20040068 Ver 1_COMPLETE FILE_20040115

JAMES R. BUTLER, P.E.
post office box 2369
swansboro, nc 28584-2369
phone: [phone]
fax: [phone]
e-mail: [e-mail]
8-Jan-2004
NCDENR/DWQ/Wetlands Unit
WRaN,h rtiyw>'
Attn: Bob Zarzecki
1650 Mail Service Center M4 1 5 ,
Raleigh NC 27699-1650 CJ4
In Re: Application for 401 Certification WATRdr=tl'b"''l;C3lO
Village of Walnut Creek
Sanitary Sewer Interconnect to Goldsboro
Wayne County, Neuse Basin
Dear Mr. Zarzecki,
Enclosed, please find two copies each of the following:
1. PCN Application Form
2. Nationwide Permit 12, Action ID 200410999
3. Plan sheets 1, 6, 18, and 36
The two crossings of wetlands/streams is being proposed to be affected by
directional boring that will both honor Neuse River Buffers and not disturb the
stream channel or wetland area. It is hoped that the 401 Certification can be
issued quite quickly so the project can proceed.
Please call me or e-mail if you have any questions.
Sincerely,
JXmes R. Butler, PE
Office Use Only: 4 no, Fnersion May 2002
USACE Action ID No. 200410999 DWQ No. SRL-T-03-0058
(If any particular item is not applicable to this project, please enter "Not Applicable" or "N/A".)
1. Processing
1. Check all of the approval(s) requested for this project:
Section 404 Permit F-] Riparian or Watershed Buffer Rules
7 Section 10 Permit Isolated Wetland Permit from DWQ
[401 Water Quality Certification
2. Nationwide, Regional or General Permit Number(s) Requested: 10 - attached for info
3. If this notification is solely a courtesy copy because written approval for the 401 Certification
is not required, check here: 21,
4. If payment into the North Carolina Wetlands Restoration Program (NCWRP) is proposed for
mitigation of impacts (verify availability with NCWRP prior to submittal of PCN), complete
section VIII and check here: ?
5. If your project is located in any of North Carolina's twenty coastal counties (listed on page
4), and the project is within a North Carolina Division of Coastal Management Area of
Environmental Concern (see the top of page 2 for further details), checkt here: n
II. Applicant Information 011koup
1. Owner/Applicant Information JAN.1 5 2004
Name: Village of Walnut Creek
`P
Mailing Address: P O Box 10911
Goldsboro NC 27532-0911
Telephone Number: 919.778.9687 Fax Number: 919.778.6088
E-mail Address:
2. Agent/Consultant Information (A signed and dated copy of the Agent Authorization letter
must be attached if the Agent has signatory authority for the owner/applicant.)
Name: James R. Butler PE
Company Affiliation:
Mailing Address: P O Box 2369
Swansboro NC 28584-2369
Telephone Number: 252.393.8562 Fax Number: 252.393.1287
E-mail Address: rod Qmgnc.us
Page 5 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: Sanitary Sewer Interconnect to Goldsboro
2. T.I.P. Project Number or State Project Number (NCDOT Only):
3. Property Identification Number (Tax PIN): US Hwy 70 Right-of-Way
4. Location
County: Wayne Nearest Town: Village of Walnut Creek
Subdivision name (include phase/lot number):
Directions to site (include road numbers, landmarks, etc.): US 70 right of way from NC 111
To NCSR 1719 (north side,
5. Site coordinates, if available (UTM or Lat/Long):
(Note - If project is linear, such as a road or utility line, attach a sheet that separately lists the
coordinates for each crossing of a distinct waterbody.)
6. Property size (acres):
7. Nearest body of water (stream/river/sound/ocean/lake): Spring Lake & Walnut Creek
8. River Basin: Neuse
(Note - this must be one of North Carolina's seventeen designated major river basins. The
River Basin map is available at http://h2o.enr.state.ne.us/admin/maps/.)
9. Describe the existing conditions on the site and general land use in the vicinity of the project
at the time of this application: Existing land use is highway right of way, cleared by DOT
Construction and maintenance operations
Page 6 of 12
10. Describe the overall project in detail, including the type of equipment to be used:
Project consists of sewer pumping station with related equipment, and 8" sanitary sewer
Forcemain that connects the Village of Walnut Creek to the sewer collection system of
Goldsboro. The wetlands are encountered at two locations along the route of the forcemain.
11. Explain the purpose of the proposed work:
Work in the regulatory wetlands will be the installation of a 10-inch High Density
Polyethylene forcemain beneath the run of the stream and to a distance to each side outside
The regulatory wetlands. Installation within the wetlands to be by directional bore.
IV. Prior Project History
If jurisdictional determinations and/or permits have been requested and/or obtained for this
project (including all prior phases of the same subdivision) in the past, please explain. Include
the USACE Action ID Number, DWQ Project Number, application date, and date permits and
certifications were issued or withdrawn. Provide photocopies of previously issued permits,
certifications or other useful information. Describe previously approved wetland, stream and
buffer impacts, along with associated mitigation (where applicable). If this is a NCDOT project,
list and describe permits issued for prior segments of the same T.I.P. project, along with
construction schedules.
none
V. Future Project Plans
Are any future permit requests anticipated for this project? If so, describe the anticipated work,
and provide justification for the exclusion of this work from the current application.
VI. Proposed Impacts to Waters of the United States/Waters of the State
It is the applicant's (or agent's) responsibility to determine, delineate and map all impacts to
wetlands, open water, and stream channels associated with the project. The applicant must also
provide justification for these impacts in Section VII below. All proposed impacts, permanent
and temporary, must be listed herein, and must be clearly identifiable on an accompanying site
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 7 of 12
1. Provide a written description of the proposed impacts:
None are anticipated by the proposed construction. Once completed, existing NPDES discharge
to Neuse River will be vacated.
2. Individually list wetland impacts below:
Wetland Impact
Site Number
(indicate on map)
Type of Impact* Area of
Impact
(acres) Located within
100-year Floodplain**
(yes/no) Distance to
Nearest Stream
(linear feet)
Type of Wetland***

* List each impact separately and identify temporary impacts. Impacts include, but are not limited to: mechanized clearing, grading, fill,
excavation, flooding, ditching/drainage, etc. For dams, separately list impacts due to both structure and flooding.
** 100-Year floodplains are identified through the Federal Emergency Management Agency's (FEMA) Flood Insurance Rate Maps
(FIRM), or FEMA-approved local floodplain maps. Maps are available through the FEMA Map Service Center at 1-800-358-9616, or
online at http:/hvww.fema.g_ov.
*** List a wetland type that best describes wetland to be impacted (e.g., freshwater/saltwater marsh, forested wetland, beaver pond,
Carolina Bay, bog, etc.) Indicate if wetland is isolated (determination of isolation to be made by USACE only).
List the total acreage (estimated) of all existing wetlands on the property:
Total area of wetland impact proposed: 0.00
3. Individually list all intermittent and perennial stream impacts below:
Stream Impact
Site Number
(indicate on map)
Type of Impact* Length of
Impact
(linear feet)
Stream Name** Average Width
of Stream
Before Impact Perennial or
Intermittent?
(please specify)
Sheet # 6 D. Bore 0 Walnut Creek Trib 50' P
Sheet # 18 D. Bore 0 Spring Lake HdWtrs 20' P

* List each impact separately and identify temporary impacts. Impacts include, but are not limited to: culverts and associated rip-rap,
dams (separately list impacts due to both structure and flooding), relocation (include linear feet before and after, and net loss/gain),
stabilization activities (cement wall, rip-rap, crib wall, gabions, etc.), excavation, ditching/straightening, etc. If stream relocation is
proposed, plans and profiles showing the linear footprint for both the original and relocated streams must be included.
** Stream names can be found on USGS topographic maps. If a stream has no name, list as UT (unnamed tributary) to the nearest
downstream named stream into which it flows. USGS maps are available through the USGS at 1-800-358-9616, or online at
www.usas.gov. Several internet sites also allow direct download and printing of USGS maps (e.g., www.topozone.coni,
www.mgpquest.com, etc.).
Cumulative impacts (linear distance in feet) to all streams on site: a
Page 8 of 12
4. Individually list all open water impacts (including lakes, ponds, estuaries, sounds, Atlantic
Ocean and any other water of the U.S.) below:
Open Water Impact
Site Number
(indicate on map)
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: fill, excavation, dredging,
flooding, drainage, bulkheads, etc.
5. Pond Creation
If construction of a pond is proposed, associated wetland and stream impacts should be
included above in the wetland and stream impact sections. Also, the proposed pond should
be described here and illustrated on any maps included with this application.
Pond to be created in (check all that apply): E] uplands F-] stream E] 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.
Directional Bore used to avoid anv disturbance to wetlands or stream. Erosion control
measures to contain potential sediment. Disturbed area remoted from stream bank.
VIII. Mitigation
DWQ - In accordance with 15A NCAC 2H .0500, mitigation may be required by the NC
Division of Water Quality for projects involving greater than or equal to one acre of impacts to
freshwater wetlands or greater than or equal to 150 linear feet of total impacts to perennial
streams.
Page 9 of 12
USACE - In accordance with the Final Notice of Issuance and Modification of Nationwide
Permits, published in the Federal Register on March 9, 2000, mitigation will be required when
necessary to ensure that adverse effects to the aquatic environment are minimal. Factors
including size and type of proposed impact and function and relative value of the impacted
aquatic- resource will be considered in determining acceptability of appropriate and practicable
mitigation as proposed. Examples of mitigation that may be appropriate and practicable include,
but are not limited to: reducing the size of the project; establishing and maintaining wetland
and/or upland vegetated buffers to protect open waters such as streams; and replacing losses of
aquatic resource functions and values by creating, restoring, enhancing, or preserving similar
functions and values, preferable in the same watershed.
If mitigation is required for this project, a copy of the mitigation plan must be attached in order
for USACE or DWQ to consider the application complete for processing. Any application
lacking a required mitigation plan or NCWRP concurrence shall be placed on hold as
incomplete. An applicant may also choose to review the current guidelines for stream restoration
in DWQ's Draft Technical Guide for Stream Work in North Carolina, available at
http://h2o.enr.state.nc.us/ncwetlands/strmgide.html.
1. Provide a brief description of the proposed mitigation plan. The description should provide
as much information as possible, including, but not limited to: site location (attach directions
and/or map, if offsite), affected stream and river basin, type and amount (acreage/linear feet)
of mitigation proposed (restoration, enhancement, creation, or preservation), a plan view,
preservation mechanism (e.g., deed restrictions, conservation easement, etc.), and a
description of the current site conditions and proposed method of construction. Please attach
a separate sheet if more space is needed.
none
2. Mitigation may also be made by payment into the North Carolina Wetlands Restoration
Program (NCWRP). Please note it is the applicant's responsibility to contact the NCWRP at
[phone] to determine availability and to request written approval of mitigation prior
to submittal of a PCN. For additional information regarding the application process for the
NCWRP, check the NCWRP website at http://h2o.enr.state.nc.us/wrp/index.htm. If use of
the NCWRP is proposed, please check the appropriate box on page three and provide the
following information:
Amount of stream mitigation requested (linear feet):
Amount of buffer mitigation requested (square feet):
Amount of Riparian wetland mitigation requested (acres):
Amount of Non-riparian wetland mitigation requested (acres):
Amount of Coastal wetland mitigation requested (acres):
Page 10 of 12
IX. Environmental Documentation (required by DWQ)
Does the project involve an expenditure of public (federal/state) funds or the use of public
(federal/state) land?
Yes X No
If yes, does the project require preparation of an environmental document pursuant to the
requirements of the National or North Carolina Environmental Policy Act (NEPA/SEPA)?
Note: If you are not sure whether a NEPA/SEPA document is required, call the SEPA
coordinator at [phone] to review current thresholds for environmental documentation.
Yes R 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 F
X. Proposed Impacts on Riparian and Watershed Buffers (required by DWQ)
It is the applicant's (or agent's) responsibility to determine, delineate and map all impacts to
required state and local buffers associated with the project. The applicant must also provide
justification for these impacts in Section VII above. All proposed impacts must be listed herein,
and must be clearly identifiable on the accompanying site plan. All buffers must be shown on a
map, whether or not impacts are proposed to the buffers. Correspondence from the DWQ
Regional Office may be included as appropriate. Photographs may also be included at the
applicant's discretion.
Will the project impact protected riparian buffers identified within 15A NCAC 2B .0233
(Meuse), 15A NCAC 2B .0259 (Tar-Pamlico), 15A NCAC 2B .0250 (Randleman Rules and
Water Supply Buffer Requirements), or other (please identify )?
Yes No [ r If you answered "yes", provide the following information:
Identify the square feet and acreage of impact to each zone of the riparian buffers. If buffer
mitigation is required calculate the required amount of mitigation by applying the buffer
multipliers.
Zone* Impact
(square feet) Multiplier Required
Mitigation
1 3
2 1.5
Total
T cone t extenas out Su feet perpenatcuiar trom near oanx or cnannet; Gone 2- extencts an
additional 20 feet from the edge of Zone 1.
Page 11 of 12
If buffer mitigation is required, please discuss what type of mitigation is proposed (i.e., Donation
of Property, Conservation Easement, Riparian Buffer Restoration / Enhancement, Preservation or
Payment into the Riparian Buffer Restoration Fund). Please attach all appropriate information as
identified within 15A NCAC 2B .0242 or. 0260.
XI. Stormwater (required by DWQ)
Describe impervious acreage (both existing and proposed) versus total acreage on the site.
Discuss stormwater controls proposed in order to protect surface waters and wetlands
downstream from the property.
No change
XII. Sewage Disposal (required by DWQ)
Clearly detail the ultimate treatment methods and disposition (non-discharge or discharge) of
wastewater generated from the proposed project, or available capacity of the subject facility.
This project eliminates an existing NPDES discharge to surface waters.
XIII. Violations (required by DWQ)
Is this site in violation of DWQ Wetland Rules (15A NCAC 2H .0500) or any Buffer Rules?
Yes ? No Z
Is this an after-the-fact permit application?
Yes F-1 No
XIV. Other Circumstances (Optional):
It is the applicant's responsibility to submit the application sufficiently in advance of desired
construction dates to allow processing time for these permits. However, an applicant may
choose to list constraints associated with construction or sequencing that may impose limits on
work schedules (e.g., draw-down schedules for lakes, dates associated with Endangered and
Threatened Species, accessibility problems, or other issues outside of the applicant's control).
//7/°pl-
</Applicant/Agent's Signature Date
(Agent's signature is valid only if an authorization letter from the applicant is provided.)
Page 12 of 12
U.S.ARMY CORPS OF ENGINEERS
WILMINGTON DISTRICT
Action ID. 200410999 County Wayne
GENERAL PERMIT (REGIONAL AND NATIONWIDE) VERIFICATION
Property Owner: Village of Walnut Creek c/o Mr. James R. Butler, P.E.
Address: P. O. Box 2369
Swansboro, NC 28584-2369
Telephone No.: 252-393-8562
Size and location of project (water body, road name/number, town, etc.) A linear, utility line
proiect running along the U. S. Highway 70 East right-of-way between Goldsboro and
Walnut Creek in Wayne County, North Carolina.
Description of activity Applicant proposes to cross two Department of the Army
iurisdictional wetlands via Directional Bore methodology to facilitate utility line installation
and repair. Total impacts to wetland = 0.0 acres (0 square feet).
Applicable Law: X Section 404 (Clean Water Act, 33 USC 1344)
Section 10 (Rivers and Harbors Act, 33 USC 403)
Authorization: Regional General Permit Number
Nationwide Permit Number 12
Your work is authorized by the above referenced permit provided it is accomplished in strict
accordance with the attached conditions and your submitted plans. If your activity is subject to
Section 404 of the Clean Water Act (as indicated above), before beginning work you must receive
a Section 401 water quality certification from the N.C. Division of Water Quality (telephone
[phone]). For any activity within the twenty coastal counties subject to regulation under
the Coastal Area Management Act (LAMA), prior to beginning work you must contact the N.C.
Division of Coastal Management (telephone [phone].
Please read and comply with the attached conditions. Any violation of these conditions may
subject the permittee to a stop work order, a restoration order and/or appropriate legal action.
This Department of the Army verification does not relieve the permittee of the responsibility
to obtain any other required Federal, State or local approvals/permits.
If there are any questions regarding this verification, any of the conditions of the Permit, or
The Corps of Engineers regulatory program, please contact Scott Jones at 252-975-1616 ext. 27.
Corps Regulatory Official -0' Date 5 JAN 2004
Expiration Date of Verification 5 JAN 2006
SURVEY PLATS, FIELD SKETCH, WETLAND DELINEATION FORMS, PROZCT
PLANS, ETC., MUST BE ATTACHED TO THE FILE COPY OF THIS FORM, IF
REQUIRED OR AVAILABLE.
CESAW-RG-W DATE 5 JAN 2004
MEMORANDUM FOR RECORD
SUBJECT: Consideration of Compensatory Mitigation and Potential Impacts to Endangered
Species, Cultural Resources and Essential Fish Habitat.
1. Action ID: 200410999
2. Project Name and Location: Walnut Creek - A linear, utility line project running along the
U. S. Highway 70 East right-of-way between Goldsboro and Walnut Creek in Wayne
County, North Carolina.
3. Mitigation [Section 404(b)(1) Guidelines].
a. Has applicant avoided and minimized impacts to the maximum practicable extent?
YES
If NO, Explain:
b. Is compensatory mitigation necessary? NO
Explain: Applicant has avoided wetland impacts.
4. Endangered Species (Section 7 of the ESA).
a. Will any threatened or endangered species or their critical habitats be affected by this
project? NO
If YES, describe steps taken to address concerns:
5. Cultural Resources (Section 106 of the NHPA).
a. Will any Cultural Resources be impacted by this project? NO
b. If YES, describe steps taken to address concerns:
6. Essential Fish Habitat (50 CFR Part 600, Magnuson-Stevens Act).
a. Is this a project that "may adversely affect essential fish habitat"? NO
b. If YES, describe steps taken to address concerns:
Corps Regulatory Official: !?E
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t )

JAMES R. BUTLER, P.E. _ 2-Dc") 14 1600
post office box 2369
15-Dec-2003 swansboro, nc 28584-2369
phone: [phone]
fax: [phone]
United States Army Corps of Engineers RE,CEtVED.
CESAW-RG-W
Attn: Scott Jones
107 Union Drive, Suite 202 Washington NC 27889 tGttl'
Re: Village of Walnut Creek
Sanitary Sewer Interconnect to Goldsboro
And Renovation of Existing Collection System
Dear Mr. Jones,
RECEIVED
DEC i / 2003
MmyMu"
The following is offered in confirmation of our discussion of 12-Dec-2003.
Enclosed are cover sheet, and sheets 6, 18 and 36 of 36. The plan/profiles
indicate the use of directional bores at the crossing of the two drainage areas
that I believe are subject to Nationwide Permit.
The project Scope is: A sewer pumping station and forcemain connecting the
municipalities of: the Village of Walnut Creek to Goldsboro. The portion for which
the Nationwide Permit is requested consists of two crossings of regulatory
wetlands by the 8-inch forcemain to be located within the existing right-of-way of
US highway 70.
The two Crossings are: An un-named tributary of the Walnut Creek in the Elroy
community; and, the headwaters of Spring Lake. Both are in the Neuse Basin.
Project Owner is: Village of Walnut Creek
P O Box 10911
Goldsboro NC 27532-0911
The Purpose of the project is to: Eliminate the existing NPDES discharge of the
Village of Walnut Creek.
You advised during our conversation that this project is of such a minor nature
that it can be issued a Nationwide Permit quickly.
If you have any questions, please either give me a call or send me an e-mail to
arcC )bizec.rr.com.
Your assistance is appreciated.
Sincerel
s. R Butler, Pe
Office Use Only: Form Version May 2002
USACE Action ID No. 200410999 DWQ No. SRL-T-03-0&,.q, 4
(If any particular item is not applicable to this project, please enter "Not Applicable" or "N?/A'.) : 0
1. Processing
1. Check all of the approval(s) requested for this project:
? Section 404 Permit Riparian or Watershed Buffer Rules
R Section 10 Permit Isolated Wetland Permit from DWQ
V401 Water Quality Certification
2. Nationwide, Regional or General Permit Number(s) Requested: 10 - attached for info
3. If this notification is solely a courtesy copy because written approval for the 401 Certification
is not required, check here:
4. If payment into the North Carolina Wetlands Restoration Program (NCWRP) is proposed for
mitigation of impacts (verify availability with NCWRP prior to submittal of PCN), complete
section VIII and check here:
5. If your project is located in any of North Carolina's twenty coastal counties (listed on page
4), and the project is within a North Carolina Division of Coastal Management Area of
Environmental Concern (see the top of page 2 for further details), check here:
II. Applicant Information
Owner/Applicant Information
Name:
Mailing Address:
WErZAADs 1401 Cr
SUP
i
Telephone Number: 919.778.9687 Fax Number: 919.778.6088
E-mail Address:
2. Agent/Consultant Information (A signed and dated copy of the Agent Authorization letter
must be attached if the Agent has signatory authority for the owner/applicant.)
Name: James R. Butler, E
Company Affiliation:
Mailing Address: P O Box 2369
Swansboro NC 28584-2369
Telephone Number: 252.393.8562 Fax Number: 252.393.1287
E-mail Address: rodnmgnc.us
Page 5 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: Sanitary Sewer Interconnect to Goldsboro
2. T.I.P. Project Number or State Project Number (NCDOT Only):
3. Property Identification Number (Tax PIN): US Hwy 70 Right-of-Way
4. Location
County: Wayne Nearest Town: Village of Walnut Creek
Subdivision name (include phase/lot number):
Directions to site (include road numbers, landmarks, etc.): US 70 right of way from NC 111
To NCSR 1719 (north side)
5. Site coordinates, if available (UTM or Lat/Long):
(Note - If project is linear, such as a road or utility line, attach a sheet that separately lists the
coordinates for each crossing of a distinct waterbody.)
6. Property size (acres):
7. Nearest body of water (stream/river/sound/ocean/lake): Spring Lake & Walnut Creek
8. River Basin:
(Note - this must be one of North Carolina's seventeen designated major river basins. The
River Basin map is available at http://h2o.enr.state.nc.us/admin/maps/.)
9. Describe the existing conditions on the site and general land use in the vicinity of the project
at the time of this application: Existing land use is highway right of way, cleared by DOT
Construction and maintenance operations
Page 6 of 12
10. Describe the overall project in detail, including the type of equipment to be used:
Project consists of sewer pumping station with related equipment and 8" sanitary sewer
Forcemain that connects the Village of Walnut Creek to the sewer collection system of
Goldsboro. The wetlands are encountered at two locations along- the route of the forcemain
11. Explain the purpose of the proposed work:
Work in the regulatory wetlands will be the installation of a 10-inch High Density
Polyethylene forcemain beneath the run of the stream and to a distance to each side outside
The regulatory wetlands. Installation within the wetlands to be by directional bore
IV. Prior Project History
If jurisdictional determinations and/or permits have been requested and/or obtained for this
project (including all prior phases of the same subdivision) in the past, please explain. Include
the USACE Action ID Number, DWQ Project Number, application date, and date permits and
certifications were issued or withdrawn. Provide photocopies of previously issued permits,
certifications or other useful information. Describe previously approved wetland, stream and
buffer impacts, along with associated mitigation (where applicable). If this is a NCDOT project,
list and describe permits issued for prior segments of the same T.I.P. project, along with
construction schedules.
V. Future Project Plans
Are any future permit requests anticipated for this project? If so, describe the anticipated work,
and provide justification for the exclusion of this work from the current application.
none
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 7 of 12
1. Provide a written description of the proposed impacts:
None are anticipated by the proposed construction. Once completed, existing NPDES discharge
to Neuse River will be vacated.
2. Individually list wetland impacts below:
Wetland Impact
Site Number
(indicate on map)
Type of Impact* Area of
Impact
(acres) Located within
100-year Floodplain**
(yes/no) Distance to
Nearest Stream
(linear feet)
Type of Wetland***

List each impact separately and identity temporary impacts. Impacts include, but are not limited to: mechanized clearing, grading, fill,
excavation, flooding, ditching/drainage, etc. For dams, separately list impacts due to both structure and flooding.
** 100-Year floodplains are identified through the Federal Emergency Management Agency's (FEMA) Flood Insurance Rate Maps
(FIRM), or FEMA-approved local floodplain maps. Maps are available through the FEMA Map Service Center at 1-800-358-9616, or
online at http://www.fema.gov.
*** List a wetland type that best describes wetland to be impacted (e.g., freshwater/saltwater marsh, forested wetland, beaver pond,
Carolina Bay, bog, etc.) Indicate if wetland is isolated (determination of isolation to be made by USACE only).
List the total acreage (estimated) of all existing wetlands on the property:
Total area of wetland impact proposed: 0.00
3. Individually list all intermittent and perennial stream impacts below:
Stream Impact
Site Number
(indicate on map)
Type of Impact* Length of
Impact
(linear feet)
Stream Name** Average Width
of Stream
Before Impact Perennial or
Intermittent?
(please specify)
Sheet # 6 D. Bore 0 Walnut Creek Trib 50' P
Sheet # 18 D. Bore 0 Spring Lake HdWtrs 20' P

* List each impact separately and identify temporary impacts. Impacts include, but are not limited to: culverts and associated rip-rap,
dams (separately list impacts due to both structure and flooding), relocation (include linear feet before and after, and net loss/gain),
stabilization activities (cement wall, rip-rap, crib wall, gabions, etc.), excavation, ditching/straightening, etc. If stream relocation is
proposed, plans and profiles showing the linear footprint for both the original and relocated streams must be included.
** Stream names can be found on USGS topographic maps. If a stream has no name, list as UT (unnamed tributary) to the nearest
downstream named stream into which it flows. USGS maps are available through the USGS at 1-800-358-9616, or online at
www.usgs.eov. Several internet sites also allow direct download and printing of USGS maps (e.g., www.topozone.com,
,,vww.mapquest.com, etc.).
Cumulative impacts (linear distance in feet) to all streams on site: 0
Page 8 of 12
4. Individually list all open water impacts (including lakes, ponds, estuaries, sounds, Atlantic
Ocean and any other water of the U.S.) below:
Open Water Impact
Site Number

(indicate on map)
Type of Impact* Area of
Impact

(acres)
Name ofWaterbody
(if applicable) Type of Waterbody

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

List each impact separately ana, taennry temporary impacts. impacts include, but are not limited to: fill, excavation, dredging,
flooding, drainage, bulkheads, etc.
5. Pond Creation
If construction of a pond is proposed, associated wetland and stream impacts should be
included above in the wetland and stream impact sections. Also, the proposed pond should
be described here and illustrated on any maps included with this application.
Pond to be created in (check all that apply): ? uplands F-] 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.
Directional Bore used to avoid any disturbance to wetlands or stream Erosion control
measures to contain potential sediment Disturbed area remoted from stream bank
VIII. Mitigation
DWQ - In accordance with 15A NCAC 2H .0500, mitigation may be required by the NC
Division of Water Quality for projects involving greater than or equal to one acre of impacts to
freshwater wetlands or greater than or equal to 150 linear feet of total impacts to perennial
streams.
Page 9 of 12
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
htip:Hh2o.enr.state.nc.us/newetlands/strrngide.html.
1. Provide a brief description of the proposed mitigation plan. The description should provide
as much information as possible, including, but not limited to: site location (attach directions
and/or map, if offsite), affected stream and river basin, type and amount (acreage/linear feet)
of mitigation proposed (restoration, enhancement, creation, or preservation), a plan view,
preservation mechanism (e.g., deed restrictions, conservation easement, etc.), and a
description of the current site conditions and proposed method of construction. Please attach
a separate sheet if more space is needed.
none
2. Mitigation may also be made by payment into the North Carolina Wetlands Restoration
Program (NCWRP). Please note it is the applicant's responsibility to contact the NCWRP at
[phone] to determine availability and to request written approval of mitigation prior
to submittal of a PCN. For additional information regarding the application process for the
NCWRP, check the NCWRP website at http://h2o.enr.state.nc.us/wrn/index.htm. If use of
the NCWRP is proposed, please check the appropriate box on page three and provide the
following information:
Amount of stream mitigation requested (linear feet):
Amount of buffer mitigation requested (square feet):
Amount of Riparian wetland mitigation requested (acres):
Amount of Non-riparian wetland mitigation requested (acres):
Amount of Coastal wetland mitigation requested (acres):
Page 10 of 12
IX. Environmental Documentation (required by DWQ)
Does the project involve an expenditure of public (federal/state) funds or the use of public
(federal/state) land?
Yes [K 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 F No Rf
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 7 No
X. Proposed Impacts on Riparian and Watershed Buffers (required by DWQ)
It is the applicant's (or agent's) responsibility to determine, delineate and map all impacts to
required state and local buffers associated with the project. The applicant must also provide
justification for these impacts in Section VII above. All proposed impacts must be listed herein,
and must be clearly identifiable on the accompanying site plan. All buffers must be shown on a
map, whether or not impacts are proposed to the buffers. Correspondence from the DWQ
Regional Office may be included as appropriate. Photographs may also be included at the
applicant's discretion.
Will the project impact protected riparian buffers identified within 15A NCAC 2B .0233
(Meuse), 15A NCAC 2B .0259 (Tar-Pamlico), 15A NCAC 2B .0250 (Randleman Rules and
Water Supply Buffer Requirements), or other (please identify )?
Yes F? No Y If you answered "yes", provide the following information:
Identify the square feet and acreage of impact to each zone of the riparian buffers. If buffer
mitigation is required calculate the required amount of mitigation by applying the buffer
multipliers.
Zone* Impact
(square feet) Multiplier Required
Mitigation
1 3
2 1.5
Total
Gone 1 extends out SU teet perpendicular trom near bank of channel; Gone 2 extends an
additional 20 feet from the edge of Zone 1.
Page 11 of 12
If buffer mitigation is required, please discuss what type of mitigation is proposed (i.e., Donation
of Property, Conservation Easement, Riparian Buffer Restoration / Enhancement, Preservation or
Payment into the Riparian Buffer Restoration Fund). Please attach all appropriate information as
identified within 15A NCAC 2B .0242 or. 0260.
XI. , Stormwater (required by DWQ)
Describe impervious acreage (both existing and proposed) versus total acreage on the site.
Discuss stormwater controls proposed in order to protect surface waters and wetlands
downstream from the property.
No change
XII. Sewage Disposal (required by DWQ)
Clearly detail the ultimate treatment methods and disposition (non-discharge or discharge) of
wastewater generated from the proposed project, or available capacity of the subject facility.
This project eliminates an existing NPDES discharge to surface waters.
XIII. Violations (required by DWQ)
Is this site in violation of DWQ Wetland Rules (15A NCAC 2H.0500) or any Buffer Rules?
Yes El No Z
Is this an after-the-fact permit application?
Yes ? No
XIV. Other Circumstances (Optional):
It is the applicant's responsibility to submit the application sufficiently in advance of desired
construction dates to allow processing time for these permits. However, an applicant may
choose to list constraints associated with construction or sequencing that may impose limits on
work schedules (e.g., draw-down schedules for lakes, dates associated with Endangered and
Threatened Species, accessibility problems, or other issues outside of the applicant's control).
i/?/°pf-
(/Applicant/Agent's Signature Date
(Agent's signature is valid only if an authorization letter from the applicant is provided.)
Page 12 of 12
U.S.ARMY CORPS OF ENGINEERS
WILMINGTON DISTRICT
Action ID. 200410999 County Wayne
GENERAL PERMIT (REGIONAL AND NATIONWIDE) VERIFICATION
Property Owner: Village of Walnut Creek c/o Mr. James R. Butler, P.E.
Address: P. O. Box 2369
Swansboro, NC 28584-2369
Telephone No.: 252-393-8562
Size and location of project (water body, road name/number, town, etc.) A linear, utility line
proiect running along the U. S. Highway 70 East right-of-way between Goldsboro and
Walnut Creek in Wayne County, North Carolina.
Description of activity Applicant proposes to cross two Department of the Army
jurisdictional wetlands via Directional Bore methodology to facilitate utility line installation
and repair. Total impacts to wetland = 0.0 acres (0 square feet).
Applicable Law: X Section 404 (Clean Water Act, 33 USC 1344)
_ Section 10 (Rivers and Harbors Act, 33 USC 403)
Authorization: Regional General Permit Number
Nationwide Permit Number 12
Your work is authorized by the above referenced permit provided it is accomplished in strict
accordance with the attached conditions and your submitted plans. If your activity is subject to
Section 404 of the Clean Water Act (as indicated above), before beginning work you must receive
a Section 401 water quality certification from the N.C. Division of Water Quality (telephone
[phone]). For any activity within the twenty coastal counties subject to regulation under
the Coastal Area Management Act (CAMA), prior to beginning work you must contact the N.C.
Division of Coastal Management (telephone [phone].
Please read and comply with the attached conditions. Any violation of these conditions may
subject the permittee to a stop work order, a restoration order and/or appropriate legal action.
This Department of the Army verification does not relieve the permittee of the responsibility
to obtain any other required Federal, State or local approvals/permits.
If there are any questions regarding this verification, any of the conditions of the Permit, or
The Corps of Engineers regulatory program, please contact Scott Jones at 252-975-1616 ext. 27.
Sc,
Corps Regulatory Official '6k' Date 5 JAN 2004
Expiration Date of Verification 5 JAN 2006
SURVEY PLATS, FIELD SKETCH, WETLAND DELINEATION FORMS, PROJECT
PLANS, ETC., MUST BE ATTACHED TO THE FILE COPY OF THIS FORM, IF
REQUIRED OR AVAILABLE.
CESAW-RG-W DATE 5 JAN 2004
MEMORANDUM FOR RECORD
SUBJECT: Consideration of Compensatory Mitigation and Potential Impacts to Endangered
Species, Cultural Resources and Essential Fish Habitat.
1. Action ID: 200410999
2. Project Name and Location: Walnut Creek - A linear, utility line project running along the
U. S. highway 70 East right-of-way between Goldsboro and Walnut Creek in Wayne
Countv. North Carolina.
3. Mitigation [Section 404(b)(1) Guidelines].
a. Has applicant avoided and minimized impacts to the maximum practicable extent?
YES
If NO, Explain:
b. Is compensatory mitigation necessary? NO
Explain: Applicant has avoided wetland impacts.
4. Endangered Species (Section 7 of the ESA).
a. Will any threatened or endangered species or their critical habitats be affected by this
project? NO
If YES, describe steps taken to address concerns:
5. Cultural Resources (Section 106 of the NHPA).
a. Will any Cultural Resources be impacted by this project? NO
b. If YES, describe steps taken to address concerns:
6. Essential Fish Habitat (50 CFR Part 600, Magnuson-Stevens Act).
a. Is this a project that "may adversely affect essential fish habitat"? NO
b. If YES, describe steps taken to address concerns:
Corps Regulatory Official: !?E
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Wayne Co.
Action ID 200410999
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JAMES R. BUTLER, P.E. 2-C1l l b(::_1°I
post office box 2369
15-Dec-2003 swansboro, nc 28584-2369
phone: [phone]
United States Army Corps of Engineers RECEIVED
CESAW-RG-W
Attn: Scott Jones Q? 3
107 Union Drive, Suite 202
Washington NC 27889 RGt??
Re: Village of Walnut Creek
Sanitary Sewer Interconnect to Goldsboro
And Renovation of Existing Collection System
Dear Mr. Jones,
fax: [phone]
RECEIVED
DEC ) ` 2003
WMY*
The following is offered in confirmation of our discussion of 12-Dec-2003.
Enclosed are cover sheet, and sheets 6, 18 and 36 of 36. The plan/profiles
indicate the use of directional bores at the crossing of the two drainage areas
that I believe are subject to Nationwide Permit.
The project Scope is: A sewer pumping station and forcemain connecting the
municipalities of: the Village of Walnut Creek to Goldsboro. The portion for which
the Nationwide Permit is requested consists of two crossings of regulatory
wetlands by the 8-inch forcemain to be located within the existing right-of-way of
US highway 70.
The two Crossings are: An un-named tributary of the Walnut Creek in the Elroy
community; and, the headwaters of Spring Lake. Both are in the Neuse Basin.
Project Owner is: Village of Walnut Creek
P O Box 10911
Goldsboro NC 27532-0911
The Purpose of the project is to: Eliminate the existing NPDES discharge of the
Village of Walnut Creek.
You advised during our conversation that this project is of such a minor nature
that it can be issued a Nationwide Permit quickly.
If you have any questions, please either give me a call or send me an e-mail to
arc cDbizec.rr.com.
Your assistance is appreciated.
Sincerel
R Butler, Pe
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(0 y 00 FINAL DESIGN
o Released for Permitting to r
Not Released for Construction

,~Il cxietill ~ t~~;ttule4 d,.~ Tict~11 betcf?n arty for i~ f
demonstration purposes only. The Contractor remains the ro erty of James R. Butler, PE. Any PP
shall confirm the location and number of reproduction or use without the written consent of
such features prior to commencing work. James R. Butler, PE is prohibited.
~ d'
r I II ~ ~
IIII I~ I ~
I I III ~I II I ~ I ~ NOTES: FINISHED GRADE N ri
I II, 3'-0" y -may- 0~ I~ ~ U M ~ 1. CONCRETE SHALL BE 2500 PSI. ~ ,
r' - ' I ~ ~ j 2. CONCRETE SHALL NOT CONTACT ~ ' BOLTS OR ENDS OF MECHANICAL ~ a. N
II ii I LoINT EImNCS. / ~ ~ ~ v~,
~ ~ ~ ~ r ~ ~ ~
'J(~' r'^~OSED GRADr FINAL HAi'KFILL ~ ~ %
7-~ r ~ r~7~' / - - ~ ~ G4 / ~ ~ ~ ~ N
' t : ~ ~ ~ / / i { / / ~ • ~ ~ R T N IrIC EAC 10 BEA IG AREAS FOR i ~ 6~ ~
~ ' a ~ ~ 2" MI .
1" MAX 1 HORIZONTAL WRIER PIPE BENDS 0 _ _ ; i f~ M
' ~ T INT R TI N ~ EE E SEC 0 SECTION ; ~ ~ ~ ~ i r . LOCATE TRAVER WIRE ~ ~
~A ~P O P. o ~ 3 % /~o i ON TOP OF MAIN M _ N
~e 5~ 0 ~ ~0 0 I ~ ~ N rn ~ ~ N y -r~ - UNDISTURBED SOIL
e v - I ~ INITIAL BACKFILL ~ ~ 0 ~
_ - 4' DIAMETER 0 ~ ~ o.~' a p• 0 0 1 ` o ' p ~~t i ti~ 4 4P 0~ ~0 ~0 P ~ Q- ~ DO O 0 ~ C~ 0 ~ ~ ~ , fir= ~ / ~ MANHOLE y~ ° 5 Q FQ ti 5P v~ ~ 5P ~ ~P a p~ ~ o ~ I G I c~ ~ o
`~i' ~ V 6 ~ / 2 ~ I~ I O zo' i i ~ ~ i lI III ~ ~ I, ; ~ ~ I I ~ ti ~ I I GRANULAR MATERIAL o a
NINIMUM Si P , r ' _ n 1 iz,3u ~ 3 z e - - z --J ~ z - ~ ~ ~ 7 / ~ 2z i 2 zasn T u u a a T zs 3----- , i I . Iii r I G~ i PASSING 1, 2' SEIVE i , I SPRING INE _ ~ ~ a
r g 10 V ~ B~- _ , - - ~ ( i ~ ~ I r I ~
V i 'NATLr? V ~ 5. ~3 1 ~1 ~ NCTE ALL A~,R RELEASE VALVES WILL - ~ + AE IN ECTENTRIC MANHOLES. ~ ~ ~ ' z - s • I ~ ~ ~ ~ i, HAUNUaiNG J ~ _ PIPE GRADE s i~ ~ ~ ~I I I r
~ 22 1 7 J5,305 9 18 22 5 5 9 J6 4 I ~ - ~ 69,252 18 42 G i6 ~10 7 - , - ( ~ 19 i _i__ - - - ~ i 4 I I
v X~A~d ~I 12" iOMPACTED ~ 67 STONE ~ ~ ~ i+_ s, _ / - 30 _ - - - - i ~ ~ II 1 4' 27709 7 14 17 4 4 7 2 J ' . ! ~ I 4" BEDDING ~ V I_ _
~U ~V~•..A ,A .A V zz i z s51e3 a zs as T_ z _ia sa s r 45' ~oezoe ze ss ss - If a za _ _lo~ -ii
~ _ 5-0'~ MIN. sa isssoo.. __sa_ ioa ~ - _ aoa zo t I P~U~C 111 J72 3fi 11 95 7H IB J6 14 1_ WORK WFII UNDER BOTTOM _ I Revisions ;~F PSI-~- s" a D. of PAGE n ~ ~rl^,~°.~~:~ sIDE CLEARANCE
~IILL_~L 1;1GTER~~"r~S _ _ - _ 1114' J9901- 10 20 - 5 10 n0___ 4-- ~ - _ - - - 1 42 I Y 79135 20 4 I 0 0 ~20 70 _ _ A__ , r K ~ ~ p ~ p ~ ~~,~r s!DE c~ EARANCE 11•Aug-2003 THRL~T BLOC AREA ~ . 12~ 0_D. OF I E 1p"
1 PREGA~T MANHGL 4' i ' E 5 55816 39 1 '0 20 J9 X56 _ ~ 1fi _ 2 TRASH HJCD 90' 2B 855 71_ _ 141 _ tfi - _ J6 _ 72 _ _ 7Ha ~ 27 LUG z0 ,575 51 ~ 102 J( 26 51 X14 2~ - ._.L . • . Release for Permltting
3 2" AIR REUSE VALVE NOTES: 1212103 _ / Renumber Sheets
4 Z -INCH GATE VALVE REACTION DEARING AREAS ARE IN SQUARE FEES MI ASURED IN A v VERTICAL DIANE IN ?NE TRENCH SIDE A7 AN ANGLE OF 90' TO THE THRUST vFCTOP fdOTES: 12/12/03
s ADAPTER _ 45° BEP~D ~ Add Dir.Bare 'y~~~ FOR TRENCHES REQUIRING SHDRINC AND BRAGr.D, TAX"F"+SCVS SHA'~_~_ gc
6 2" MECH'AN',CA'~. JOINT BRASS PIPE AND FITTINGS. ) TAKEN FROM "HE INSIDE FACE OF TAE SNORING nNC °PAC'v0
7 2" TYPE "K", SOFT COPPER WITH FLARED ELBOW. _ _ 8 CORPORATION COCK i 90° BEND 2 NO ROCKS 1° OR LARGER TO BE USED IN N`TIAL °A~k-'_ aVG~-O~~'E "1PE
g 6" DIAMETER DRAIN 3 ALL BACKFILL MATERIAL SHALL BE SUITABLE NATIVE MA'.{? n! .
10 GROUT, t,'8" TO 1'-C" MIN. SLOPE TO DRAIN 4 BACKFILL SHALL BE TAMPED iN 6" J~~FRS W TPAF=~'; ~+~~AC, '2" IN
11 PIPE GAP NON-1RAFFIC AREAS.
12 2"-INCH GATE VALVE
NEW I.2 ABHPALT 2"MINIMUM < w.' - .~_..~W ~ _s.
EXISTING A C NEW ABC 12"MINIMUM DEPTH
I ~
- \ / ``~~,uuunnprrr~~
CARS; ~A,r ~QOF~E5S~0iy4`i
COMPACTED FILL r ~
EXISTING SUBGRADE _ i, C I ,t I_ ! _
i ~ ~ r r
I ~y~ ~~`l r `J~ r ~j~`;~ INLEa.
?~D~ R r C~ ,`~~J/~~~~ ~frfrrrnmm~~~''
Tw_a 20' Joints 8" DI 8" Restrained MJ Bell x DPE Ada t r wl Restained Joints P e 10" HDPE by
_ '-Directional8ore --n
` ~1 f~
NorES: Maximum EntrancelExit Length ; ~m
1. THE PAVEMENT SHALL BE DEFIPJED BY A STRAIGHT EDGE, PREFERABLY A MACHINED SAW CUT. Of Open-CUt DItCh iS 10 feet 2. THE 1RENCH SUBGRADE MATERIAL SHALL BE BACKFILLED WITH SUITABLE MATERIAL AND COMPACTED TO A DENSITY -E--- - A LC ~ NOTES: L'x2'xs° CONCRETE "
OF AT LEAST 959 OF THAT DETAINED BY COMPACTING A SAMPLE OF THE MATERIAL IN ACCORDANCE WITH AASHTO T-99 AS MODIFIED BY NCDOr. ' ~ 1I"-9 '.2° °AD REQUIRED ON °a e FO ALL VALVES. a' ~ 7 3ia" g 3/a" •a ~ ~
3. THE FiNAL 1' OF FILL SHALL CONSIST OF ABC MATERIAL COMPACTED TO A DENSITY EQUAL TO 1009 OF THAT OBTAINED BY COMPACTING A SAMPLE OF THE MATERIAL IN ACCORDANCE WITH ASSHTO T-80 AS MODIFIED BY See Profile for Elevations d Fig- 7 %q" -7 1 /g,~ y lA ~
iJCDOT. BITUMINOUS BASE OR BINDER MAY BE SUBSTITUTED IF APPROVED BY THE ENGINEER. _ _ r. -q~ sexE~~r _ ~ ~ a i~ Q ~ ~ ~ O
~I. THE ENTIRE THICKNESS;%VERTICAL. EDGE OF THE CUT SHALL BE TACKED. ;i. THE SAME DEPTH OF PAVEMENT MATERIAL WHICH EXISTS SHALL BE REINSTALLED, BUT IN NO CASE SHALL THE . _ - : ° ~ W
ASPHALT BE LESS THAN 2" THICK. f THE ASPHALT PAVEMENT MATERIAL SHALL BE WSTALLED AND COMPACTED THOROUGHLY TO ACHIEVE A SMOOTH ti - " " ~ Z s° ~ ~ 0 rn
LEVEL PATCH. ~ - 2' ti O
5,=16' ' 3;'8
- ~ M
~ 4"_D 1/2" VJ " av
J/8 -7 j 16
STANDARD VALVE BOX 3/4"-4 5;8
TOP SECTION
PAVEMENT PAVF'~~NT
CAN BE ANY UNDERGROUND , a
CLAMP OF RIGHT SIZE. UNDERGROUND CLAMPS AS i.~ USE: e / " I
- MANUFACTURED BY METCALF _T_ CORP. OR EQUAL SIZED 8' MAX. I 5' HEAVY WEIGHT ~ ~ VARIABLE AS DIRECTED BY THE ENGINEER ~ - CAST IRON SOIL ~
APPROPRIATE TO VALVE. PIPE FOR EXTENSIONS ~ ~ rc:
CLAMPS BODED TO STEEL ~ - RODS. - ~ Y 0 N m VALVE L
~ _IIL_1 o BOX y3> Q w ti a m
1 - _ ~ :UZ MIN. 12 1 /2 6A. ) a - Q
_ ~ MIN. 10 GA. INTERMEDIATE ~ ~ ~ z z ~ Qoa ;A. WIRES ~ ~ ~ C ,A
- ~ LINE WIRES ~I
r'FC P'~FE PVC PIPE ~ I SI FEN E F BRIC ~ ~ ~ ~ IN TALLE TO SEGO D ~i L =
I li ~ 0 ~ ~ Q~ _ _ c0
0 GRADE ~ L ~ ~ U
- 3/4" THREADED STEEL _ - - A RODS ( ~ m- ~ - - - - - - - - - - - - - - - - - V t ~ ~ -_m- m- _ -m-rn-m~~ -m-m~m--ln-m(~-_m~l-~_m_mJ)lm~~- _m- 1 ~ ~ ti+ ~ m _ -
e~ n g - d a ' <d TOP ELEVATION OF STORMWATER _ =
d - _ 0.5'-1' - ~ srAa-IN solL ~ ~ C C P!PE CASKET W, MAIN VALVE I I~~ I Q
USE 2500 si ~ ~ ' ~~ir~ I( e p - "X" CONCRETE IN X57 WASHED 1 MAX ~ _ _ - II ~ ~ .1~ N
1,k,-~,~ STONE- - ~1 ~ I_ I FOOTING d ~ ~ _ d A dae _ Vl i i ~~I , - _ ~ ~ I I X _ s , ~ 5 5,,s~, ill
Q d - _ _ 3.. A d, - _ ~ EXISTING SLOPE ~~~'C~1` vj' I- i - - i - il~l'I _Tr~~ _(iicTfl - =m= - I ICI I J,. !~A,r; ~
11-~ FRONT ~/I Ew f--!-~~~~--" C ~ c f 0 o o
I 5" 3 3 5" ,y., CI ASS 1 RIP-RAP FILTER FABRIC VARIES ~ U
N c r- STEEL POST ~ Q C
r- STANDARD VALVE BCX ~ ~ ~ WOVEN WIRE FABRIC ' BOTTOM SECTION ~ f0
NOTES: SLUE VIEv~J •'i y SILT FENCE GEOTEXTILE FABRIC TAMPED BACKFiLI_- . ~ 7
1. RODS SHOULD EXTEND i0 TOP OF PIPE CROWN EXISTING SLDPFS NOTE'. ~ 0
2. X x Y MUSTEQUAL THE SQUARE FOOTAGE OF THE BEARING AREA SHOWN ~ IN THE TABLE BELOW ~ ~ _ _ -USE SILT FENCE ONLY WHEN _ ~ C ENCE ONLY WHEN DRAINAGE AREA ° ~ FILL SLOPE
BEARING SURFACE AREA FOR VALVE FOOTINGS ~ I-iii DOES NOT EXCEED 7/4 ACRE I -~rl - EXCEED 1/4 ACRE AND NEVER IN ~ ~ " FOR REPAIR OF SILT ~ /y
TYPE OF MATERIAL VALVE SIZE ~ ~ -(~=j~ AREAS OF CONCENTRATED FLOC 4" 6" 8° VARIES ~ CONCENTRATED FLOW ~ z FENCE FAILURES, USE - 6 7/8°-B" LL E No. 57 WASHED STONE.
-II -END OF SILT FENCE NEEDS T( QUICKSAND, POOR SOIL (1000psf) 3 7 12 -ITI~II- I T FENCE NEEDS TO 8E TURNED UPHILL FOR ANCHOR WHEN SILT ~ 7 5/B"-8 1;'2" M ~ ` GRADE FENCE IS PROTFC?1NC I'- ~ C
GRAVE, COURSE SAND(1600psf) 2 5 8 TT-~_ _ ll CATCH BASIN.
2 4 6"-1' iTE SOFT CLAY(2000psf) 6 _l
FAIRLY DRY CLAY, CLEAN DRY SAND(4000psf) 1 2 3 ~ = II IIr DRY CLAY, COMPACT SAND(8000psf) 1 1 2 ~ WEIR KEYED RIP RAC' 0 6" MIN. COVER I OVER SKIRT ~ N
POOR ROCK(1D,OOOpsf) 1 1 2 > _ -ANCHOR SKIRT AS
I =1i1=1_-III-7i=~i~T X57 WASHED STONE DIRECTED OY ENGINEER
3, COAT EXPOSED STEEL RODS AND CLAMPS WITH BTUMINOUS BASE PAINT. n~~mJ)T_ rli-
r~ir~r ~n~t~r
,:~IUL VILVV
I BLOCKING OF VALVES ON PVC MAINZ CHECK MOM VILW
FINAL DESIGN
DAM 4 tn Not Released for Construction CA 0
SILT FENCE Released for Permitting ch