks:
concretions
Texture, Conc.
Structure
organic Content in surfa Layer in Sandv S oils
Strea
Listed on Local H
in Sandy So_ls
lc Soils List
Listed on Nctiondl H dric Soils List
Other (Explain in Remarks)
Sheet 1 of 2
i cl.?.Cll1, uL liominant Species that are OBL, FACW, or FAC (excluding FAC-) 0C)
Remarks:

HYDROLOGY
Recorded Data (Describe in Remarks)
Stream, Lake, or Tide Gauge
Aerial Photographs
Other
No Recorded Data Available
Remarks:

WETLAND DETERMINATION
Hydrophytic Vegetation Present?
Hydric Soils Present?
Wetland Hydrology Present?
Is this Sampling Point Within *a Wetland?
Remarks:
Field Observations:
Depth of Surface Water: (in.)
Depth to Water in Pit: -?(in.)
Depth to Saturated Soil:- (in.)
Yes _??_ No
Yes X No
Yes No
Yes No

sl????r ? of ;>
Wetland Hydrology Indicators:
DATA FORM
ROUTINE WETLAND DETERMINATION
(1987 COE Wetlands Delineation Manual)
Action ID. Date: 2boo
App 1 i c an t /Owner :=?-- "`?
Project/Site.
Address: ?5hv rv (n ?y 2 ( n?
Location: (QC 2?t - oy
? Cl- Waterwa me- Irv nth- en}c'?s,
O r
y CreeJ? : _4n Q-Sin County: R0?: CX-r?
Investigator: Cl?.r?s ?,•
?--= Rper-- State: North Carolina
R ?o l?S? e -+- 1\ C- .
Do Normal Circumstances exist on the site?
Is the site significantly disturbed (Atypical Yes Situation)? . Yes No
Is_the area a potential Problem Area? (Explain on reverse) Yes
Community ID:? No
Qo?Q?r, 17e? Transect ID: ???\0.rd R Plot ID:
VEGETATION.
Pess t.o (l

3. 2 4. .

9.

I1.
12.

13.
14.
Percent of Dominant Species that are OB
Remarks: L, FACW, or FAC
(excl
uding FAC-)
11-
SOILS
Map Unit Name
(Series and Phase) : Drainage Class : qL ,-?-} f
v0.YY1 b 2%Field Observat • Mes Confirm
Taxonomy (Subgroup)
ercn,c .,Vao;vk.-?,r S c ,eoS Map Typ ? No
Profile Description:
Depth Matrix Color Mottle Colors Mottle Abun- Texture, Conc.
(inches) Horizon (Munsell Moist) (Munsell Moist) dance/Contrast Structure
5/,
Hydric Soil Indicators:
Histosol
Histic E i edon
Sulfidic Odor
A is Moisture Re ime
Reducin Conditions
Gleyed or Low-Chroma colors
Remarks:
Concretions
dign urganlc Content in Surface Layer in Sandy Soils
organic Streakinq in candy soil
Listed on Local H dric Soils List
Listed on National A dric soils List
Other (Explain in Remarks)
Sheet 1 of 2
_r
:r
HYDROLOGY
Recorded Data (Describe in Remarks):
Stream, Lake, or Tide Gauge
Aerial Photographs
Other
No Recorded Data Available
Wetland Hydrology Indicators:
Field Observations:
Depth of Surface Water: (in.)
Depth to Water in Pit: (in.)
Depth to Saturated Soil: (in.)
- ', S ,? ,r f X+? i .._._.........,. «-n...,........?..........w.,.:,;.,w?. <vw;.zsuxc.T. • i?,9c?S«??gx?•.
Inundated to Oxidized Root Channels in upper 12 Inches
Saturated in U er 12Inches Water-Stained Leaves
Water `Marks
Local Soil Survey Data
or w
Drift 'Lines ,,?•,M-M FAC-Neutral Test e
s.
Sediment be OFS?tS` ?"?ti ?"
Other _
r(E lain -in Remarks) `?( D=sine e;Patterns
Remarks
WETLAND DETERMINATION
Hydrophytic Vegetation Present? Yes X No
Hydric Soils Present? Yes No
Wetland Hydrology Present? Yes No
Is this Sampling Point Within a Wetland? Yes No
Remarks:
Sheet 2 of 1
DATA FORM
ROUTINE. WETLAND DETERMINATION
(1987 COL, Wetlands Delineation Manual)
Action ID
Applicant/Owner: Date: ?y
Addre s: P?rojec 1t/Site
I v ?? . J C? 1 Cl 9 (? / 4 ?JC? ?1 J ?l
Location: ?tJe?-E c-C 1"\ k
Waterway: r'?? Ks1 ?5? ???b\ Nt f ?? (?1 l`>R3 yr?
C c? ?,? C` re e ?l act K.? g t n Co un t y :
Investigator:
_r- State: North Carolina
Do Normal Circumstances exist on the site?
Is the site significantly disturbed (Atypical Situation)? Yes - No
Is the area a potential Problem Area? I
Communit (Explain on reverse) Yes No
y ID: ?loodc?lc?;,.? Transect ID: W?lc?ncl Plot ID:
VEGETATION

SOILS
Map Unit Name
(Series and Phase): Drainage Class: ?
Field Observa Confirm
Taxonomy (Subgroup): c?c-p WaP Type . nLYe No
Profile Descrintion-
Depth Matrix Color Mottle Colors Mottle Abun-
(inches) Horizon (Munsell Moist) (Mansell Moist) dance/Contrast
Hydric Soil Indicators:
Histosol
Histic E i edon
Sulfidic Odor
A uic Moisture Re ime
Reducin Conditions
Gleyed or Low-Chroma Colors
Remark:,
Concretions
Texture, Conc.
Structure
High Organic Content in Surface Layer in Sandy soils
Organic streaking in sandy soils
Listed on Local H dric Soils List
Listed on National H dric Soils List
Other (Explain in Remark)
Sheet 1 of 2
Percent of Dominant Species that are OBL, FACW, or FAC p r.
Remarks: (excluding FAC-) ??

HYDROLOGY
Recorded. Data (Describe in Remarks):
Stream, Lake, or Tide Gauge
Aerial Photographs
Other
No Recorded Data Available
Remarks
WETLAND DETERMINATION
Hydrophytic Vegetation Present?
Hydric Soils Present?
Wetland Hydrology Present?
Is this Sampling Point Within' a Wetland?
Remarks:
Field Observations:
Depth of Surface Water: (in.)
Depth to Water in Pit: (in.)
Depth to Saturated Soil:
Yes No
Yes No
Yes No
Yes No
Sheet 2 of 2
Wetland Hydrology Indicators:
DATA FORM
ROUTINE. WETLAND DETERMINATION
(1987 COE Wetlands Delineation Manual)
Act=ion ID.
Applicant/Owner: Date: ?_? yiG
Address: pc??,
?`?? c, Project/Site:
?g _?2__ v 1_ _j
Location: - t- . l?sb?c' r.1 C_ 2 o,A -1 cl
Waterway: Aco- oP
Investigator: tA? ? `Ay as?r? County: g
U_V1 G1^ ? State: North Carolina
5 6o Ads L r? ? 1?SSC?
Do Normal Circumstances exist on the site?
Is the site significantly disturbed (Atypical Situation? Yes No
Is the area a potential Problem Area? ). Yes No
Community ID: (Exxplplain on reverse) Yes No
Qcty1 c Transect ID:
VE GE TAT ION ?,_f\ CA (` R P1 OT--T n
l.n ,
L"J? 11cu-jL Species that are OBL,
Remarks : FACW, or FAC (excluding FAC-)
vp??.r?c? iS c? r?--o ne_<-
b? ??ac_1L
SOILS U3cj_lnU1 artr:?
Map Unit Name
(Series and Phase): Drainage Class:
Taxonomy (Subgroup) `I Field Observations Confirm
•{ ? Map Type? Ye No
Profile Description:
Depth Matrix Color Mottle Colors Mottle Abun-
(inches) Horizon (Munsell Moist) (Munsell Moist) dance/Contrast Texture, Conc.
---? ---- (? ? y Structure
--------------
dric Soil Indicators:
Histosol
Histic Epipedon
sulfidic Odor
Moisture Regime
, ULIU_LZ ons
Gleyed or Low-chroma Colors
Remarks:
Concretions
c Content in Surface Layer in Sandy Soils
Organic Streaki
Listed on Local
Listed on Natio
in sandy soil,
is Soils List
IS Soils List
Other (Explain in Remarks)
Sheet 1 of 2

HYDROLOGY
Recorded Data (Describe in Remarks):
Stream, Lake, or Tide Gauge
Aerial Photographs
Other
Wetland Hydrology-Indicators: Field Observations:
No Recorded Data Available
Depth of Surface Water: (in.)
Depth to Water in Pit: (in.)
Depth to Saturated Soil:--(in.)

!l
Inundated Y? ?} -4--¢ - -... ••• .? ?.•.?..•.?-:::vow. .?iriw•ii:lNY.Mk' S1lt ...wwclafT3 Yr.

'
,. Oxidized .Root Channels in Up er
' 12 Inches
Saturated in Upper 12;`Inches' Water-Stained Leaves
Water Marks
Local Soil Serve Data
Drift Lines M ray ° ` '' .?. w #
FAC-Neutral Test
Sediment De osits?fa?,. r , z
he
?
'
Ot
r (E
lain
a Remarks)
yy
Draina?.ePatterns''ds`
,r..

1 ff"''?'°
Remarks:
" j k??- f5Lw, , 7

WETLAND DETERMINATION
Hydrophytic Vegetation Present?
Hydric Soils Present?
Wetland Hydrology Present?
Is this Sampling Point Within'a Wetland?
Remarks:
Yes X No
Yes No X
Yes No X
Yes No X
Sheet 2 of 2
_ DATA FORM
ROUTINE WETLAND DETERMINATION
(1987 COE Wetlands Delineation Manual)
Action ID.
Applicant/Owner; Date: ??? Auq 2_bGZ?
Address: ?t5 Project/Site.
Location:
W - °C o a M„rl, ?v?l (S 19101 t.? oG (2[-C"AA- n G ec ??
Waterway: L-202.? r'r-Pp
Investigator: u-,^ $°--?J^ County:
State: North Carolina
R - Y 600-s krX 4 g55oc .
Do Normal Circumstances exist on the site?
Is the site significantly disturbed (Atypical Situation)? Yes -X No
Is the area a potential Problem Area? (Explain on reverse) Yes No
Community ID: Transect ID:
PlOt ID:
VEGETATION
SOILS
Map Unit Name
1-e r 6
(S
eries and Phase): Drainage Class: ?
(Seres Field ObservaR?eLs ' s Confirm
Tax y (Subgroup) : l?,??,, Map Type? No
Profile Description:
Depth Matrix Color Mottle Colors Mottle Abun- Texture, Conc.
(inches) Horizon (Mansell Moist) (Mansell Moist) dance/Contrast Structure
--_Lc>____ _ ?b y
Hydric Soil Indicators:
Histosol
Concretions
Histic E i edon High or anic Content in Surface Layer in Sandy Soils
Sulfidic Odor Organic Streak-in
in sandy soils
A is Moisture Re ime
Listed on Local H dric Soils List
Reducin Conditions
Listed on National H dric soils List
1 Gleyed or Low-Chroma Colors
Other (Explain in Remarks)
=arks:
Sheet 1 or 2
Percent of Dominant Species that are OBL, FACW, or FAC (excluding FAC-)
Remarks : G(D%
y` :ar
HYDROLOGY
Recorded Data (Describe in Remarks)
Stream, Lake, or Tide Gauge
Aerial Photographs
Other
No Recorded Data Available
Wetland Hydrology Indicators:
aaN?,,, t h.
Remarks
k
WETLAND DETERMINATION
Hydrophytic Vegetation Present?
Hydric Soils Present?
Wetland Hydrology Present?
Is this Sampling Point Within a Wetland?
Remarks:
Field Observations:
Depth of Surface Water:
Depth to Water in Pit:
Depth to Saturated Soil (in.)
)
Yes _( No
Yes No
Yes No
Yes No
Sheet 2 of 2
69
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CITY OF ALISBUR ryo ELY, N C. 2001
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157501000

Z a cu
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TS E N RAL NE E G H ¢ ~ z W a
= Z ~ J H ¢ O 3 Q
z Q a
W O U W
r as 22. The construction corrider for all creek crossings are limited to Coordinate all work with the City, the Enginee , g , i. ~ Z ~
f Hi hwa s and a maximum of 40 feet wide. telephone & power utilities, Division a g Y Q ~ Q Z ~ O
hers as re uired. Sites are subject to inspection far of q p ~ O z
23. Where the raw water main crosses streams and are to be encased in U ~ W ~ _
erosion control by N.C. Department of Natural Resources. concrete, the contractor shall temporarily divert H (0 H H H
stream around area where concrete is to be installed, = w
2. Install raw water main on secondary roads according such that wet concrete does not contaminate stream. Where W ~ a Q Q a
'vision of Hi hway "Policies and Procedures for raw water main crosses large steams and full diversion is not to Di 9
Hi hwa Ri hts of Way". possible, the contractor shall make provisions to install
Accomodating Utilities on g Y 9 concrete in sections temporarily diverting stream away T NTS N F CO 0 ALE TB
' ns not to disturb existing property from each section until concrete has cured. Return streams
3. Take proper precautio 'r ns to normal running channel and remove all diversion material DESCRIPTION pWG. N0.
corners. If necessary to remove 6 reset property i o , as soon as posible after concrete has cured. Include this SHEET
° this work shall be done by a Registered Land Surveyor. w work in price bid for concrete.
TITLE SHEET 157501000
Fences lama ed during construction must be replaced. Use ~ 4. 9 N VICINITY MAP 157501001 i GENERAL NOTES, TABLE OF CONTENTS, A D p
~ tem ovary fencing to prevent escape of livestock.
P a 0 2-18 PLAN/PROFILE - 42" RAW WATER LINE (DIVISION A-l1 157501002
} Ri ht of wa shall be graded, shaped, seeded and mulched w 5. g Y
~ after construction 19 STANDARD CONSTRUCTION DETAILS i5750iDTi
20 STANDARD CONSTRUCTION DETAILS 157501DT2 G1aEE~s, p.q,
' h of wa shall be graded in a manner to avoid ponding of 6. Rig t Y
water. ROSION CONTROL DETAILS 157501SE1 o " i 21 SEDIMENTATION AND E F z p~j U t=7
SEDIMENTATION ANO EROSION CONTROL DETAILS i57501SE2 W i ~ ~ s H 22 Y ~ ~ ~
xcavated wood and all rocks 6" and larger shall be disposed of 7. All e ~
r ctor. Bur will not be permitted on site. J~ "d3151`1~ ~d
off site by cont a Y 9
8. Reseed and mulch all disturbed areas outside of pavement. 11111111111111//I
eedin is to be done within 30 days of completion of backfill. S g 111 A ~ ~,.~~,.S~b
Trees cut during construction wll be cut into firewood
len hts and provided to the property owners. If the wood 9 • ° 07 •d ~ ~ ` J ~ ~ I,J..
is not useable for firewood, or if the land owner does not desire i a ~ e Z= i
wood it shall be round into mulch on site or removed and ground the 9 ~ ~e~~ N ys~
into mulch off side. 611/
///lll NII
9. carrel trees-shall have the scars trimmed and asphalt painted. S
z 0
H ~ Where benching of raw water main easement is required, contractor 1..1..
a l0 W L.L
H shall construct a berm at the top of the slope. w Z F-- M
H H W 3 Q
Z ntrol measures not shown on plans may w ii. Additional erosion co (n Z
° be required, if stabilization is not achieved within 1~ YADKIN RIPER ~ ( H
Y specified time limits or if undue sedimentation occurs. RAN WATER PUNP STATION ~ J w J
0 0 0 _ _ ~
m cn Q a Q
~ o not tie new raw water main into existing lines until approved 12. 0 RAN HATER RESERVOIRS ~ r n VJ 3 H U
w H by the Owner and Engineers. O
w ~ _ > ll..
Q ~ Cr
i3. Use and storage of explosives to conform to State, Federal, BEFORE YOU DIG a~ Q Cr ~ W
and Local Laws. ~ I Z
Lt5 ~ - E~ I 9 W~-
i4. Plug open end of pipe at end of day. N Hsu I ~ s Cr W ~ ~ ~
CALL 1-800-632-4949 m
i5. All fences crossed during construction shall be replaced Wlth N.C. ONE-CALL CENTER I H US N I y ~
fence of like material. Include in replacement, i2' or wider 6O1 0 ~ U I ~ O
I e
ate of like material at each fence. Cost of replacing 9 I °
fences and providing gates shall be included in unit price I 7 h ST. EXT. ~
'd er linear foot of raw water main. b~ p X31! us I SPENCER 601
I 50
I
16. At all locations where a pipe must be installed inside a ditch I 1912 ~ H T AD
or at a creek crossing to allow access, said pipe shall be ( NAWKINS TOWN / AVE. 21ZP I U7
~ " 'amete i6' wide Z left in place. Pipe shall be no less than i8 di T H II I Z (n
a unless otherwise determined by the engineers.- RAW Z W W4 N W I ~ ~
a= 0 ~ z o N I a o z
L TR WA I 85 ~ U J
H U u- Q lz
~ 7. Raw water service must be maintained during construction. i SZ ~ ,IPy 191 ~ ~ O W
w ~ ~"az~ ept~ EAST O W z
a 1 d EAR U' ~ a~s~ SPENCER m tti 5 F-
w ~s 2u4 EE
i8. Contractor shall verify location and depth of existing gas lines s~. ,a w E
o storm drains, underground cables and water and sewer lines SALISBURY
in the field. Notify engineers immediately of any conflicts. 0~' ~ o`~
3 The General Statutes of North Carolina (G.S. 87-100) requires w tic, ~ H HO t
that all persons excavating on public rights-of-way and spaces ~ ~ VTCTNTTY MA r ~p5 FERRV RD NTS s JAN 2000
notif ULOCO (i-800-632-4949) at least two days and not more than Y DATE, 5 102
l0 working days prior to such excavation. Locations of existing
utilities as shown on these drawings are nto guaranteed. The TECHNICIAN: GMF
v all the existin utilities located in the Contractor shall ha e 9
field prior to excavation. Any utilities ruptured or broken by CHECKED BY: DSS
nstruction shall be repaired to the extent the contractor during co
required by the utility owner at the cotractor's expense. ONS V SI
I RE
WETLANDS AREA REDUIREMENTS TREAM BANK STABILIZATION. N0. DATE PROPERTY LINE STRUCTURAL S
R R
h in or alon a ublic street or nd areas shall be seeded in small annual grains !9. In no case shall a trenc 9 p i. Wetla -s~----ss--ss- EX. SANITARY SEWER ~EIP EXISTING IRON PIPE TEMPORARY STREAM CROSSING
horou hfare be left open overnight, on weekends, or other such as wheat, millet and rye and mulched. Perennials t g X. WATER LINE ~ ~ TELEPHONE BOX E SILT FENCE
times when work is not on-going. such as fescue are prohibited in wetlands areas. o Ea ELECTRIC BOX _ir-_o-.---c- EX. NATURAL GAS
Include in price of pipe. -ur-u - NDERGROUND TELEPHONE FIRE HYDRANT TEMPORARY SEDIMENT TRAP -ur u~ ur- EX . U A.
20. Only those trees in the construction easements that must The construction corrider for all creek crossings and construction EX. OVERHEAD UTILITY LINE ® CATCH BASIN OR DROP INLET -WB... WATER BAR SCALES
2 w absolutely be removed to accomodate construction shall in wetlands is limited to a maximum of 40 feet wide. EX. WATER VALVE -Tp-•- TEMPORARY DIVERSION DITCH
m -r ® MANHOLE AS SHOWN
~ be removed. The contractor shall restrict removal of seme is 3. Each stream or wetland crossing shall be stabilized immedidiate y n to the maximum z trees in the construction ea ~ POWER POLE RIP-RAP 5 S0. YDS. CLASS B
DO M ,..,.-r . _ _ .
co extent possible. upon comletion. Xj IHtt
z 6 Lp PROS. NU. ulv, g LIGHT POLE TEMPORARY FABRIC PROTECTION 1575 A-1
4. The finish elevation contours shall be the same as preconstruction 3 c ~ ow WATER METER CONSTRUCTION FOR DROP INLET
?
? 21. All blocking shall meet or exceed the dimensions shown on elevations contours. The top 6 to 12 inches of trench, shall be back filled with original soil. 10 TEMPORARY GRAVEL SHEET NO. ENTRANCE, EXIT 1 WOODS LINE
~ drawing 1575010Ti. a DRAWING NO.
H Q
U N 157501001
Z z
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COPYRIGHT @ 1999 - ALL RIGHTS RESERVED - PEIRSON 6 WHITMAN ARCHITECTS AND ENGINEERS. P.A.

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SEE TIE-IN DETAIL THIS SHEET FOR TIE-IN DETAILS AT w e N = z ¢ ~
PROPOSED PtIETREATMENT FACILITIES. 3 H o
CONTRACTOR SHALL COORDINATE TIE-IN WITH 1662 CONTRACTOR. z ~ a W Q U
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~Y~im r~~wr~ 42"x 90• RJ ELL I I UTILITIES W/RESTRAINED JOINT PIPE EA ~ ELL O ~ a z
a OFFICE 10INT PIPE EACH 5IDE OF FITTING (n U W ~ _
I I NEW 42" DI RAW WATER 0 F- L7 RAW WATER LINE ~ ~ = w
~ I I ~ . + • W ~ a
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Q I t0 FEET FROM EDGE of PAVEMENT ( • I ~ PROPOSEDf • I • I •
~ ~ PRETREATMEN „ ~ \n .NEW 42 BFV W/MH w/MH
_FACILITIES 8Y OTHERS BY DIY. A-1
I 42" X 36" RJ TEE ~ IJ TEE
W s s s 6ro~c W/RESTRAINED JDINT PIPE EA 1DINT PIPE EACH WAY
W p .~~~s t I NEN 42' X 90' RJ ELL N ~ s ~ ~ ~ ` • fLASyI MIX ~ C1P ~
s I RJ PIPE EACH WAY ~ ~ p~N ~D
NEN 42' OI INV. 733.25' ~ ~ + + O
NN42' DIP ~ ~O E I TRANS I (BY OTHERS) ; • PAD • I ~
I NEW 36 BFV w/MH w/MH
II ~ • ~ F- II ~ 1 ~
~ ~ .I W II W ~ • NOTE:
I I I W I I ~ I CONTRACTOR SHALL FIELD VERIFY THE LOCATION OF ALL A80VEGROUND AND UNDERGROUND a
II W M NEW 42' DI PIPE. RJ I ~ I I UTILITIES AND SHALL FIELD ADJUST THE WATER LINE AS REOUIREO TO AVOID CONFLICT e~s`~ •A•
I I k II I ~ m I~ WITH EXISTING UTILITIES. Z ~
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o• VERIFY t0WT1GM I I I I ~ I II u~ ~ ~ r 6 ~ e
~ Ex. Js• 6r:V Wig TER TREA TMENT PLANT I a r~RIFr tOW ttDN I U ao ~6y ~~1SI`~~
I I ~ ~ ;I w I I I I Y ~~y y ~
II ~ •
" I II • NOTE:
I I ~ I II CONTRACTOR SHALL PROVIDE SEDIMENTATION AND EROSION CONTROL PROTECTION ++++~"~~uu'~~i
II I I ~ I " II ~ ~ II I NEW 42 DI RAW WATEF ~ A S AT ALL CURB INLETS AND DROP INLETS. INCLUDE COST IN PRICE OF PIPE. ti """"'~d~''~ RAW WATER LINE . .~a ya~i
I( i NEW 42' BFV w/HH ~ I II •
~ • II I ~ I ~ ~ ~ . r
II ~ No,h; 'e ''2 e' N ~'"a
NEW 36' BFV w/MH I I NEW 42'x 36' RJ TEE ( ~ j • I !A' AGp RJ PIPE EACH MAY ® ( - . i~,~ b d evo Q,,,~
© - INV, 733.25 I I I • I GP`~~~
• ~ i / 121 36'x 90' ELLS • uN++~~
~ 1 + ~
N I~I I I ~ ~ ~ ~ 1 ~ / I ~ ~ .
~_EX.36'RAYYATERM4IN ICI • ' \ • ICI ~ . y - - - g I Ex, s~ s~ro4
lyl x Iai ~ ~ ~ ~ I ~ 1 • ACK ON THE T J ~ ~
ICI I I ~ . I SS • NEW 36" BFY w/MH ~ ~ _ _ _ • - - - - w - - - z
I~,I I I ~ _ H
I~I I'~I T T 3' Y REMOVING lil • I IE 0 EX. 6 8 I • I Yy - 3 a
EX. 90' ELL AND INSTALLING ICI I I ~ I • C~ z s~ H
NEN 36' TEE w/BLOCKING Iff I ( I R U N a I a ~ O H ~ J
I- _ c~ _ _ W J
I I EX. e• Wv. SErD4 a . r - ~ ~ ~ Q to
I r - - J I ~ I ~ I ~r s~ ~ Q Q
~ . SILT FENCING 3 W H
~ 42"x 90• RJ ELL W 42 x 90 RJ ELL ~ IJ ELL NEW 42" DI RAW WATER LINE W/!OD LF RJ PIPE EACH SIDE DF FITTING
1 0.75 I'Jr aEnA1~tL W/100 LF RJ PIPE EACH SIC oc > LL = PIPE EACH SIDE OF FITTING ~ Q ~
SCALE: i"= 20' o ~ I I (I. O
o r!c aE~ECC \ • • • ~ (n i W
• I I 07 - W Z
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i. THE TIE-IN TO THE EXISITING 36" CIP FROM THE FLASH MIXER SHALL BE I I W H
MAOE ON A WEEKEND AND BE ACCOMPLISHED WITHIN 8 HOURS. ~ r
THE CONTRACTOR SHALL GIVE THE OWNER 72 HOURS NOTICE PRIOR TO U H
TAKING THE RAW WATER MAIN OUT OF SERVICE. J
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750 DATE: DEC. 2000
750
TECHNICIAN: GMF
CHECKED BY; DSS
740
740
R VISIONS E
N0. DATE
730 730
720 720
SCALES
Rio 710 PROJ. NO. DIV.
1575 A-1
SHEET NO.
2
DRAWING NO.
9+00 10+00 1100 1200 13+00 157501002
0+00 1+00 2+00 3+00 4+00 5+00 6+00 700 8+00

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NOTE:
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AUTOMATIC ~ ~ NEW Ex. cAS crnE u
10 ° AIR RELEASE VALVE I ~ Ex. YATER LrAE I 0
a sAN. s~R • £X. YATER LlAE I ~
~ NEW 42 ` BFV ar YATER UAE M I ~ ~o I I ~ o
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• d: SAx. SErE14 ti ,je»e«h~6~
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CONTRACTOR SHALT 4CTOR SHALL FIELD VERIFY THE LOCATION OF ALL ABOVEGROUND AND UNDERGROUND (n Z
UTILITIES AND SI PIES AND SHALL FIELD ADJUST THE WATER LINE AS REQUIRED TO AVOID CONFLICT F..~ H O ~ J
WITH EXISTING U' :XISTING UTILITIES. N- w J O
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770 0
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760 p a
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750 ~ o m
750
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740
740
M M
DATE: DEC. 2000
M M TECHNICIAN: GMF
730
730 CHECKED BY: DSS
IONS R VIS
7zo
720 N0. DATE
710
710
SCALES
700
~~n
PROJ. NO. DIV.
1575 A-1
690 SHEET NO.
3
690
DRAWING NO.
c 15+00 16+00 17+00 16+00 19+00 20+00 21+00 22+00 zs+oo 24+00 25+00 zs+oo 27+00 ze+oo 157501003
13+00 14+00
COPYRIGHT @ 2000 - ALL RIGHTS RESERVED - PEIRSON 6 WHITMAN ARCHITECTS AND ENGINEERS, P.A.

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NOTE: o
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~ 42 x 22-i/2 RJ ELL v ~ fX. YAIERLIIE ' , O T CON RACTOR SHALL PROVIDE SEDIMENTATION AND EROSION CONTROL PROTECTION
w/100 LF RESTRAINED JOINT PIPE ~ N AT ALL CURB INLETS AND DROP INLETS. INCLUDE COST IN PRICE OF PIPE.
EITHER SIDE OF FITTINGS m ~ ~ SEi61 ' sr et
to ~ I ~ ~
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PERM. EASEMENT / i / i ~ Z N
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ELE SE ALL PIPE 6 FITTINGS WITHIN NORFOLK-SOUTHERN R-O-W 30' PERM. EASEMENT R RELEASE VALVE I- ~ Q
SHALL 8E RESTRAINED JOINT DUCTILE IRON PIPE / i ~ Q Q ~ (n
(SEE AL50 "SPECIAL REQUIREMENTS` SECTION OF SPECIFICATIONS) , NEW 42" BFV w/MH 3 U rrr • H
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CONTRACTOR SHALL FIELD VERIFY THE LOCATION OF ALL A IN OF ALL ABOVEGROUND AND UNDERGROUND N
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WITH EXISTING UTILITIES. H
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DATE: DEC. 2000
720
720 TECHNICIAN: GMF
CHECKED BY: DSS
710 REVISIONS
710
N0. DATE
M N
700 N 700
SCALES
690 9
VERT.: i" = 10'
PROJ. NO. DIV.
1575 A-i
680 680 SHEET NO.
4
DRAWING NO.
28+00 29+00 30+00 31+00 32+00 33+00 34+00 35+00 36+00 37 37+00 38+00 39+00 40+00 41+00 42+00 43+00 .1575010041
COPYRIGHT @2000 - ALL RIGHTS RESERVED - PEIRSON 6 WHITMAN ARCHITECTS AND ENGINEERS. P.A.

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STABILIZE CREEK BANKS 6 BOTTOM 684 5F (.016 AC.) w o ' "e
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UTILITIES AND SHALL FIELD ADJUST THE WATER LINE AS REQUIRED TO AVOID CONFLICT i
WITH EXISTING UTILITIES.
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DATE: DEC. 2000
TECHNICIAN: GMF 705
705 CHECKED BY: DSS
NS V IO R IS E
695
695 N0. DATE
685
685
SCALES
N HORIZ.: i" = 50' 675
C'7~ ~rroT ~ " - ~ n'
U/J VLfll 1 lv
PROJ. NO. DIV.
1575 A-i
665 SHEET NO.
665
DRAWING NO.
157501005
43+00 44+00 45+00 46+00 47+00 48+00 49+00 50+00 51+00 52+00 53+00 54+00 55+00 56+00 57+00 58+00
COPYRIGHT @ 2000 - ALL RIGHTS RESERVED PEIRSON 6 WHITMAN ARCHITECTS AND ENGINEERS, P.A.

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AT ALL CURB INLETS AND DROP N T N T P I LE S. I CLUDE COS IN RICE OF PIPE. OF 10 FEET ON EACH SIDE OF THE POINT OF CROSSING. A SECTION OF WATER MAIN PIPE a ~ Z o
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CONTRACTOR SHALL FIELD VERIFY THE LOCATION OF ALL ABOVEGROUND AND UNDERGROUND ~ J
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680 °
680
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670
670
DATE: OEC . 2000
TECHNICIAN: GMF 660
660
CHECKED BY. DSS
V IONS R IS
650 " 650
N0. DATE
640 640
SCALES
630 HORIZ.: 1" = 50'
630 ~irnt i u i n ~
YCHI.: 1 = 1V
PROJ. NO. DIV.
1575 A-1
6~0 SHEET NO.
620 6
DRAWING NO.
+ 7 00 7200 3+00 1575 67+00 68+00 69+00 70+00 71+ 010061
58+00 59+00 60+00: 61+00 62+00 63+00 64+00 65+00 66+00
COPYRIGHT @ 2000 - ALL RIGHTS RESERVED - PEIRSON 6 WHITMAN ARCHITECTS AND ENGINEERS, P.A. '

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N ROP INLETS. INCLUDE COST IN PRICE OF PIPE. 4 L w BLOCKING I AT ALL CURB I LETS AND D 42 x 5 EL / I r~
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' ASEMENTS (2) 10 TEMP. CONSTR. E ~ \ ~ H
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WHERE THE WATER MAIN CROSSES OVER AN EXISITING SEWER MAIN AND THE VERTICAL m O ~ _ 3
CLEARANCE IS LESS THAN 18", THE CONTRACTOR SHALL REPLACE THE SEWER PIPE WITH \ > LL
FERROUS PIPE AND WITH JOINTS EQUIVALENT TO WATER MAIN STANDARDS FOR A DISTANCE ~Q Q ~ ~O Cr ~
OF 10 FEET ON EACH SIDE OF THE POINT OF CR05SING. A SECTION OF WATER MAIN PIPE W a~ wlEll urn ~ _ (n O
SHALL BE CENTERED AT THE POINT OF CROSSING. INCLUDE COST IN PRICE BID FOR PIPE. W Z
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CONTRACTOR SHALL FIELD VERIFY THE LOCATION OF ALL ABOVEGROUND AND UNDERGROUND
UTILITIES ANO SHALL FIELD ADJUST THE WATER LINE AS REQUIRED TO AVOID CONFLICT
WITH EXISTING UTILITIES. CATAWBA ROAD
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685 a
675
675
DATE: DEC. 2000
TECHNICIAN: GMF
665
665 CHECKED BY: DSS
ONS I R VIS E
655
N0. DATE r
655
645
645
SCALES
635 HORIZ.: i" = 50'

PROJ. NO. DIV.
1575 A-1
625 SHEET NO.
7
625
DRAWING NO.
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73+00 74+00 75+00 76+00 77+00 78+00 79+00 80+00 81+00 :
COPYRIGHT @ 2000 - ALL RIGHTS RESERVED PEIRSON 6 WHITMAN ARCHITECTS AND ENGINEERS, P.A.

COPYRIGHT @ 2000 - ALL RIGHTS RESERVED - PEIRSON & WHIIMAN AHLHIItUl� Anu cnninc-. 1-

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TECHNICIAN: GMF 630
630 CHECKED BY: DSS
N 0 V R
620
N0. DATE
620
610
610
SCALES
600
cnn ~ I'YT11
vvv F- I F'HUJ. NU. uav.
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590 SHEET N0.
9
590 OPAWjNG NO.
1 10+00 111+00 112 +0o its+oo iia+oo 115+00 116 +oo 157501009
103+00 104+00 105+00f 106+00 107+00 106+00 109+00
COPYRIGHT @ 2000 - ALL RIGHTS RESERVED - PEIRSON 6 WHITMAN ARCHITECTS AND ENGINEERS. P.A.

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DATE: DEC. 2000
625 „ 625 TECHNICIAN: GMF
CHECKED BY: DSS
9 R VIS ONS E
615 " 615
N0. DATE
605 605
N
SCALES
595 595 HORIZ.: 1" = 50'
PROD. NO. DIV.
1575 A-1
585
585 SHEET NO.
10
DRAWING NO.
116+00 117+00 118+00 119+00 120+00 121+00 122+00 123+00 124+00 1254 125+00 ize+oo 127+00 ize+oo ins+oo 130+00 131+00 157501010
COPYRIGHT @ 2000 - ALL RIGHTS RESERVED - PEIRSON 6 WHITMAN ARCHITECTS AND ENGINEERS, P.A.

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670 z a
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660 a
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_ 650
650 DATE: DEC. 2000

TECHNICIAN: GMF
640
CHECKED 8Y: DSS
640
NS SIO VI RE
630
N N0. DATE
630
620
620
SCALES
610 HORIZ.: i" = 50'
PROJ. NO. DIV.
610
1575 A-1
600 SHEET NO.
11
600 DRAWING NO.
14 o+oo iai+oo iaz+oo 143+00 iaa+oo iae+oo 146+00 157501011
+ 138+00 139+00
133+00 134+00 135+00 136+00 137 00 131+00 132+00
COPYRIGHT @ 2000 - ALL RIGHTS RESERVED - PEIRSON 6 WHITMAN ARCHITECTS AND ENGINEERS. P.A.

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8 Q ~ . z8 ~-C
i. CONTRACTOR SHALL MAINTAIN 36" COVER °~,y
2. CONTRACTOR SHALL REPLACE ALL TOPSOIL REMOVED WITH LIKE TOPSOIL.
X SITING SEWER MAIN AND THE VERTICAL ~r G~O~ WHERE THE WATER MAIN CROSSES OVER AN E I qh~
" H CONTRACTOR SHALL REPLACE THE SEWER PIPE WITH
CLEARANCE IS LESS THAN 18 , T E
FERROUS PIPE AND WITH JOINTS EQUIVALENT TO WATER MAIN STANDARDS FOR A DISTANCE
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645
645 CHECKED BY; DSS
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635
N0. DATE
635
625
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SCALES
615 HORIZ,: i" = 50'
CAC
071:1 PflOJ. NO. DIV.
1575 A-1
605 SHEET NO.
12
605
DRAWING NO.
155+00 156+00 157+00 158+00 159+00 160+00 161+00 1157501012
146+00 147+00 148+00 149+00 150+00 151+00 152+00 153+00 154+00 IT
COPYRIGHT @ 2000 - ALL RIGHTS RESERVED - PEIRSON 6 WHITMAN ARCHITECTS AND ENGINEERS. P.A.

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645
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N0. DATE
635
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625 SCALES
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PROJ. NO. DIV.
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615 615 SHEET NO.
13
DRAWING N0.
161+00 162+00 163+00 164+00 165+00 166+00 167+00 168+00 169+00 170+ COPYRIGHT @ 2000 - ALL RIGHTS RESERVED - PEIRSON 6 WHITMAN ARCHITECTS AND ENGINEERS. P.A. 170+00 ni+oo ire+oo 173+00 174+00 175+00 ns+oo 157501013

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GATE: DEC. 2000
TECHNICIAN: GMF 680
680 CHECKED BY: DSS
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670
670 N0. DATE
660 660
SCALES
650 650 , VERT.: 1 = 10
PROJ. NO. DIV.
1575 A-i
640 1640 SHEET NO.
4
DRAWING NO.
157501014
176+00 177+00 178+00 179+00 180+00 181+00 182+00 183+00 i84+00 185 185+00
COPYRIGHT @ 2000 - ALL RIGHTS RESERVED - PEIRSON 6 WHITMAN ARCHITECTS AND ENGINEERS. P.A.

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DATE: DEC. 2000
TECHNICIAN: GMF 690
690
CHECKED BY: OSS
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680
680 N0. DATE
670
670
SCALES
660 HORIZ.: i" = 50'
~Fn
PROD. NO. DIV.
1575 A-1
650 SHEET NO.
650 15
DRAWING NO.
194+00 195+00 196+00 197+00 198+00 199+00 200+00 157501015
185+00 186+00 187+00 188+00 189+00 190+00 191+00 192+00 193+00 194+1
COPYRIGHT @ 2000 - ALL RIGHTS RESERVED - PEIRSON 9 WHITMAN ARCHITECTS AND ENGINEERS. P.A.

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725
725 TECHNICIAN: GMF
CHECKED BY: DSS
715 R EVISIONS
715
N0, OATE
705
705
695 SCALES
nnr Ul111T7 I cn ~
4~~ n~ntc.. 1 = ;ju
VERT.: 1° = 10'
PROJ. NO. DIV.
685 1575 A-1
685 SHEET NO.
16
200+00 201+00 202+00 203+00 204+00 205+00 DRAWING NO.
206+00 207+00 208+00 209+0( COPYRIGHT @ 2000 - ALL RIGHTS RESERVED - PEIRSON 6 WHITMAN ARCHITECTS AND ENGINEERS, P.A. 209+00 210+00 211+00 212+00 213+00 214+00 215+00 115750101

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NEW 50' PERM. EASEMENT
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DATE; DEC. 2000
750 750 TECHNICIAN: GMF
CHECKED BY: DSS
REVIS N
740 IO S
740
N0. DATE
730
730
720 SCALES
720 HOAIZ.: i" = 50'
PFOJ. NO. DIV.
1575 A-1
710
710 SHEET NO.
17
DRAWING N0.
215+00 216+00 217+00 218+00 219+00 220+00 221+00 222+00 223+00 224+1
COPYRIGHT @ 2000 - ALL RIGHTS RESERVED - PEIRSON 6 WHITMAN ARCHITECTS AND ENGINEERS. P.A. zza+oo 225+00 226+00 227+00 22e+00 zze+oo 230+00 157501017

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DATE: DEC. 2000
765 TECHNICIAN: GMF
CHECKED BY: DSS
REVIS ON
755
N0. DATE
745
SCALES
735
VERT.: 1" = 10'
PROJ. NO. DIV.
1575 A-1
725 SHEET NO,
8
DRAWING NO.
228+00 229+00 230+00 231+00 232+00 + 233+00 234 00 235+00 236+00 237+00 237+00 .1575010181
COPYRIGHT @ 2000 - ALL RIGHTS RESERVED - PEIRSON 6 WHITMAN ARCHITECTS AND ENGINEERS. P.A.

Z a a
Q a coo
ABOVEGROUND VENT TO BE USED FOR ~ ~ N
OFF-ROAD LOCATIONS ONLY A O.D.PIPE A H W ° z
uJ 0 H
X BAR = Z Q ~ 3 ~ o
PRECAST FLAT TOP M.H, z o a
STANDARD M.H. FRAME 6 COVER
~ Z ~ I- ' Z a g C{ Q
MH. RIM ELEV. 8" ' , ~ ~ w
I I 12° DUCTILE " a Q N p Z + IRON PIPE ~ o (1) v u~
ANCHOR ~ = w
i+ Q W U Q RING
CLASS 52 D.I. FLANGED VENT a WELDED „
z MH STEPS WITH S.S. INSECT SCREEN I 3 MIN CLEAR
a VENT SHALL BE THE SAME I
J @ 12 O.C. a SIZE AS THE C.A.V. \ UNDISTURBED SOIL
S.S. PIPE CLAMP
I z
0 10 OR 12` COMBINATION WATER AIR I
o VALVE AS REDUIRED ON THE PLANS - - - - - - O
H
I ° l0" OR 12" GATE VALVE
w ROTATED 90' FOR CLARITY
- - q CONCRETE COLLAR
a q
G~~EEFlS, p.A
I 42"x12" RESTRAINED JOINT BY UNDISTURBED EARTH (TYP.) / ~ A
FLANGE TEE WITH OR WITHOUT A I ° ~ o y Z 3 MIN CLEAR ~ Z „ &
10"X12" REDUCER AS REQUIRED. _ _ ~ 9 ~ w v w H m u ti
PLAN V I W N DS P AN V W T ~ ~ W ~ h2 T <L S y U
7' DIA. PRECAST 6 ~ 6 ~~15I~~
M,H. RISER " ~11~1 9
42 WATER MAIN
18' MIN. - 10' AND LESS GRAVEL BEDDING 24' MIN. - 12" AND GREATER ++++111111i11f1/~~,
i6" B" NTS ~ ~ S6~I~~
FILL TO TOP OF PIPE. MIN. N ti~~np~ ~ °00ee ~ ~~I
45' ° d$e O
8 J Grp urn,. - 8`~ a ~,r- Z8~--
m 2,0~~ - ANCHOR RING CONCRETE COLLER :o{ w o: N
- U O ~ - N ~O 00 i~'o~0 0 N cn PIPE I.D. DIAMETER THICKNESS FILLET A B REBAR
m WELD SIZE ~ G+++
(IN) (IN) (IN) ~ (IN) X /llul
12" MIN. '
~ 14 19.50 0.75 0.25 i'-4" i'-4" #6
u u T SEC I
N X P AN VATION PI B1 P L 6 3000 SI CONCRETE FOOTING ~N _ P i6 21.75 0.75 0.25 i'-4" i'-4" #5 UGS Cr
BENDS 6 TEES 20 25.75 ~ _ ~ _ #5 LU 0.75 0.25 1 4 1 4 ~
Z W 24 30.25 0.75 0.25 1 4 1 6 #5 Q
3
T U) z 30 36.50 1.0 0.25 i'-4" i'-6" #5 E..a
O H ~ J
NTS 36 43.00 !.0 0.25 i'-B" i'-9" #5 w J 0
42 49.50 ~ ~ ~ (Y 1.25 0.25 - - #5 Q 1 8 1 9
Q Q
3 U H
PIPE 90' BEND 45' BEND 22 i/2' BEND 11 i/4' BEND TEE PLUI PLUG
SIZE A B A 8 A 8 A 6 A B C ~ ff'' _ ~ L1. B C D Q ~
O
4" 8' 12' 8' 8' 6' 6' 6" 6' 8' 9' !0' ~ !0 16 W
6" 10" 12' B` 10' 8" 8" 8' 8" 10" 10" i2` Y " ¦ r - • O 0 1z 16 W Z
FILL ANNULAR SPACE CU
8" 15" 13" 10" 10" 8" 8" B` 8" !0' ]2' 12" z' 12' z4' Cr
TRENCH 10' 16' f4' f0" 12' 6' f0` 6" 10' 11' i4' i4" W/BRICK & MORTAR 4' 14" z5" AT EACH END . H
DEPTH i2' 20' i6' i2' 14' B' 12" 8" " 4" SPIDER SUPPORT
- -----------------GROUND iz i is i6 6" 16` 30' U AND SPACER
SURFACE 14" 22' i6" i4' 16' SO" 14" 10' 14" 16" 16" i6" COMPACTED B" 16" 34'
BACKFILL COMPACTED is" 2s' 20" is' !B' i2" is' 12" is" i6' 20" 20' gp% BACKFILL M " " " " " ~ " 0" 20' 36"
„ 20 50 24 3! 22 21 16 12 15 36 24 24 4" 24" 58' 1
112 90% 12' MIN. 24' 60" 2B" 38` 26` 25' 20' 14" 17" 36' 28' 28' B" 28' 70' N J
I STONE TRENCH SEWER PIPE 30' so' 30" ' " " • " H
SB" M N. BEDDING 44 26 28 20 18 !6 50 30 0" a
DEPTH I 42" 84' 42` 63' 32' 40" 24" 24" 20" 70' 36' w 6" ~
SLOPE TO DRAIN z z
DUCTILE IRON o 0
CARRIER PIPE ~ ~ a ~
DRAINAGE GRAVEL ~ ¢
STEEL ENCASEMENT PIPE 10 CF #5 STONE ~ N
18" NOTES: ELEVATION W z 0 0
U
i. CONCRETE SHALL BE CLASS A 3000 PSI MIN. UNDISTURBED UNDISTURBED D
SOIL SOIL ANTI-SEEPAGE COLLAR 2. NO CONCRETE SHALL COVER ANY BOLTS OR GLANDS. a
NT a 0 ES.
3. WRAP ALL FITTINGS ANO ACCESSORIES WITH 10 MIL POLYETHYLENE NOTES :NE N i. CASING PIPE SHALL BE STEEL WITH
PRIOR TO POURING BLOCKING. MIN. YIELD STRENGTH OF 35,000 PSI. SPIDER SUPPORT
AND SPACER DATE: JAN. 2000
i. ANTI-SEEPAGE COLLARS SHALL BE PROVIDED ON 36" FORCE MAIN STA. 16+10, 16+90, AND 18+Op 4. SOIL BEARING STRENGTH 3000 LB. SO. FT P „ / @ 150 SI.
ANO ON 60 OUTFALLAT STA. 55+00, 56+00 AND 57+00. 2. INSTALLATION OF CASING PIPE SHALL BE BY
2. ANTI-SEEPAGE COLLARS SHALL BE CONSTRUCTED OF A PRIMARILY CLAY MATERIAL DRY BORING & JACKING DRAWN BY: GMF
CARRIER PIPE CHECKED BY:
(PLASTICITY INDEX ANO LI~UIO LIMIT PLOTTING ABOVE "A-LINE" ON USCS PLASTICITY 3. INSTALLATION OF CASING AND CARRIER PIPE DSS
CHART) WITH A MINIMUM OF 100% BY WEIGHT PASSING THE i/2" SIEVE AND A MINIMUM OF INSIDE RAILROAD RIGHTS-OF-WAY SHALL CONFORM - - -
50% BY WEIGHT PASSING THE NO. 200 SIEVE. TO A.R.E.A. SPECS. -PART 5- "PIPELINES". ~ REVISIONS
F R TAN AR F _ TT N 3. ANTI SEEPAGE COLLAR MATERIAL SHALL BE COMPACTED TO A MINIMUM OF 95% OF THE 4. INSTALLATION OF CASING AND CARRIER PIPE NO. DATE
STANDARD PROCTOR MAXIMUM DRY N NTS DE SITY AT A MOISTURE CONTENT NO LESS THAN 2% DRY INSIDE NCDOT RIGHTS-OF-WAY SHALL CONFORM ~
OF THE OPTIMUM COMPACTION MOISTURE CONTENT. TO NCDOT "POL AN PR STEEL ENCASEMENT PIPE ICIES D OCEDURES FOR
ACCOMMODATING UTILITIES ON HIGHWAY RIGHTS OF WAY".
4. ANTI-SEEPAGE COLLARS SHALL EXTEND TO THE BASE OF THE EXCAVATION THE FULL WIDTH SECTION
OF THE EXCAVATION, A MINIMUM OF 18" INCHES ABOVE THE CROWN OF THE SEWER, AND A
MINIMUM OF 12' ALONG THE LENGTH OF THE SEWER.
5. CONSTRUCTION SHALL BE MONITEREO BY OWNER. COLLARS SHALL 8E TESTED FOR DENSITY,
GRAIN SIZE DISTRIBUTION, AND PLASTICITY INDEX BY OWNER. ANY COLLARS FAILING TO
crni rc nc cunwni
MEET.THE REQUIRED SPECIFICATIONS SHALL BE REMOVED AND REBUILT AT THE J1.lML.LJ MJ JI IJ111\
CONTRACTOR'S EXPENSE, PROJ. NO. DIV.
1575 A-i
SHEET NO.
ANTI-SEEPAGE COLLAR DETAIL
19
NTS STANDARD BOREENCASEMENT DRAWING NO.
NTS 115750IDTI
COPYRIGHT @ 2000 - ALL RIGHTS RESERVED - PEIRSON G WHITMAN ARCHITECTS AND ENGINEERS. P.A.

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RESTRAINED JOINT FLANGE ADAPTER - _ + _ _ N W ~ _ F- C7
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PIP DIAMETER # W a SHEET & BRACE TRENCH E
FLANGED BUTTERFLY VALVE ~ MANHOLE RING 6 COVER II a a Q AS RE~UIREO BY LESS THAN 14 12
c~ a a 14" TO 36" 18"
2-#4 TIES @ 12" EXIST. SOIL CONDITIONS
I MORE THAN 36" 24" BACKFILL IN 6" LAYERS # PIPE #
LAP 10" O N
W \ Ul Q & COMPACT TO 95X STANDARD MAX. DIA. MAX.
~ ~ "D"- WATER OR DENSITY AS DETERMINED BY PIPE LINE
~ RUBBER COATED CAST IRON ~ MANHOLE STEPS @ i2" O.C. SEWER PIPE AASHTO TEST METHOD T-99
~ ~ a
o - SEE NOTE i ~
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NOTES
~o i ^ i
i. SHAPE BOTTOM OF TRENCH TO FIT BOTTOM QUARTER ON SIDES OF AND BENEATH PIPE. ~ ww ~ m z~
I FOR SEWER PIPE BED BOTTOM QUARTER ON SIDES OF AND BENEATH PIPE WITH #467 ~ " e ~ y~b~
FLANGED COUPLING ADAPTER _ _ - SITUATE MANHOLE RING AND COVER N M NA C N R T LONGITUDINAL O I L O C E E STONE. EXCAVATE UNDER EACH BELL SUFFICIENTLY TO PREVENT ANY LOAD ON .BELL. dN~b3~sr3~
- - OVER VALVE OPERATING NUT A5 DIAMETER ENCASEMENT STEEL s~ ~u~s~ 2. FOR TRENCH DEPTHS UP TO f6 WHERE ROCK OR NON-CUSHIONING MATERIAL IS
DIRECTED BY ENGINEERS AND OWNER "D" "A" "X" ENCOUNTERED IN TRENCH BOTTOM, A CUSHION AT LEAST 8" THICK OF #67 STONE
6" 20" @ B" FOR SEWER LINES OR #5 STONE FOR WATER LINES SHALL BE PLACED BETWEEN ++++~~~~~~~~l~~~i,
THE ROCK AND THE BOTTOM OF THE PIPE. SEE SPECIFICATIONS FOR TRENCH ti.~~ •~63 °°°°a P ~
8" 24" @ 8" DEPTHS GREATER THAN i6 ° o ? o,;
12" 36" @ 12" WHERE UNSTABLE SOIL IS ENCOUNTERED EXCAVATE THE SOIL AS J v a ~°u-% 3 . ~ Qg Q r, z8
RED D SIZE DI PIPE DIRECTED BY THE ENGINEER ANO BACKFILL WITH AT LEAST 8" OF "s W o N ~o
24" 48" @ 12" #467 STONE. THE BACKFILL SHALL BE COMPACTED AND SHAPED TO ti°°
30" 54" @ l2" FORM A BED FOR THE PIPE. 'i «°a PP0 i,
z ~~n~~iuu++++
° 36" 60" @ i2"
Q n a " TR N H EDDING ~ BACKFILL D TAIL EC B E
~ NOTES 42 66 @ i2 H NTS
w i. MANHOLE COVER SHALL BE BOLTED H W
~ TO MANHOLE RING WITH SALISBURY'S z LL Z ~Y~1
o PATTERNED LOCKING BOLT HEADS. H ~ W
H 3 Q Z
Y BFV SIZE "A" "8" o NTS NOTE: ALL WATER LINES SHALL BE INSTALLED FOR LAYING CONDITION TYPE 3, MINIMUM H
O (IN (IN.) FT. O H ~ J I-
0 14 30.5 5 w J O
w i6 25.75 5 H ~ Cr Q
w 18 36 6 Q a
20 34.0 6 3 U H
24 42 7 3 Z
30 42 7 > LL Q E...
36 48 8 ~ ~ " 11
42 48 8 2 MIN. BITUMINOUS 8 COMPACTED ABC COARSE W ~ O
_ NOTES PLANT MIX (I-2) AGGREGATE - W Z
CU CC
d'
1. DO NOT SUPPORT VALVE BOX DIRECTLY ON VALVE. EXISTING PAVING
2. COAT TIE RODS AND NUTS WITH COAL TAR EPOXY.
CUT PAVING HERE
3. ALL 12" PIPE SHALL BE CLASS 350 DIP, MJ. FOR TRENCH
4. RESTRAINED JOINTS SHALL BE FAST-GRIP BY AMERICAN, N,
MANHOLE RING & COVER FIELD-LOK BY US PIPE OR APPROVED EQUAL. ?
GROUT(TYP.) SALISBURY STANDARD 5. ALL MJ FITTINGS SHALL USE TIE BOOS OR RESTRAINED p ~
o PRECAST FLAT TOP JOINT RETAINER GLANDS. " ~ z ~ MANHOLE COVERS SHALL READ 12 x 4, RE-CUT PAVING HERE ~ - 12"x 45' ELl (FLANGED) PIPE DIAMETER # ~
3 H-20 LOAD RATING "WATER VALVE" " " " " FOR REPAVING W LESS THAN 14 f2 ?
a MANHOLE 12 x 90 ELLS (FLANGED) 14" TO 36" 16" ~ " z
o NOP i- NON-FERROUS f -0 # PIPE # f -0 0 MORE THAN 36 24 z H
N IN; INSECT ANO MAX. DIA. MAX. °
= RO[ RODENT SCREEN u
~ / - MA) w v MAX. f/4 MESH ~ ~
~ N BACKFILL WITH LOW ~ ~ ? z
a 18" x 6"CONC. PAD AROUND BOX o w ~ T ~ ~ CONCRE ONCRETE PAD 5' X 5'X f' ORGANIC MATERIAL o ~ C
~ PLACE i PLACE 10 SY CLASS B RIP RAP ?
MANHOLE STEPS @ 12 O.C. m o Z ~ AROUND AROUND CONC. PAD 6 DITCH - - a
~ H B 0 z
~ ~ 3 a
W f2" ?
> w TELESCOPIC I
A ~ VALVE BOX w ~ 6X6X00
> ~ " WELDED WIRE DATE; DEC. 2000
° H 2-3/4" TIE 3/4 TIE RODS
z „ " H i. NEW PAVEMENT SHALL HAVE 8" COMPACTED ABC COARSE AGGREGATE AND 2" TECHNICIAN: GMF
B OIA. MONOLITHIC BASE a ~ I ~ 7 CU 7 CU. FT. TOPPING OR MATCH EXISTING CONSTRUCTION, WHICHEVER IS GREATER.
6" MIN. MANHOLE CRUST -1 CRUSHED CHECKED BY; DSS
STONI STONE 2. TRENCH IS TO BE BACKFILLED IN 6" LAYERS AND COMPACTED TO 95X STANDARD
DENSITY AS DETERMINED BY AASHTO TEST METHOD T-99 BEFORE PAVEMENT
~/9 ~ o REVISION REPAIRS ARE MADE.
r P ~ / _ - oo Nor e . - 00 NOT BLOCK
L. ~ DRAIN HC RA N HOLE N0. DATE 0 I 3. COMPACTION TEST REQUIRED AT REQUEST OF INSPECTOR.
B" MIN. 12' RS GATE VALVE POURED IN PI OUREO IN PLACE 4. ALL PAVED STREETS AND SECONDARY ROADS WHICH ARE OPEN CUT TO INSTALL
„ CONC. BLOCK ONC. BLOCK
2-3/4 TIE RODS 8 MIN. WATER PIPE MUST BE REPAIRED ACCORDING TO THIS DETAIL.
GROUT UNDER PIPE BOTH SIDES OF PIPE (TYP.) #67 STONE
NOTE:
w
m DO NOT GROUT UNDER VALVE. " ~ 12 WELDED ON TANGENTIAL RJ OR MJ OUTLET SCALES
z ON 24" DIP
Z
STREET REPAIR DETAIL
3 a PROJ. NO. DIV.
0 NTS 1575 A-i
BUTTERFLY VALVE & MANHOLE SHEET NO.
12 BLOW-OFF ASSEMBLY
v NTS 20
~ NTS DRAWING N0.
z a 157501DT
f

Z a N
Q n. ~
N' N
N
H W ~ Z W ~ H
® RIP RAP ON CREEK ENBANKMENTS JM JUTE MATTING = Z J ¢ O
3 Q
SILT FENCE •1- STONE CHECK DAM z a W p U
W
SEDIMENT BASIN OUTLET STABILIZATION Z Z F=ry-. II " 1 11 I II a ~ LL 2 X 4 X 5 HARDWOOD OR 2 (MIN.) X 5 -0 METAL Z o
C~ DIVERSION DITCH TEMPORARY STREAM CROSSING K RVN ~ o z STA E D I E 2 0 INTO GROUND. MAXIMUM ~ U ~
SPACING OF STAKES - 6'-0" O.C. w ~ _ ~ F- o
RR RIP-RAP 5 SQ. YDS. CLASS B MORE OR H ~ ~
LESS AS REQUIRED BY ENGINEER ~ TEMPORARY SEDIMENT TRAP U J WRAP TOP ENO DF FABRIC AROUND SLAT AND STAPLE W a
Q, a SECURELY. SECURE ENDS OF SLATS TO STAKES.
TEMPORARY GRAVEL CONSTRUCTION FP TEMPORARY FABRIC PROTECTION
ENTRANCE/EXIT FOR DROP INLETS
SECURE FABRIC TO STAKES AND WIRE MESH WITH
0 ~ STRUCTURAL STREAM BANK STABILIZATION iTD- TEMPORARY DIVERSION DITCH STAPLES OR HEAVY WIRE AND MAINTAIN.
f STANDARD STRENGTH SYNTHETIC FABRIC. MINIMUM 2'-0"
F- OF FABRIC ABOVE GROUND.
Q O O
}
W BACK WITH "HOG" WIRE OR OTHER APPROVED
NTR N SE M NTAT N 0 T ~ R N SI WIRE MESH.
BURY TOE OF FABRIC IN GROUND A MINIMUM OF 8".
i. IN ADDITION TO ALL OTHER SEDIMENTATION AND EROSION CONTROL MEASURES SPECIFIED GS~,EEas, a a
THE CONTRACTOR SHALL COMPLY WITH ANY ADDITIONAL MEASURES DEEMED NECESSARY BY FIN. GRADE MAINTAIN 8" DEEP DITCH 2'-0" IN FRONT OF nay
THE INSPECTOR PRIOR TO AND/OR DURING THE COURSE OF CONSTRUCTION. ~0 ~ FENCE. ~ ~2.
u w ~ m ~ H w2~ ¢ v ,rw
cWi ~oQ e~
2. EROSION CONTROL MEASURES AS INDICATED ON PLANS OR IN THE SPECIFICATIONS SHALL Jbb ~y~l 9~d
BE INSTALLED PRIOR TO DISTURBING ANY SOIL. CONTRACTOR SHALL MAINTAIN ALl err ~ r~`' HM 9
SEDIMENT CONTROL DEVICES AND SHALL REMOVE SEDIMENT FROM FENCES AS REQUIRED BY r--DIRECTION OF RUNOFF FLOW
THE INSPECTOR. ANY COLLECTED SEDIMENT LEFT AT THE ENO OF THE JOB SHALL BE ,'~~~unuaq~~
REMOVED. ~i eey S6'•.
Q~ tide P ~ ee0a ~ NOTE: SEDIMENT IS TO BE REMOVED FROM DITCH AND ~ seo3o;
m.-~ e
3. CONTRACTOR SHALL SEED 6 MULCH WITHIN 5 DAYS OF INITIAL DISTURBAN AN N CE D I NO FENCE REPAIR AFT R A RAN g" ED E E CH I FALL. _ s a , Zgu._ - o W p r tig
CASE SHALL OVER 500 FEET BE LEFT UNSEEDED AND UNMULCHED AT ANY ONE TIME.
^ e~eo Q,,,.
~ ~ Gp.~~~
z 4. SEDIMENT FENCES SHALL BE REMOVED FROM THE SITE WHEN GRASSING IS ACCEPTED AND 0 ~~~~mnn+~~~~~
H STABILIZATION IS COMPLETE.
a U
i 5. ANY EXCAVATED MATERIAL WHICH IS NOT USED FOR FILL SHALL BE REMOVED FROM THE
H
~ SITE UNLESS OTHERWISE DIRECTED BY THE OWNER OR ENGINEER. z w W ~ ~ Z
H F-I ~ NTS
6. CONTRACTOR SHALL MAINTAIN ALL STREETSIOE DRAINAGE SWALES AND DITCHES. ALL Y 3 Q
o DISTURBED VEGETATION IN LAWNS SHALL BE REPLACED IN KIND AND ALL DITCHES ANO Cn z
0 00 DRAINAGE STRUCTURES MAINTAINED FREE FROM SEDIMENT. O H H ~ J
a J i- w J 0
W H ~ d cn
W 7. WHEN A LINE IS TO BE INSTALLED ALONG A SHOULDER WITH A SLOPE FROM THE ROAD, Q ~
DIRT (FILL) REMOVED FROM THE CUT SHALL BE STOCKPILED ON THE PAVEMENT SHOE ~ U H
OF THE CUT. THE CONTRACTOR SHALL REMOVE ALL WASTE MATERIAL FROM THE SITE PER O
~ _ Q ~
THE JOB SPECIFICATIONS. A ~ 0
- ~ W ~.5' _ ~ O
8. WHEN INSTALLING RIP RAP ON DISTURBED STREAM BANKS, CONTRACTOR SHALL PLAN WORK MIN W Z
IN SUCH MANNER THAN STOCKPILES OF EARTH ARE NOT SUBJECT TO WASHING INTO N
GATHER EXCESS STREAM OR DRAINAGE AREA. AT CORNERS. P 9 MIN.
H
2"Xq" WOODEN FRAME 9. CONSTRACTOR SHALL INSTALL SILT FENCES OR OTHER SEDIMENT COLLECTION STRUCTURES
IN STREETSIDE DITCHES WHEN SO DIRECTED 8Y THE ENGINEERS, EVEN THOUGH NOT U
SHOWN ON THE CONTRACT DRAWINGS, WHEN, IN THE OPINION OF THE ENGINEERS. 1.5' FILTER FABRIC
SUFFICIENT CARE IS NOT BEING TAKEN BY THE CONTRACTOR TO PREVENT ENTRANCE MAX.
J O
OF SEDIMENT INTO DITCHES. SAID STRUCTURES SHALL BE INSTALLED AT THE Q H
CONTRACTOR'S EXPENSE, AT NO ADDITIONAL COST TO THE OWNER. i~ Z
A _ U
3 10. ALL COSTS ASSOCIATED WITH INSTALLATION, MAINTENANCE, AND REMOVAL OF 3.0' Q TEMPORARY STREAM CROSSINGS AND STRUCTURAL STREAM BOTTOM STABILIZATION MIN. z ~ p J
p II II Z F.~ H
SHALL BE INCLUDED IN UNIT PRICE BIO FOR THOSE ITEMS. RIP RAP SHALL 8E I I I I SYNTHETIC 0 ~ ~ H ~ W
~ PAID BASED ON UNIT PRICE IN PROPOSAL. I I I I FABRIC I-- W ~
_ II II 0. ~ H OZ z
W II II ~ ii. WHERE SEWERS ARE TO BE INSTALLED IN THE CENTERS OF EXISTING ROADWAYS, U U ~ Q Q U
(n Z N
w ALL TRENCHES SHALL BE FIlLEO AT THE CLOSE OF EACH WORK DAY AND WHEN RAIN ~ IS IMMINENT. AT NO TIME SHALL TRENCHES BE LEFT OPEN OVERNIGHT, OVER W o w Q H ~
o WEEKENDS, OR DURING INCLEMENT WEATHER. OPEN ENO OF PIPE SHALL BE PLUGGED CONSTRUCTION SPECIFICATIONS: Q Z
~ BEFORE CLOSING TRENCH. YNTH Z
i. AS S ETIC FABRIC, USE A PERVIOUS SHEET OF NYLON, POLYESTER, a, CLASS i OR GRIP-RAP ~
w OR ETHYLENE YARN--EXTRA STRENGTH(501b./i" MINIMUM)--THAT ~ ~ 24" max o
H CONTAINS ULTRAVIOLET RAY INHIBITORS AND STABILIZERS. FABRIC 2' ~ w
SHOULD BE SUFFICIENTLY POROUS TO PROVIDE ADEQUATE DRAINAGE OF CONSTR T N N 0 U E - @ center - ,
THE TEMPORARY SEDIMENT POOL. DIRECTION OF FLOW
DATE: DEC. 2000
1. UPON CONSTRUCTION AREA ACCESS, STABILIZE ALL BARE AREAS 2. CUT FABRIC FROM A CONTINUOUS ROLL TO ELIMINATE JOINTS.
IMMEDIATELY WITH GRAVEL AND TEMPORARY VEGETATION. TECHNICIAN; GMF
3. FOR STAKES, USE 2"Xq" WOOD (PREFERRED) OR EDUIVALENT METAL 1.5'
WITH A MINIMUM LENGTH OF 3'. CHECKED BY: DS5
2. AFTER CONSTRUCTION SITE IS ACCESSED, INSTALL TEMPORARY -FILTER FABRIC
SEDIMENTATION AND EROSION CONTROL MEASURES NECESSARY. 4. SPACE STAKES EVENLY AROUND THE PERIMETER OF THE INLET A MAXIMUM dUM
INCORPORATE INTERIM MEASURES AS DIRECTED BY THE ENGINEER ANO AS , OF 3 APART, AND SECURELY DRIVE THEM INTO THE GROUND, REV I N I S 4.0
REQUIRED BY THE PLANS TO MINIMIZE SEDIMENTATION ANO EROSION AS APPROXIMATELY 18 DEEP. SECTION A-A
CONSTRUCTION PROGRESSES. N0. DATE
5. TO PROVIDE NEEDED STABILITY TO THE INSTALLATION, FRAME wITH
3, APPLY TEMPORARY OR PERMANENT STABILZATION MEASURES IMMEDIATELY 2"Xq" W000 STRIPS AROUND THE CREST OF THE OVERFLOW AREA AT A T N H K A
NT5
ON ALL DISTURBED AREAS WHERE WORK IS DELAYED OR COMPLET MAXIMUM OF !.5' ABOVE THE DROP INLET CREST. E.
6. PLACE THE BOTTOM 12" OF THE FABRIC IN A TRENCH AND BACKFILL
" w q AT GRADING COMPLETION, STABILIZE ALL GROUND COVER, INCLUDING THE TRENCH WITH AT LEAST 4 OF CRUSHED STONE OR 12 OF i. KEEP THE CENTER SECTION AT LEAST 9 INCHES BELOW NATURAL GROUND
LEVEL WHERE THE DAM ABUTS THE CHANNEL BANKS.
~ BORROW ANO SPOIL AREAS AND INSTALL PERMANENT SEDIMENTATION AND COMPACTED SOIL. ~ ' EXT N T N AT A T F T SCALES
z EROSION CONTROL STRUCTURES SUCH AS CONCRETE LINE DITCHES, ETC. 2, E 0 S 0 E LE S 1.5 EE BEYOND THE DITCH BANKS.
~ 7. FASTEN FABRIC SECURELY TO THE STAKES AND FRAME. JOTNTS MUST 8E 3E nc cunwnr
H OVERLAPPED TO THE NEXT STAKE. n.i ~i 3. THE CONTRACTOR SHALL INSPECT THE CHECK DAMS AND CHANNELS FOR DAMAGE
AFTER EACH RUNOFF EVENT AND CORRECT ALL DAMAGE IMMEDIATELY. PROD. NO. DIV.
a 5. REMOVE AND STABILIZE ALL TEMPORARY CONTROL MEASURES SUCH AS cl
o DIVERSION DITCHES, SEDIMENT TRAPS AND SILT FENCES. TEMPORARY FABRIC PROTECTION
FOR DROP IN FP LETS 4. THE CONTRACTOR SHALL REMOVE SEDIMENT ACCUMULATED BEHIND THE DAMS 1575 A-i
H CC 6, MAINTAIN GROUND COVER AND OTHER MEASURES AND RESEED AS REQUIRED AS NEEDED TO PRREVENT DAMAGE TO CHANNEL VEGETATION. SHEET NO.
cn NTS 21
~ TO ENSURE PERMANENT SEDIMENTATION AND EROSION CONTROL. z DRAWING NO.
a FLAST UPDATED: 1157501SEII
COPYRIGHT @ 1984 - ALL RIGHTS RESERVED - PEIRSON 6 WHITMAN, INC.

Z a cv
12" THICK #57 WASHED STONE 5'-0" Q a ~ ~ n
P A ON INSIDE FACE MIN. m L CEO N N
O H w ° z
w o H 2 z Q r
z ~ ~ 1, 800 CU FT/ACRE 1~-- -11 ~ 4 ~ 1-1 O ~ 1 ~ X 3 V, Q
OF DISTURBED .AREA . a 6 MIN, z o a II7 ~ W ~
W
2 MIN. o z ~
CLASS B RIPRAP FII a ~ Q FILTER FABRIC COMPACTED S L Z ~ o OI FLOW o z
9 MIN. O o
CROSS SECTION U) v 18" w ~ _
1- / ~ N M
~ ~ OVERFILL 6" =RFI L 6" H = w L 6 TYPICAL ~ r
. 1 FOR SETTLEMEI MIN " 4- M T w a a SETTLE EN ~ Q, a
MN ~ I.
~
J MIN. 9" OF CLASS A RIP-RAP FILTER FABRIC
H EI w 6' EMERGENCY BY-PASS 6" BELOW SETTLED
0 2: i SIDE SLOPE TI TOP OF DAM TMPRARY VR N TH-STN NE
w x MAX. N d 0 I
~ ~ CLASS B RIPRAP
~ - is i SIDE SLOPE
~ ~ MAX. a FILTER FABRIC 6' MIN. O
0 2' MIN.
3'-0" w NOTES: MIN.
COMPACTED SOIL FLOW
~ TEMPORARY STREAM CROSSINGS ARE TO BE USED NHERE ~ i. 9 MIN.
~ N TR CTION VEHICLES WILL BE DRIVEN ACROSS STREAM STONE SECTION COS U 18"
AND CREEK BEDS ON A TEMPORARY BASIS AS A PART OF ~1~~ERS~ p'q. A7Igt,
CONSTRUCTION OPERATIONS. 6' TYPICAL ~ a ~
H FIELD IS TO BE NOTES: 2. AN ADEQUATE PIPE, SIZED IN T E , Z ~ . F ^ a =
A 0 IN THE STREAM BED AND COVERED KITH CLASS i N P T P R F N F ANT RAINFALL. REMOVE SEDII PL CE i. I S EC BASINS AFTER EACH E I00 0 SIG I IC :MOVE SEDIMENT w ~ ~ ~ ~ / r ~ ~
RIP-RAP TO AN ELEVATION EQUAL TO THE TOP OF CREEK AND RESTORE THE TRAP TO ITS ORIGINAL DIMENSIONS WHEN THE SEDIMENT HAS IMENT HAS
BANKS BUT NOT LESS THAN 12 INCHES. ACCUMULATED TO ONE-HALF THE DESIGN DEPTH OF THE TRAP. REPLACE CONTAMII ~E CONTAMINATED sb °~"31sts~ ~INM 9
3. THE RIP-AAP MUST BE 20 FEET MINIMUM MOTH AND NITM PART OF GRAVEL FACE. T MP RARY U R N T H I
A LENGTH SUFFICIENT TO REACH FROM BANK TO BANK. 2. REPLACE ANY RIPRAP DISPLACED FROM THE SPILLWAY IMMEDIATELY. TD
3. AFTER THE SEDIMENT PRODUCING AREAS HAVE BEEN PERMANENTLY STABILIZED BIL IZEO ,~~~umi~ui~~~i
REMOVE THE STRUCTURE AND ALL UNSTABLE SEDIMENT. SMOOTH THE AREA TO BLI N R I RAMC ST AREA TO BLEND 1 °.N° °oe~b~ i. THE SLOPE OF THE DITCH SHALL BE AS SHOWN ON THE PLANS. °°~N b°°,~i~•,
RARY T MPO E T WITH THE ADJOINING AREAS AND STABILIZE PROPERLY.
4. DIRECT EMERGENCY BYPASS TO NATURAL, STABLE AREAS. LOCATE BYPASS OUTLE PASS OUTLET 3 a v ° Zg~.:
SO THAT FLOW WILL NOT DAMAGE THE EMBANKMENT. 2. ALL DITCHES WITH SLOPES GREATER THAN 3X SHALL BE LINED WITH 9 OF CLASS A ~ 8N • o... ~
RIP-RAP UNLESS OTHERWISE STATED ON THE PLANS. e~ ~a
DIMENSIONS ~ o e°°ooQ`
3. THE COMPACTED SOIL RIDGE SHALL 8E SEEDED IMMEDIATELY AFTER CONSTRUCTION, ~ °°GP~~~
z TRAP N0. MIN. CAPACITY DEPTH LENGTH WIDTH WEIR LENGTH ~~hUuiu~ ~ LENGTH UNLESS IT WILL REMAIN IN PLACE LESS THAN 30 WORKING DAYS.
0 H (CU. FT.) (FT.) (FT.) (FT (FT.) (FT .1
Q RIP-RAP 1 B47 3.5 22 11 4 4. THE CONTRACTOR SHALL INSPECT THE DITCHES ONCE A WEEK AND AFTER EVERY 4
v 22 MIN. CLASS B H OR 30 CLA55 I RIP-RAP 2 700 3.5 20 10 4 4 SIGNIFICANT RAINFALL AND SHALL REMOVE SEDIMENT FROM THE FLOW AREA AND MAKE
H 3 735 3.5 20 10.5 4 4 ANY REPAIRS NEEDED. w
z 4 2!0 3.5 10 6 4 0.. ~ Z 4 H F-
0 448 3.5 16 B 4 W 4 5. WHEN THE AREA PROTECTED IS PERMANENTLY STABILIZED, REMOVE THE RIDGE AND FILL 3 Q
6 448 3.5 i6 8 4 IN THE CHANNEL TO BLEND WITH THE NATURAL GROUND LEVEL AND SEED IT. U) Z 4 H
0 7 448 3.5 6 8 4 ~ H 4 ~ J
o ~ 1 m 6 A 4 6. DIMENSION AS SHOWN ON THE CONTRACT DRAWINGS OR SPECIFIED BY ENGINEER. I- w J
p (OR FILTER CLOTH) B 448 3.5 16 8 4 Q
J SEWER PIPE SHALL 8E w 9 770 3.5 22 l0 4 H LONG SPAN DIP @ CREEK CROSSING 4 ~ ~ Q Q
w 10 567 3.5 18 9 4 4 ~ 3 U
ii 700 3.5 20 10 4 4 I-I
!2 770 3.5 22 10 4 O 4 3 =
13 882 3.5 2i i2 4 > ~.1.. Q 4 ~
PRO_ Q ~ ~ w
NTS Ln ~
- w z (1J
22' MIN. CLASS B RIP-RAP d'
OR 30' CLASS ]RIP-RAP
T TRAP ARY M N TMPR H
NTS U
6' GRAVEL FILTER 0
PIPE LINE (OR FILTER CLOTHI z
0 U
c!i Z Z
H 3 O ~ H r
Q L = THE DISTANCE SUCH THAT POINTS POINTS o H z a
p A ANO B ARE OF EQUAL ELEVATION. ITION. o W ~
H N ~ o
_ H ~ NTS a o H Q O
w ~ ~ l a= ~ IN CHANNELS, ROLL OUT STRIPS OF NETTING PARALLEL TO THE U a
DIRECTION OF FLON AND OVER THE PROTECTIVE MULCH. U7 ZO O W Z
W WIDTH OF DISTURBED AREA STREAM ~ A B O ~ a
U (12' MINIMUM) L a ~ H ~
0 z w
H
3 w / ~ ANCHOR NETTING IN W
H ~ 1' 1 A 6-INCH TRENCH
> ~ ~ - RIP-RAP 18-INCH OVERLAP
u• JOIN STRIPS BY ANCHORING
t~ 1 ~UU•• ll AND OVERLAPPING DATE: DEC , 2000
1~1 ~ ~1
TECHNICIAN: GMF
i. APPLY LIME, FERTILIZER AND SEED BEFORE LAYING THE NET DR MAT,
CHECKED BY: OSS
2. START LAYING THE NET FROM THE TOP OF THE CHANNEL OR SLOPE AND UNROLL IT DOWN THE GRADE. ALLOW NETTING TO LAY 100SELY ON THE SOIL 8UT WITHOUT WRINKLES--DO
NOTES: NOT STRETCH. R V SION EI
Space check dam in a channel so that the crest 3. TD SECURE THE NET, BURY THE UPSLDPE END IN A SLOT OR TRENCH NO LESS THAN 6
of downstream dam is at elevation of the toe of SECTION upstream dam INCHES DEEP, COYER WITH SOIL, AND TAMP FIRMLY. STAPLE THE NET EVERY f2 INCHES N0. DATE
NTS ACROSS THE TOP AND EVERY 3 FT. AROUND THE EDGES AND BOTTOM. WHERE 2 STRIPS OF NET ARE LAID SIDE BY SIDE, THE ADJACENT EDGES SHOULD BE OVERLAPPED 3 INCHES AND
STAPLED TOGETHER. EACH STRIP OF NETTING SHOULD ALSO BE STAPLED DOWN THE CENTER,
EVERY 3 FEET. DO NDT STRETCH THE NET WHEN APPLYING STAPLES.
T RA TR M ANK STA ILIZATI N S RUCTU L S A B S 4. TD JOIN TWD STRIPS, CUT A TRENCH TD ANCHOR THE END OF THE NEW NET. OVERLAP
THE END OF THE PREVIOUS ROLL iB INCHES, A5 SHOWN, AND STAPLE EVERY ]2 INCHES JUST BELOW THE ANCHOR SLOT.
w s ~ m SCALES
5. INSPECT ALL MULCHES PERIODICALLY, AND AFTER RAINSTORMS TO CHECK FOR RILL
z i. ALL RIP-RAP TREATMENTS MUST BE UNDERCUT SO THAT STONE SURFACES EROSION, DISLOCATION, DR FAILURE. WHERE EROSION I5 OBSERVED, APPLY ADDITIONAL HORIZ.: i° = 50'
to WTI I RF FI IISN WTTH ~IIR[]f111AInTNf; FARTH MULCH. IF WASHOUT OCCURS. REPAIR THE SLOPE GRADE, RESEED, AND REINSTALL MULCH. VFGT ~ 1" = 1f1'
z CONTINUE INSPECTIONS UNTIL VEGETATION IS FIRMLY ESTABLISHED.
H 3 2.THE STREAMBANK PROTECTION SHALL EXTEND BETWEEN STABILIZED PROJ. NO. DIV,
a cc POINTS ALONG THE STREAM. J M 1575 A-1
0
a 3.CHECK STABILIZED STREAMBANK SECTIONS AFTER EVERY RAINFALL OF SHEET NO.
H cr SPACING H K AM U TAI FOR STABILIZING HA NN S WITH T N TTN 2 DRAWING NO.
1 OR MORE IN 24 HOURS, AND MAKE ANY NEEDED REPAIRS IMMEDIATELY
TO PREVENT FURTHER DAMAGE. z
a 157501SE21
COPYRIGHT @ 1993 - ALL RIGHTS RESERVED - PEIRSON 6 WHITMAN ARCHITECTS AND ENGINEERS. P.A.