20090264 Ver 1_More Info Received_20090401

4
March 27, 2009
?Fg@mowp= B
APR 1 2009
NC DWQ, 401/Wetlands Unit
Attn: Ms. Cyndi Karoly, Supervisor DENR -WATER QUALITY
WETLANDS AND STORMWATER BRANCH
1650 Mail Service Center
Raleigh, NC 27699-1650
Subject: City of Fayetteville - Stonebrook Outfall Improvements
UT to Branson Creek [030615,18-27-5-1, C]
Dear Ms. Karoly:
Per your March 19, 2009 letter, I have enclosed 5 copies of the following items:
1. 401 Oversight/Express Permitting PCN Submittal Checklist
2. Photographs of the existing condition of the culvert:
a. The culvert outfall
b. The slope failure next to the outfall
3. A location map for the project.
4. Project boundaries identified on:
a. Cumberland County soil survey
b. USGS 1:24,000 topographic map
I have indicated on the submittal checklist those items "Not applicable" as well as those
items submitted in the original package.
Should you have any questions about the project or need further information, please feel
free to contact me by telephone at [phone] or by email at ilarch _ci.fay.nc.us.
Thank you for your continued assistance.
Respectfully,
r/C? fl7 L?"C?-..
John H. Lar E
Engineer II
JHUjhl
Enclosures
CC: Jeffery Brown, City Engineer
Bobby Teague, Director, Engineering & Infrastructure
433 HAY STREET
FAYETTEVILLE, NC 28301-5537
[phone]/FAX: [phone]
An Equal Opportunity Emnlover
www.cityoffayetteville.org
Version 1.4
January 9, 2009
401 Oversight/Express Permitting PCN Submittal Checklist
Submitted
3/16/09 ® The application fee (Checks may be made out to "N.C. Division of Water Quality"
- $240.00 for 401 Water Quality Certification with minor impacts
- $570.00 for 401 Water Quality Certification with major impacts
- Express Review Fee (Amount requested on Acceptance Letter)
Submitted ® Five (5) complete and collated copies of the PCN Application and supporting
3/16/09 documentation (instead of providing 5 copies of the full size plans you may provide two
copies of full size plans along with three copies of 11 X 17 plans)
Not ? Stormwater Management Plan (if applicable - see PCN Form Help File Section E)
Applicable 1) Please provide three (3) copies of the stormwater management plans along with all
supporting information pertaining to this project including the following:
a. Entire site development/layout plans delineating all drainage areas;
b. Design calculation sheets for all proposed BMPs) sized for both on-site and
off-site drainage;
c. BMP supplements for each proposed BMP and Required Items Check List
(http://h2o.enr.state.nc.us/su/bmp forms.htm) along with all required
items;
d. A Notarized Operation & Maintenance Agreement for each stormwater
management facility;
e. Detailed construction drawing sheets shall include
(i) Erosion and sediment control plans;
(ii) Installation and planting schedules for the proposed BMPs;
(iii) Appropriately scaled plan views and cross sectional details of all
BMPs and associated components - inlet and outlet structures,
forebay, respective zones and pertinent elevations.
Not ? If your project is located within a State implemented Riparian Buffer Rule Area, submit the
Applicable following along with site plans and PCN form:
1) Three (3) copies of the details for on-site diffuse flow provisions, (refer to
http://h2o.enr.state. ne. us/su/bmp_forms. htm).
Not ? DWQ Stream Determination Forms for streams on property and DWQ determination
Applicable letter for wetlands or streams (if applicable).
The following is the most critical of all the information that you must provide. The quality and
detail of the information will often determine the expeditiousness of the review. The following is
a checklist of the types of pertinent information required at a minimum:
Maps and Plans:
® The most recent version of the 1:24,000 USGS Topographic Map - Please cleanly draw or
delineate the site boundaries on the topographic map.
Version 1.4
January 9, 2009
® The most recent version of the bound and published County NRCS Soil Survey Map -
(required for projects within the Neuse River Basin, Tar-Pamlico River Basin, Randleman
Lake Watershed and the Catawba River Basin, also recommended for all projects) -
Please clearly delineate the site boundaries, etc. on the map. If the delineation obscures
any of the features, it is recommended that a clean copy be provided. Copies of the
current soil survey and/or soil survey map sheets can be obtained from the local NRCS
County Office (http://www.nc.nres.usda.gov/). GIS soil layers are not acceptable.
Submitted ® Vicinity map - Please clearly mark the location and approximate boundaries of the property
3/16/09 and project on the map. Please indicate north arrow and scale. Please include applicable
(on plan set) road names or State Road numbers.
Submitted ® The Site Plan - The most critical map to be provided is the site plan. You must provide full
3/16/09 sized plans. The following is the minimum list of plans that are typically needed.
(on plan set)
Submitted ® Pre-construction/Pre-existing conditions - This sheet (or sheets) must include:
3/16/09 • All jurisdictional and non-jurisdictional wetland, stream, water features, State regulated
(on plan set) buffers (delineated into Zones 1 and 2)
• Topographic contours with elevations
• Any existing structures and impervious areas
• Existing utility lines and easements
• Existing roads, culverts, and other pertinent features
• North arrow and the scale (1":50' scale is recommended).
Submitted ® Proposed conditions - This sheet (or sheets) must include:
3/16109 • All jurisdictional and non-jurisdictional wetland, stream, water features, State regulated
(on plan set) buffers (delineated into Zones 1 and 2)
• Lot layout (if a subdivision or commercial development is proposed) - lots must be
developable without further impacts to jurisdictional and non-jurisdictional wetlands
streams, water features, and State regulated buffers. Building envelopes must be
provided when streams, wetlands, riparian buffers, or water features exist on a lot
• All built-out structures and impervious cover
• Final grading contours with elevations
• All utilities and easements (including septic fields on all lots within 100 feet of stream,
wetland, or water features - if applicable)
• Impacted areas - these should correspond with the Impact numbers listed on your PCN
form.
Submitted ® Drainage Plans - Final drainage plans must include the following:
3/16/09 . Locations and pertinent elevations and sizes of the stormwater collection system and
(on plan set) drainage ways
• All inlets and outlets must also be shown with pertinent elevations (All outlets to
wetlands must be at a non-erosive velocity, generally less than 2 ft/sec during the peak
flow from the 10-yr storm)
• Scaled stormwater BMPs must also be indicated as required by DWQ rules and policies
• In certain cases (see Section E of PCN form), final stormwater management plans must
also be provided (see Stormwater Management Plan Checklist)
Submitted ® Proposed Impacts - All impacts to jurisdictional and non-jurisdictional wetland, stream,
3/16/09 water features, and State regulated buffers must be shown and labeled on the site plans at
(on plan set)
Version 1.4
January 9, 2009
a scale no smaller than 1" = 50'. All excavation, fill, flooding, stabilization, and other impacts
that will be conducted in or near jurisdictional and non-jurisdictional wetland, stream, water
features, and State regulated buffers must be indicated. Please provide cross sectional
details showing the provisions for aquatic life passage (burial of culvert 20% for culverts <_ 48
inches, and 1-foot for culverts > 48 inches).
Wetland Impacts:
Not
Applicable ? Precise grading and final elevation contours must be provided. Existing
vegetation and any clearing must be specified.
Not
Applicable ? All subsurface utility lines must indicate the location of anti-seep collars.
Construction detail for anti-seep collars must be provided.
Not
Applicable ? Roadway or other crossings of riparian wetlands may require floodway culverts to
maintain existing hydrological conditions.
Not ? Plans should show that the hydrology of remaining wetlands on the site will be
Applicable maintained.
Stream Impacts:
Submitted ® Stream impacts must be clearly shown on the plans. The centerline as well as
3/16/09 the banks of the stream must be surveyed or located by GPS for the portion of
(on plan set) the stream to be impacted.
Submitted
3/16/09 ® The inlet and the outlet of all culverts should be aligned with the stream as
(on plan set) much as possible. Inlet and outlet elevations and streambed elevations should
be indicated. Any inlet or outlet protection must be shown and enumerated on
the impact map(s).
Not ? For bottomless culverts or other spans, a vertical cross section should be
Applicable provided that shows the minimum distance from each span to each stream bank,
the stream cross section, the height of the span above the stream and the
minimum distance from the edge of each footer to each stream bank.
Additionally, please provide a signed and sealed geotechnical report of
subsurface soils at the proposed bottomless culvert location. The report must
comply with the Division of Highways - Guidelines for Drainage Studies and
Hydraulic Design, prepared by A.L. Hankins, Jr., State Hydraulics Engineer -
1999.
Not ? Multiple culverts or sectioned box culverts typically require the use of sills, off-
Applicable setting or other means to match the cross section of the existing stream (in order
to maintain stream stability and provide aquatic life passage). A vertical cross
section of the culverts should be shown overlain with the up and downstream
stream cross section including the stream flood-prone area.
Not ? Impacts associated with dam construction must indicate and enumerate all fill
Applicable associated with the dam footprint, spillway and any bank stream bank
stabilization. The length of stream impounded must also be indicated and
enumerated.
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Benson, N Carolina to Parkview Ave & Stonebrook Pl, Fayetteville, NC ... http://maps.google.com/maps?mod&sotirce=s_d&saddr--Benson&daddr=P...
Go C)SIC, Directions to Parkview Ave & Stonebrook PI, Fayetteville, NC
28305
Maps 33.5 mi - about 41 mins
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1 of 2 3/26/2009 4:30 PM I
Benson, N Carolina to Parkview Ave & Stonebrook PI, Fayetteville, NC ... http://maps.google.com/maps?mod&soLwce=s_d&saddr=Benson&daddr=P
Benson, N Carolina
® 1. Head southeast on E Main St/NC-242/NC-50 toward N Johnson St
2. Turn right to merge onto 1-95 S toward Dunn
About 23 mins
3. Take exit 56 for US-301/1-95 Bus toward Pope AFB/Fayetteville/Fort
Bragg
4. Merge onto 1-95 Bus S
About 5 mins
5. Continue on N Eastern Blvd/1-95 S Bus/US-301
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6. Turn right at Grove St/NC-210/NC-24
Continue to follow NC-210/NC-24
About 3 mins
7. Continue straight onto NC-210/NC-24/Rowan St
8. Turn left at Bragg Blvd/NC-210/NC-24
Continue to follow Bragg Blvd
About 1 min
9. Turn right at Cashwell St/Caswell St
10. Slight right at Hay St
About 2 mins
11. Turn left at Davis St
12. Turn right at Arsenal Ave
About 1 min
13. Continue on Raeford Rd
About 2 mins
14. Turn right at Rush Rd
15. Turn left at Parkview Ave
16. Turn left to stay on Parkview Ave
go 0.3 mi
total 0.3 mi
go 24.2 mi
total 24.4 mi
go 0.4 mi
total 24.8 mi
go 4.8 mi
total 29.6 mi
go 0.4 mi
total 30.0 mi
go 1.4 mi
total 31.4 mi
go 213 ft
total 31.4 mi
go 0.2 mi
total 31.6 mi
goo. 1 mi
total 31.7 mi
go 0.5 mi
total 32.2 mi
go 479 ft
total 32.3 mi
go 0.2 mi
total 32.5 mi
go 0.6 mi
total 33.1 mi
go 0.2 mi
total 33.3 mi
goo. 1 mi
total 33.5 mi
go 367 ft
total 33.5 mi
Parkview Ave & Stonebrook PI, Fayetteville, NC 28305
These directions are for planning purposes only. You may find that construction projects, traffic, weather, or other events
may cause conditions to differ from the map results, and you should plan your route accordingly. You must obey all signs
or notices regarding your route.
Map data ©2009 , Tele Atlas
2 of 2 3/26/2009 4:30 PM
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