20100462 Ver 1_401 Application_20100610

2 0 1 0 0 4 6 2
Hobbs, Upchurch & Associates, P.A.
Consulting Engineers
300 S.W. Broad Street • Post Office Box 1737 • Southern Pines, NC 28388
June 10, 2010 9 5r r-QnV', .S?
A LW V', L?
NC DWQ, 401 i Wetlands Unit $ J-0 r
1650 Mail Service Center i * "UN 1 120t0
Raleigh, NC 27699-1650 DEVR WATER UUJALITY
V?ETLANUS AND 57'CI•t?;y?t:R'ER BRANCH
Re: Hoke County Sports Complex
Wetlands/401 Stormwater Review
HUA No. HC 1002.300 Permits
To Whom It May Concern:
On behalf of Hoke County, please find enclosed the following:
1. Two (2)-Large copies of plans
2. Three (3)-Small copies of plans
3. Five (5) Copies of PCN form
4. One (1) Copy of the USACOE JD letter
5. Check in the amount of $240.00 for review fees
We submit the enclosed items for review/approval as required for this project.
If you have any questions, or need any additional information, please feel free to call.
Sincerely,
Hobbs, Upchurc ssoc. P.A.
-Jarrod E. Hilliard, P.E., CFM
Project Manager
cc: File
Southern Pines, NC • Telephone [phone] • Fax [phone] • e-mail: [e-mail]
Hampstead - Nags Head • Charlotte • Beaufort
U.S. ARMY CORPS OF ENGINEERS
WILMINGTON DISTRICT
Action id. 201000496 County: Hoke U.S.G.S. Quad: Raeford
NOTIFICATION OF JURISDICTIONAL DE TERMINATI
e
Property Owner/Agent: Hoke Count u ?' A
y p?
Address: PO Box 210 ?iI
Raeford, NC 28376-0266 2 0 1 0 0 4 6 2
Telephone No.:
Property description:
JUN 1 ? 20.11
DENR • WATER t uAuTY
WETLANDS A14D STOR.'A 4rER BRANCH
Size (acres) approximately 1 acre Nearest Town Antioch
Nearest Waterway Raft Swamp River Basin Lumber
USGS HUC 0304,0203 Coordinates N 34.93107 W -79.21453
Location description The ?woperty is located east. of Red surine ltd (H-.vv 211i, aimroi.ithate;y 1'?0 l fret nor!ls of the
intersection of Shannon Rd and Red Sdrint! Rd in Raeford, Hoke County, North Carolina The project area is
amroxiamtely one acre of land as shown on the attached tnan
Indicate Which of the Following Apply:
A. Preliminary Determination
_ Based on preliminary information, there may be wetlands on the above described property. We strongly suggest you have
this property inspected to determine the extent of Department of the Army (DA) jurisdiction. To be considered final, a
jurisdictional determination must be verified by the Carps. This preliminary determination is not an appealable action
under the Regulatory Program Administrative Appeal Process ( Reference.33 ('FR Part 331).
B. Approved Determination
_ There are Navigable Waters of the United States within the above described property subject to the permit requirements of
Section 10 of the Rivers and Harbors Act and Section. 404 of the Clean Water Act. Unless there is a change in the law or
our published regulations, this detennination may be relied upon for a period not to exceed five years from the date of this
notification.
X There are waters of the U.S. including wetlands on the above described project area subject to the permit requirements of
Section 404 of the Clean Water Act (CWA)(33 USC § 1344). Unless there is a change in the law or our published
regulations, this determination may be relied upon for a period not to exceed five years from the date of this notification.
_ We strongly suggest you have the wetlands on your property delineated. t)ue to the size of your property and/or our
present workload, the Corps may not be able to accomplish this wetland delineation in a timely manner. For a more timely
delineation, you may wish to obtain a consultant. To be considered final, any delineation must be verified by the Corps.
X The waters of the U.S. including wetland on your project area have been delineated and the delineation has been
verified by the Corps. We strongly suggest you have this delineation surveyed. Upon completion, this survey should be
reviewed and verified by the Corps. Once verified, this survey will provide an accurate depiction of all areas subject to
CWA jurisdiction on your property which, provided there is no change in the law or our published regulations, may be
relied upon for a period not to exceed five years.
_ The wetlands have been delineated and surveyed and are accurately depicted. on the plat signed by the Corps
Regulatory official identified below on . Unless there is a change in the law or our published regulations, this
determination may be relied upon for a period not to exceed five years from the date of this notification.
_ I-here are no waters of the U.S., to utchtde wetlands, present on the above described property which are subject to the
permit requirements of Section 404 of the Clean Water Act (33 USC 1344). Unless there is a change in the law or our
published regulations, this determination may be relied upon for a period not to exceed five years from the date of this
notification.
The property is located in one of the 20 Coastal Counties subject to regulation under the Coastal Area Management Act
(LAMA). You should contact the Division of Coastal Management in Washington, NC, at [phone] to determine
their requirements.
Placement of dredged or fill material within waters of the US arid/or wetlands without a Department of the Army permit may
constitute a violation of Section 301 of the Clean Water Act (33 USG § 1311). If you have any questions regarding this
detennination and/or the Corps regulatory program, please contact Crystal Amsehler at 910-251-4170.
C. Basis For Determination
Determination was based on review of data forms submitted by the a:rent and review of USGS and Soil maps and
Aerial photography.
D. Remarks
E. Attention USDA Program Participants
This del ineation/determ in ation has been conducted to identify the limits of Corps' Clean Water Act jurisdiction for the
particular site identified in this request. The delineation/determination may not be valid Ior the wetland conservation
provisions of the Food Security Act of 1985. If you or your tenant are USDA Program participants, or anticipate participation
in USDA programs, you should request a certified wetland determination from the local office of the Natural Resources
Conservation Service, prior to starting work.
F. Appeals Information (This information applies only to approved jurisdictional determinations as indicated in
B. above)
This correspondence constitutes an approved jurisdictional determination for the above described site. If you object to this
determination., you may request an administrative appeal under Corps regulations at 33 CFR part 331. Enclosed you will find a
Notification of Appeal Process (NAP) fact sheet and request for appeal (RFA) forth. If you request to appeal this
determination you must submit a completed RFA form to the following address:
District Engineer, Wilmington Regulatory Division
Attn: Crystal Amsehler, Project Manager,
Wilmington Regulatory Field Office
69 Darlington Ave
Wilmington, North Carolina 28403
In order for an RFA to he accepted by the Corps, the Corps must determine that it is complete, that it meets the criteria for
appeal under 33 CFR part 331.5, and that it has been received by the District Office within 60 days of the date of the NAP.
Should you decide to submit an RFA form, it must be received at the above address by 7/5/2010.
**It is not necessary to submit an RFA form to the District Office if you do not object to the determination in this
correspondence.**
Corps Regulatory Official:
Date 05/03/2010 Expiration Date 05/03/2015
The Wilmington District is committed to providing the highest level of support to the public. To help us ensure we continue to
do so, please complete the Customer Satisfaction Survey located at our websitc at http_/iter2,nwp.usace,arrny.nnil/survchtml
to complete the survey online.
Copy furnished:
Dr. J. H. Carter 111 & Associates, fne EnVil-011111ental Consultants
Attn: William Mullin
515f Midland Rd
Southern Pines, NC 28387
2010046 2
1W_o0, NN A Tf;R,
1 II..J_w\J?
p Iq <
Office Use Only:
Corps action ID no.
DWQ project no.
Form Version 1.0 November 2008
Pre-Construction Notification (PCN) Form
A. Applicant Information
1. Processing
1 a. Type(s) of approval sought from the
Corps:
®Section 404 Permit ? Section 10 Permit '
1 b. Specify Nationwide Permit (NWP) number: 18 or General Permit (GP) number:
1c. Has the NWP or GP number been verified by the Corps? ® Yes ? No
1 d. 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
1e. 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
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)? ? Yes ® No
2. Project Information
2a. Name of project: Hoke County Sports Complex Culvert
2b. County: Hoke
2c. Nearest municipality / town: Raeford a S3 11:4- ° I Vvi •[;.-1. In
2d. Subdivision name:
2e. NCDOT only, T.I.P. or state
project no: JUN 1 1 20it0
3. Owner Information DE14R-MERQUALITY V&TLWS
3a. Name on Recorded Deed: Hoke County W
3b. Deed Book and Page No.
3c. Responsible Party (for LLC if
applicable):
3d. Street address: PO BOX 210
3e. City, state, zip: Raeford, NC 28376
3f. Telephone no.: 910-309-0819
3g. Fax no.: 910-875-8136
3h. Email address: [e-mail]
Page 1 of 11
PCN Form - Version 1.0 November 2008 Version
Section A. Applicant Information, continued
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: William Mullin
5b. Business name
(if applicable): Dr. J. H. Carter III & Associates, Inc Environmental Consultants
5c. Street address: 515f Midland Road
5d. City, state, zip: Southern Pines, NC 28387
5e. Telephone no.: [phone]
5f. Fax no.: [phone]
5g. Email address: [e-mail]
Page 2 of 11
PCN Form - November 2008 Version
B. Project Information and Prior Project History
1. Property Identification
1 a. Property identification no. (tax PIN or parcel ID):
1 b. Site coordinates (in decimal degrees): 34.93107'N - 79.21453'W
1c. Property size: acres
2. Surface Waters
2a. Name of nearest body of water (stream, river, etc.) to
proposed project: Raft Swamp
2b. Water Quality Classification of nearest receiving water: C;Sw
2c. River basin: Lumber 03040203
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:
A suburban sports facility is present, as well as open agricultural fields on site. the surronding are is a mix of residential
and business structures and uses.
3b. List the total estimated acreage of all existing wetlands on the property:
estimated : 40+/-
3c. List the total estimated linear feet of all existing streams (intermittent and perennial) on the property:
422 feet
3d. Explain the purpose of the proposed project:
to replace a substandard and failing culvert with a new updated culvert
3e. Describe the overall project in detail, including the type of equipment to be used:
A degrading oil barrel culvert will be replaced with a modern culvert using standard constuction equipment i.e. small
excavator, tampers and hand tools.
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?
® 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): William Mullin Agency/Consultant Company: Dr. J. H. Carter III &
Associates, Inc. Environmental Consultants
Other:
4d. If yes, list the dates of the Corps jurisdictional determinations or State determinations and attach documentation.
April 2010
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 11
PCN Form - Version 1.0 November 2008 Version
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 Type of wetland Forested (Corps - 404, 10 Area of impact (acres)
Permanent (P) or impact (if known) DWQ - non-404, other)
Temporary M
W1 ®P ? T fill culvert
install. PF01 ® Yes ? No ® Corps
? DWQ 0.007acres
W2 ? P ®T temp ® Yes [I No ® Corps
? DWQ 0.006
W3 ? P E] T El Yes El No ? Corps
? DWQ
W4 ? P ? T ? Yes ? No ? Corps
? DWQ
W5 ? P ? T ? Yes ? No ? Corps
? DWQ
W6 ? P ? T TO Yes El No El Corps
? DWQ
2g. Total wetland impacts 0.007perm + 0.006 temp
= 0.013 acres
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.
Stream impact Type of Stream name Perennial (PER) or Average stream width (feet) Impact
number - impact intermittent (INT)? length
Permanent (P) or (linear feet)
Temporary (T)
S1 ®P ? T Culvert Unnamed Trib to
Raft Swamp ? PER ® INT 2 23.58
S2 ? P ® T Erosion Unnamed Trib to ? PER ® INT 2 20.00
Control RaftSwamp
S3 ? P ? T ? PER ? INT
S4 ? P ? T ? PER ? INT
S5 ?P?T ?PER ?INT
S6 ?P?T ?PER ?INT
3g. Total stream and tributary impacts 43.58
3h. Comments:
Page 4 of 11
PCN Form - Version 1.0 November 2008 Version
C. Proposed Impacts Inventory, continued
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 o en water impacts below.
4a. 4b. 4c. 4d. 4e.
Open water
impact number Name of
waterbody
Type of impact
Waterbody type
Area of impact (acres)
- Permanent (if
(P) or applicable)
Temporary T

01 ?P?T
02 ?P?T
03 ?P?T
04 ?P?T
4f. Total open water impacts
4g. Comments:
Page 5 of 11
PCN Form - November 2008 Version
C. Proposed Impacts Inventory, continued
5. Pond or Lake Construction
If and or lake construction pro osed, then complete the chart below.
5a.

Pond ID 5b.

Proposed use or 5c.
Wetland Impacts (acres) 5d.
Stream Impacts (feet) 5e.
Upland
(acres)
number purpose of pond
Flooded
Filled
Excavated
Flooded
Filled
Excavated
Flooded
P1
P2
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):
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 ou MUST fill out Section D of this form.
6a.

Project is in which protected basin?
? Neuse ?Tar-Pamlico ? Other:
? Catawba ? Randleman
6b.
Buffer impact
number -
Permanent (P)
or Temporary
T 6c.

Reason
for impact 6d.

Stream name 6e.

Buffer
mitigation
required? 6f.

Zone 1 impact (square
feet) 6g.

Zone 2 impact
(square feet)
B1 ?P?T ?Yes ?No
B2 ?P?T ?Yes ?No
B3 ?P?T ?Yes ?No
6h. Total buffer impacts
6i. Comments:
Page 6 of 11
PCN Form - November 2008 Version
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.
The culvert proposed for use is the minimum size possible to safely replace the existing rusted oil barrel that is currently
serving as a culvert on site. Rather than construct a new crossing the existing crossing is proposed to replace the old
culvert there by maintaining the existing crossing which results in only 0.007acre of permanent impacts to wetlands and
23.58 feet of stream disturbance.
1b. Specifically describe measures taken to avoid or minimize the proposed impacts through construction techniques.
An existing crossing is being utilized in order to prevent the need for a new crossing to be built. The culvert dimensions
were kept to the minimum possible in order to result in the least amount of impacts from replacing the failing culvert.
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

El 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 wettand 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 7 of 11
PCN Form - Version 1.0 November 2008 Version
D. Impact Justification and Mitigation, continued
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 Reason for impact Total impact
(square feet) Multiplier Required mitigation
(square feet)
Zone 1 3 (2 for Catawba)
Zone 2 1.5
Total buffer mitigation required:
6c. 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).
6d. Comments:
Page 8 of 11
PCN Form - November 2008 Version
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 ? Yes ® No
within one of the NC Riparian Buffer Protection Rules?
1 b . If yes, then is a diffuse flow plan included? ? Yes ? No
2. Determination if the Project Requires a Stormwater Management Plan
2a. Does the project require a Non-404 Jurisdictional General Permit? ® Yes ? No
2b. Is the project subject to General Certification 3704 or 3705? ® Yes ? No
3. Determination of Stormwater Review Jurisdiction
3a. Is this project subject to any of the following state-implemented stormwater ? Coastal counties
management programs (check all that apply)? ? HQW
? ORW
If so, attach one copy of the approval letter from the DWO and one copy of the ? Session Law 2006-246
approved stormwater management plan. ? Other:
3b. In which local government's jurisdiction is this project? Raeford
3c. Is this local government certified to implement a state stormwater program? ? Yes ® No
If so, attach one copy of the approval letter from the local government and one copy
of the approved stormwater management plan (or one copy of the approved
Stormwater management plan stamped as approved).
4. Information Required for DWQ 401 Unit Stormwater Review
4a. What is the overall percent imperviousness according to the most current site plan? 0%
4b. Does this project contain any areas that meet the criteria for "high density" per ? Yes ® No
General Certifications 3704 and 3705?
4c. If the site is over 24% impervious and/or contains high density areas, then provide a brief narrative description of the
stormwater management plan.
4d. Has a completed BMP Supplement Form with all required items been submitted ? Yes ? No
for each stormwater BMP?
Page 9 of 11
PCN Form - Version 1.0 November 2008 Version
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)?
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
? Yes
? No
letter.)
Comments:
2. Violations (DWO 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.
culvert replacement
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.
NA
Page 10 of 11
PCN Form - Version 1.0 November 2008 Version
F. Supplementary Information, continued
6. 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 ? Yes ® No
impacts?
El Raleigh
5c. If yes, indicate the USFWS Field Office you have contacted.
? Asheville
5d. What data sources did you use to determine whether your site would impact Endangered Species or Designated Critical
Habitat?
Natural Heritage Data base search and on site inspection
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?
Natural Heritage Data base search and on site inspection
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 ® No
status (e.g., National Historic Trust designation or properties significant in
North Carolina history and archaeology)?
7b. What data sources did you use to determine whether your site would impact historic or archeological resources?
national register
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:
8c. What source(s) did you use to make the floodplain determination? NC Floodplain information system mapping
William Mullin c
June 7, 2010
Applicant/Agent's Printed Name Applican Agent's Signature
(Agent's signature is valid only if an authorization letter from the applicant Date
is provided.)
Page 11 of 11
PCN Form - November 2008 Version
. CONSTRUCTION SEQUENCE: CULVERT CONSTRUCTION REVISIONS N~~s~
SYM. DESCRIPTION DATE BY ~''~a,
- ' DUE TO THE CRITICAL NATURE OF PROJECT SITE CONSTRUCTION SEQUENCE MUST BE y TBM EIP CE MUST BE ~ REVISED NOTES (HUA) 4/27/10 JEH °°~~P; •'°°`•••°''~~b°s°y •
~ FOLLOWED IN THE ORDER PROVIDED. N: 430096.84 © ADDED STREAM IMPACTS 6/07/10 JEH t
E: 1934906.70 _ s ~ u)~i's
ELEV. 100.00 - yy 1. INSTALL SANDBAGS (SB) ON UPSTREAM SIDE OF PROPOSED TWIN 48 RCPS. REFS RCPS. REFERENCE ~ rn
- - _ CROSS SECTION THIS SHEET FOR MINIMUM CONSTRUCTION SEPERATIONS BETWEEN TH 3ETWEEN THE sy~ e ' ~°e
` AN N WN TREAM SIDE F N~~N-N~iH H~~~N~"N~H"N SANDBAGS AND CULVERT INLETS. INSTALLS DBAGS (SBj 0 DO S 0 1 ~M SIDE OF PROPOSED 100 1®® ~°°°y~••• ,••,,.•~P~`~,°••°°
TWIN 48 RCP. REFERENCE CROSS SECTION THIS SHEET FOR MINIMUM CONSTRUCTIOI INSTRUCTION EXISTING SOl ROAD ~~eaaxen~~
SEPARATION BETWEEN THE SANDBAGS AND CULVERT OUTLETS. SEE SHEET D-1.3 D-1.3 ~ ~ q ~r~~,~~~~
' L FOR SANDBAG DETAILS. i FI L WITH SO L OR ABC ~ ~ I ~ I ~ ~ ~ ~ ' ` - ~ /O TO PROV~DE COVER ! PROVID 2 MIN. COVER -
~ ( ~ ~ OVE CULVERTS
' ~ ~ 2. REMOVE EXISTING 60 OIL BARREL. PLACE SPOIL PIPE ON UPSTREAM SIDE OF TR SIDE OF TRENCH. 95 ~ 95 Q
BASED UPON WATER TABLE ELEVATION AT TIME OF EXCAVATION, UTILIZE PUMP AND F 'UMP AND FILTRATION a~
• • ~ SYSTEM AS NECESSARY VIA TEMPORARY SHORING AND DEWATERING PUMP TO A SEDII SEE SHEET D-1.3 FOR DETAILS. TO A SEDIMENT BAG. I ~ ~ ~ FIELDa FLUSH SOIL OR ~ o
! N 1 ABC (WITH EXISTING ROAD ~ ~ ~ o ~
_ ~ y ,
TBM EIP ~ 3. UNDERCUT A MINIMUM OF 4.0 BELOW AND 2.0 ON EITHER SIDE OF THE PROP( THE PROPOSED ~ ~ ~ ~ I ~ EX. 60" l~JA. OIL BARREL i p N o
N: 429853.92 < ~ - N _ , ~ ~ EX. SOIL ROAD CULVERTS. (SEE PROFILE ELEVATION THIS SHEET) UNSUITABLE SOIL SHOULD BE REM( E: 1934889.99• ~ ~ LD BE REMOVED UNTIL 9® ~ { ~ rNV. ss.o ~ ~ 90 v v ~
® SUITABLE BEARING SOILS ARE ENCOUNTERED. ELEV. 100.54 FIELD FLU , H SOIL OR ?~1 I ~ Q ~ A~C WITH EXITING ROAD ( ~ ~ ~ ~ ~ ~ VERTICAL y ~ o Z
- -
_ 4. CONSTRUCT ENDWALL PER NC DOT STANDARD No. 838.01. I 1 I 1, I I I I `ov~X
{ ~ 0 0 ~ 14 TWIN 48'~ RCP'S WITH ENDWALL ~ ~ SCALE ~ a
~ ~ t 5. BACKFILL UNDERCUT AREA WITH APPROVED NATURAL SOILS AS TESTED AND EVALU ' PROJECT LOCATION i y, A NORTH CAROLINA LICENSED GEOTECHNICAL ENGINEER AND COMPACTED TO 98% STI AND EVALUATED BY $5 j MIN. ~ INVERTS: 88.50' $5 (IN FEET) Z ~ ~ ' TO 98% STANDARD 1 inch = 5 fi•„ . Z ~ ~ o
o I EXISTING 60 PR T R N ITY R A R IRED BY GEOTECHNICAL EVALUATION. OC 0 DES O S EQU ~ -1 ~ ~ ~ i o ~ ywy,~~n
OIL BARREL
I 6. CONTACT ENGINEER 48 HOURS PRIOR TO BEGINNING CONSTRUCTION. CONTRACTOR ~ ~ ~ ~ UND~RCUT AND PROVIDE ~ ,c ~ °z :ONTRACTOR SHALL SUIT BLE COMPACTED SOIL GRAPHIC SCALE ~ 4. W
• VERIFY VIA LOCAL WEATHER FORECAST THAT NO RAINFALL EVENTS WILL OCCUR WITF OCCUR WITHIN 72 8®~ i 1 I i ~ I _50 z5 v °a ~ ~ W
HOURS OF COMPLETE INSTALLATION. CONTRACTOR SHALL MAKE CONNECTION WITHIN TION WITHIN 24 ~ ~ 1 ~ ~ ~ 80 a 50 ~ ~ ~ o ~
~ HOURS AFTER VERIFICATION OF LOCAL WEATHER FORECAST.
N u7 ~ N N N ~ m o ~N r~ M~ IN FEET ~ v~°~a
7. AFTER COMPLETE INSTALLATION PROVIDE PERMANENT STABILIZATION VIA INSTALLATI , ~ INSTALLATION OF ~i ~ ~ ~ ~i ~ ~ ~ ri ~ ( )
NATURAL VEGETATION (I.E. SHRUBS, SAPLINGS, ETC.) STABILIZE ALL DISTURBED AREAS 1 inch = 50 ft. ~ j RBED AREAS NOT ~ ~ o
COVERED BY NATURAL VEGETATION WITH SOD, NATIVE TO THE AREA. UTILIZE EXCELSI( _7E EXCELSIOR MATTING 1 +00 2+00 3+00
SCALE: 1 "=200' AS NECESSARY TO CONTAIN THE AREA. ANCHOR ALL MATTINGS AND SODS AS REQUIR AS REQUIRED. SEE PROFILE EL U TI No TWIN-4$" RCP ~
DETAIL SHEET D-1.2.
PORARY STREAM ~ SEE CONSTRUCTION SE UENCE SANDBAGS SB TEM Q ( )
,.:IMPACT LENGTH: 10.00 LF NOTE THIS SHEET
APPROXIMATE CENTERLINE CL 48" RCP PIPE OF EXISTING ROAD USED TO TEMPORARY WETLAND FUTURE 6' 24.0'
N:429603.2669 REFERENCE CULVERT PLACEMENT o NCROACHMENT AREA: 150.40 SF WIDE SHOULDER -
E:1936539.2113 0 STA. 1+00 BEGIN CONSTRUCTION (nP) EXISTING TOP OF SOlL ROAD z
OF CULVERT REPLACEMENT - ~ + CL 48" RCP PIPE
N:42958 7 PERMANENT STREAM 9.3 59 N:429602.6248 FUTURE 2:1 ? ~ EXISTING 60" BARREL J
IMPACT LENGTH: 1.0.83 LF E:1936464.4453 © E:1936545.1768
REMOVE AND DISPOSE yy OLOENDWALL ~ CONCRETE ENDWALL FOR DOUBLE a,
- - - - _ _ _ OF EX. 60 OIL BARREL PROVIDE SEDIMENT FENCE AROUND - - - ~ PERIMETER OF EXCAVATION AREA (-~,P) ~ I PIPE CULVERTS PER U} NCDOT STD. No 838.01 F--
o PROPO$ED TWIN (TYP BOTH ENDS) z
- o~ OUTSIDE OF EXISTING ROAD - ROPOSED TWIN 48" RCP'S W
- - PERMANENT WETLAND INVERT IN: 88.50' _ _ i _ _ - - _ I ~ INVERT QUT: 88.50' ~ >
ENCROACHMENT AREA: 187.07 SF
1. ~ o _ .N • ~ ~ • 1 _ LIMITS OF DISTURBANCE
o J ' ~
J I I _
3 FUTURE y 6 z Wi li_ DE SHO - _ - - - I J
z o I UDDER ~ X GROUND 4~.0' - --r I-- - - 4.0 - ~ ~ ~
+0 1 +50 w ~ w I w Z I I " ~ J I - ~ ~ ~ ~ I ~ ~ W V
o_Q I Z y o I I o
v. U ~ x l I I I w 2+00 $5 ~ ~ 40 LF 10.00% SL PE i ~ - ~ 85 _ I E- 00
Q i I I > J o~ I I Q1 . o STACKED ANDBAGS NOTE: ' ~ ~ ~ VERTICAL d'
_ ~ I I I 3 t o~ TYPICAL B TH UP & ~ LENGTH I OF CULVERT IS BASED I UPON I ~ ~ s
Z I I X N - _ w I I ~c ~ DO~UNSTREAM ~ ~ ~ ~ ~ ~ SCALE LLI I 2 _ QF-.COVER. FOR, Fl1TURE ROAR. _ p I ~ N
I_ I o: 2 R- +5 O O I I ~ ~ I t ~ (IN FEET) >
~ 3 G; r- o ~ ti ~ ~ (SEE TYPICAL ROAD SECTION (FUTURE)) II f W ~ ~ ' _ ~ L ~0 1 inch = 5 ft.
- _ - ~ Q ~ - - ~ ~ w 2~ ~O
~ o c LIMITS OF DISTURBANCE ~ ~ v~ 0+00 0+20 0+40 0+60
d ~ ~ _ - ~ - 0 UNDER PERMIT NUMBER: ~ - _ _ rnM GRAPHIC SCALE
o HOKE-2007-049 0 ~••~I-_ ~ f - o~rn
~ ~ - - ,>'.~~z~ ~1'ACKED SANDBAGS ° ~ 10
o ~ - F ~ ~ LIMITS OF DISTURBANCE I ~ UTURE ' 3-FOOT HIGH DIKE 6-FOOT WIDE BOTTOM
6 WID V RT CONSTRUCTION r E SHOO ° (CUL E ) LDE **BASED ON BAG HAVING PLACED (IN FEET)
~ ~ R ~ ~ ~ DIMENSIONS OF APPROXIMATELY 1 inch = 10 ft. z
~ EROSION CONTROL SEDIMENT FENCE 9y i 4" HIGH X 10" WIDE X 16" LONG W Z
° PER NCDNER PRACTICE No. 6.62 CL 48, RCP PIPE ~ ~ a N:429562.8545 SEE DETAIL SHEET D-1.3 ~ ~ ~ O
o .y ~ CL 48 RCP PIPE E:193~6540.8958
/ N:429563.4967
E:1936534.9303 W DS ENCROACHMENT AR ..A: o J ETLAN CROSS SCTI o TWIG-48" z > v RCP ~
PERMANENT" STREAM
~ SANDBAGS SB © TEMPORARY ENCROACHMENT 270.90 SF ( ) IMPACT LENGTH: 5.77 LF >F ~ ~
~ - PERMANENT ENCROACHMENT 311.62 SF iF `~I ®U ~ 0 :,a
TEMPORARY STREAM / TOTAL WETLAND - r' ~ z
~ ~ PERMANENT W ND ENCROACHMENT: 582.52 SF IMPACT LENGTH: 10.00 LF iF yr ~ F-
ENCROACHMENT AREA: 124.55 SF N TOTAL LAND DISTURBANCE: ~N ~ . Z ~7~ i ~ ~
PERMITTED AREA: 2778.75 SF
1= CHOKE-2007-049, MAY 4, 2007)
LEGEND: ~ TEMPORARY WETLAND 6 FILL AREA WITH SOIL ABC CULVERT AREA: 5026.21 SF ~ ENCROACHMENT AREA: 120.50 SF
~ AFTER COMPLETION OF TOTAL DISTURBED AREA: 2247.46 SF SF 36' ~~'~~ti ~ ; 0
~ CULVERT REPLACEMENT
L ~ EROSION CONTROL PERMITTING NOTEa J
i TING DELINEATED WETLAND ~ > EX S ~ ECT 6' 12' C/L 12' 6'
~ ~ _ _ _ _ _ _ _ _ STREAM IMPACT AREA: 0 0 0 0 0 0 o EROSION CONTROL SEDIMENT FENCE ID: HOKE-2007-049 FOR 25.25 ACRES, MAY 4, 2007. ~P''' U
IMIT F DISTURBANCE TEMPORARY IMPACT LENGTH 20.00 LF ~ o L S 0 ° 4.00% 2.00% 2.00% 4.00% G'~
PERMITTING NOTE. o ~ _ _ _ _ PERMANENT IMPACT LENGTH 23.58 LF t~P 21 'L
~ ( TRANCE ® N WETLAND DIS U B TOTAL STREAM
o - - - - IMPACT LENGTH: 43.58 LF THIS PROJECT CONTAINS WET SOILS AND CERTAIN VEGETATION INDICATIVE C NDICATIVE OF UNITED STATES 21 8" ABC (TYP.) JANUARY, 2010 GRASS SHOULDER {TYP.) DESIGNED: JEH
~ o ~YY1~1 EXISTING EDGE OF WOODS ARMY CORP OF ENGINEERS (USACOE) JURISDICTIONAL WETLANDS AND POS; ~ AND POSSIBLY NCDENR-DWQ
~ ~ JURISDICTIONAL STREAMS. _ _
o ~ T D~awN: JI.F N ®I ~ o CHECKED: JEH
" DUE.. TQ THE LOCATION.. OF THE CULVERT, , A USACOE 404 PERMIT NATIONWII IT NATIONWIDE 39 AND DWQ ~~E: AS SHOWN
401 APPROVAL PERMIT WILL LIKELY BE NEEDED. i o TYPICAL ROAD SECTION IS PROVIDED TO ESTABLISH CULVERT LENGTH NECESSARY FOR FUTURE ROADWAY', SHEET ND.
° y ~ SCALE. 1 -10 CONSTRUCTION IMPROVEMENTS ONLY AND SHOULD NOT BE INTERPRETED AS A ROADWAY DESIGN.
> BEFORE ANY WORK IS PERFORMED ON THIS PROJECT, THE OWNER SHOULC N 0 10 20 30 o USACOE AND NCDNER-DWQ FOR VERIFICATION OF PERMITTING REQUIREMENT JER SHOULD CONTACT THE ~ _ EQUIREMENTS.
0 _YPKCAL ECTI 0 N FUTURE ~ . -o 1
~ NO WORK SHALL BE PERFORMED UNTIL WRITTEN APPROVAL HAS BEEN OBT ~ BEEN OBTAINED BY THE N.T.S
i USACOE AND NCDEER-DWQ.