20090218 Ver 1_401 Application_20090309

LETTER OF g^.
TRANSMITTALd°c?y
09-0218
DATE February 27, 2009 JOB NO.
3070-F
TO: Cyndi Karoly REF: Town of Belhaven
Division of Water Quality/401 Wetlands Unit
Raleigh Divisional Office
2321 Crabtree Blvd.
Raleigh, NC 27604
WE ARE SENDING: ® Attached ? Under separate cover via the following items:
? Shop Drawings ? Prints ® Plans ? Samples ? Specifications
? Copy of Letter ? Change Order Other:
COPIES DATE NO. DESCRIPTION
1 02/27/09 1 Submittal Letter
1 02/27/09 1-10 Pre-Construction Notification (PCN)
1 02/27/09 1-15 11 x17 Plan Set
1 02/27/09 1 Authorizing Agreement
1 02/27/09 1-4 Project Narrative
1 02/05/09 1 Impact Inventory Map
2 02/04/09 1 US Army Corps of Engineers Jurisdictional Wetlands Map
THESE ARE TRANSMITTED as checked below:
® For Approval
® For your use
® As Requested
? For Review and comment
REMARKS: Thank you.
? Reviewed ? Revise and resubmit
? Rejected ? Submit copies for distribution
? Corrected ? Return corrected print
? PRINTS RETURNED AFTER LOAN TO US
COPY TO:
Kyle Barnes - DWQ/401 Wetlands (w/encl.)
Emily Jernigan - USACE (w/encl.)
Guinn Leverett, Belhaven Town Manager (w/encl.)
TWC File (w/encl.)
SIGNED: ;& ?-
Wade J. Pudwill, ASLA

PPP
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February 27, 2009 sa
THE
WOOTEN Ms. Cyndi Karoly
NC Department of Environmental and Natural Resources
COMPANY
Division of Water Quality/401 Wetlands Unit
Raleigh Divisional Office
ENGINEERING 2321 Crabtree Blvd.
Raleigh, NC 27604
P L A N N I N G RE: Pre-Construction Notification (PCN)
Town of Belhaven, North Carolina
ARCHITECTURE TWC Project No. 3070-F
301 West 14th Street
Greenville NC 27834
252.757.1096
fax [phone]
Dear Ms. Karoly:
Please find attached the following documentation for the above-referenced project:
1.) PCN Form - One (l) copy.
2.) Plan Set- (1 lx 17) One (1) plan set dated: Cavanaugh Plans, January 18, 2008 /
The Wooten Company Plans, January 2009 (w/project highlights and notes).
The following attachments to the PCN are included in the Appendices:
Appendix A - One (1) Authorizing Agreement
Appendix B - One (1) Project Narrative
Appendix C - One (1) Impact Inventory Map
Appendix D - One (1) US Army Corps of Engineers jurisdictional wetlands map.
Cyndi, we have respectfully sent the attached documentation in request of Kyle Barnes
who is located in the Washington Regional Office/401 Wetlands Unit. This project is
located in Belhaven North Carolina (Beaufort County) and consists of widening a portion
of Old County Road and W. Pantego Street, replacing two (2) deteriorating culverts
under Old County Road and abandoning an old section of sewer service to three (3)
adjacent home owners and installing new. The basis for this project is to make this
section of roadway safer for the residents of Belhaven.
Best Regards,
THE WOOTEN COMPANY
By:
Wade J. Pudwill, ASLA
cc: Kyle Barnes, DWQ/401 Wetlands Unit (w/encl.)
Emily Jernigan, USACE (w/encl.)
Guinn Leverett, Belhaven Town Manager (w/encl.)
TWC File (w/encl.)
0 9- 0 2 1 8
> ?f W A rFR
?b
Office Use Only:
Corps action ID no.
DWQ project no.
Form Version 1.4 January 2009
Pre-Construction Notification (PCN) Form
A. Applicant Information
1. Processing
1 a. Type(s) of approval sought from the Corps: [x Section 404 Permit ? Section 10 Permit
1b. Specify Nationwide Permit (NWP) number: 18, 3 or General Permit (GP) number: N/A
1c. Has the NWP or GP number been verified by the Corps? rX Yes ? No
1 d. Type(s) of approval sought from the DWQ (check all that apply):
X' 401 Water Quality Certification - Regular ? Non-404 Jurisdictional General Permit
401 Water Quality Certification -Express [ ^: Riparian Buffer Authorization
1 e. Is this notification solely for the record
because written approval is not required? For the record only for DWQ
401 Certification:
xx] Yes ? No For the record only for Corps Permit:

Yes ? No
1f. Is payment into a mitigation bank or in-lieu fee program proposed for
mitigation of impacts? If so, attach the acceptance letter from mitigation bank
or in-lieu fee program.
? Yes J No
1g. Is the project located in any of NC's twenty coastal counties. If yes, answer 1h
below. Yes ? No
1 h. Is the project located within a NC DCM Area of Environmental Concern (AEC)? r? Yes ? No
2. Project Information
2a. Name of project: Old County Road & W.Pantego Street Roadway Improvements (3070-F)
2b. County: Beaufort County
2c. Nearest municipality / town: Belhaven
2d. Subdivision name: N/A
2e. NCDOT only, T.I.P. or state project no: N/A
3. Owner Information
3a. Name(s) on Recorded Deed: Town of Belhaven
3b. Deed Book and Page No. N/A (Town owned Roadway)
3c. Responsible Party (for LLC if
applicable): Town of Belhaven `
i. NN I
u ex Pxt:b_-
3d. Street address: 315 East Main Street
3e. City, state, zip: Belhaven, NC, 27810
3f. Telephone no.: 252-943-3055
3g. Fax no.: N/A
3h. Email address: [e-mail]
Page 1 of 10
PCN Form - Version 1.4 January 2009
4. Applicant Information (if different from owner)
4a. Applicant is: Agent . Other, specify:
4b. Name:
4c. Business name
(if applicable):
4d. Street address:
4e. City, state, zip:
4f. Telephone no.:
4g. Fax no.:
4h. Email address:
5. Agent/Consultant Information (if applicable)
5a. Name: Gary Hartong P.E.
5b. Business name
(if applicable): The Wooten Company
5c. Street address: 301 W. 14th Street
5d. City, state, zip: Greenville, NC, 27834
5e. Telephone no.: 252-757-1096
5f. Fax no.: 252-757-3221
5g. Email address: [e-mail]
Page 2 of 10
B. Project Information and Prior Project History
1. Property Identification
1a. Property identification no. (tax PIN or parcel ID): W. Pantago & Old County Road
1 b. Site coordinates (in decimal degrees): Latitude: 35.5482 Longitude: -76.6251
1c. Property size: 2.2+/- acres
2. Surface Waters
2a. Name of nearest body of water to proposed project: Shoemaker Creek
2b. Water Quality Classification of nearest receiving water: Pantego Creek (29-34-34-(2), SC NSW
2c. River basin: Tar-Pamlico
3. Project Description
3a. Describe the existing conditions on the site and the general land use in the vicinity of the project at the time of this
application:
W. Pantego Street and Old County Road are very narrow (18' width) streets. Swales on each side of the roads carry surface water to an un-named
tributary of Shoemaker Creek and Shoemaker Creek. Both creeks cross Old County Road via culvert crossing which are deteriorating and partially
blocked with utilities that have impeded flow. Technically, zoning calls adajent land (RM) Resdential Mobile but there is a Post Office and DayCare.
3b. List the total estimated acreage of all existing wetlands on the property: .0405
3c. List the total estimated linear feet of all existing streams (intermittent and perennial) on the property: 106LF
3d. Explain the purpose of the proposed project:
The purpose is to widen Old County Rd and a portion of W. Pantego St. to make travel safer for residents and to repair the deteriorating culverts.
3e. Describe the overall project in detail, including the type of equipment to be used:
See Attached Narrative.
4. Jurisdictional Determinations
4a. Have jurisdictional wetland or stream determinations by the
Corps or State been requested or obtained for this property /
roject (including all prior phases in the past? FX] Yes [ No F-7 Unknown

Comments: Claimed Jurisdiction on Swages and Culverts
4b. If the Corps made the jurisdictional determination, what type
of determination was made?
Preliminary ' Final
4c. If yes, who delineated the jurisdictional areas?
Name (if known): Emily Jernigan, USACE Agency/Consultant Company:
Other:
4d. If yes, list the dates of the Corps jurisdictional determinations or State determinations and attach documentation.
Corps: Corps - 12/22/08 & 2/11/09; DWQ (Kyle Barnes) 2/16/09; CAMA (Steve Trowell) 2/09/09
5. Project History
5a. Have permits or certifications been requested or obtained for
this project (including all prior phases) in the past?
_ Yes' No Unknown
5b. If yes, explain in detail according to "help file" instructions.
N/A
6. Future Project Plans
6a. Is this a phased project? ?X] Yes No
6b. If yes, explain.
Phases 1 & 2 were originally designed by Cavanaugh & Associates. The Wooten Company has been hired to design Phase 3 and oversee project
construction. Phases were established because of change in scope and engineering services. All phases will be constnirtM cimidtnnenitch,
Page 3 of 10
PCN Form - Version 1.4 January 2009
C. Proposed Impacts Inventory
1. Impacts Summary
1 a. Which sections were completed below for your project (check all that apply):
-'' Wetlands Streams - tributaries '"61 Buffers Open Waters a Pond Construction
2. Wetland Impacts
If there are wetland impacts proposed on the site, then complete this question for each wetland area impacted.
2a. 2b. 2c. 2d. 2e. 2f.
Wetland impact Type of impact Type of wetland Forested Type of jurisdiction Area of
number Corps (404,10) or impact
Permanent (P) or DWQ (401, other) (acres)
Temporary T
W1 P El Fill . Palustrian E No Corps El .04 AC
W2 - Choose one Choose one Yes/No
W3 - Choose one Choose one Yes/No
W4 - Choose one Choose one Yes/No
W5 - Choose one Choose one Yes/No
W6 - Choose one Choose one Yes/No
2g. Total Wetland Impacts: .04 AC.
2h. Comments:
Road widening project will be filling a portion of roadside swale; new swales will be constructed and moved out wider to support roadway
improvements.
3. Stream Impacts
If there are perennial or intermittent stream impacts (including temporary impacts) proposed on the site, then complete this
question for all stream sites impacted.
3a. 3b. 3c. 3d. 3e. 3f. 3g.
Stream impact Type of impact Stream name Perennial (PER) or Type of Average Impact
number intermittent (INT)? jurisdiction stream length
Permanent (P) or width (linear
Temporary (T) (feet) feet)
S1 T Replace Culvert El Shoemaker Creek PER R CAMA, Corp 3ft - 5ft. 56 LF
S2 T Replace Culvert Unnamed to Shoemaker PER CAMA, Corp 3ft. - 5ft. 50 LF
S3 - Choose one 0
S4 - Choose one _
S5 - Choose one
S6 - Choose one
3h. Total stream and tributary impacts 106 LF
3i. Comments:
Construction will include removing two (2) existing deteriorating culverts and replacing them with culverts of the same size
in the same location and at
,
the same elevations.
Page 4 of 10
PCN Form - Version 1.4 January 2009
4. Open Water Impacts
If there are proposed impacts to lakes, ponds, estuaries, tributaries, sounds, the Atlantic Ocean, or any other open water of
the U.S. then individual) list all open water impacts below.
4a.
Open water
impact number
Permanent (P) or
Temporary T 4b.
Name of waterbody
(if applicable) 4c.

Type of impact 4d.

Waterbody
type 4e.

Area of impact (acres)
01 Choose one Choose
02 - Choose one Choose
03 - Choose one Choose
04 - Choose one Choose
4f. Total open water impacts
4g. Comments:
5. Pond or Lake Construction
If and or lake construction proposed, then complete the chart below.
5a.
Pond ID number 5b.
Proposed use or
purpose of pond 5c.
Wetland Impacts (acres) 5d.
Stream Impacts (feet) 5e.
Upland
(acres)
Flooded Filled Excavated Flooded Filled Excavated
P1 Choose one
P2
Choose one

5f. Total:
5g. Comments:
5h. Is a dam high hazard permit required? _ Yes - No If yes, permit ID no:
5i. Expected pond surface area (acres):
5j. Size of pond watershed (acres):
rayC a VI IV
D. Impact Justification and Mitigation
1. Avoidance and Minimization
1a. Specifically describe measures taken to avoid or minimize the proposed impacts in designing project.
Old County road is an existing road that is very narrow and dangerous for city residents and will be widened. The right-of-way is narrow with swales
on either side of the road for drainage so construction is very limited. The existing drainage patterns will be retained but adjusted slightly.
1 b. Specifically describe measures taken to avoid or minimize the proposed impacts through construction techniques.
The majority of this work will be able to be done from roadway (Old County Road).
2. Compensatory Mitigation for Impacts to Waters of the U.S. or Waters of the State
2a. Does the project require Compensatory Mitigation for
impacts to Waters of the U.S. or Waters of the State? _ Yes No
2b. If yes, mitigation is required by (check all that apply): f J! DWQ ? Corps

2c. If yes,
project? which mitigation option will be used for this Mitigation bank

Payment to in-lieu fee program
Permittee Responsible Mitigation
3. Complete if Using a Mitigation Bank
3a. Name of Mitigation Bank:

3b. Credits Purchased (attach receipt and letter) Type: Choose one
Type: Choose one
Type: Choose one Quantity:
Quantity:
Quantity:
3c. Comments:
4. Complete if Makin a Payment to In-lieu Fee Program
4a. Approval letter from in-lieu fee program is attached. -' Yes
4b. Stream mitigation requested: linear feet
4c. If using stream mitigation, stream temperature: Choose one
4d. Buffer mitigation requested (DWQ only): square feet
4e. Riparian wetland mitigation requested: acres
4f. Non-riparian wetland mitigation requested: acres
4g. Coastal (tidal) wetland mitigation requested: acres
4h. Comments:
5. Complete if Using a Permittee Responsible Mitigation Plan
5a. If using a permittee responsible mitigation plan, provide a description of the proposed mitigation plan.
Page 6 of 10
PCN Form - Version 1.4 January 2009
6. Buffer Mitigation (State Regulated Riparian Buffer Rules) - required by DWQ
6a. Will the project result in an impact within a protected riparian buffer that requires
j Yes No
buffer mitigation?
6b. If yes, then identify the square feet of impact to each zone of the riparian buffer that requires mitigation. Calculate the
amount of mitigation required.
6c. 6d. 6e.
Zone Reason for impact Total impact Multiplier Required mitigation
(square feet) (square feet)
Zone 1 3 (2 for Catawba)
Zone 2 1.5
6f. Total buffer mitigation required:
6g. If buffer mitigation is required, discuss what type of mitigation is proposed (e.g., payment to private mitigation bank,
perrnittee responsible riparian buffer restoration, payment into an approved in-lieu fee fund).
6h. Comments:
Page 7 of 10
E. Stormwater Management and Diffuse Flow Plan (required by DWQ)
1. Diffuse Flow Plan
1 a. Does the project include or is it adjacent to protected riparian buffers identified

within one of the NC Riparian Buffer Protection Rules? Yes No
1 b. If yes, then is a diffuse flow plan included? If no, explain why.
Yes l No
2. Stormwater Management Plan
2a. What is the overall percent imperviousness of this project?
58+/-%

2b. Does this ro'ect require a Stormwater Management Plan? Yes XI No
2c. If this project DOES NOT require a Stormwater Management Plan, explain why:
We have filed for exemption for a stormwater permit due to limited space within right-of-way. The proposed impervious area is < 1 0,000sq.ft. Project is
considered non-profit and for public safety.
2d. If this project DOES require a Stormwater Management Plan, then provide a brief, narrative description of the plan:
2e. Who will be responsible for the review of the Stormwater Management Plan? NIA
3. Certified Local Government Stormwater Review
3a. In which local government's jurisdiction is this project? Town of Belhaven
i-! Phase II
3b. Which of the following locally-implemented stormwater management programs [_J? NSW
apply (check all that apply): l USMP
Water Supply Watershed
Other:
3c. Has the approved Stormwater Management Plan with proof of approval been

attached? Yes 121 No
--
4. DWQ Stormwater Program Review
Coastal counties
4a. Which of the following state-implemented stormwater management programs apply _
- HOW
? ORW
(check all that apply):
Session Law 2006-246
f- Other:
Has the approved Stormwater Management Plan with proof of approval been
attached?
F Yes [x? No
WQ 401 Unit Stormwater Review
5a. Does the Stormwater Management Plan meet the appropriate requirements? '-- Yes _] No

5b. Have all of the 401 Unit submittal requirements been met? -
Yes No
Page 8 of 10
PCN Form - Version 1.4 January 2009
F. Supplementary Information
1. Environmental Documentation (DWQ Requirement)
1a. Does the project involve an expenditure of public (federal/state/local) funds or the

use of public (federal/state) land? Yes No
-
1 b. If you answered "yes" to the above, does the project require preparation of an
environmental document pursuant to the requirements of the National or State ; Yes No
(North Carolina) Environmental Policy Act (NEPA/SEPA)?
1 c. If you answered "yes" to the above, has the document review been finalized by the
State Clearing House? (If so, attach a copy of the NEPA or SEPA final approval
letter.) N/A Yes No
Comments:
2. Violations (DWQ Requirement)
2a. Is the site in violation of DWQ Wetland Rules (15A NCAC 2H .0500), Isolated
Wetland Rules (15A NCAC 2H .1300), DWQ Surface Water or Wetland Standards, Yes (? No
or Riparian Buffer Rules (15A NCAC 2B .0200)?
2b. Is this an after-the-fact permit application? _ Yes 1 No
2c. If you answered "yes" to one or both of the above questions, provide an explanation of the violation(s):
N/A
3. Cumulative Impacts (DWQ Requirement)
3a. Will this project (based on past and reasonably anticipated future impacts) result in
additional development, which could impact nearby downstream water quality? Yes Xi No
3b. If you answered "yes" to the above, submit a qualitative or quantitative cumulative impact analysis in accordance with the
most recent DWQ policy. If you answered "no," provide a short narrative description.
The road is owned by the Town of Belhaven and the improvements are for safety concerns and not for development purposes.
to increase or decrease as a result of the project. Traffic is not expected
4. Sewage Disposal (DWQ Requirement)
4a. 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.
N/A
Page 9 of 10
PCN Form - Version 1.4 January 2009
5. Endangered Species and Designated Critical Habitat (Corps Requirement)
5a. Will this project occur in or near an area with federally protected species or Yes No
habitat?
5b. Have you checked with the USFWS concerning Endangered Species Act

impacts? Yes No
5c. If yes, indicate the USFWS Field Office you have contacted. Raleigh
5d. What data sources did you use to determine whether your site would impact Endangered Species or Designated Critical
Habitat?
Used Corps website that is noted in the PCN instructions document (F3a)
6. Essential Fish Habitat (Corps Requirement)
6a. Will this project occur in or near an area designated as essential fish habitat? Yes ] No
6b. What data sources did you use to determine whether your site would impact Essential Fish Habitat?
Used website noted in PCN instructions (F6a) (South Atlantic Habitat 8 Ecosystem IMS).
7. Historic or Prehistoric Cultural Resources (Corps Requirement)
7a. Will this project occur in or near an area that the state, federal or tribal
governments have designated as having historic or cultural preservation Yes <' N

status (e.g., National Historic Trust designation or properties significant in o
- -
North Carolina history and archaeology)?
7b. What data sources did you use to determine whether your site would impact historic or archeological resources?
State Historic Preservation Office website from PCN instruction documents.
8. Flood Zone Designation (Corps Requirement)
8a. Will this project occur in a FEMA-designated 100-year floodplain? j Yes No
8b. If yes, explain how project meets FEMA requirements:
The project scope is to only widen an existing roadway and to replace existing culverts that are deteriorating.
8c. What source(s) did you use to make the floodplain determination?
FEMA GIS data.
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APPENDIX
A
Feb. 27. 2009 10.15AM
AUTHORIZING AGREEMENT
PROPERTY LEGAL DESCRIPTION:
No. 4419 P. 1
LOT NO. SIA PLAN NO, N/A PARCEL ID: N/A
STREET ADDRESS: Old County Road (Culvert Replacement and Roadway Widening)
Please print:
Property Owner; The Town of Belhaven
Property Owner:
The undersigned, registered property owners of the above noted property, do hereby authorize
Gda on PE of The Wooten Coffin
(Contractor / Agent) . (Name of consulting firm)
to act on my behalf and take all actions necessary for the processing, issuance and acceptance of
this permit or certification and any and all standard and special conditions attached.
Property Owner's Address (if different than property above):
Telephone: [phone]-
We hereby certify the
best of our knowfedin
.r' A
submitted in this application is true and accurate to the
zV4 ?
Authorize ignature
Date: ?! ?+ `C Date: ,71,?7r
APPENDIX

PRE-CONSTRUCTION NOTIFICATION (PCN) NARRATIVE
A. Description of Project
Location of Project
This project takes place with the corporate city limits of Belhaven along W.
Pantego St., Old County Rd., and Mill St. US Hwy 264 acts as the western
boundary of the project, Lee St. acts as the eastern boundary and Pungo St.
secures the southern boundary of the proposed area of disturbance.
Type of Development
This roadway widening and culvert replacement project is broken into 3
phases and will take place within the corporate limits of Belhaven. However
the project will be handled as a single phase and will continue to
completion. Because the widening is minimal, smaller loaders and
associated pieces of equipment will be used. Necessary fill, base and
asphalt will be delivered by appropriately sized trucks. The first phase,
consists of widening approximately 620 linear feet of Old County Road in
front of Tots-land Preschool and the US Post Office extending from the right
hand fork of Shoemaker Creek (550 feet west of Lee Street) to the
intersection of Mill St. and replacing an existing culvert. Phase 2 will include
widening approximately 350 linear feet of Old County Road from the west
limits of phase 1 to the intersection of Old County Road and Mill St.,
replacing an existing culvert, abandoning a gravity sewer line and relocating
an existing force main. A new third phase will consist of widening
approximately 400 linear feet from the west limits of phase 2 to US Hwy
264, widening approximately 550 linear feet from the east limits of phase 1
to Lee St., installing a new water telemetry cable and installing a new low
pressure sewer system serving 3 residential customers near the intersection
of Old County Road and Mill St..
Earth Disturbing Activities
The project will involve the widening of approximately 1,920 linear feet of
roadway and replacing two (2) 24-inch culverts under Old County Road.
The two (2) 24" CMP culverts will be replaced with 24" RCP and existing
inverts will be held. An excavator and other construction equipment
normally associated with this type of work will be used. Removal and
replacement of these culverts should take place from roadway. The East
culvert is bisected by a gravity sewer line and a 4-inch force main from
California St. that will be re-installed under the culvert. The gravity sewer
line however, which collects sewer from 3 individual residences near the Old
County Road and Mill St intersection, will need to be abandoned and a new
low-pressure system will be installed.
At each of the 3 individual residences, a new septic tank effluent pumping
system (STEP) will be installed and the existing connections will be
abandoned. From each residence, pumps will force sewer through a new 2"
low-pressure schedule 80 force main along Mill St. within the Town owned
right-of way. The force main will terminate into an existing manhole at the
intersection of Mill St. and Pungo St.
Existing Drainage Patterns
The site drains to road side ditches which flow to the Shoemaker Creek
directly or flow to other unnamed tributaries and then into the Shoemaker
Creek. Shoemaker Creek flows southward into the Pantego Creek and
ultimately to the Pungo River, all of which are part of the Tar-Pamlico River
Basin. This work will require a small excavator in order to cut and shape
swales.
B. EROSION AND SEDIMENTATION CONTROL MEASURES
A copy of the latest approved sediment and erosion control plan must be
on file at the job site. Timely and proper attention shall be required for
prevention of offsite erosion and sedimentation. Various levels of erosion
control are proposed in the engineering documents. If it becomes evident
that additional erosion and sedimentation control measures are needed
they shall be installed immediately. A temporary cover sufficient to restrain
erosion must be provided within the 21 calendar days of completion of any
phase of grading. A permanent ground cover, sufficient to restrain erosion,
must be provided within the shortest of 15 working or 90 calendar days
after completion of the construction or development.
2. A buffer zone, sufficient to restrain sedimentation, must be maintained
between the land-disturbing activity and any adjacent property or
watercourses. Maintain / Do Not Disturb existing vegetative cover in areas
of no construction.
3. All disturbed areas will be seeded within 30 days following construction in
accordance with the seeding schedule as shown on the plans. We have
attached the seeding and mulching specifications to this document which
gives the rates for fertilizer, tack, seeding and mulch.
4. Temporary sediment control primarily will consist of temporary check
dams placed along the existing roadside ditches. The rock check dams
shall be a minimum of 1,000 LF apart and the volume of storage shall
accommodate this sediment as shown on the engineering documents.
In the proposed project area, the slopes on most of the roadside ditches
are so flat that the spacing allows for a great amount of storage before
over flowing into the next drainage system.
5. Silt fence will be utilized in areas next to blue line streams. In the location
of the creek crossings, rip rap is to be placed at the opening of the storm
drainage pipe to prevent erosion of the disturbed soil for the pipeline
crossing. Silt fence shall also be used to prevent erosion in areas where
bore pits are to be constructed and at open culvert crossings the silt fence
is to be tied into the temporary sediment traps or check dams as shown in
the engineering documents. If the velocity of flow through the roadside
ditches is minimal lining is not required but there may be areas where the
contractor will be required to place matting if with drainage ditch
disturbance.
6. If the contractor chooses to place any the material on the adjacent
roadway the contractor shall be required to place screening over the
roadway surface prior to beginning the operations to assist in cleaning up
the roadways after construction.
C. TIME SEQUENCE OF OPERATIONS
Construction is planned to begin April 2009. Permits are being secured
now and once the project is awarded, construction will be able to start.
The contractor is required under the contract to comply with all state
regulations regarding erosion and sedimentation control. Once the control
is in place, the contractor will begin working on installing all the utilities
prior to any roadway construction. The contractor shall complete all
construction within the easements and rights-of-ways as shown on the
plans. All utilities must be checked and tested and any areas that can be
seeded, should be done prior to any roadway preparation. Any offsite
borrow which may be required for the project shall be obtained or
purchased from an approved mining facility.
Once the subsurface infrastructure is complete and tested, work will begin
on stabilizing the roadway base. After appropriate approvals, the
contractor will complete the asphalt phase and any other items associated
with roadway improvements.
Once construction is complete, the contractor shall finish grading and
seeding remaining areas. In areas where the trench line is within the
bottom of a ditch, erosion control matting shall be used to stabilize the soil.
The erosion and sediment control measures are to be checked weekly
and after any rainfall event. Repairs shall be made immediately to the
sediment and erosion control measures as needed during the project.
APPENDIX
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