20041913 Ver 1_Complete File_20041129

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Michael F. Easley, Governor
William G. Ross Jr., Secretary
North Carolina Department of Environment and Natural Resources
January 10, 2005
Polk County
Attn: Kiram Shihata
Post Office Box 308
Columbus, NC 28722
Subject Property:
Polk County Recreational Complex
Approval of 401 Water Quality Certification with Additional Conditions
Dear Mr. Shihata:
Alan W. Klimek, P.E. Director
Division of Water Quality
DWQ Project # 04-1913
Polk County
You have our approval, in accordance with the attached conditions and those listed below, to place fill
within or otherwise impact 143 feet of streams for the purpose of recreational complex construction at the
subject property, as described within your application dated November 8, 2004 and received by the N.C.
Division of Water Quality (DWQ) on November 29, 2004. After reviewing your application, we have
decided that the impacts are covered by General Water Quality Certification Number(s) 3404 (GC3404).
The Certification(s) allows you to use Nationwide Permit(s) 14 when issued by the US Army Corps of
Engineers (USACE). In addition, you should obtain or otherwise comply with any other required federal,
state or local permits before you go ahead with your project including (but not limited to) Erosion and
Sediment Control, and Non-discharge regulations. Also, this approval to proceed with your proposed
impacts or to conduct impacts to waters as depicted in your application shall expire upon
expiration of the 404 or CAMA Permit.
This approval is for the purpose and design that you described in your application. If you change your
project, you must notify us and you may be required to send us a new application. If the property is sold,
the new owner must be given a copy of this Certification and approval letter and is thereby responsible for
complying with all conditions. If total fills for this project (now or in the future) exceed one acre of
wetland or 150 linear feet of stream, compensatory mitigation may be required as described in 15A
NCAC 2H.0506 (h). This approval requires you to follow the conditions listed in the attached
certification and any additional conditions listed below.
The Additional Conditions of the Certification are:
1. Impacts Approved
The following impacts are hereby approved as long as all of the other specific and general
conditions of this Certification (or Isolated Wetland Permit) are met. No other impacts are
approved including incidental impacts:
Amount Approved (Units) Plan Location or Reference
Stream 143 (feet)
404/LAMA Wetlands n/a (acres)
Waters n/a (acres)
401 Oversight/ Express Unit
1650 Mail Service Center, Raleigh, North Carolina 27699-1650
2321 Crabtree Boulevard, Suite 250, Raleigh, North Carolina 27604
Phone: [phone]/ FAX [phone]/ Internet: http://h2o.enr.state.no.us/ncwetiands
Non
oith e Carolina
Polk County
Page 2 of 3
January 10, 2005
2. Erosion & Sediment Control Practices
Erosion and sediment control practices must be in full compliance with all specifications
governing the proper design, installation and operation and maintenance of such Best
Management Practices in order to protect surface waters standards:
a. The erosion and sediment control measures for the project must be designed, installed,
operated, and maintained in accordance with the most recent version of the North Carolina
Sediment and Erosion Control Planning and Design Manual.
b. The design, installation, operation, and maintenance of the sediment and erosion control
measures must be such that they equal, or exceed, the requirements specified in the most
recent version of the North Carolina Sediment and Erosion Control Manual. The devices
shall be maintained on all construction sites, borrow sites, and waste pile (spoil) projects,
including contractor-owned or leased borrow pits associated with the project.
c. For borrow pit sites, the erosion and sediment control measures must be designed, installed,
operated, and maintained in accordance with the most recent version of the North Carolina
Surface Mining Manual.
d. The reclamation measures and implementation must comply with the reclamation in
accordance with the requirements of the Sedimentation Pollution Control Act.
3. No Waste, Spoil, Solids, or Fill of Any Kind
No waste, spoil, solids, or fill of any kind shall occur in wetlands, waters, or riparian areas beyond
the footprint of the impacts depicted in the Pre-Construction Notification. All construction
activities, including the design, installation, operation, and maintenance of sediment and erosion
control Best Management Practices, shall be performed so that no violations of state water quality
standards, statutes, or rules occur.
4. No Sediment & Erosion Control Measures w/n Wetlands or Waters
Sediment and erosion control measures shall not be placed in wetlands or waters to the maximum
extent practicable. If placement of sediment and erosion control devices in wetlands and waters
is unavoidable, they shall be removed and the natural grade restored within six months of the date
that the Division of Land Resources has released the project.
5. Certificate of Completion
Upon completion of all work approved within the 401 Water Quality Certification or applicable
Buffer Rules, and any subsequent modifications, the applicant is required to return the attached
certificate of completion to the 401/Wetlands Unit, North Carolina Division of Water Quality,
1650 Mail Service Center, Raleigh, NC, 27699-1650.
Violations of any condition herein set forth may result in revocation of this Certification and may result in
criminal and/or civil penalties. The authorization to proceed with your proposed impacts or to conduct
impacts to waters as depicted in your application and as authorized by this Certification, shall expire upon
expiration of the 404 or CAMA Permit.
If you do not accept any of the conditions of this Certification (associated with the approved wetland or
stream impacts), you may ask for an adjudicatory hearing. You must act within 60 days of the date that
you receive this letter. To ask for a hearing, send a written petition, which conforms to Chapter 150B of

Polk County
Page 3 of 3
January 10, 2005
the North Carolina General Statutes to the Office of Administrative Hearings, 6714 Mail Service Center,
Raleigh, N.C. 27699-6714. This certification and its conditions are final and binding unless you ask for a
hearing.
This letter completes the review of the Division of Water Quality under Section 401 of the Clean Water
Act. If you have any questions, please telephone Cyndi Karoly in the Central Office in Raleigh at 919-
733-9721 or Kevin Barnett in the DWQ Asheville Regional Office at 828-296-4500.
Sincerely,
G%?/Alan W. Klimek, P.E.
AWK/bs
Enclosures: GC 3404
Certificate of Completion
cc: McGill Associates, Post Office Box 2259, Asheville, NC 28802
USACE Asheville Regulatory Field Office
DWQ Asheville Regional Office
DLR Asheville Regional Office
File Copy
Central Files
Filename: 04-1913 Polk County REcreation Complex (Polk) 401
01/04/2005 16:10 FAX [phone] McGILL ASSOCS. 01001
FAX TRANSMITTAL
McGill
N
ASSOCTATE9
PLEASE DELIVER THE FOLLOWE\TG PAGE(S) TO:
NAME:
COMPANY: N
v I
*t-
FAX NUMBER:
DATE: PROJECT (AND PROJECT NUMBER): 0-6 ?q $
TOTAL NUMBER OF PAGE(S) ? INCLUDING COVER SHEET)
IF YOU DO NOT RECEIVE ALL PAGES OR HAVE ANY PROBLEM WITH RECEIVING THIS
TRANSMISSION, PLEASE, CALL LISA AT 1-828-252-0575
M - ?_
FROM: 1' wc4 WJ CLO
MCGZLL ASSOCIATES, P. A.
CONSULTING ENGINEERS 55 BROAD STREET
ASHEVILLE, NORTH CAROLINA 28801
TELEPHONE: [phone] / FAXNLTMPER: 1-828252-2518
Engineering • PIanD'Ing Finance
McGill Associoler. P. I. + P.Q. Box 3359. A.vheville, NC 23802 -55 Broad Streer, R gheville, NC 2$80/ -323-252-0575 - f fX 823-253-.2518
JAN-4-2005 TUE 15:46 TEL:[phone]e93 NAME:DWQ-WETLANDS P. 1
COMMENTS: ? ?h%j 14rcera A4w?ay I?Dn?-rro«1ad? IN ?a ?Arrio ?1 .`
A&Aw" toraTrC-r to er
01/04/2005 16:10 FAX [phone] McGILL ASSOCS. U002
McGiff
A S S o C 1 A T E S
January 4, 2005
Ms. Cyndi Karoly
401 Oversight / Express Review Pen-nitting Unit
1650 Mail Service Center
Raleigh, North Carolina 27699
RE: Polk County Recreational Complex
Impervious Surface
DWQ Project Number 04-1913
Dear Ms- Karoly:
Per our phone conversation on January 3, please find (3) copies of page 12 from the our
original Pre-Construction Notification that explains the total impervious area on the project.
If you have any questions, please do not hesitate to call me or Gary Wood from our
office. Thank you for your time and patience in this matter
Sincerely,
'LvicGILL ASSOCI TES, P.A. mij a ?i
MICHAEL CLARK
Cc: Kevin Barnett
M:/Projcccsi03) 36/ck ) -4-05
E n g i n e e r i. n g + P l a n n i n g F i n a n c e
McGill Assoriuic,, PA • P.O. Rr,r 2259, Asheville, VC '6802 • 55 Brood Sired, A.?hcrille. A'C MAO/
,Y2A-253-0575 • FAX ,428-1,5.,,2518
JAN-4-2805 TUE 15:46 TEL:[phone] NANE:DWQ-WETLANDS P. 2
01/04/2005 10:10 FAX [phone] McGILL ASSOCS. 0 003

If buffer mitigation is required, please discuss what type of mitigation is proposed (i.e., Donation
of Property, Conservation Easement, Riparian Buffer Re;toration / Enharicerneat, Preservation or
Payment into the Riparian Buffer Restoration Fund). Please attach all appropriate information as
identified within 15A NCAC 2B ,0242 or.0260.
M. Stormwater (DWQ Only)
Describe impervious acreage (both existing and proposed) versus total acreage on the site.
Discuss stormwater controls proposed in order to protect surface waters and wetlands
downstream from the property.
2.4I acres im er'vious versus 53 acres Pervious. Erosion control measures will be installed
and maintained. Vegetation will, be established as soon as Tactical.
XU. Sewage Disposal (DWQ Only)
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,
M11 Violations (DWQ Only)
Is this site in violation of DWQ 'k1Tetland Rules (15A NCAC 2H .0500) or any Buffer Rules?
Yes ? No
Is this an after-the-fact permit application?
Yes ? \To M.
MV. Other Circumstances (Optional);
It is the applicant's responsibility to submit the application sufficiently in advance of desired
construction dates to allow processin'g time* for these permits. However, an applicant may
choose to list constraints associated with construction or sequencing that may impose Limits ozt
work schedules draw-down schedules fog lakes, dates associated with Endangered and
Vireatened Species, accessibility problems, or other issues outside of the applicant's control),
-

-- CAn
Applieant/Agera's Signature ' Date
(Agent's signature is valid only if an authorizatior. letter from the applicant is provided.}
Paz: 12' of iZ
JAN-4-2005 TUE 15:47 TEL:[phone] NAME:DWQ-WETLANDS
io /a a/ o3
P. 3
01/04/2005 16:11 FAX [phone] McGILL ASSOCS. IIA004

If buffer mitimdon is required, please discuss what type of mitigation is proposed (i.e., Donation
of Property, Conservation Easer_zent, Riparian Buffer Restoration / Enhancement, Preservation or
Payment into thz Riparian Buffer Restoration Fund). Please attach all appropriate information as
identified within 15A NCAC 2E, .0242 or.0260.
M. Stormwater (DWQ Only)
Describe impervious acreage (both existing and proposed) versus total acreage on the site.
Discuss stormwater controls proposed in order to protect surface waters and wetlands
downstream from the property.
2.41 acres impervious versus 53 acres pervious. Erosion control measures will be installed
and maintained. Vegetation will be established as soon as practical
AIL Sewage Disposal (DWQ Only)
Clearly detail the ul`imate treatment methods and disposition (non-discharge or discharge) of
wastewater generated from the proposed project, or available capacity of the subject facility.
III. Violations (DWQ Only)
Is t17.is site in violation of DWQ Wetland Rules (15A NCAC 2H .0500) or any Buffer Rules?
Yes ? No
Is this an after-the-fact permit application?
Yes ? No,
XIV. Other Circumstances (Optional):
It is the applicant's responsibilit t to submit the application sufficiently in advance of desired
construction dates to allow processing tirne'for these permits. However, an applicant may
choose to list constraints associated with construction or sequencing thar,rnay impose linuts on
work schedules draw-down schedules for lakes, dates associated with Endangered and
T eatened Species, accessibility problems, or other issues outside of the applicant's control).
V
Applicant/Agent's Signature Date
(Agent's signature is valid only if an authorization letter from the applicant is provided.)
Pace 12 of 12
JAN-4-2005 TUE 15:47 TEL:[phone] NAME:DWO-WETLANDS P. 4
01/04/2005 16:11 FAX [phone] McGILL ASSOCS. 0 005
/-

If buffer mitigation is required, please discuss what type of mitigation is proposed (i.e., Donation
of Property, Conservation Easement, Riparian Buffer Restoration / Enhancemeat, Preservation or
Payment into the Riparian Buffe- Restoration Fund). Please attach all appropriate information as
identified within 15A NCAC 2B .0242 or.0260.
Xi. Stormwater (DWQ Only)
Describe impervious acreage (froth existing and proposed) versus total acreage on the site.
Discuss stormwater controls proposed in order to protect surface waters and wetlands
downstream from the property.
2.41 acres impervious versus >3 acres pervious. Erosion control measures will be, installed
and maintained. Vegetation will be established as soon as practical
XII. Sewage Disposal (DWQ Only)
Clearly detail the ultimate trcatmenf methods and disposition (non-discharge or discharge) of
wastewater generated from the proposed project, or available capacity of the subject facility.
MILL Violations (DWQ Only)
Is this site in violation of DWQ V?Tetland Rules (15A NCAC 2H .0500) or any Buffer Rules?
Yes ?' No
Is this an, after-the-fact pen-nit application?
Yes ? No 5,
YJV. Other Circumstances (Optional);
It is the applicant's responsibility to submit the application sufficiently in advance of desired
construction dates to allow processing time for these permits. However, an applicant may
choose to list constraints associated with construction or sequencing that may impose bruits on
work schedules (e.g., draw-down schedules for lakes, dates associated with Endangered and
P eatened Species, accessibility problems, or other issues outside of the applicant's control).
?Q P.
Applicant/Agent's Signature Date
(Agent's signature is valid only if an authorization letter from the applicant is provided.)
Page 12 of 12
JAN-4-2005 TUE 15:47 TEL:[phone] NAME:DWO-WETLANDS P. 5

V.
McGill
L A S S O C I A T E S
January 4, 2005
Ms. Cyndi Karoly
401 Oversight / Express Review Permitting Unit
1650 Mail Service Center
Raleigh, North Carolina 27699
Dear Ms. Karoly:
IAN 0 6 2005
TJ L TY
?;t F;lrrS 'lt 2BRANCH
RE: Polk County Recreational Complex
Impervious Surface
DWQ Project Number 04-1913
Per our phone conversation on January 3, please find (3) copies of page 12 from the our
original Pre-Construction Notification that explains the total impervious area on the project.
If you have any questions, please do not hesitate to call me or Gary Wood from our
office. Thank you for your time and patience in this matter
Sincerely,
McGILL ASSOC TES, P.A.
MICHAEL CLARK
Cc: Kevin Barnett
Wprojects/03198/ckl-4-05
E n g i n e e r i n g P l a n n i n g F i n a n c e
McGill Associates, P.A. P.O. Box 2259, Asheville, NC 28802 • 55 Broad Street, Asheville, NC 28801
828-252-0575 • FAX [phone]
1 \?
If buffer mitigation is required, please discuss what type of mitigation is proposed (i.e., Donation
of Property, Conservation Easement, Riparian. Buffer Restoration /.Enhancement, Preservation or
Payment into the Riparian Buffer Restoration Fund). Please attach all appropriate information as
identified within 15A NCAC 2B .0242 or.0260.
XI. Stormwater (DWQ Only)
Describe impervious acreage (both existing and proposed) versus total acreage on the site.
Discuss stormwater controls proposed in order to protect surface waters and wetlands
downstream from the property.
2.41 acres impervious versus 53 acres Pervious. Erosion control measures will be installed
and maintained. Vegetation will be established as soon as ractical.
XII. Sewage Disposal (DWQ Only)
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.
XIIL Violations (DWQ Only)
Is this.site in violation of DWQ Wetland Rules (15A NCAC 2H.0500) or any Buffer Rules?
Yes ? No
Is this an after-the-fact permit application?
Yes ? No
XIV. Other Circumstances (Optional):
It is the applicant's responsibility to submit the application sufficiently in advance of desired
construction dates to allow processing time for these permits. However, an applicant may
choose to list constraints associated with construction or sequencing that may impose limits on
work schedules (e.g., draw-down schedules for lakes, dates associated with Endangered and
T eatened Species, accessibility problems, or other issues outside of the applicant's control).
Applicant/Agent's Signature Date
(Agent's signature is valid only if an authorization letter from the applicant is provided.).
Page 12 of 12

If buffer mitigation is required, please discuss what type of mitigation is proposed (i.e., Donation
of Property, Conservation Easement, Riparian. Buffer Restoration / Enhancement, Preservation or
Payment into the Riparian Buffer Restoration Fund). Please attach all appropriate information as
identified within 15A NCAC 2B .0242 or.0260.
XI. Stormwater (DWQ Only)
Describe impervious acreage (both existing and proposed) versus total acreage on the site.
Discuss stormwater controls proposed in order to protect surface waters and wetlands
downstream from the property.
2.41 acres im ervious versus 53 acres pervious. Erosion control measures will be installed
and maintained. Vegetation will be established as soon as practical.
XII. -Sewage Disposal (DWQ Only)
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.
XIII. Violations (DWQ Only)
Is this. site in violation of DWQ Wetland Rules (15A NCAC 2H .0500) or any Buffer Rules?
Yes ? No
Is this an after-the-fact permit application?
Yes ? No
XIV.. Other Circumstances (Optional):
It is the applicant's responsibility to submit the application sufficiently in advance of desired
construction dates to allow processing time for these permits. However, an applicant may
choose to list constraints associated with construction or sequencing that.may impose limits on
work schedules (e.g., draw-down schedules' for lakes, dates associated with Endangered and
T eatened Species, accessibility problems, or other issues outside of the applicant's control).
--\ ,7
Cn l
Applicant/Adent's Signature Date
(Agent's signature is valid only if an authorization letter from the applicant is provided.)
Page 12 of 12

If buffer mitigation is required, please discuss what type of mitigation is proposed (i.e., Donation
of Property, Conservation Easement, Riparian.Buffer Restoration / Enhancement, Preservation or
Payment into the Riparian Buffer Restoration Fund). Please attach all appropriate information as
identified within 15A NCAC -2B .0242 or.0260.
XI. Stormwater (DWQ Only)
Describe impervious acreage (both existing and proposed) versus total acreage on the site.
Discuss stormwater controls proposed in order to protect surface waters and wetlands
downstream from the property.
2.41 acres impervious versus 53 acres pervious Erosion control measures will be installed
and maintained. Vegetation will be established as soon as ractical.
XII. Sewage Disposal (DWQ Only)
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.
XIII. Violations (DWQ Only)
Is this site in violation of DWQ Wetland Rules (15A NCAC 2H .0500) or any Buffer Rules?
Yes ? No N
Is this an after-the-fact pennit application?
Yes ? No
XIV. Other Circumstances (Optional):
It is the applicant's responsibility to submit the application sufficiently in advance of desired
construction dates to allow processing time for these permits. However, an applicant may
choose to list constraints associated with construction or sequencing that may impose limits on
work schedules (e.g.; draw-down schedules for lakes, dates associated with Endangered and
T eatened Species, accessibility problems, or other issues outside of the applicant's control).
Cn0. l l
Applicant/Agent's Signature Date
(Agent's signature is valid only if an authorization letter from the applicant is provided.)
Page 12 of 12
WA ?F
,4QG
0? Michael F. Easley, Governor

2 r William G. Ross Jr., Secretary
North Carolina Department of Environment and Natural Resources

p Alan W. Klimek, P.E. Director
Division of Water Quality
December 14, 2004
DWQ Project # 04-1913
Polk County
CERTIFIED MAIL: RETURN RECEIPT REQUESTED
Polk County
Attn: Kiram Shihata
Post Office Box 308
Columbus, NC 28722
Subject Property: Polk County Recreational Complex
REQUEST FOR MORE INFORMATION
Dear Mr. Shihata:
On November 29, 2004, the Division of Water Quality (DWQ) received your application dated
November 8, 2004 to impact 143 linear feet of streams to construct the proposed road crossing.
The DWQ has determined that your application was incomplete and/or provided inaccurate
information as discussed below. The DWQ will require additional information in order to
process your application to impact protected wetlands and/or streams on the subject property.
Therefore, unless we receive the additional information requested below, we will have to move
toward denial of your application as required by 15A NCAC 211.0506 and will place this project
on hold as incomplete until we receive this additional information. Please provide the following
information so that we may continue to review your project.
Additional Information Requested:
1. Application Details
Please provide impervious surfaces with calculations. This project may require a
stormwater management plan.
1
Please respond within three weeks of the date of this letter by sending this information to me in
writing and Kevin Barnett of the DWQ Asheville Regional Office. If we do not hear from you
within three weeks, we will assume that you no longer want to pursue this project and we will
consider the project as withdrawn.
This letter only addresses the application review and does not authorize any impacts to wetlands,
waters or protected buffers. Please be aware that any impacts requested within your application
are not authorized (at this time) by the DWQ. Please call Bob Zarzecki or Ms. Cyndi Karoly at
401 Oversight/Express Review Permitting Unit
1650 Mail Service Center, Raleigh, North Carolina 27699.1650
2321 Crabtree Boulevard, Suite 250, Raleigh, North Carolina 27604
Phone:' 919-733.1786 / FAX [phone] / Internet: httr)://h2o.enr.state.nc.us/ncwetlands
Nol Carolina
Natumii'ff
An Equal Opportunity/Affirmative Action Employer - 50% Recycled/10% Post Consumer Paper
i
mcGill
A S S O C I A T E S
November 16, 2004
Mr. John Dorney
Division of Water Quality
401 / Wetlands Unit
1650 Mail Service Center
Raleigh, North Carolina 27699-1650
Dear Mr. Domey:

401 ISSUED
.0:41913
RE: Preconstruction Notification
Proposed Polk County Recreation Complex
Polk County, North Carolina
Please find enclosed a submittal package including seven (7) copies of the executed
Preconstruction Application, location map, plan sheets and details and a $200 application fee for
the subject project.
As part of the project we will be installing 70 LF of 60" RCP that will impact 125 LF of
stream realignment to provide better flow characteristics, and the addition of 18 L.F to an existing
36" CMP. The total impact to the existing streams will be 143 LF.
If you should have any questions or comments regarding this application, do not hesitate to
call me or Bill Roark.
Sincerely,
McGILL ASSOCIATES, P
1_ L
MICHAEL CLARK
Enclosure: D cc. Dale Pennell, Karim Shihata
Nt1V ?, 9 ?004
DENR -'!%ATFR ()+, aw± qy
WEII M AND S iG:Oj, `: FZR BRMXH
E n g i n e e r i n g • P l a n n i n g • F i n a n c e
McGill Associates, P.A. • P.O. Box 2259, Asheville, NC 28802 • 55 Broad Street, Asheville, NC 28801
828-252-0575 • FAX [phone]
FIL E COPY
Office Use Only: (? Form Version October 2001
USACE Action ID No. DWQ No. 17
If any particular item is not applicable to this project, please enter "Not Applicable" or "N/A" rather than
leaving the space blank.
1. Processing
1. Check all of the approval(s) requested for this project:
® Section 404 Permit
? Section 10 Permit
® 401 Water Quality Certification
? Riparian or Watershed Buffer Rules
2. Nationwide, Regional or General Permit Number(s) Requested: 14
3. If this notification is solely a courtesy copy because written approval for the 401 Certification
is not required, check here: ?
4. If payment into the North Carolina Wetlands Restoration Program (NCWRP) is proposed for
mitigation of impacts (see section VIII - Mitigation), check here: ?
II. Applicant Information
1. Owner/Applicant Information
Name: Karim Shihata. Polk Count
Mailing Address: Polk County
Post Office Box 308
Columbus, North Carolina 28722
Telephone Number: 828-894-3301 Ext. 8 Fax Number:
E-mail Address:
2. Agent Information (A signed and dated copy of the Agent Authorization letter must be
attached if the Agent has signatory authority for the owner/applicant.)
Name:
Company Affiliation:
Mailing Address:
Telephone Number:
E-mail Address:
Fax Number:
Page 5 of 12
I
III. Project Information
Attach a vicinity map clearly showing the location of the property with respect to local
landmarks such as towns, rivers, and roads. Also provide a detailed site plan showing property
boundaries and development plans in relation to surrounding properties. Both the vicinity map
and site plan must include a scale and north arrow. The specific footprints of all buildings,
impervious surfaces, or other facilities must be included. If possible, the maps and plans should
include the appropriate USGS Topographic Quad Map and NRCS Soil Survey with the property
boundaries outlined. Plan drawings, or other maps may be included at the applicant's discretion,
so long as the property is clearly defined. For administrative and distribution purposes, the
USACE requires information to be submitted on sheets no larger than 11 by 17-inch format;
however, DWQ may accept paperwork of any size. DWQ prefers full-size construction
drawings rather than a sequential sheet version of the full-size plans. If full-size plans are
reduced to a small scale such that the final version is illegible, the applicant will be informed that
the project has been placed on hold until decipherable maps are provided.
1. Name of project: Polk County Recreation Park Complex
2. T.I.P. Project Number or State Project Number (NCDOT Only):
3. Property Identification Number (Tax
4. Location
County: Polk Nearest Town: Columbus / Mill Spring
Subdivision name (include phase/lot number):
Directions to site (include road numbers, landmarks, etc: From I-26E to US 74E, Take exit
36 toward Columbus. Merge onto 74E then take NC 108 exit # 136 towards Columbus / Mill
Spring. Turn left onto hwy 108. Site is just before Stonecutter Factory.
5. Site coordinates, if available (UTM or Lat/Long): N/A
(Note - If project is linear, such as a road or utility line, attach a sheet that separately lists the
coordinates for each crossing of a distinct waterbody.)
6. Describe the existing land use or condition of the site at the time of this application:
Wooded and partially cleared
7. Property size (acres): 73 Acres
8. Nearest body of water (stream/river/sound/ocean/lake): South Branch Little White Oak
Creek and Silver Creek.
9. River Basin: Broad River Basin
(Note - this must be one of North Carolina's seventeen designated major river basins. The
River Basin map is available at http://h2o.enr.state.ne.us/admin/maps/.)
Page 6 of 12
10. Describe the purpose of the proposed work: To construct a new recreational complex with
baseball fields, playground e uiptment, and walking trails.
11. List the type of equipment to be used to construct the project: Backhoe, Bulldozer,
Road grader, Frontend Loader, Dump Trucks
12. Describe the land use in the vicinity of this project: Residential, Commercial, Farming and
industrial.
IV. Prior Project History
If jurisdictional determinations and/or permits have been requested and/or obtained for this
project (including all prior phases of the same subdivision) in the past, please explain. Include
the USACE Action ID Number, DWQ Project Number, application date, and date permits and
certifications were issued or withdrawn. Provide photocopies of previously issued permits,
certifications or other useful information. Describe previously approved wetland, stream and
buffer impacts, along with associated mitigation (where applicable). If this is a NCDOT project,
list and describe permits issued for prior segments of the same T.I.P. project, along with
construction schedules.
V. Future Project Plans
Are any future permit requests anticipated for this project? If so, describe the anticipated work,
and provide justification for the exclusion of this work from the current application:
N. A.
VI. Proposed Impacts to Waters of the United States/Waters of the State
It is the applicant's (or agent's) responsibility to determine, delineate and map all impacts to
wetlands, open water, and stream channels associated with the project. The applicant must also
provide justification for these impacts in Section VII below. All proposed impacts, permanent
and temporary, must be listed herein, and must be clearly identifiable on an accompanying site
plan. All wetlands and waters, and all streams (intermittent and perennial) must be shown on a
delineation map, whether or not impacts are proposed to these systems. Wetland and stream
evaluation and delineation forms should be included as appropriate. Photographs may be
included at the applicant's discretion. If this proposed impact is strictly for wetland or stream
mitigation, list and describe the impact in Section VIII below. If additional space is needed for
listing or description, please attach a separate sheet.
Page 7 of 12
1. Wetland Impacts
Wetland Impact
Site Number
(indicate on ma)
Type of Impact* Area of
Impact
(acres) Located within
100-year Floodplain**
es/no Distance to
Nearest Stream
linear feet
Type of Wetland***
N.A.

* List each impact separately and identify temporary impacts. Impacts include, but are not limited to: mechanized clearing, grading, fill,
excavation, flooding, ditching/drainage, etc. For dams, separately list impacts due to both structure and flooding.
** 100-Year floodplains are identified through the Federal Emergency Management Agency's (FEMA) Flood Insurance Rate Maps
(FIRM), or FEMA-approved local floodplain maps. Maps are available through the FEMA Map Service Center at 1-800-358-9616, or
online at http://www.fema.gov.
*** List a wetland type that best describes wetland to be impacted (e.g., freshwater/saltwater marsh, forested wetland, beaver pond,
Carolina Bay, bog, etc.) `
List the total acreage (estimated) of existing wetlands on the property:
Total area of wetland impact proposed: 0
2. Stream Impacts, including all intermittent and perennial streams
Stream Impact
Site Number
(indicate on ma
Type of Impact* Length of
Impact
(linear feet
Stream Name** Average Width
of Stream
Before Impact Perennial or
Intermittent?
(please secify
1
Culvert
18' South Branch White
Oak ,
6
Perennial
2 Stream
Realignment 125, South Branch White
Oak 8' Perennial

* List each impact separately and identify temporary impacts. Impacts include, but are not limited to: culverts and associated rip-rap,
dams (separately list impacts due to both structure and flooding), relocation (include linear feet before and after, and net loss/gain),
stabilization activities (cement wall, rip-rap, crib wall, gabions, etc.), excavation, ditching/straightening, etc. If stream relocation is
proposed, plans and profiles showing the linear footprint for both the original and relocated streams must be included.
** Stream names can be found on USGS topographic maps. If a stream has no name, list as UT (unnamed tributary) to the nearest
downstream named stream into which it flows. USGS maps are available through the USGS at 1-800-358-9616, or online at
%vww.usgs.gov. Several intemet sites also allow direct download and printing of USGS maps (e.g., www.topozone.coin
,
www.mapquest.com, etc.).
Cumulative impacts (linear distance in feet) to all streams on site: 143'
Page 8 of 12
3. Open Water Impacts, including Lakes, Ponds, Estuaries, Sounds, Atlantic Ocean and any
other Water of the U.S.
Open Water Impact
Site Number
(indicate on ma
Type of Impact* Area of
Impact
(acres) Name of Waterbody
(if applicable) Type of Waterbody
(lake, pond, estuary, sound,
bay, ocean, etc.
0

* List each impact separately and identify temporary impacts. Impacts include, but are not limited to: fill, excavation, dredging,
flooding, drainage, bulkheads, etc.
4. Pond Creation
If construction of a pond is 'proposed, associated wetland and stream impacts should be
included above in the wetland and stream impact sections. Also, the proposed pond should
be described here and illustrated on any maps included with this application.
Pond to be created in (check all that apply): ? uplands ? stream ? wetlands
Describe the method of construction (e.g., dam/embankment, excavation, installation of
draw-down valve or spillway, etc.):
Proposed use or purpose of pond (e.g., livestock watering, irrigation, aesthetic, trout pond,
local stormwater requirement, etc.):
Size of watershed draining to pond: Expected pond surface area:
VII. Impact Justification (Avoidance and Minimization)
Specifically describe measures taken to avoid the proposed impacts. It may be useful to provide
information related to site constraints such as topography, building ordinances, accessibility, and
financial viability of the project. The applicant may attach drawings of alternative, lower-impact
site layouts, and explain why these design options were not feasible. Also discuss how impacts
were minimized once the desired site plan was developed. If applicable, discuss construction
techniques to be followed during construction to reduce impacts.
To the greatest extent possible, crossings have been minimized. Culverts are as short as
possible and stream revisions are only proposed as seen necessary to provide stable channel
adjacent to the proposed road embankment.
VIII. Mitigation
DWQ - In accordance with 15A NCAC 2H .0500, mitigation may be required by the NC
Division of Water Quality for projects involving greater than or equal to one acre of impacts to
freshwater wetlands or greater than or equal to 150 linear feet of total impacts to perennial
streams.
Page 9 of 12
USACE - In accordance with the Final Notice of Issuance and Modification of Nationwide
Permits, published in the Federal Register on March 9, 2000, mitigation will be required when
necessary to ensure that adverse effects to the aquatic environment are minimal. Factors
including size and type of proposed impact and function and relative value of the impacted
aquatic resource will be considered in determining acceptability of appropriate and practicable
mitigation as proposed. Examples of mitigation that may be appropriate and practicable include,
but are not limited to: reducing the size of the project; establishing and maintaining wetland
and/or upland vegetated buffers to protect open waters such as streams; and replacing losses of
aquatic resource functions and values by creating, restoring, enhancing, or preserving similar
functions and values, preferable in the same watershed.
If mitigation is required for this project, a copy of the mitigation plan must be attached in order
for USACE or DWQ to consider the application complete for processing. Any application
lacking a required mitigation plan or NCWRP concurrence shall be placed on hold as
incomplete. An applicant may also choose to review the current guidelines for stream restoration
in DWQ's Draft Technical Guide for Stream Work in North Carolina, available at
http://h2o.enr.state.nc.us/newetlands/strmgide.html.
1. Provide a brief description of the proposed mitigation plan. The description should provide
as much information as possible, including, but not limited to: site location (attach directions
and/or map, if offsite), affected stream and river basin, type and amount (acreage/linear feet)
of mitigation proposed (restoration, enhancement, creation, or preservation), a plan view,
preservation mechanism (e.g., deed restrictions, conservation easement, etc.), and a
description of the current site conditions and proposed method of construction. Please attach
a separate sheet if more space is needed.
2. Mitigation may also be made by payment into the North Carolina Wetlands Restoration
Program (NCWRP) with the NCWRP's written agreement. Check the box indicating that
you would like to pay into the NCWRP. Please note that payment into the NCWRP must be
reviewed and approved before it can be used to satisfy mitigation requirements. Applicants
will be notified early in the review process by the 401/Wetlands Unit if payment into the
NCWRP is available as an option. For additional information regarding the application.
process for the NCWRP, check the NCWRP website at hM2://h2o.enr.state.nc.us/wym/index.htni. If
use of the NCWRP is proposed, please check the appropriate box on page three and provide
the following information:
Amount of stream mitigation requested (linear feet):
Amount of buffer mitigation requested (square feet):
Amount of Riparian wetland mitigation requested (acres):
Amount of Non-riparian wetland mitigation requested (acres):
Amount of Coastal wetland mitigation requested (acres):
Page 10 of 12
IX. Environmental Documentation (DWQ Only)
Does the project involve an expenditure of public funds or the use of public (federal/state/local)
land?
Yes ® No ?
If yes, does the project require preparation of an environmental document pursuant to the
requirements of the National or North Carolina Environmental Policy Act (NEPA/SEPA)?
Note: If you are not sure whether a NEPA/SEPA document is required, call the SEPA
coordinator at [phone] to review current thresholds for environmental documentation.
Yes ? No
If yes, has the document review been finalized by the State Clearinghouse? If so, please attach a
copy of the NEPA or SEPA final approval letter.
. Yes ? No ?
X. Proposed Impacts on Riparian and Watershed Buffers (DWQ Only)
It is the applicant's (or agent's) responsibility to determine, delineate and map all impacts to
required state and local buffers associated with the project. The applicant must also provide
justification for these impacts in Section VII above. All proposed impacts must be listed herein,
and must be clearly identifiable on the accompanying site plan. All buffers must be shown on a
map, whether or not impacts are proposed to the buffers. Correspondence from the DWQ
Regional Office may be included as appropriate. Photographs may also be included at the
applicant's discretion.
Will the project impact protected riparian buffers identified within 15A NCAC 2B .0233
(Meuse), 15A NCAC 2B .0259 (Tar-Pamlico), 15A NCAC 2B .0250 (Randleman Rules and
Water Supply Buffer Requirements), or other (please identify )?
Yes ? No ® If you answered "yes", provide the following information:
Identify the square feet and acreage of impact to each zone of the riparian buffers. If buffer
mitigation is required calculate the required amount of mitigation by applying the buffer
multipliers.
Zone* Impact
(square feet Multiplier Required
Mitigation
1 3
2 1.5
Total
' Gone 1 extends out 30 feet perpendicular from near bank of channel; Zone 2 extends an
additional 20 feet from the edge of Zone 1.
Page 11 of 12
If buffer mitigation is-required, please discuss what type of mitigation is proposed (i.e., Donation
of Property, Conservation Easement, Riparian Buffer Restoration / Enhancement, Preservation or
Payment into the Riparian Buffer Restoration Fund). Please attach all appropriate information as
identified within 15A NCAC 2B .0242 or .0260.
XI. Stormwater (DWQ Only)
Describe impervious acreage (both existing and proposed) versus total acreage on the site.
Discuss stormwater controls proposed in order to protect surface waters and wetlands
downstream from the property.
XII. Sewage Disposal (DWQ Only)
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.
XIII. Violations (DWQ Only)
Is this site in violation of DWQ Wetland Rules (15A NCAC 2H.0500) or any Buffer Rules?
Yes ? No
Is this an after-the-fact permit application?
Yes ? No
XIV. Other Circumstances (Optional):
It -is the applicant's responsibility to submit the application sufficiently in advance of desired
construction dates to allow processing time for these permits. However, an applicant may
choose to list constraints associated with construction or sequencing that may impose limits on
work schedules (e.g., draw-down schedules for lakes, dates associated with Endangered and
Threatened Species, acces "bility problems, or other issues outside of the applicant's control).
Applicant/Agent's Signature Date
(Agent's signature is v d only if an authorization letter from the applicant is provided.)
Page 12 of 12
VICINITY MAP
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A S S O C I A T E S
ENGINEERING • PLANNING • FINANCE
55 BROAD STREET • ASHEVILLE, NC • PH. [phone]
}?- IN V-1?054.
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NOTE: ADDED 18 LF TO EXISTING STORM PIPE
SCALE 1' - 20'
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A S S O C I A T E S
ENGINEERING • PLANNING • FINANCE
55 BROAD STREET • ASHEVILLE, NC • PR. [phone]
I

HEADWALL
J. E. =1003.00
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70LF-60"R
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Q-1.0% GRADE/
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I. ? 02.40
Date ?l Ua ?0 -\ Who Reviewed:
( '
DWQ# 3
Plan Detail Incomplete
? Please provide a location map for the project.
? Please show all stream impacts including all fill slopes, dissipaters, and bank stabilization on the site plan.
? Please show all wetland impacts including fill slopes.on the site plan.
? Please indicate all buffer impacts on the site plan.
? Please indicate proposed lot layout as overlays on the site plan.
? Please indicate the location of the protected buffers as overlays on the site plan.
? Please locate all isolated or non-isolated wetlands, streams and other waters of the State as overlays on the site plan.
? Please provide cross section details showing the provisions for aquatic life passage. - - -- - -
? Please locate any planned sewer lines on the site plan.
? Please provide the location of any proposed stormwater.management practices as required by GC
? Please provide detail for the stormwater management practices as required by GC
? Please specify the percent of project imperviousness area based on the estimated built-out conditions.
? Please indicate all stormwater outfalls on the site plan. ?1.
? Please indicate the diffuse flow provision measures on the site plan. ;
? Please indicate whether or not the proposed impacts already been conducted.` ;
Avoidance and/or Minimization Not Provided i
? The labeled as on the plans does not appear to be necessary. Please eliminate the or provide adtiitioital
information as to why it is necessary for this project.
? This Office believes that the labeled on the plans as can be moved or reconfigured to avoid the impacts to the
Please revise the plans to avoid the impacts.
? This Office believes that the labeled on the plans as can be moved or reconfigured to minimize the impacts to the
Please revise the plans to minimize the impacts.
? The stonmwater discharges at the location on the plans labeled will not provide diffuse flow through the buffer because
. Please revise the plans and provide calculations to show that diffuse flow will be achieved through the entire buffer. If it
is not possible to achieve diffuse flow through the entire buffer then it may be necessary to provide stormwater management
practices that remove nutrients before the stormwater can be discharged through the buffer.
Other
? The application fee was insufficient because over 150 feet of stream and/or over 1 acre of wetland impacts were requested. Please
provide $ . This additional fee must be received before your application can be reviewed.
? Please complete Section(s) on the application.
? Please provide a signed copy of the application.
? Please provide copies of the application, copies of the site plans and other supporting information.
NTltigation
? of compensatory mitigation is required for this project. -Please provide a compensatory mitigation plan. The
plan must conform to the requirements in 15 A NCAC 2H.0500 and must be appropriate to the type of impacts proposed.
? Please indicate which 404 Permit the USACE would use to authorize this project. n
rb L) "k,
e?SG
Complete items 1, 2, and 3. Also complete
item 4 if Restricted Delivery is desired.
Print yourpame and address on the reverse
sp that we can return the card to you.
Attach this card to the back of the mailpiece,
or on the front if space permits.
Article Addressed to:
Polk County
Post Office Box 308
Columbus, NC 28722
DWQ# 04-1913 - Polk
A.
B. NceiAed by,
Agent
Addresse
C. Date of Deliver
D. Is delivery address om i `441 Yes
If YES, enter deliv , dress belq No
00
V??
3. Service Type
;t Certified Mail ? Express Mail
? Registered ( Return Receipt for Merchandis,
? Insured Mail ? C.O.D.
4. Restricted Delivery? (Extra Fee) ? Yes
Article Number 7224 1160.2202 2706 6981
(Transfer from service labeq -- - -
IC C:-'?R11 CeL.n .gyn. OnnA nn.v.ec.Hn DM.- D-IM inoaec_n-AAA..
UNITED STATES POSTAL SERVICE
Postage & Fees Paid
LISPS
• Sender: Please print your name, address, and ZIP+4 in this box •
NC DENR Division of Water Quality
401 Oversight/Express Unit
2321 Crabtree Boulevard, Suite 250
Raleigh, NC 27604
First-Class Mail
Permit No. G-10
Cl 1 11lIEIltlill??li?lilil?lil3llillili?t??tiiti'ii?i?t??l!lil??i?
449,
NCDENR - Division of Water Quality Check Number: 4499
Date: 11/23/2004 Check Amt:. $200.00
Tran # Invoice Type Date Reference Balance Discount Pay Amount
33789 112204 Invoice 11/22/04 Permit $200.00 $0.00 $200.00
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3. ENTIRE AREA TO BE GRADED SHALL C ANY AREA NOT CLEARED AND GRUBBED' 3. - OBTAIN CERTIFICATE OF COMPLIANCE THROUGH ON-SITE INSPECTION BY A REPRESENTATIVE OF THE NORTH ~Z' 0 ~,,0 MIN
4
R S RE UIRED BY THE GRADING PLAN SHALL BE PERFORMED CAROLINA DEPARTMENT OF ENVIRONMENT AND NATURAL RESOURCES, DIVISION OF LAND RESOURCES, 4. ALL SOIL EROSION CONTROL MEASU E Q LAND QUALITY SECTION, PRIOR TO GRADING, CLEARING OR GRUBBING. ALL EROSION CONTROL DEVICES SUCH AS SILT Z~ S, T~ ~ vl ,
FENCES, ETC., SHALL BE MAINTAINED IN WORKABLE CONDITION FOR THE LIFE OF THE PROJECT 4. - PROCEED WITH GRADING, CLEARING AND GRUBBING. MINIM ~ <v~ M
ANO SHALL BE REMOVED AT THE COMPLETION OF THE PROJECT ONLY ON THE ENGINEER S APPROVAL. PAYMENT SHALL BE CONSIDERED INCIDENTAL TO CLEARING AND GRUBBING. IF DURING 5. - SEED AND MULCH DENUDED AREA WITHIN 15 DAYS AFTER FINISHED GRADES ARE ESTABLISHED. SEED AND SOIL D =PIPE DIA, IN INCHES
THE LIFE OF THE PROJECT, A STORM CAUSES SOiI ER0510N WHICH CHANGES FNISH GRADES OR AMENDMENTS SHALL BE PLACED ON A PREPARED SEEDBED AT THE FOLLOWING RATES PER ACRE. » z T = 18 CLASS B RIPRAP
CREATES "GUWES" AND "WASHED AREAS ,THESE SHALL BE REPAIRED AT NO EXTRA COST, AND (12" WHEN INSTALLED
ALL SILT WASHED OFF OF THE PROJECT SITE ONTO ADJACENT PROPERTY SHALL BE REMOVED AS ~ MM R PERMAy~NT~,~QIy~{i~l~`( 15 TO_ AUGUST 151 DIRECTED BY THE ENGINEER AT NO EXTRA COST, THE CONTRACTOR SHALL ADHERE TO ANY LIME 4,000 LBS IN CONJUNCTION WITH ~ H FlLTER FABRIC W
APPROVED EROSION CONTROL PLANS WHETHER INDICATED IN THE CONSTRUCTION PLANS OR UNDER FERTILIZER 10-10-10 1,000 LBS { ) D ) FINAL GRADE W r
SEPARATE COVER, KY-31 FESCUE 100 LBS D 8" HUMP TO DIVERT RUNOFF 0 W N FROM EXISTING ROAD ~
STRAW MULCH 4,000 LBS, (ANCHORED) 5. DISPOSABLE MATERIAL GERMAN MILLET 40 LBS. z a
IN WASTES SHALL BE REMOVED FROM THE SITE AND PROPERLY (OR SMALL-STEMMED SUDAN GRASS ®40 LBS.) T 2"-3" COAR5 A , ~ Q E GGREGATE ~ O
A, CLEARING AND GRUBB G DISPOSED OF BY THE CONTRACTOR AT HIS EXPENSE, UNLESS SPECIFlED OTHERWISE. WIN R j MPORAR SEEDING AL~QUST 15 TO MAY 15 M NTAINS {RAILROAD BALLAST) ti a
LIME 4,000 LB5 z~
B. SOLID WASTES TO BE REMOVED, SUCH AS SIDEWALKS, CURBS, PAVEMENT, ETC,, MAY BE FERTILIZER {10-10-10) 1,000 LBS PLACED IN SPECIFlC DISPOSAL AREAS DELINEATED ON THE PLANS OR REMOVED FROM THE KY-31 FESCUE 100 LBS FlLTER FABRIC w ~
SITE AS REQUIRED BY THE SPECIFICATIONS, THIS MATERIAL SHALL HAVE A MINIMUM COVER STRAW MULCH 4,000 LBS. (ANCHORED) NOTES;
OF 2'. THE CONTRACTOR SHALL MAINTAIN SPECIFIED COMPACTION REQUIREMENTS IN THESE RYE (GRAIN) 120 LBS. AREAS. WHEN DISPOSAL SITES ARE NOT PROVIDED, THE CONTRACTOR SHALL REMOVE THIS F P
WASTE FROM THE SITE AND PROPERLY DISPOSE OF IT AT H!S EXPENSE. SERICEA LESPEDEZA (KOREAN) 50 LBS 1. A STABILIZED PAD OF CRUSHED 570NE SHALL BE LOCATED WHERE ~ ~ ~ ~ 1"''~ TRAFFIC WILL BE ENTERING OR LEAVING A CONSTRUCTION SITE TO OR ~ P°,,°°°°,, )
FROM AN EXISTING ROAD. 0 ° P~ ° a 2 ;
C, ABANDONED UTILITIES SUCH AS CULVERTS, WATER PIPE, HYDRANTS, CASTINGS, PIPE IF HYDROSEEDING, WOOD CELLULOSE MAY BE USED IN ADDITION TO STRAW MULCH AT THE RATE OF APPURTENANCES, UTILITY POLES, ETC,, SHALL BE THE PROPERTY OF THE SPECIFIC UTILITY 1,000 LBS PER ACRE, 2. STONE TO BE 2 - 3 INCH WASHED STONE RAILROAp BALLAST, ; ~ a ~°g~j ~ •
AGENCY, OR COMPANY HAVING JURISDICTION. BEFORE THE CONTRACTOR CAN REMOVE, RIPRAP APRON SIZING (PER FIG. S.O6A) Q ~ o 3, THE ENTRANCE SHALL BE MAINTAINED IN A CONDITION WHICH WILL = ° ,n
DESTROY, SALVAGE, REUSE, SELL OR STORE FOR HIS OWN USE ANY ABANDONED UTILITY, ALL SEEDING SHALL BE MAINTAINED, WATERED, ETC„ UNTIL A PERMANENT VEGETATIVE GROUND COVER IS HE MUST PRESENT TO THE OWNER WRITTEN PERMISSION FROM THE UTILITY INVOLVED. ESTABLISHED OVER ALL DISTURBED AREAS. OUTLET PIPE DIAL APRON LEN TH APRON WIO1H RIPRAP PREVENT TRACKING OR FLOWING ~ SEDIMENT ONTO PUBLIC STREETS c`~v UTLET PIPE ETER 3 x Do G SIE ; y ~a , ~
No, No, (Do) (La) (W=Oo+la) (d 50xTHiCKNE5S) OR EXISTING PAVEMENT THIS MAY REQUIRE PERIODIC TOP DRESSING °o ~ ; " ~ ~ " WITH ADDITIONAL STONE AS CONDITIONS DEMAND AND REPAIR AND/OR ,°°°°°QP,~
0, ON 511E BURNING iS AN ACCEPTABLE METHOD OF DISPOSING OF FLAMMABLE WASTES. WHEN ALL SLOPES 2:1 OR STEEPER SHALL BE COVERED BY EROSION CONTROL MATTING. BURNING IS ANTICIPATED, THE CONTRACTOR SHALL BE RESPONSIBLE FOR OBTAINING ALL 1 1 24 6 25 31 8 CLEANOUT OF ANY MEASURES USED TO TRAP SEDIMENT,
NECESSARY PERMITS AND MEETING GOVERNING CODES, THE CONTRACTOR SHALL NOi1FY 6. - MAINTAIN SOIL EROSION CONTROL MEASURES UNTIL PERMANENT GROUND COVER IS ESTABLISHED.
THE ENGINEER OR HIS REPRESENTATIVE AS TO THE SPECIFlC LOCATION OF BURNING. 2 7, - REMOVE SOIL EROSION CONTROL MEASURES AND STABILIZE THESE AREAS. 2 24" 6' 25' 31' 8" 4. ALL SEDIMENT SPILLED, DROPPED, WASHED OR TRACKED ONTO PUBLIC STREETS MUST BE REMOVED IMMEDIATELY.
3 3 18" 4,5' 15' 20' 6" 5. WHEN NECESSARY WHEELS MUST BE CLEANED TO REMOVE SEDIMENT
AFTER BURNING IS COMPLETED, PURE ASH MAY BE DISPOSED OF BY MIXING WITH FILL" " 8. - REQUEST FlNAL APPROVAL BY THE NORTH CAROLINA DEPARTMENT OF ENVIRONMENT ANO NATURAL PRIOR TO ENTERING A PUBLIC STREET WHEN WASHING IS REQUIRED 4 18" 4.5' 15" 2d g" ,
DiRT, ALL MATERIAL NOT TOTALLY BURNED SHALL BE DISPOSED OF AS SPECIFIED IN B RESOURCES, DIVISION OF LAND RESOURCES, LAND QUALITY SECTION, 4 ABOVE. THE CONTRACTOR SHALL NOT HOLD UP WORK PROGRESS FOR THE PURPOSE OF IT SHALL BE DONE ON AN AREA STABILIZED W1TH CRUSHED STONE
WAITING FORA "BURNING DAY". 5 5 30" 1.5' 20' 28' t2" WHICH DRAINS INTO AN APPROVED SEDIMENT BASIN.
6 24" 6' 25' 31' g"
IN THE EVENT EXCESSIVE GROUNDWATER OR SPRINGS ARE ENCOUNTERED MATHIN THE LIMITS OF 8 6 CONSTRUCTION, THE CONTRACTOR SHALL INSTALL NECESSARY UNDER DRAINS AND STONE 7 36" 9 25' 34 12" Z
BY THE ENGINEER. ALL WORK SHALL BE PAID BASED UPON UNIT BIDS, 7 AS DIRECTED
UNLESS SPECIFlED OTHERWISE. W Q
HE CONTRACTOR IS RESPONSIBLE FOR THE COORDINATION OF ADJUSTMENT OF ALL UTILITY 7, T Z 5 FT.
SURFACE ACCESSES WHETHER HE PERFORMS THE WORK OR A UTILITY COMPANY PERFORMS THE WORK, MIN, J
8, THE CONTRACTOR SHALL CONTROL ALL "DUST" BY PERIODIC WATERING AND SHALL PROVIDE ACCESS i EXISTING OR PROPOSED ~ 180D CU FT. ACRE 1,5 FT. GROUND ~
AT ALL TIMES FOR PROPERTY OWNERS VATHIN THE PRO~CT AREA AND FOR EMERGENCY VEHICLES, FEDERAL NPDES STORMWATER PHASE II REQUIREMENTS SHALL BE MET BY THE CONTRACTOR FOR ALL IT H S AND HAZARDOUS AREAS SHALL BE CLEARLY MARKED IN ACCORDANCE WITH THE CONSTRUCTION SITES LARGER THAN 1 ACRE EFFECTIVE MARCH 10. 2003. THESE REQUIREMENTS ARE NATURA NATURAL ~ VOLUME OF BASIN .I Q
ALL OPEN 0 C E SUMMARIZED AS FOLLOWS: GROUND SPECIFICATIONS. GROUND 2 5 FT, MAX. 1 W U
R IS XPOSEO DIRT SHALL BE SEEDED, FERTILIZED AND MULCHED 1. - IMPLEMENT THE APPROVED EROSK>N AND SEOIMENTAl10N CONTROL PLAN AND KEEP A COPY OF 9. ALL AREAS WHERE THEE E THE PLAN ON SITE. DEVIATION FROM THE APPROVED EROSION AND SEDIMENTATION CONTROL PLAN ACCORDING TO THE SPECIFICATIONS. THE FINISHED SURFACE SHALL BE TO GRADE AND SMOOTH, WILL BE CONSIDERED A VIOLATION OF THE FEDERAL NPDES GENERAL PERMIT, ^ / ~ I W 2 t 1 MIN. W~/
FREE OF ALL ROCKS LARGER THAN 3 ,EQUIPMENT TRACKS, DIRT CLODS, BUMPS, RIDGES AND EXCAVATED FlLTER FABRK; ~ ' ~ i. ' ap • » - IL ~I COMPACTED AND Q TRAP ~ B = Ill-r I GRASSED BERM
GOUGES PRIOR TO SEEDING; THE SURFAGE SHALL BE LOOSENED TO A DEPTH OF t4"-6 TO P S ED. THE CONTRACTOR SHALL NOT PROCEED WITH SEEDING OPERATIONS WITHOUT FIRST 2. - PREVENT SPILLING OF FUELS, LUBRICANTS, COOLANTS, HYDRIUILIC FLUIDS, AND ANY OTHER PETROLEUM ACCE T E PROOUCIS QN10 THE GROUND OR INTO SINtFACE WATERS. DISPOSE OF SPENT FUELS APPRQPRIATELY. R~RAP ~ 11 , 111 - W Z
- OBTAINING THE ENGINEER'S APPROVAL OF THE GRADED SURFACE, ALL SEEDING SHALL BE • -~1,~111~.r CROSS SECTION ~,II.. ~i=~ I-
PERFORMED BY A MECHANICAL HYDRO-SEEDER .NANO SEEDING SHALL BE AUTHORIZED ON AN AREA "
APPROVAL BY 1HE ENgNEER, 3. - USE HERBICIDES, PESTICIDES, AND FERTILIZER IN A MANNER CONSISTENT WITH THE FEDERAL INSECTICIDE, ~ AREA FUNGICIDE AND RODENTiCIDE ACT AND IN ACCORDANCE WITH LABEL RESTRICTIONS. ~ a~a~cr I~r-nos 2
E SPECIFlED STORM DRAIN PIPE SHALL BE CORRUGATED METAL PIPE 'Cd~+01lIRlC 1D 10. WHER ~ ATE CORRUGATED COUPLNG BANDS. 18" PIPE 4. - CONTROL MANAGEMENT AND DISPOSAL OF LITTER AND SANITARY WASTE FROM THE SITE SO THAT NO s" Baow sErnFD I " 12" DITCH DEPTH IN I ~ ~ OVERFILL 6 TOP OF DAM 12`
AASHTO M-36, WITH REROLLEO ENDS TO ACCOMMOD " SHALL BE 16 GAUGE, 24" AND 30" PIPE SHALL BE 14 GAUGE AND 36 PIPE AND OVER SHALL BE ADVERSE M~AC15 10 1MATER QUALITY OCCUR. FOR SETTLEMENT ORIGINAL GROUND 1 I W
12 GAUGE AS SPECIFlED ON THE PLANS, PIPE ANO COUPLING BANDS SHALL CONFORM TO NCDOT 103-3 POR DESIGN ~I ~ 1 I _I -Il _ 11~_ ~ SETTLED 21" MIN. II- ~ all-;i: Y
P P R 1032-4 A FOR BITUMINOUS COATED AND PARTIALLY PAVED PIPE. DIMPLE BANDS SHALL NOT 5. - MiSPECT ALL EROSION AND SEOIMENTA110N CONTROL FACILITIES EVERY SEVEN CALENDAR DAYS (TWICE IN PLAIN I E 0 SEVEN CALENDAR GAYS FOR STORMWATER DISCHARGES TO STREAMS ON THE LATEST EPA-APPROVED 303(d) TOP i~~1- - ..i
BE USED. USA AND 1MTHIN 24 HOURS OF ANY STORM EVENT OF MORE THAN 0.5 INCH OF RAIN IN A 24-HOUR , 0
M RAIN PIPE SHALL BE REINFORCED CONCRETE PIPE (RCP) CONFORMAVG TO PERIOD. MAINTAAV A RAIN GAUGE ON SITE AND KEEP A RECORD OF THE RAINFALL AMWNTS AND GATES. WHERE SPECIFlED, STOR D " " WEIR LENGTH - I I I I \ \ ; ~ 2 TYP. a
AASHTT) M-170, AS CONTAINED IN NCDOT STANDARD SPECIFICATION 1032-9 FO1R WALL B TYPE. 6. - 085ERVE STORMWATER RUNOFF DISCHARGES ANO LOOK FOR CLARITY, FLOATING SOLIDS, SUSPENDED OILS, ~ ~ ~ ~ ~ \ ~ NAIURAI
WHERE SPECIFIED, ALL STORM DRAIN PIPE SHALL BE HIGH DENSITY POLYEIHELENE (HOPE). SMOOTH OIL SHEEN AND OTHER OBVIOUS INDICATORS OF POLLUTION AND EVALUATE THE EFFECTIVENESS OF THE y ~ / I I I I I ~ ~ I I GROUND
WALL INTERIOR, WITH WATER TIGHT JOINTS, BACKFlLLED WITH # 57 WASHED STONE UP TO MIN. 8 OVER EROSION ANO SEDIMENTATION CONTROL MEASURES. IF SEDIMENTATION IS LEAVING THE DISTURBED AREA, THE TOP OF THE PIPE. HOPE PIPE USED FOR STORM DRAINAGE DETENTION SYSTEMS SHALL BE TAKE IMMEDIATE ACTION TO CONTROL THE DISCHARGE. _ EXTEND FILTER FABRIC
"HANCOR BLUE SEAL" OR APPROVED EQUAL. 7, - KEEP A RECORD OF INSPECTIONS. RECORD ANY VISIBLE SEDIMENTATION FOUND OUTgDE 1HE DISTURBED \ 6 INTO BASIN BANK
ALL CORRUGATED METAL STORM DRAIN PIPE (CMP) SHALL BE ALUMINIZED TYPE 2 CORRUGATED STEEL LIMIT ANp RECORD MEASURES TAKEN TO CLEAN UP THE SEDIMENT, MAKE THESE RECORDS AVAILABLE TO ~ ~ ~ ~ ~ \ 2;1 SIDE FILTER MAX. SLOPE
MANUFACTURED IN ACCORDANCE WITH THE REQUIREMENTS OF AASHTO M-36. THE PIPE SHALL BE THE DIVISION OF WATER QUALITY OR ITS AUTHORIZED AGENT UPON REQUEST. FABRIC 3 FT. MIN. i;1 SIDE
MANUFACTURED FROM ALUMINIZED STEEL TYPE 2 MATERIAL CONFORMING TO THE REQUIREMENTS OF MAX, SLOPE
AASHTO M-274. ALL PIPE SHALL BE FURNISHED WITH REROLLED ENDS AND SHALL BE JOINED MATH 8. - MAINTAIN EROSION AND SEDIMENT CONTROL MEASURES TO KEEP THEM OPERATING AT OPTIMUM EFFlCIENCY, HUGGER BANDS. THE USE OF DIMPLE BANDS MALL NOT BE ALLOMA:D. PIPE THROUGH 24" DIAMETER STONE SECTION w
SHALL 8E 16 GAUGE, PIPE THROUGH 42" DIAMETER SHALL BE 14 GAUGE, PIPE THROUGH 54" DIAMETER CONTACT THE ENGINEER FOR A COPY OF THE GENERAL PERMIT TO DI$~JARGE_STORMWfATER lA'r~ER J I1
SHALL BE 12 GAUGE. THE NATIONAL POLLUTANT DISCHARGE ELIMINATION SYSTEM. ¢ i
11. CONTRACTOR SHALL VERIFY ALL ELEVATIONS BEFORE INSTALLATION OF FACILITIES. VIOLATIONS OF THE NPDES STORMWATER RULES CONSTITUTE A VIOLATION OF THE FEDERAL CLEAN WATER ACT AND ARE SUBJECT TO CIVIL PENALTIES OF UP lO =27,000 PER DAY. UNDER STATE LAW, A DAILY DRAINAGE AREA WEIR IENGlTi1 WRAP WASHED STONE WITH o (U I 0 3 (ACRES) (FT.) FlLTER FABRIC AND OVERLAP oO N O U
12, CATCH BASINS CAST-IN-PLACE SHALL CONFORM TO THE REQUIREMENT'S OF NCDOT STANDARD CIVIL PENALTY OF =10,000 PER VIOLATION CAN BE ASSESSED FOR VIOLATION OF TERMS OF THE PERMIT. FINI H RA MIN. 1-0 ~ , ~ ~ ~ w cn
SPECIFICATIONS FOR ROADS AND STRUCTURES (LATEST EDITION) ARTICLES 840-1 THROUGH 840-3, 1 4.0 S EO G DE J w 3 2 8.0 MI-~m >5 ~ oo. ww
CURB INLET CATCH BASIN SHALL CONFORM TO NCDOT STANDARD DETAILS 840.02 3 8.0 » wZO~~o' o
THROUGH 840.04, DROP INLETS SHALL CONFORM TO STANDARD DETAIL 840.14. JUNCTION BOXES SHALL CONFORM TO STANDARD DETAIL 840,31, 4 10.0 1 O MiN. 3/4 WASHED STONE AGGREGATE w m I
5 12.0 Z I; . i~ ~ N ro _ _ w ~ o - I`'1 I ~II1.+~ 1~ - `".111-~1~-'=~Ir~±~ " 0] ~ ¢ cn o rn Z
13, CURB INLET FRAME, GRATE AND HOOD SHALL BE NEENAH R-3233D, PRODUCTS BY DEWEY BROS., U.S, FOUNDRY OR EQUAL., DROP INLET FRAME AND GRATE SHALL BE NEENAH R-3339A OR EQUAL. ~ DIMENSIONS SIiOWN ARE MINIMUM ` =~1-' I , 1~ 1~I-I~ --Ili ~ t-I -,1; 4 PERFORATED PVC OR CPP p ¢ U w ¢ w O ~ it 11-I _ it ~~l 1 f ~o~ovov o
FlELD INLET COVER SHALL CONFORM TO NCDOT STANDARD DETAIL 840.04, OPENING FACING UPSTREAM, -11.- f 1 111 T1_~. rlr -ICII 111r -11.11 II -1111-_ 1 II-- 11_1 ~ , I_li_1-_ II-11r
14. CONCRETE ANO MASONRY SHALL MEET THE REQUIREMENTS OF APPROPRIATE SECTION OF NCOOT 1 1_tl ~Il 1 ~Il~- _I >II i1-,111 _ I~lir:-~- -IIJ , II- ~I l ll ~11 11 I II I~ - II 1 _ _ 11
STANDARD SPECIFICATIONS FOR ROAD ANO STRUCTURES (LATEST EDITION}. CONCRETE SHALL I_I-_ I ila N T ~ll-_ -11- 1 ~ _
BE CLASS A OR B, 4000 PSI MINIMUM, MEETING THE REQUIREMENTS OF SECTION 1000, 11 ~ _ _II -III _ I-lr_ I - Il-~I _ ~ 1~ -111.-1 _ 1 ~ . II1 _ I_Ill I .11- _ I.L. _ NOTE. tll~ ~l 11_ - I I ::~~I-~ -111-
CONSTRUCTED IN ACCORDANCE WITH SECTION 825. MASONRY SHALL MEET THE REQUIREMENTS OF SECTION 1040, CONSTRUCTED IN ACCORDANCE WITH SECTION 830 ANO/OR 834. SYNTHETiC FILTER FABRIC . N -III 11~ ,Il_~ L III 1 ~~1 11_r_ 1:11_1-- 1 FABRIC w - 1~ II_1 II-~- _I 111 _ PIPE SHALL BE SLOPED TbWARDS SEDIMENT TRAP SIZE SCHEDULE - - X11-_ -11-~~~_ 1 ~ 1~11_I-1 - I I
8' MAX FOR STD. STRENGTH FABRIC ATTACHED TO POSTS WITH >sTS WITH ~ 1- 111 ~ 11 ~ _ ~II_II _ 1 .J II--~ - II-- I 11_1 - 1--~ OU T AS INDICATED ON PLANS. III1 , 1-11r -11-- _ 1 11 _ 1~11_I- nE HERS, PLACE MIN. WEIR > =111 I _ Ill- Ill =111 11_ llr
15. TOPS OF PROPOSED FRAMES AND GRATES SHALL BE FLUSH WITH FNISHED GRADE. 2" STm MATH WIRE MESH REINFORCEMENT APPROVED FASTENERS, PLACE POST SET MIN, 18" OR N ON UPHILL SIpE OF FENCE. of FENCE. TRAP LENGTH WIDTH 1 llll all11_ 1 111---~ Ill I ~ 11-- _ r , 11 W l 11;~ 1~ - I
P A T NCRETE BOXES ARE ACCEPTABLE ALTERNATIVES FOR PROPOSED CATCH BASINS. 6 MAX FOR EXTRA SIRE GTH 16. t1NDALL RE C S CO INTO GROUND FABRIC W/0 YNRE MESH POST I_I~ _Ibll 11 11 ,I~~ 1_ , ~ '=111 ~ _ 1 ~ I - =11 _ 1 1_I - POST A 65 130 8900 C,F, 12 - 1 ~il~ll I~ I 1 ~h 1
sYNTHETIC ~1 _ ill -~-..1N~~ II , , llll , , ,11.111 _ ~ _ lll'll _111=11_1
FlLTER B 85 130 5100 c,F, 8 1-,11,1 _x,11 ll ~I =~1=1LI-~ 1r11_1- FABRIC ~ ri 11 ~ l~~ , 1-11~ ,Illll_ ~I COMPACTED EARTH FlLL
CLASS A OR B - I_lll~_ ,I ~I - " ,11,11 ~ ' 1-I 1 _ l~l_1 s Dill.-I_ 1111 c 35 70 255o c,F, s _ III--~-- -111=11 II 1 ~ -111- .Il 1-~- _I II___l:~ _ll~__I r_ _
EROSION CONTROL STONE D 35' 70' 2550 C,F. 6'
24" MAX. 18" GROUND FILTER FABRIC AT CENTER MAT(, ~I 10 ~ E 50' 100' 5100 C,F, 8' " FILTER FABRIC 18
A SEE PLANS B ' MIRAFI 140 N OR EQUAL F 50' 100' 4500 C.F, 8' » (ALL LOCAT10NS) W
8 G 50' 105' 5400 C,F. 8'
SECTION A-A ~ EXCAVATE 8"x8" TRENCI H 55' 110' 6500 C.F. 10' ATE 8"x8" TRENCH UPSLOPE ALONG LINE LOCATION OF PROPOSED FRENCH DRAIN WILL BE FIELD-DETERMINED BY ENGINEER
~ OF POSTS, EXTEND FlLTI STS, EXTEND FILTER FABRIC INTO TRENCH, I 65' 150' 4800 C,F, 12'
~ STONE CHECK DAM: BACKFlLL TRENCH ANO I I SYNTHETIC ILL TRENCH AND COMPACT SOIL J 30' 70' 2180 C,F. 6'
0o STONE SHOULD BE PLACED OVER THE CHANNEL BANKS TO KEEP WATER FLIER FABRIC SHALL BE ~ FROM CUTTING AROUND THE DAM, L =THE DISTANCE SUCH THAT POINTS A BACKI.1LLEla A MIN, aF 8"
~ A AND 6 ARE OF EQUAL ELEVATION ~ K 60' 105' 6500 C.F. 10' W
~ N N HECK DAM: 1,5' J THE FOLLOWING CRITERIA SHOULD BE USED WHEN DESlG I G A C 9 MIN, "MIN. L 60' 200' 9000 C.F. 12'
j -ENSURE THAT THE DRAINAGE AREA ABOVE THE CHECK DAM DOES NOT
v EXCEED 2 ACRES, SILT FENCE
\ -KEEP THE MAXIMUM HEIGHT AT 2 FT AT THE CENTER OF THE DAM. -KEEP THE CENTER OF THE CHECK DAM AT LEAST 9 INCHES LOWER THAN
t„r ro ,rrn rnnrc w 7 u ~ 7, to A, non, lufl [I [\/ATAIJ
M 111C VVICn GUVCO Mt ivnwnr+~ vnvvnv
- KEEP THE SIDE SLOPES OF THE DAM AT 2;1 OR FLATTER, FILTER FABRIC-7 \ - STABILIZE OVERFLOW AREAS ALONG THE CHANNEL TO RESIST EROSION 1. FILTER BARRIERS SHALL BE INSPECTED 3. SEDIMENT DEPOSITS SHALL BE REMOVED REMOVED
CAUSED BY CHECK DAMS. IMMEDIATELY AFTER EACH RAINFALL AND AFTER EACH STORM EVENT AND WHEN ND WHEN SHEETIMY 1/3
DAILY DURING PROLONGED RAINFALL. DEPOSITS REACH APPROXIMATELY 1/3 3 A p REPAIR SHALL BE MADE AS NECESSARY. HEIGHT OF BARRIER.
RIPRAP CHECK DAM FACE VIEW 2, FABRIC SHALL BE REPLACED PROMPTLY IF FOUND TO BE IN DISREPAIR.
NO. DATE BY REVISION DESCRIPTION

~w~
r Ua
zN N
n
z N
Wi ~..r v
x .a
E
H
3 8" GALV, STEEL CABLE / z
HARNESS SUPPORT RING - ~U REBAR (TYP) REBAR TYP ,7.+ x
12' ~ )
CORRUGATED PIPE HARNESS SUPPORT RING DIAMETER AND FOOTAGE AS DIKE TEMPORARY FlLL z
SHOWN ON PLANS OVER TEE
a
~ TEE a
H2 15' MINIMUM ' . Vi UNLESS SPECIFIED CJ ~
I,0 OTHERWISE
z 3~ DIA, DRAINS ~
CABLE TO BE FlELD ATTACHED ' 6 ABOVE FLOW LINE a~
WITH SUITABLE FASTENERS AFTER ~ ,.,L:;.,..,,. H1 » ANCHOR GUY SCREWS ARE ATTACHED ~ ~ • ~ • ~
3/8 GALV. STEEL CABLE ; ~ INLET AND GALV. CLAMPS w
ANCHOR GUY SCREW SWALE TO INLET ° " w r~ 6
1/2" DIA. R~ x 18" LONG USE TWO {2) ANCHOR GUY SCREWS z RIPRAP APRON a
FOR EACH TIE DOwN. HARNESS SUPPORT PLAN VIEW N ~
RING TO BE USED AT 10' C.C, 12" T-SECTION SIDE ~ ° x
SECTfON AA ELEVATION Z ~
TEMPORARY FlLL w~
DIKE 4' OVER TEE WZ MIN,
SURFACE PIPE NON-PERFORATED NO tti,n~~~~ui,„~
CORRUGATED PLASTIC PIPE(S) " FRONT 1. 4000 PSl CONCRETE STANDARD Peo^~°~~~e
EXTEND PIPE TO THE END OF EACH A 3 18 MIN DAYS FlLL WORK. _ . ELEVATION
ANCHORS ~=ll~ ~ ~ r` ~ d~, 2 , ~ HEADWALL DIMENSIONS METAL PIPE _ a~'~
AT 10' O.C. SPAGNG _ ,-~,;,~II~ ill I ~ -Qo ~ ~aa NOTE; USE NEXT LARGEST SIZE FOR CONCRETE PIPE, cWn
I TEE _i~ N ~o L1J o ~o~~~ e
i, INLE RE6 REBAR (TYP) ~ a,
INSIDE Q °"a'° QP~~ SO. FT,
_I~ 18" MIN 5 DIAMETER W1 W2 H1 H2 0 E WEIGHT BASE ' ``l
MIN. ~ _ i 6" OF PIPE AREA
~ it I_~_II -
~ ~ COMPACTED SOIL FILL I i- 12"-15"-18" 3'-2" 4'-10" 1'-3" 3'-2" 1'-3" 1'-9" 1,550 7,34
5, 45' 21"-24" 3'-8" 6'-1" t'-9" 3'-8" 1'-6" 2'-3" 2,100 9,90
MiN, NOTE; CLASS B RIPRAP (LEVEL SECTION) PLACE AT 200' INTERVALS ALONG NEW D 6"
OUTLET FILL SLOPE DURING CONSTRUCTION, - r 30" 4'-2" T-2" 2'-0" 4'-2" 1'-10" 2'-9" 2,850 13,50 L
A r 36" 4'-8" 8'-4" 2'-4" 4'-8" 2'-2" 3'-3" 3 70 Z
0 17.65 W
42"-48" 5'-8" 1 " " ~ N N 0 10 3 -3 5 8 2 -11 4 3 5,600 28,60 Z
54"-60" 6'-10" 11'-9" 3'-6" 6'-8" 3'-4" 5'-2" 7,500 36,27 u.
PLAN
66"-72" 8'-1" 12'-0" 3'-8" T-7" 3'-4" 6'-2" 8,500 40.00 ~
J Q 84"-96" 9'-4" t2'-8" 4'-0" 9'-6" 3'-4" 7'-6" 10,000 44,00 W V
W I-
0
W Z
H
NOTE: - .r.,.,
z 1. CONCRETE HEADWALL RONFORCEMENT PER N.C.O,O.T.
BURY THE TOP END OF THE MATIN A TRENCH Q ~ STANDARD NO, 838.39 REVISION A.
4" OR MORE IN DEPTH. TAMP THE TRENCH FULL OF SOIL. W 0
SECURE WITH ROW OF STAPLES, 10" SPAgNG, 4" DOWN FROM THE TRENCH. OVERLAP END OF TOP STRlP 4" 2. WORK MUST BE ACCOMPLISHED SO THAT WET CONCRETE V
AND STAPLE. DOES NOT CONTACT STREAM WATER. Y J
-?II-»-1-1 " /2 0
W ~I,'~ •i, W W ~y METAL STAPLE a
OC
o y O a
yWW W .y.
W W METAL STAPLES
W
~ , •I J II
BACKFlLL MATERIAL ~ • - BACKFlLL MATEI ~ COMPACTED iN 6" LIFTS p BACKFl M ~t U LL ATERIAL o N
J, ~ COM ACTED IN ~ ~ ` . COMPACTED IN 6 LIFTS p 3 ~NOC7
~ 'i
~ r... ~ . ~ N ~ ~i M H F- ~ J~ W ' ~ 12 MAX oaom >5 a ~ ~ W W cV
' ' ! ~ MATTING SHALL BE. ~ / . : ' . NORTH AMERICAN GREEN C125, BACKFlLL MATERIAL ~ N ~ Z D j: ~ D: ~ 6 MIN ~ p~ W m ~
~ AMERICAN EXCELSI " r BACKFlLL MATEI OR EROSION COMPACTED IN 3" LIFTS 6 MIN P BACKFlLL MATERIAL Z „ ~j Z z ~ ~
aG ~ COM ACTED IN ~ ~ ~ y CONTROL BLANKET, OR EQUAL ~ t , COMPACTED IN 3 LIFTS ~ ~P, ~l: ~ ~ O ~ cn 0 m~'acnOrnz 11, ~aUwawo ~
~ ~ . - ~ .11 ~P' =L ~I_I ~O(nOUOU O
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L..--,i IC=s Ii~l_,;. I.1~;
`>y 6"
UNDISTURBED f EARTH UNDISTURBED
y• EARTH J
ALLOW 3" MIN. OVERLAP W
BETWEEN PARALLEL STRIPS STANDARD EXCAVATION PRESS ENDS OF MATTING 4 OVERCUT EXCAVATION
INTO THE SOIL AROUND STRUCTURES AND
5TAPLE SECURELY NOTE; 1. CONSTRUCTION OF TRENCHES SHALL COMPLY WITH ALL DMPLY WITH ALL FEDERAL, STATE ANO LOCAL SAFETY AND
HEAtTH REGULATIONS WHICH NAVE JURISDICTION AT THE RESPONSIBILITY TO BE FAMILIAR WITH THE APPLICABLE RI )ICT10N AT THE PROJECT SITE, IT IS THE CONTRACTOR'S APPLICABLE REGULATIONS AND FOLLOW THEM ACCORDINGLY,
J
Z
NOTES: W
1. INSTALLATION OF MATTING SHALL CONFORM TO MANUFACTURER'S REQUIREMENTS.
rn 3 2. SEE PLAN FOR CHANNEL DIMENSIONS.
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D2 NO. DATE BY REVISION DESCRIPTION