20081602 All Versions_Complete File_20040709

40-
STATE INS
OF NORTH CAROLINA
MICHAEL F. EASLEY
GOVERNOR
July 7, 2004
To:
From:
DEPARTMENT OF TRANSPORTATION
William J. Moore, Environmental Engineer
WETL ANDS / 401 GROUP
JUL 0 9 2004
WATER QUALITY SECTION
LYNDO TIPPETT
SECRETARY
North Carolina Department of Environment and Natural Resources
Division of Water Quality
943 Washington Square Mall
Washington, North Carolina 27889
Michael Turchy, Environmental Specialist
Project Development and Environmental Analysis
Subject: Stormwater Permit Application Drawings, Camden County, US 158- NC 34
widening from South of SR 1257 to East of NC 34 in Belcross. TIP No. R-
2414B, State Project No. 8T020401. $420.00 Debit work order 8T020401,
WBS Element 34430. 1.1
Dear Mr. Moore:
The North Carolina Department of Transportation (NCDOT) applied for a stormwater
permit dated June 28, 2004, but failed to attach a copy of the permit plans. The plans for this
project are attached to this memo. We apologize for any inconvenience. If you have any
questions regarding this project or need additional information, please contact Mr. Michael
Turchy of NCDOT Project Development and Environmental Analysis Branch at [phone].
cc: Mr. D. Henderson, P.E., Hydraulics Unit
Ms. Cathy Brittingham, NCDCM
Mr. John Hennessy, NCDWQ
MAILING ADDRESS:
NC DEPARTMENT OF TRANSPORTATION
PROJECT DEVELOPMENT AND ENVIRONFAENTAL ANALYSIS
1548 MAIL SERVICE CENTER
RAI EIGH NC 27699-1548
TELEPHONE: [phone]
FAX: [phone]
WEiSITE: WWW.DOH.DOT.STATE.NC.IJ;
LOCATION:
TRANSPORTATION BUILDRIG
1 SOUTH WILMINGTON STREET
RALEI .II NC
CAMDEN
COUNTY
ADS1401 GRp(tp
OCT $ SEE INSET
2003 BELOW
INNER QUALITY,%CTION

NOTE: SITE 7 REMOVED DUE
TO NO IMPACT
SCALE
.5 0 1 KM
LEGEND
--•WLB---- WETLAND BOUNDARY
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® DENOTES FILL IN
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N.C. DEPT. OF TRANSPORTATION
DIVISION OF HIGHWAYS
CAMDEN COUNTY
PROJECT: 8.T020401 (R-2414B)
US 158 - NC 34 WIDENING
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SHEET OF 9/15/03
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N.C. DEPT. OF TRANSPORTATION
DIVISION OF HIGHWAYS
CAMDEN COUNTY
PROJECT. S.T020401 (R-2414B)
US 158 - NC 34 WIDENING
SHEET OF - 3/25/03
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HYDRAULIC DESIGN/PERMIT DRAWINGS REVIEW
Location and Surveys Conference Room
NCDOT Century Center Complex
October 23, 2003
Agenda
8:30 Marshall Clawson *R-513 A&C, US 74 in Robeson County,
(Division 6) -Permit Drawings Review
Team Members: Richard Spencer-USAGE
John Hennessy-NCDWQ
Travis Wilson-NCWRC
Gary Jordan-USFWS
Chris Militscher-EPA
Gary Lovering-Roadway Design
Heather Montague-PDEA
*Had 4B Meeting on April 18, 2002.
10:00 Marshall Clawson *R-2539C, NC 55 from SR 1129 (Bennett-Tingle Rd) to
NC 304 in Bayboro, Pamlico County, (Division 2)
-Permit Drawings Review
Team Members: Mike Bell-USAGE
John Hennessy-NCDWQ
Travis Wilson-NCWRC
Gary Jordan-USFWS
Chris Militscher-EPA
Cathy Brittingham-LAMA
Bill Arrington-CAMA
Ron Sechler-NMF
Elizabeth Lusk-PDEA
Teresa Bruton-Design Services
*Had 4B Meeting on February 20, 2003.
10:30 Marshall Clawson R-241413, US 158-NC34 in Camden County,
(Division 1) - Permit Drawings Review
Team Members: Bill Biddlecome-USAGE
John Hennessy-NCDWQ
Travis Wilson-NCWRC
Gary Jordan-USFWS
Chris Militscher-EPA
Cathy Brittingham-LAMA
Bill Arrington-CAMA
Ron Sechler-NMF
Michael Turchy-PDEA
Teresa Bruton-Design Services
11:30 Marshall Clawson B-3157, Bridges 74 and 76 on US 29-64-70 and I-85 Business
over SR 1242 (West Center Street) and Michael Creek,
Davidson County, (Division 9) - Permit Drawings Review
Team Members: Eric Alsmeyer-USACE
Cynthia Van Der Wiele-NCDWQ
Travis Wilson-NCWRC
Marella Buncick-USFWS
Chris Militscher-EPA
Cathy Houser-Design Services
Heather Montague-PDEA
12:00 LUNCH
1:30 Marshall Clawson *U-4026, RTP-Davis Drive in Wake/Durham County,
(Division 5) -Permit Drawings Review
Team Members: Eric Alsmeyer-USACE
John Hennessy-NCDWQ
Travis Wilson-NCWRC
Gary Jordan-USFWS
Chris Militscher-EPA
Brett Feulner-PDEA
Teresa Bruton-Design Services
*Had 4B Meeting on June 19, 2003.
3:00 Andrew Nottingham U-4012, US 15-501 from N of Mt. Moriah Road to S
of Garrett Road in Durham County, (Division 5)
-Hydraulic Design Review
Team Members: Eric Alsmeyer-USACE
John Hennessy-NCDWQ
Travis Wilson-NCWRC
Gary Jordan-USFW
Chris Militscher-EPA
Matt Haney-PDEA
Ron Allen-Roadway
Note to Team Members: If you have not received plans and/or permit drawings by
October 9th, please contact the respective Hydraulics Project Engineer at
[phone].

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Subject: Minutes of the Interagency Permit Drawing Review Meeting held on
October 23, 2003 for R-2414B, Camden County
Team Members:
Bill Biddlecome
John Hennessy
Travis Wilson
Gary Jordan
Chris Militscher
Michael Turchy
Ron Sechler
Cathy Brittingham
Bill Arrington
Participants: Jerry Beard
Marshall Clawson
Karen Taylor
Tyler Stanton
Lindsey Riddick
Jamie Byrd
Anne Gamber
USACE(PRESENT)
NCDWQ (ABSENT)
NCDWQ (ABSENT) commented by email.
USFWS (ABSENT)
EPA (PRESENT)
DOT-PD&EA (PRESENT)
NNW (ABSENT)
DCM CAMA (PRESENT)
CAMA (ABSENT)
DOT-Hydraulics
DOT-Hydraulics
DOT-PDEA
DOT-PDEA
DOT-PDEA
TranSite
DOT-Hydraulics
919-250-4100
919-250-4100
919-733-7844 ext 223
919-715-1439
919-715-1459
919-873-2401
919-250-4100
The meeting started at 11:00 am. The question of a valid concurrency for point 4A was addressed. After
the meeting Mr. Bill Biddlecome sent the followingemail:
For those not in attendance at the October 23, 2003, permit drawing review, and those that were, the
question was brought up whether or not a Concurrence Point 4A (avoidance and minimization) meting
was held regarding this project. It was decided one hadn't but Karen Taylor advised that she had
discussed these issues with Mike Bell. Since I was unfamiliar with the past history of the project except
for a wetland delineation confirmation, we decided I would discuss it with Mike and decide at that point
the direction we needed to take concerning the matter. I was familiar through discussions with Lindsey
Riddick on site that minimization and avoidance issues had been addressed for the "B" portion of this
project. I talked with Mike and also found another file that contained information for R-2414. Mike
agreed that avoidance and minimization efforts had been made for this widening project. I also discussed
the matter with Karen by telephone today and she advised me that she thought the Permit Drawing Revie-
meeting was a bit premature. She also advised me of the problems they were having with the project
because the A and B sections of the project were being handled by different consultants and the firm doin
section A is no longer working on the project. As a result, section B of this project is way ahead of
section A. She is waiting on design to come up with a plan for A so she can present it to the public again
because of changes that were made to alignments. We agreed that once it goes out to the public for
review, shell write up a letter outlining the avoidance and minimization for the project. At that point,
well (the team) decide whether a 4A meeting is needed or if we can do it by e-mail etc. Karen: If this isn
the way you tried explaining it to me, please comment. Team: If anyone has a better idea how to handle
this, please call me and we can discuss. Thanks!
??yi?-? c??s
-- -- -?-

??5.
_ _
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-`______ .? -?' _®` sue- ?? ?-;`,.??,???! - --

STATE OF NORTH CAROLINA
DEPARTN MNT OF TRANSPORTATION
MICHAEL F. EASLEY
GOVERNOR
June 28, 2004
William J. Moore, Environmental Engineer
North Carolina Department of Environment and Natural Resources
Division of Water Quality
943 Washington Square Mall
Washington, North Carolina 27889
WETLANDS / 401 GROUP
JUL 0 7 2004
WATER QUALITY SECTION
LYNDO TIPPETT
SECRETARY
Subject: Stormwater Permit Application, Camden County, US 158- NC 34 widening from
South of SR 1257 to East of NC 34 in Belcross. TIP No. R-2414B, State Project No.
8T020401. $420.00 Debit work order 8T020401, WBS Element 34430.1.1
Dear Mr. Moore:
The North Carolina Department of Transportation (NCDOT) proposes to US 158- NC 34
from South of SR 1257 to East of NC 34 in Belcross, Camden County. The NCDOT will be
applying for a Section 404, and 401permit in the near future.
Please find enclosed a stormwater permit application form, stormwater management
narrative, and one copy of the project plans. Please review this project for authorization by your
section of NCDWQ. If you have any questions regarding this project or need additional
information, please to contact Mr. Marshall Clawson of NCDOT Hydraulics Unit at (919) 250-
4100, or Mr. Michael Turchy of NCDOT Project Development and Environmental Analysis
Branch at [phone].
Sincerely,
Grego J. Thorpe, Ph.D., Environmental Management Director
Project Development and Environmental Analysis Branch
cc: Mr. D. Henderson, P.E., Hydraulics Unit
Ms. Cathy Brittingham, NCDCM
Mr. John Hennessy, NCDWQ
MAILING ADDRESS: TELEPHONE: [phone] LOCATION:
NC DEPARTMENT OF TRANSPORTATION FAX: [phone] TRANSPORTATION BUILDING
PROJECT DEVELOPMENT AND ENVIRONMENTAL ANALYSIS 1 SOUTH WILMINGTON STREET
1548 MAIL SERVICE CENTER WEBSITE. WWW.DOH.DOT.STATE.NC.US RALEIGH NC
RALEIGH NC 27699-1548
OFFICE USE ONLY
Date Received Fee Paid Permit Number
State of North Carolina
Department of Environment and Natural Resources ." .Y ,
Division of Water Quality

STORMWATER MANAGEMENT PERMIT APPLICATION FORM
?

W
CO-

NORTH CAROLINA DEPARTMENT OF TRANSPORTATION I, c
LINEAR ROADWAY PROJECT „ -I,--z
This form may be photocopied for use as an original.

DWO Stormwater Management Plan Review:
A complete stormwater management plan submittal includes this application form, a supplement form for each BMP
proposed (see Section V), design calculations, and plans and specifications showing all road and BMP details.
1. PROJECT INFORMATION
NCDOT Project Number: 8T020401 (TIP R-2414B) County: Camden
Project Name: US 158 - NC 34 Widening
Project Location: From South of SR 1257 to East of NC 34 in Belcross
Contact Person: Marshall Clawson Phone: [phone] Fax: [phone]
Receiving Stream Name: See Attached Stormwater Management Plan River Basin: Pas uotank Class: C Sw
Proposed linear feet of project: 15,785 LF (4.822 Km)
Proposed Structural BMP and Road Station (attach a list of station and BMP type if more room is needed):
See Attached Stormwater Management Plan
Type of proposed project: (check all that apply):
? New ? Widening ?2 lane* ?4 lane* ? Curb and Gutter ?Bridge Replacement
?Other (Describe)
*2 lane and 4 lane imply that roadside ditches are used unless Curb and Gutter is also checked.
II. REQUIRED ITEMS CHECKLIST
Initial in the space provided below to indicate the fo`nMing design requirements have been met and supporting
documentation is attached. Supporting documentation shall, at a minimum, consist of a brief narrative description
including (1) the scope of the project, (2) how the items below are met, (3) how the proposed best management practices
minimize water quality impacts, and (4) any significant constraints and/or justification for not meeting a, b, c and d to the
maximum extent practicable.
Ts 'Initials
a. The amount of impervious surface has been minimized as much as possible.
b. The runoff from the impervious areas has been diverted away from surface waters as much as possible.
C. Best Management Practices are employed which minimize water quality impacts.
d. Vegetated roadside ditches are 3:1 slope or flatter.
Form SWU-112 Rev 04.00 Page 1 of 2
III. OPERATION AND MAINTENANCE AGREEMENT
I acknowledge and agree b7 mrc initials below that the North Carolina Department of Transportation is responsible for the
implementation of the fet'u maintenance items listed. I agree to notify DWQ of any operational problems with the BMP's
that would impact water quality or prior to making any changes to the system or responsible party.
Maintenance Engineer's Initials
?' a. BMP's shall be inspected and maintained in good working order.
b. Eroded areas shall be repaired and reseeded as needed.
6 C. Stormwater collection systems, including piping, inlets, and outlets, shall be maintained to insure proper
functioning.
Maintenance Engineer's Name: 66 -rckbm A - 8 ` R U a 2. ,
Title: Ac*nm6 DivistorJ Mt AI Z?&)6cJ 0461AILY2
IV. APPLICATION CERTIFICATION
I, (print or type name) 92-ac-d H 9ttrft?? of F44 b2AdQ tUHA7 Gd, &t 1!jj?) Branch,
certify that the information included on this permit application form is, to the best of my knowledge, correct and that the
project will be constructed in conformance with the approved plans and that the proposed project complies with the
requirements of 15A NCAC 2H .1000.
Title: ! w v1 c ?h iY1 t4 G-?e ?2
Address
Signature
V.
The applicable state stormwater management permit supplement form(s) listed below must be submitted for each BMP
specified for this project. Contact the Stormwater and General Permits Unit at [phone] for the status and
availability of these forms.
Form SWU-102
Form SWU-103
Form SWU-104
Form SWU-105
Form SWU-106
Form SWU-107
Form SWU-108
Form SWU-109
Form SWU-110
Wet Detention Basin Supplement
Infiltration Basin Supplement
Low Density Supplement
Curb Outlet System Supplement
Off-Site System Supplement
Underground Infiltration Trench Supplement
Neuse River Basin Supplement
Innovative Best Management Practice Supplement
Extended Dry Detention Basin Supplement
Form SWU-112 Rev 04.00 Page 2 of 2
SUPPLEMENT FORMS

Memorandum of Meeting
Date: July 17, 2002
Location: On-Site (US 158 - NC 34, Camden Co.)
Subject: Field Meeting to Review Drainage Designs
State Project 8.T020401 (R-2414B)
F.A. Project No. STP-158(2)
US 158 - NC 34 from South of SR 1257 to East of NC 34 in Belcross
Present: Bill Moore - NC DWQ
Marshall Clawson - NCDOT Hydraulics Unit
Jamie Byrd - TranSite Consulting Engineers, Inc.
On July 16, 2002 Marshall Clawson and Jamie Byrd met Bill Moore in the field to review the project
drainage designs. Also reviewed and evaluated were proposed Best Management Practice (BMP),
measures and locations. The following items were discussed and conclusions reached:
General Comments
• Jamie advised that there are (8) sites with stream and/or wetland impacts that require permit
drawings.
• Jamie added that each site has been evaluated and BMPs designed where site constraints permit.
Site 1
-L- Sta. 47+84L - Jamie advised that due to existing single family dwellings left of -L- and a large
portion of the roadway in cut, BMP installation is not applicable at this site. After investigating the area,
Bill agreed that this site is not suitable for a BMP.
Site 2
-L- Sta. 51+60L - Jamie advised that this location has been discussed as a potential mitigation site.
Marshall added that PD & EA had been contacted but that they have not provided direction on this issue.
Bill reviewed the proposed Stormwater Plans and was in agreement with the following proposed design
revisions:
• Grass swale right of -L- from Sta. 51+05 to 51+85.
• PSH at -L- Sta. 51+45L.
Site 3
-L- Sta. 55+29R - Bill reviewed the proposed Stormwater Plans and was in agreement with the following
proposed design revisions:
• Reroute drainage system outfall left of -L- Sta. 55+29.
• Grass swale right of -L- from Sta. 54+68 to 55+32.
• PSHs at -L- Sta. 55+29L, 56+001, and 59+20R.
-L- Sta. 57+52R to 59+20R - Jamie advised that if a swale could be constructed through the low quality
wetland, 548' of grass swale could be created. Jamie added that this is 612' less than the length required
by "DA" but that there is significant offsite drainage. Bill reviewed the proposed swale location site and
was in agreement with the proposed design revision.
Site 4
-L- Sta. 63+OOR to 63+50R - Jamie advised that additional grass swales right of -L- from Sta. 63+00 to
Sta. 63+50 are to be evaluated. After reviewing the proposed Stormwater Plans, Bill added that
additional grass swale length might be obtained by rerouting the drainage designs from -L- Sta. 64+30 to
65+73. Marshall directed Jamie to review Bill's suggestion and incorporate if feasible.
Site 5
-L- Sta. 67+OOL - Jamie advised that due to existing development, grass swales could be installed. After
investigating the area, Bill agreed that this location is not suitable for a BMP.
-L- Sta. 67+37L - Jamie advised that approximately 250' of grass swale could be installed if the drainage
system was rerouted to outlet right of -L- Sta. 68+60 and outlet into the existing pond. Bill concurred
with drainage design revision but added that the swale should be picked up and placed back in the system
in stead of outletting into the pond. Marshall directed Jamie to revise the plans incorporating Bill's
comments.
Site 6
-L Sta. 72+OOL - Bill reviewed the proposed Stormwater Plans and was in agreement with the following
proposed design revisions:
• Parallel drainage systems left and right of -L-.
• Grass Swale left of -L- from Sta. 71+65 to 72+09.
• PSHs at -L- Sta. 73+OOL, 73+70L, 73+70R and 74+38R.
Site 7
-L- Sta. 82+60R - Jamie advised that this site is fill in wetlands only. After reviewing the proposed
Stormwater Plans, Bill recommended that that the drainage systems right of -L- Sta. 80+60 and left of -L-
Sta. 82+20 be reworked so that grass swales can be added. Marshall directed Jamie to review Bill's
recommendation and incorporate if feasible.
2
Site 8
Jamie advised that this site was designated as a high quality (do not disturb) site early in the design
process. Bill reviewed the proposed Stormwater Plans and was in agreement with the following proposed
design revisions:
• Grass Swale right of -L- from Sta. 88+25 to 88+89.
• Grass swale right of -L- from Sta. 89+23 to 89+80.
Subject: Minutes of the Interagency Permit Drawing Review Meeting held on
October 23, 2003 for R-2414B, Camden County
Team Members:
Bill Biddlecome
John Hennessy
Travis Wilson
Gary Jordan
Chris Militscher
Michael Turchy
Ron Sechler
Cathy Brittingham
Bill Arrington
USACE(PRESENT)
NCDWQ (ABSENT)
NCDWQ (ABSENT) commented by email.
USFWS (ABSENT)
EPA (PRESENT)
DOT-PD&EA (PRESENT)
NMF (ABSENT)
DCM CAMA (PRESENT)
CAMA (ABSENT)
Participants: Jerry Beard DOT-Hydraulics
Marshall Clawson DOT-Hydraulics
Karen Taylor DOT-PDEA
Tyler Stanton
Lindsey Riddick
Jamie Byrd
Anne Gamber
DOT-PDEA
DOT-PDEA
TranSite
DOT-Hydraulics
919-250-4100
919-250-4100
919-733-7844 ext 223
919-715-1439
919-715-1459
919-873-2401
919-250-4100
The meeting started at 11:00 am. The question of a valid concurrency for point 4A was addressed. After
the meeting Mr. Bill Biddlecome sent the following email:
For those not in attendance at the October 23, 2003, permit drawing review, and those that were, the
question was brought up whether or not a Concurrence Point 4A (avoidance and minimization) meeting
was held regarding this project. It was decided one hadn't but Karen Taylor advised that she had
discussed these issues with Mike Bell. Since I was unfamiliar with the past history of the project except
for a wetland delineation confirmation, we decided I would discuss it with Mike and decide at that point
the direction we needed to take concerning the matter. I was familiar through discussions with Lindsey
Riddick on site that minimization and avoidance issues had been addressed for the "B" portion of this
project. I talked with Mike and also found another file that contained information for R-2414. Mike
agreed that avoidance and minimization efforts had been made for this widening project. I also discussed
the matter with Karen by telephone today and she advised me that she thought the Permit Drawing Revic
meeting was a bit premature. She also advised me of the problems they were having with the project
because the A and B sections of the project were being handled by different consultants and the firm doin
section A is no longer working on the project. As a result, section B of this project is way ahead of
section A. She is waiting on design to come up with a plan for A so she can present it to the public again
because of changes that were made to alignments. We agreed that once it goes out to the public for
review, she'll write up a letter outlining the avoidance and minimization for the project. At that point,
we'll (the team) decide whether a 4A meeting is needed or if we can do it by e-mail etc. Karen: If this isn
the way you tried explaining it to me, please comment. Team: If anyone has a better idea how to handle
this, please call me and we can discuss. Thanks!
Issues to consider if we are to proceed from this point:
Site 1: No impacts
Site 2 Plan Sheet 5: Both sides of the proposed road will result in impacts to the
wetlands. Consider mitigation. The velocity at the outlet of the 750mm pipe should be
investigated.
Site 3 Plan Sheet 6: The construction sequence has not been finalized. The proposed
swale is similar to the existing swale.
Site 4 Plan Sheet 9: no comment
Site 5 Plan Sheet 10: The wetlands area is a breached man-made pond.
Site 6 Plan Sheets 11 and 12: Nearby old borrow pit is now being developed as a
mitigation site.
Site 7 Plan Sheet 14: no comment
Site 8 Plan Sheet 16: Upstream invert is not buried, but is below normal water surface.
It was noted that minimization for high quality wetlands was accomplished with roadway
realignment.
Meeting adjourned at 11:30am.
Subject: Minutes of the Interagency Permit Drawing Review Meeting held on
December 1, 2003 for R-2414B, Camden County
Team Members:
John Hennessy
Participants: David Chang
Marshall Clawson
Galen Cail
NCDWQ (Present)
DOT-Hydraulics
DOT-Hydraulics
DOT-Hydraulics
919-250-4100
919-250-4100
919-250-4100
John questioned the use of preformed scour holes (psh) in wetlands versus just using the
standard rip rap outlet pad. The outlet pad may be less intrusive to the wetlands. John
requested we contact Bill Biddlecome for his opinion. Go with rip rap pad if Bill is not
opposed.
Bill was contacted and said he was OK using an rip rap outlet pad.
I
Site 2:
John wanted to know if outlet velocity into the wetlands is non-erosive. Marshall stated
the area between the roadway and railroad is a gore area. The pipe outlets onto a rip rap
pad and spreads out in the gore area. OK.
Site 5:
John wanted to know if outlet velocity into the wetlands is non-erosive. Marshall stated
the pipe outlets onto a rip rap pad and spreads out. OK.
State Project No. 83020401
TIP Project No. R-2414B
Camden County, NC
US 158 - NC 34 from South of SR 1257
to East of NC 34 in Belcross
STORMWATER MANAGEMENT
PLAN
Prepared by:
TranSite Consulting Engineers, Inc.
1300 Paddock Dr., Suite G-10
Raleigh, NC 27609

PROJECT INVOLVEMENT
The proposed project is 4.82 km (2.99 miles) in length and will widen existing US
158/NC 34 from a mostly two lane section with roadside ditches to a five lane facility with
curb & gutter.
The proposed project contains five crossings of jurisdictional tributaries to Sawyers
Creek. Three of the crossings are concrete box culverts that are to be removed and
replaced while the remaining two crossings are extensions of existing pipe crossings.
See Table 1 for a detailed list of the streams and proposed crossings.
Table 1. Stream Crossings
Stream Name Drainage Area Best Use
Classification Proposed Structure
Trib. 3 1.40 mil C SW 1 @ 8'x 6' RCBC
* Trib. 5 13.75 ac C Sw 1 @ 24" RCP
* Trib. 4 10.08 ac C Sw 1 @ 30" RCP
Trib. 2 1.57 mil C Sw 2 @ 6'x 5' RCBC
Trib. 1 0.76 miz C Sw 1 @ 10' x 5' RCBC
* Extension of Existing Crossing.
A review of the Environmental Assessment and Environmental Sensitivity Maps
indicates that there are no High Quality Waters (HQW), Water Supplies (WS-1 or WS-II)
or Outstanding Resource Waters (ORW) within 1 mile of the project study area.
Based on the Best Use Classifications of the impacted streams and the absence of river
basin buffer regulations, none of the sites listed in Table 1 require "Special
Consideration".
SWMP-1
POTENTIAL IMPACTS
While there are no river basin buffer regulations currently in place, the storm drainage
systems are designed so that point source discharges are located a minimum of 50' from
any jurisdictional stream or wetland where project constraints allow.
BEST MANAGEMENT PRACTICES (BMPs)
Grass swales are the primary BMP used to filter runoff and dissipate velocities in the
drainage outfalls. If the swales end at a wetland boundary as opposed to at a stream, a
"Ditch End" will be placed at their terminus. This detail specifies that the swale will have
a minimum depth of 1' and a 3:1 rip rap slope up to natural ground.
Where project constraints do not allow for construction of a grass swale, runoff will be
discharged into a preformed scour hole.
The stormwater impacts of this project have been minimized to the greatest extent
possible through the use of grass swales and preformed scour holes.
See Table 2 for a list of the BMP types and locations.
SW MP-2

DESIGN DETAILS
Design details for the grass swales and preformed scour holes are shown on the
Roadway Design plans.
Table 2. BMP Locations
BMP Location Plan Sheet
-L- Sta. 51+05 to 51+85 (Rt.) 5
Grass Swale -L- Sta. 54+67 to 55+32 (Rt.) 6
-L- Sta. 57+24 to 57+47 (Rt.) 7
-L- Sta. 57+52 to 59+20 (Rt.) 7,8
-L- Sta. 62+75 to 62+88 (Rt.) 9
-L- Sta. 62+84 to 63+50 (Lt.) 9
-L- Sta. 64+94 to 65+73 (Rt.) 9
-L- Sta. 67+80 to 68+60 (Rt.) 10
-L- Sta. 71+65 to 72+10 (Lt.) 11
-L- Sta. 72+25 to 72+60 (Rt.) 11
=L- Sta. 74+40 to 75+70 (Rt.) 12
-L- Sta. 80+60 to 81+37 (Rt.) 14
-L- Sta. 82+17 to 82+70 (Lt.) 14
-L- Sta. 88+25 to 88+89 (Rt.) 16
-L- Sta. 89+23 to 89+80 (Rt.) 16
Preformed Scour Hole -L- Sta. 51+45 (Lt.) 5
-L- Sta. 55+30 (Lt.) 6
-L- Sta. 56+00 (Lt.) 7
-L- Sta. 56+10 (Rt.) 7
-L- Sta. 73+70 (Lt.) 12
-L- Sta. 73+70 (Rt.) 12
-L- Sta. 74+38 (Rt.) 12
SW MP-3
? > ar
Issues to consider if we are to proceed from this point:
Site 1: No impacts
Site 2 Plan Sheet 5: Both sides of the proposed road will result in impacts to the
wetlands. Consider mitigation. The velocity at the outlet of the 750mm pipe should be
investigated.
Site 3 Plan Sheet 6: The construction sequence has not been finalized. The proposed
swale is similar to the existing swale.
Site 4 Plan Sheet 9: no comment
Site 5 Plan Sheet 10: The wetlands area is a breached man-made pond.
Site 6 Plan Sheets 11 and 12: Nearby old borrow pit is now being developed as a
mitigation site.
Site 7 Plan Sheet 14: no comment
Site 8 Plan Sheet 16: Upstream invert is not buried, but is below normal water surface.
It was noted that minimization for high quality wetlands was accomplished with roadway
realignment.
Meeting adjourned at 11:30am.