HomeMy WebLinkAbout20110072 Ver 1_401 Application_20110111SWELL
' ENGIANEERING CONSULTANTS, PC i 1 L
January 13, 2011
' US Army Corps of Engineers, Wilmington District, Regulatory Division
69 Darlington Ave.
Wilmington, NC 28403 A j
North Carolina Division of Water Quality
' 401 Wetlands Unit
1650 Mail Service Center
Raleigh, NC 27699-1650
'
Re: Pre-Construction Notification JAN 2 1 2011
Forest Hills Drive - Drainage Improvements dENR"00GUALOY
Fayetteville, North Carolina - Cumberland County
JEC Project No. 10-158-12
' To Whom It May Concern:
This submittal is a Pre-Construction Notification (PCN) for maintenance of an existing storm
' drainage system at Forest Hills Drive in Fayetteville. All construction associated with the project will
be contained within the right-of-way and/or within designated easements and temporary construction
' easements. Please find enclosed the following information and data for this project:
1. PCN Application forms (11 pp.)
2. Exhibit #1 -Project Location Map
' 3. Exhibit #2 - Cumberland County Soils Map showing project location
4. Drawing #3.0 - Existing Site Plan
5. Drawing #4.0 - Demolition Plan
' 6. Drawing #5.0 - Culverts Project Layout Plan
7. Drawing #5.1 - Concrete Culvert at Road Layout Plan
8. Drawing #5.2 - Metal Culvert at Lot Layout Plan
' 9. Drawing #6.0 - Grading & Utilities at Road Culvert
10. Drawing #6.1 - Grading & Utilities at Lot Culvert
11. Drawing #7.0 - Culvert Cross Sections
' 12. Drawing #7.1 - Culverts End Wall Details
13. Drawing #8.0 - Culverts Plan & Profile
14. Drawing #9.0 - Erosion Control Plan
15. Drawing #10.0 - Erosion Control Details-1
16. Drawing #10.1 - Erosion Control Details-2
17. Check for $570 review fee made out to the NC Division of Water Quality (with 5 copies to
NC Division of Water Quality, one (1) copy, no review fee to USACE)
The culvert system at 1922 Forest Hills Drive is significantly under-sized and lacks capacity to meet
design flow requirements of the City of Fayetteville's Stormwater Ordinance. This project includes
removal of the existing culvert system consisting of. three 36-inch reinforced concrete pipes (RCP's)
under Forest Hills Drive, the downstream junction box, and a 64-inch x 52-inch corrugated metal pipe
arch (CMPA) with headwalls. The system is located within the Forest Hills right-of-way and a storm
' Post Office Box 2294, Kernersville, NC 27285-2294 ¦ 311 South Main Street, Suite A, Kernersville, NC 27284
(336) 996-9974 ¦ Fax (336) 996-9976 ¦ www.jeweliengr.com
Forest Hills Drive Drainage Improvements
Pre-Construction Notification
January 13, 2011
Page 2 of 3
drainage easement at 1922 Forest Hills Drive. The existing system will be replaced with a double
barrel 12'S x 3'R concrete box culvert under Forest Hills Drive and a double barrel 13'-4"S x 3'-
10"R structural aluminum metal box culvert downstream of the street. Aluminum structural metal
headwalls will be placed at the upstream and downstream ends of the culvert system in the same
location as the existing concrete headwalls.
The replacement system is the same length and location
as the existing system, but with a wider footprint which
leads to some very tight fitting of the system. The
existing culvert system is constrained vertically by
existing sewer and water lines beneath the culvert and
existing ground and pavement elements above the
culvert. The proposed concrete box culvert at Forest
Hills Drive must cross over an existing 8-inch sanitary
sewer main and a 12-inch cast iron water main. Both of
these utility lines will be depressed to a lower elevation
to allow the culvert installation and still maintain the
Upstream Headwall with (3) x 36-inch RCPs required clearances between the utilities and the culvert
crossing. A portion of the sanitary system will also be
relocated horizontally to comply with minimum horizontal clearance requirements between the
proposed stormwater system and the 8-inch gravity sanitary sewer system.
' Downstream of Forest Hills Drive, the proposed concrete culvert will be connected to an aluminum
metal box culvert which discharges at the downstream outlet into Little Cross Creek. The metal box
placement is constrained horizontally by a residential dwelling on the west and a sanitary manhole on
' the east just 5 feet from the existing discharge outlet. The sewer manhole is connected to a 21-inch
concrete gravity sanitary main outfall which crosses under the discharge outlet. This constrains the
aluminum metal box culvert system both horizontally and vertically. The proposed metal outlet
' headwall will be installed parallel to and over the top of the 21-inch sanitary outfall in the same
location as the concrete headwall currently exists. The manhole is visible in the photograph below
just to the left of the existing outlet headwall.
Due to the numerous constraints (vertical and
*.: Sanitary Manhole
horizontal), the two barrel culvert system will be '
placed at the existing upstream and downstream;
inverts rather than one barrel being placed one-foot
beneath the bed of the stream. It is not possible to>
' install the culvert system with one barrel placed
beneath the stream bed, and comply with utility
clearance requirements and maintain the hydraulic,
design required by the City of Fayetteville Stormwater
Ordinance. The entire system is approximately 2661f? <;¢
measured along the centerline of the culverts.,
Downstream Heaclw II at 64"S x 52"R-inch CMPA
' SWELL
ENGINEERING CONSULTANTS,RC
Forest Hills Drive Drainage Improvements
Pre-Construction Notification
January 13, 2011
Page 3 of 3
Wing walls are to be installed on both inlet and outlet ends of the culvert with riprap at the wing
wall/stream bank connection to provide stability and armoring at the wing walls where they transition
from the new headwall width to the existing stream banks.
If you have any questions or need additional information, please feel free to contact me at 336-996-
9974_
Sincerely yours,
' JEWELL Engineering Consultants, PC
C. Douglas Jewell, P , President
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C: Mary DePina, El, Engineering and Infrastructure, City of Fayetteville (w/ enclosures)
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' EWELL
ENGINEERING CONSULTANTS,PC
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20110072
Office Use Only:
Corps action ID no.
DWQ project no.
Form Version 1.3 Dec 10 2008
Pre-Construction Notification PCN Form
A. Applicant Information &I A 11
1. Processing
1 a. Type(s) of approval sought from the
Corps:
®Section 404 Permit El Section 10 Permit
1 b. Specify Nationwide Permit (NWP) number: 3 or General Permit (GP) number:
1c. Has the NWP or GP number been verified by the Corps? ® Yes ? No
1d. Type(s) of approval sought from the DWQ (check all that apply):
® 401 Water Quality Certification - Regular ? Non-404 Jurisdictional General Permit
? 401 Water Quality Certification - Express ? Riparian Buffer Authorization
le. Is this notification solely for the record
because written approval is not required? For the record only for DWQ 401
Certification:
® 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 ® No
1 g. Is the project located in any of NC's twenty coastal counties. If yes, answer 1 h
below. ? Yes ® No
1h. Is the project located within a NC DCM Area of Environmental Concern (AEC)? ? Yes ® No
2. Project Information p
2a. Name of project: Forest Hills Drive Drainage Improvements
2b. County: Cumberland JAN
2c. Nearest municipality / town: City of Fayetteville
2d.
2e. Subdivision name:
NCDOT only, T.I.P. or state
project no: Forest Hills
3. Owner Information
3a. Name(s) on Recorded Deed: City of Fayetteville Stormwater Easement
3b. Deed Book and Page No. PB 24 PG 69
3c. Responsible Party (for LLC if
applicable):
Mary DePina, El
3d. Street address: 433 Hay Street
3e. City, state, zip: Fayetteville, NC 28301-5537
3f. Telephone no.: 910 433-1301
3g. Fax no.: 910 354-5171
3h. Email address: mdepina@ci.fay.nc.us
Page I of 10
PCN Form - Version 1.3 December 10, 2008 Version
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: C. Douglas Jewell, PE
5b. Business name
(if applicable): JEWELL Engineering Consultants, PC
5c. Street address: 311 South Main Street, (mailing address: P.O. Box 2294)
5d. City, state, zip: Kernersville, NC 27284 (mailing zip code: 27285-2294)
5e. Telephone no.: 336 996-9974 ext 101
5f. Fax no.: 336 996-9976
5g. Email address: djewell@jewellengr.com
Page 2 of 10
PCN Form - Version 1.3 December 10, 2008 Version
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B. Project Information and Prior Project History
1. Property Identification
1a. Property identification no. (tax PIN or parcel ID): tax PIN # 0428-35-8438 (PIN for 1922 Forest Hills Drive)
1b. Site coordinates (in decimal degrees): Latitude: 35.08348 Longitude: - 78.92040
(DD.DDDDDD) (-DD.DDDDDD)
1 c. Property size: N/A acres
2. Surface Waters
2a. Name of nearest body of water (stream, river, etc.) to
proposed project: Little Cross Creek
2b. Water Quality Classification of nearest receiving water: WS-IV
2c. River basin: Cape Fear
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:
General land use in the Forest Hills Subdivision is low to medium density residential single family detached dwellings.
3b. List the total estimated acreage of all existing wetlands on the property:
N/A
3c. List the total estimated linear feet of all existing streams (intermittent and perennial) on the property:
Total existing piped stream.length is 266 If (CL of culvert)
3d. Explain the purpose of the proposed project:
The purpose of this project is to replace an undersized culvert.
3e. Describe the overall project in detail, including the type of equipment to be used:
Existing (3) 36" RCP culvert under Forest Hills Drive will be removed and replaced with a double barrel 12'Sx3'R concrete
box culvert and the existing single 52"Rx66"S CMP will be removed and replaced with a double 13'4"S x 3'10"R metal
box culvert. Trackhoe, crane and grading equipment will be used.
4. Jurisdictional Determinations
4a. Have jurisdictional wetland or stream determinations by the
Corps or State been requested or obtained for this property /
project (including all prior phases) in the past?
Comments:
? Yes ®No ? Unknown
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): Agency/Consultant Company:
Other:
4d. If yes, list the dates of the Corps jurisdictional determinations or State determinations and attach documentation.
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.
6. Future Project Plans
6a. Is this a phased project? ? Yes ® No
6b. If yes, explain.
Page 3 of 10
PCN Form - Version 1.3 December 10, 2008 Version
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C. Proposed Impacts Inventory
1. Impacts Summary
1 a. Which sections were completed below for your project (check all that apply):
? Wetlands ® Streams - tributaries ? Buffers
? Open Waters ? 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 jurisdiction
number - Type of impact Type of wetland Forested (Corps - 404, 10 Area of impact
Permanent (P) or (if known) DWQ - non-404, other) (acres)
Temporary T
W1 ? P ? T ? Yes ? Corps
? No ? DWQ
W2 ? P ? T ? Yes ? Corps
? No ? DWQ
W3 ? P ? T ? Yes ? Corps
? No ? DWQ
W4 ? P ? T ? Yes ? Corps
? No ? DWQ
W5 ? P ? T ? Yes ? Corps
? No ? DWQ
W6 ? P ? T ? Yes ? Corps
? No ? DWQ
2g. Total wetland impacts
2h. Comments:
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 Type of jurisdiction Average Impact
number -
Permanent (P) or (PER) or
intermittent (Corps - 404, 10
DWQ - non-404 stream
width length
(linear
Temporary (T) (INT)? ,
other) (feet) feet)
S1 ? P ® T Pump around for Un-named Trib to ® PER ® Corps ' 266'
culvert installation Little Cross Creek ? INT ® DWQ 8 (piped)
32 ? P ? T ? PER ? Corps
? INT ? DWQ
S3 ? P ? T ? PER ? Corps
? INT ? DWQ
S4 ? P ? T ? PER ? Corps
? INT ? DWQ
S5 ? P ? T ? PER ? Corps
? INT ? DWQ
S6 Ell P ? T ? PER El Corps
? INT ?DWQ
3h. Total stream and tributary impacts 266 If
3i. Comments: Removal and replacement of culverts at Forest Hills Drive and adjoining residential lot draining to Little Cross
Creek.
Page 4 of 10
PCN Form -Version 1.3 December 10, 2008 Version
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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 individually list all open water impacts below.
4a. 4b. 4c. 4d. 4e.
Open water Name of waterbody
impact number - (if applicable) Type of impact Waterbody type Area of impact (acres)
Permanent (P) or
Temporary T
01 ?P?T
02 ?P?T
03 ?P?T
04 ?P?T
4f. Total open water impacts
4g. Comments:
5. Pond or Lake Construction
If and or lake construction proposed, then complete the chart below.
5a. 5b. 5c. 5d. 5e.
Pond ID
Proposed use or purpose Wetland Impacts (acres) Stream Impacts (feet) Upland
numb (acres)
er of pond
Flooded Filled Excavated Flooded Filled Excavated Flooded
P1
P2
K 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):
5k. Method of construction:
6. Buffer Impacts (for DWQ)
If project will impact a protected riparian buffer, then complete the chart below. If yes, then individually list all buffer impacts
below. If an impacts require mitigation, then you MUST fill out Section D of this form.
6a.
? Neuse ? Tar-Pamlico ? Other:
Project is in which protected basin? ? Catawba ? Randleman
6b. 6c. 6d. 6e. 6f. 6g.
Buffer impact
number -
Permanent (P) or Reason
for
Stream name Buffer
mitigation Zone 1 impact
(square feet) Zone 2 impact
(square feet)
Temporary T impact required?
B1 ?P?T ?Yes
? No
62 ? P ? T ? Yes
? No
B3 ?P?T ?Yes
? No
6h. Total buffer impacts
6i. Comments: -
Page 5 of 10
PCN Form - Version 1.3 December 10, 2008 Version
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D. Impact Justification and Mitigation
1. Avoidance and Minimization
1 a. Specifically describe measures taken to avoid or minimize the proposed impacts in designing project.
Use of pump around systems for sanitary and storm drainage demolition and construction, work to be done in phases to
reduce the amount of disturbance required at any one time. Design for concrete culvert in road and aluminum culvert at lot will
minimize construction activity and size of equipment needed for work.
1 b. Specifically describe measures taken to avoid or minimize the proposed impacts through construction techniques.
Concrete culverts to be installed at road with crane. Aluminum culvert at the lot does not need a crane and installation is
minimized by use of lighter vehicles and equipment during installation.
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): ? DWQ ? Corps
2c. If yes, which mitigation option will be used for this
project? ? 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 Quantity
3c. Comments:
4. Complete if Making 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: ? warm ? cool ?cold
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 1.3 December 10, 2008 Version
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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
buffer mitigation? ? Yes ® No
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.
Zone 6c.
Reason for impact 6d.
Total impact
(square feet)
Multiplier 6e.
Required mitigation
(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,
permittee responsible riparian buffer restoration, payment into an approved in-lieu fee fund).
6h. Comments:
Page 7 of 10
PCN Form - Version 1.3 December 10, 2008 Version
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E. Stormwater Management and Diffuse Flow Plan (required by DWQ)
1. Diffuse Flow Plan
1a. Does the project include or is it adjacent to protected riparian buffers identified ? Yes ® No
within one of the NC Riparian Buffer Protection Rules?
1 b. If yes, then is a diffuse flow plan included? If no
explain why
,
.
Comments:
El Yes No
?
2. Stormwater Management Plan
2a. What is the overall percent imperviousness of this project? No change %
2b. Does this project require a Stormwater Management Plan? ? Yes ® No
2c. If this project DOES NOT require a Stormwater Management Plan, explain why: No development or increase in
impervious surface is associated with this activity.
2d. If this project DOES require a Stormwater Management Plan, then provide a brief, narrative description of the plan:
? Certified Local Government
2e. Who will be responsible for the review of the Stormwater Management Plan? ? DWQ Stormwater Program
? DWQ 401 Unit
3. Certified Local Government Stormwater Review
3a. In which local government's jurisdiction is this project? City of Fayetteville
® Phase II
3b. Which of the following locally-implemented stormwater management programs ? NSW
apply (check all that apply): ? USMP
? Water Supply Watershed
? Other:
3c. Has the approved Stormwater Management Plan with proof of approval been ? Yes ? No
attached?
4. DWQ Stormwater Program Review
? Coastal counties
4a.
Which of the following state-implemented stormwater management programs apply ? HQW
? ORW
(check all that apply): ? Session Law 2006-246
? Other:
4b. Has the approved Stormwater Management Plan with proof of approval been
attached? ? Yes ? No
S. DWQ 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 1.3 December 10, 2008 Version
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F. Supplementary Information
1. Environmental Documentation (DWQ Requirement)
1 a. Does the project involve an expenditure of public (federal/state/local) funds or the ® Yes ? No
use of public (federal/state) land?
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)?
1c. 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.) ? 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 ® No
2c. If you answered "yes" to one or both of the above questions, provide an explanation of the violation(s):
3. Cumulative Impacts (DWQ Requirement)
3a. Will this project (based on past and reasonably anticipated future impacts) result in ? Yes No
additional development, which could impact nearby downstream water quality?
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.
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 1.3 December 10, 2008 Version
5. Endangered Species and Designated Critical Habitat (Corps Requirement)
5a. Will this project occur in or near an area with federally protected species or
h
bit
?
®Yes ? No
a
at
5b. Have you checked with the USFWS concerning Endangered Species Act
i
?Yes ®N
mpacts? o
5c. If yes, indicate the USFWS Field Office you have contacted. ? Raleigh
? Asheville
5d. What data sources did you use to determine whether your site would impact Endangered Species or Designated Critical
Habitat?
Web site by USFWS for listing of any endangered species in this location
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?
South Atlantic Fishery Management Council Website
South Atlantic Habitat and EcoSystem IMS (Interactive map on web)
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
status (e.g., National Historic Trust designation or properties significant in
?Yes ®No
North Carolina history and archaeology)?
7b. What data sources did you use to determine whether your site would impact historic or archeological resources?
NC State of Historic Preservation Office
8. Flood Zone Designation (Corps Requirement)
8a. Will this project occur in a FEMA-designated 100-year floodplain? ® Yes ? No
8b. If yes, explain how project meets FEMA requirements: Not working in the Floodway, work to be performed in the
backwater of Little Cross Creek, purpose of project is to increase the flow capacity of the stream system with no changes
to existing ground elevations. City of Fayetteville Floodplain Administrator was contacted for required permit.
8c. What source(s) did you use to make the floodplain determination? FIRM Map Number 3720042800J, dated January 5
,
2007
Mary DePina
Applicant/Agent's Printed Name App ica t/Agent's Signature Date
(Agent's signature is valid of if an authorization letter from the applicant
is provided.)
Page 10 of 10
PCN Form - Version 1.3 December 10, 2008 Version
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"P0 1 \ Legend
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/ - Expressways
Major Roads
l Streets
Streams
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1 Lakes/Ponds
\ City of Fayetteville
Forest Hills Drive
Drainage Improvements
Project Area
•/?
1,500 0 3,000 F
(--D
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Exhibit 1 - Location Map
Forest Hills Drive Drainage Improvements
1 Scale: 1 inch = 3000 ft
Created by: KML EWELL
Checked by: EAF/CDJ
J ENOINEERINO
Date: December 2010 CONSULTANTS, PC
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