20031440 Ver 1_COMPLETE FILE_20031118

WA7'F Michael F. Easley, Governor
R
? p William G. Ross Jr., Secretary
G
O North Carolina Department of Environment and Natural Resources
r Alan W. Klimek, P. E. Director
" I Division of Water Quality
Coleen H. Sullins, Deputy Director
Division of Water Quality
February 24, 2004
DWQ Project No. 03-1440
Johnston County
Page 1 of 3
Crossroads Development Corporation
12400 NC Hwy 50 N
Willow Springs, NC 27592
Subject Property: Harvest Ridge Subdivision, SR 1309, Johnson Crossroads, NC
UT to Camp Branch [03-04-04, 27-43-15-5, C NSW (nutrient sensitive)]
APPROVAL of 401 Water Quality Certification and AUTHORIZATION CERTIFICATE per the Neuse River Buffer
Protection Rules (15A NCAC 26 .0233) with ADDITIONAL CONDITIONS
To Whom It May Concern:
You have our approval, in accordance with the attached conditions and those listed below, to place fill within or
otherwise impact 0.08 acres of wetlands, 149.5 feet of streams and 10,025 square feet (ft) of protected riparian buffers
for the purpose of constructing the proposed road (Market Farm Lane) at the subject property, as described within your
application dated November 12, 2003 including additional information provided on December 24, 2003 and February 11,
2004. After reviewing your application, we have decided that the impacts are covered by the N.C. Division of Water
Quality (DWQ) 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). This letter shall also act as your
approved Authorization Certificate for impacts'to the protected riparian buffers per 15A NCAC 2B .0233. 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 will expire when the accompanying 404 permit expires unless otherwise specified=in the General Certification.
This approval is only valid 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). For this approval to be valid, you must follow the
conditions listed in the attached certification and any additional conditions listed below.
Conditions:
1. 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.
2. No Waste, Spoil, Solids, or Fill of Any Kind
North Carolina Division of Water Quality, WETLANDS / 401 UNIT
2321 Crabtree Blvd., Raleigh, NC 27604-2260 (Location)
1650 Mail Service Center, Raleigh, NC 27699-1650 (Mailing Address)
919-733-1786 (phone), 919-733-6893 (fax), httpJ/h2o.enr.state.nc.us/ncwetlands
> 1
Crossroads Development Corporation
Page 2 of 3
February 24, 2004
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 Preconstruction Notice Application. 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.
3. 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.
4. 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.
5. Deed Notifications
Deed notifications or similar mechanisms shall be placed on all properties and lots with retained jurisdictional
wetlands, waters and protective buffers in order to assure compliance for future wetland, water and buffer impact.
These mechanisms shall be put in place prior to impacting any wetlands, waters and/or buffers approved for impact
under this Certification Approval and Authorization Certificate. You can obtain a copy of a sample deed notification
from our web site or by contacting the DWQ.
6. Diffuse Flow & Stormwater Management
An additional condition is that all stormwater shall be directed as diffuse flow at non-erosive`, velocities through the
protected stream buffers and will not re-concentrate before discharging into the stream as identified within 15A
NCAC 2B.0233(5)
In an effort to comply with the diffuse flow provision of the Buffer Rule (15A NCAC 02B .0233(5)); you have
provided the DWQ with level spreader and scour hole designs. The DWQ believes that if implemented, as per
these plans, diffuse flow will be achieved. However, if diffuse flow as per 15A NCAC 02B.0233(5) is not achieved,
then the DWQ shall be notified and corrective actions to restore diffuse flow shall betaken if necessary to impede
the formation of erosion gullies. At no time shall stormwater from the proposed development be piped directly
through the buffer without prior DWQ written authorization.
The structural stormwater practices as approved by this Office as well as drainage patterns must be maintained in
perpetuity. No changes to the structural stormwater practices shall be made without written authorization from the
Division of Water Quality. Stormwater easements shall be recorded for a distance of at least 10 feet on each side
of all stormwater conveyances, level spreaders and scour holes on all lots containing these structures including
future access for maintenance. The stormwater easements shall allow for the ability to maintain the structures,
perform an corrective actions as described above and shall provide protection of the structures from potential
alternations by future property owners.
An Operation & Maintenance (O&M) agreement signed by the current landowner must be approved by the DWQ.
This O&M agreement must transfer with the sale of the land or transfer of responsibility for the stormwater facilities
and the DWQ must be notified of the transfer.
Violations of any condition herein set forth may result in revocation of this Certification and may result in criminal and/or
civil penalties. This Certification shall become null and void unless the above conditions are made conditions of the
Federal 404 and/or coastal Area Management Act Permit. 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 the North Carolina General Statutes to the Office
t

Crossroads Development Corporation
Page 3 of 3
February 24, 2004
of Administrative Hearings, P.O. Box 27447, Raleigh, N.C. 27611-7447. This certification and its conditions are final
and binding unless you ask for a hearing.
Any disputes over determinations regarding this Authorization Certificate (associated with the approved buffer impacts)
shall be referred in writing to the Director for a decision.. The Director's decision is subject to review as provided in
Articles 3 and 4 of G.S. 150B.
This letter completes the review of the Division of Water Quality under Section 401 of the Clean Water Act and the
Neuse riparian buffer protection rule as described within 15A NCAC 213.0233. If you have any questions, please
telephone John Dorney at 919-733-9646 or Bob Zarzecki at 919-733-9726.
Sincerely,
Attachments: Certificate of Completion
GC 3404
a .Klimek, .E.,
C WQ, Director
Cc: L. George Trickey, Krause Surveying, Inc., 3708 Lyckan Parkway, Suite 204, Durham, NC 27707
USACE Raleigh Regulatory Field Office
DWQ Raleigh Regional Office
DLR Raleigh Regional Office
File Copy
Central Files
DWQ # 031440
Date: February 24, 2004
bz
;Feb 23 04 06:30P
Civil Consultants, Inc.
Fax Transmittal
To: Bob Zarveeki
Division of Water Quality
2321 Crabtree Blvd.
]Weigh, NC 27604-2260
Ph:[phone]
Fvx [phone]
!From: L. George Trickey, P.E., P.L.S.
Krouse Surveying Associates, Inc.
3708 Lycl:an Parkway
Suite 204
Muham, NC 27707
Ph- [phone]
Mobile: [phone]
Fax, (9) 9)403-0336
919-403-.0336
February 23,2W4
Subject: Harvest Ridge Subdivision in Johnston County, NC DWQ 4 03-1440
Approval Letter
t panes including this one
Bob:
1 last talked with you by phone regarding the above DWQ approval, It was my uaderstartdinY; that tile, had
addressed all of your concerns and that approval and you gave me verbal approval. € :nn jrrst clreel:in? tct
see when the written approval will be sent to us_ This would be nxrch apprvxiated.
tf you have any questions please give me a call.
Thank You, have a grcat day.
r . 1
FEB-23-2004 MU-1 17:50 TEL: [phone] t IH-ME: DWO-WETLR !D' F. 1
Feb 11 04 05:26p Civil Consultants, Inc. 919-403-0336
?f -
Fax Transmittal February 11, 2004
Revised
To: Bob Zarvecki
Division of Water Quality
2321 Crabtree Blvd.
Meigh, NC 27604-2260
Ph: [phone]
Far [phone]
From: L. George Trickey, P.E„ P.L.S.
Krause Surveying Associates, Inc.
3708 Lyckan P--My
Suite 204
fXwhanl, NC 27707
Ph. [phone]
Jklobile: [phone]
Fax.[phone]
Subject: Harvest Ridge Subdivision in Johnston ("ounty, NC UNYQ t€ 03-1441)
Address Access to Lat 3, on MArket Farin Lane
2 des including this nne
Bob,
1 moved the preformed Scour Hole outside the riparian buffer as you requested.
If you have any questions please give me a call.
'Thank. You, have a ghat day-
p.1
FEB-11-2704 k1ED 16:4$ TEL:[phone] HHHE:DHO-WETLANDS P. 1
Feb it 04 05:26p
Civil Consultants, Inc.
919-403-0336 p.2
\ \ \ t?, '-,-48" RCP W/,HEAI WALLS
\ ye" bF4VEWA7 PIPE \ \ \ 1
\ \ UNDER DRIVEWAY \ \ `'
PREFb MED
\ \ \ \ f - 'C"? 9.? \ ??" SCOUR LE 4? \
REVISED: MOVED SCOUR HOLE OUTSIDE BUFFER.
ACCESS TO LOT 3
HARVEST RIDGE SUBDIVISION
DWQ #03-1440
SCALE: 1"=50' H
NOTE: LOT THREE WILL BE LIMITED TO ACCESS BY A DRIVEWAY AS SHOWN.
THAT IS LOCATED OUTSIDE THE 50' RIPARIAN BUFFER AS SHOWN.
AS THE PIPE AND RIP-RAF' APRON LENGTH.
FEB-11-2004 WED 16:48 TEL:[phone] NAIIE:DWO-WETLHFIDS
P. 2
Feb 11 04 11:13a Civil Consultants, Inc. 919-403-0336 p.l
February 11, 2004
Fax Transmittal
To: Bob Zarvecki
r'!
Division of Water Quality
2321 Crabtree Blvd_
Raleigh, NC 27601-2260
Phi [phone]
Fax: [phone]
From: L. George Trickey, P.E., P.L.S.
Krause Surveying Associates, Inc.
3708 Lyckan Parkway
Suite 204
Durham, NC 27707
11L(919)489-2587
Mobile: [phone]
Fax.[phone]
guhje&. Harvest Ridge Subdivision in Johnston (:ounty, NC DWQ # 03-1440
Address Access to Lot 3, on Market Fann Lane
2 pages including this one
Bob,
1 hope I spelled your name correctly, if not please forgive mc. Access to Lot 3 will be with a d6vctvay that
is outside the 50 foot riparian buffer as shown on the attached drawing.
If you have any questions please give me a call.
Thant: You, have a great clay.

FEB-11-2004 WED 10:35 TEL:[phone] NAl4E:DWO-WETLANDS P. 1
Feb 11 04 11:13a Civil Consultants, Inc. 919-403-0336 P.2
r
t' .
\ \ \ \ \ \ f . "AW RCP W/HEAR?ALLS `
\\ \ QS"? 644VEW; PIPE PREF?RMED SCOEi1 HOLE \ \ \ v `
\ \? UNDER DRIVEWAY
e \? 1
t \
ACCESS TO LOT 3
AAW zU
1g0j1r 77 HARVEST RIDGE SUBDIVISION
DWQ #03-1440
SCALE: 1 *=;50' H
NOTE LOT THREE WILL BE LIMITED TO ACCESS BY A DRIVEWAY AS SHOWN.
THAT IS LOCATED OUTSIDE THE 50' RIPARIAN BUFFER AS SHOWN.
AS THE PIPE AND RIP-RAP APRON LENGTH.
FEB-11-2694 WED 10:35 TEL:[phone] IJAt,1E:DWE!4JETLAHDS P. 2
mailbox:///C I/Documents%20and%20S ettings/bob_zarzecki/Applicat...
Subject: Re: project search Harvest Ridge s/d 03-1440 in Johnston County
From: Bob Zarzecki <[e-mail]>
Date: Tue, 10 Feb 2004 14:50:34 -0500
To: John Dorney <[e-mail]>
it was given to me last week to write up... I've spoke to George-it was given to me
to write an on hold letter, but George plans to get me the information that we need
before Friday ...I wasn't planning on writing the letter until then anyway ...I told
him that if I don't get a resonse by Friday that I was going to put it back on
hold ...I'm keeping it in my office until then...
John Dorney wrote:
please search around for this file. once you (whoever!) find it, please call
George Trickey (489-2587) to tell him status. more info was received in late
december 2003. then give the file to mike. thankx
1 of 1 2/10/2004 2:50 PM
MEMORANDUM
TO: John Dorney
Non-Discharge Branch
Regional Contact: Steve Mitchell
WQ Supervisor:
Date:
SUBJECT: WETLAND STAFF REPORT AND RECOMMENDATIONS
Facility Name Harvest Ridge S/D County Johnston
Project Number 03 1440 County2
Recvd From APP Region Raleigh
Received Date 111/18/03 Recvd By Region
Project Type road crossing for residential s/d
Certificates Stream Stream Impacts (ft.)
Class
Permit Wetland Wetland Wetland Stream - Acres Feet
Type Type Impact Score Index Prim. Supp. Basin Req. Req. z r-"" -
14 Stream PT @N 27-45-6 I NSW 30,404. I 149.00 149.00 F-
11 R Buffers W F _0N F-- 27-45-12 r NSW; 30;404. 5.23F
'r-
7- OTH W770 N F-rF-7- 30,404. 0.09 F_
?- F__
Mitigation Wetland
MitigationType Type Acres Feet
Is Wetland Rating Sheet Attached? Q Y O N Did you request more info? Q Y O N
Have Project Changes/Conditions Been Discussed With Applicant? Q Y O N
Is Mitigation required? p Y Q N Recommendation: Q Issue 0 Issue/COnd O Deny
Provided by Region: Latitude (ddmmss) Longitude (ddmmss)
Comments:
November 25, 2003 DENY
All tem on rary sediment traps are in Zone 2 at the road crossings. No mention of how other
stormwater will be treated.
Need buffer recorded for lots 3, 4, 6, 7, 8. 9, 10, 11, 12, 13, 14, 15, 22, 23,2, 25 26, 28 , 9, 0, 53.
58, 59, 75, 76, and 77. Need to building envelope for 75, 76, 77 and how do they intend to access
lot 3??? Already at 149 linear feet of P channel and driveway for 3 puts it into mitigation.
January 22, 2004 Still do not see how they intend to access lot 3 without additional impact,
cc: Regional Office
Central Office Page Number 1
L. George Trickey, P.E., P.L.S.
Krause Surveying Associates, Inc,
3708 Lyckan Parkway
Suite 204
Durham, NC 27707
Ph: [phone]

December 24, 2003 Fax [phone]
WE1'LLANDS / 401 CROUP
Mr. John R. Dorney
Division of Water Quality
2
DEC 3
321 Crabtree Blvd. 0 2003
Raleigh, NC 27604-2260
Ph: [phone] WATER QUALITY SC Cl

Fax: [phone]?;?
Subject: Harvest Ridge Subdivision
Address Comments DWG #03-1440
Dear Mr. Dorney:
We have addressed your comments ofNovember 25, 2003 in the following manner, and are re-submitting for
you approval.
Comment 1: "Tease show all stream impacts including all fill slopes, dissipaters, and bank stabilization the
site plan. The reported impacted stream length is incorrect. Please deport the actual leghth of
stream to be impacted not the length of the pipe."
Response: Seet sheet 2 of the revised plans, as well as details included. Impact area #1 is on a stream that is
straight, therefore the length of the existing stream impacted is the same as the length of the
proposed pipe and rip-rap.
Comment 2: "Please provide cross section details showing the provisions for aquatic life passage.-
Response: See the cross section details added to sheets 3 and 4 of the plans, as well as on a separate 8 % x
11 detail sheet.
Comment 3: "Please indicate all stormwater outfalis on the site plan."
Response: See sheet 2 of the plans to see the 6 channels and level spreaders where stormwater leaves the
site; as well as the 8 Preformed Scour Holes added at the two stream crossings. Also see the
detail sheets for details of the level spreaders and Preformed Scour Holes.
Comment 4: "Please indicate the diffuse flow provision measures on the site plan as required by the Neuse
River buffer rules for this entire development."
Response: See response for Comment 3.
Comment 5: "Have DWQ staff the Raleigh Regional Office tm confirm whether these (or other) streams are
subject to the Neuse River buffer rules."
Response: You and discussed this during our meeting on 12-18-03, and concluded that there are two
stream locations, that we are crossing with roads that are subject to the Neum River riles.
Comment 6: "Please discuss how lot 3 is buildable without stream or buffer impact. Also provide building
envelopes for all lots with stream or buffers."
Response: See sheets 1 and 2 for the building setbacks for all the lots. Lot 3 will have to have the house
located on the rear of the lot
Comment 7: "Please provide 6 copies of the application, 6 copies of the site plans and other supporting
information."
Response: I am sending you six copies of all the revised information previously submitted.
If there is anything else that you need please give me a call at [phone]. Thank You.
Sincerely,
L. George Trickey, P.E., P-L.S.
Attadlrments (6 copies each):
Cover Letter-addressing comments
DWQ Letter of November 25
Revised Pro-Construction Notification (PCN) Form
Site Location Map (USGS Copy)
Site Location Map, Johnston County Soils Map
Revised 2 Crossing Site Plans (8'/: x 11)
Revised 2 Culvert Profiles at Crossings (8 % x 11)
Culvert Calculations for both Culverts (Pipes I & 2)
Sheets 2,3,4 & l I
\o?,0F ?A
A r
o
Alan Klimek, P.E., Director
Division of Water Quality
Coleen H. Sullins, Deputy Director
Division of Water Quality
CERTIFIED MAIL - RETURN RECEIPT REQUESTED
Crossroads Development Corporation
12400 NC Highway 50 North
Willow Springs, NC 27592
Subject Property:
To Whom It May Concern:
Harvest Ridge Subdivision
November 25, 2003
DWQ # 03-1440
Johnston County
On November 18, 2003 the Division of Water Quality (DWQ) was notified by receipt of your application regarding your plan
to fill wetlands or waters for the purpose of constructing a road crossing in Johnston County. Approval from DWQ is
required to disturb these areas. Please provide 7 copies of the following information and refer to the DWQ # listed above in
your reply. Please show these on maps of suitable scale (for instance 1" = 100 feet) so we can begin to determine your
projects' compliance with 15A NCAC 2H .0500.
1. Please show all stream impacts including all fill slopes, dissipaters, and bank stabilization the site plan. The
reported impacted stream length is incorrect. Please report the actual length of stream to be impacted not the
length of the pipe.
2. Please provide cross section details showing the provisions for aquatic life passage.
3. Please indicate all stormwater outfalls on the site plan.
4. Please indicate the diffuse flow provision measures on the site plan as required by the Neuse River buffer rules
for this entire development.
5. Have DWQ staff the Raleigh Regional Office to confirm whether these (or other) streams are subject to the
Neuse River buffer rules.
6. Please discuss how lot 3 is buildable without stream or buffer impact. Also provide building envelopes for all
lots with streams or buffers.
7. Please provide 6 copies of the application, 6 copies of the site plans and other supporting information
Please telephone John Domey at 919-733-9646 if you have any questions or would require copies of our rules or procedural
materials. This project will remain on hold as incomplete in accordance with 15A NCAC 2H .0505(c). The processing time
for this application will begin when this information is received. If we do not hear from you by writing or by fax at (919)
733-6893 within three (3) weeks we will assume you no longer want to pursue the project and will consider it withdrawn.
Program
JRD/bs
cc: Raleigh DWQ Regional Office
Raleigh Corps of Engineers
Central Files
File Copy
L George Trickey, P. E., Krause Survey, 3708 Lyckan Parkway, Suite 204, Durham, NC 27707
N. C. Division of Water Quality, 401 Wetlands Certification Unit,
1650 Mail Service Center, Raleigh, NC 27699-1650 (Mailing Address)
2321 Crabtree Blvd., Raleigh, NC 27604-2260 (Location)
[phone] (phone), 919-733-6893 (fax), (hap://h2o ear state nc us/ncwetlands)
Customer Service #: 1-877-623-6748
Michael F. Easley, Governor
William G. Ross Jr., Secretary
North Carolina Department of Environment and Natural Resources
F`J 4:7V
ji:
? rr
Sincerely,
Office Use Only:
USAGE Action ID No.
(If any particular item is not
L Processing
- DWQ No.
to this project, please enter "Not
Form Version May 2002
or -N/A".)
Check all of the approval(s)-requested for this project -
Section 404 Permit
El Section 10 Permit t Riparian or Watershed Buffer Rules 9 401 Water Quality Certification El Isolated Wetland Permit from DWQ
2. Nationwide, Regional or General Permit Number(s) Requested: N W P 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 (verify availability with NCWRP prior to submittal of PCN) section VIII and check here: ?, complete
5. If your project is located in any of North Carolina's twenty coastal counties (listed on page
4), and the project is within a North Carolina Division of Coastal Management Area of
Environmental Concern (see the top of page 2 for further details), check here: ?
II. Applicant Information
Owner/Applicant Information
Name: roses ?oad: D ..e/nv + .,f•
Mailing Address /2 400 11(e H?,,,, Se N o r?
111:'114111:11 sid :r ro* 149 G 2 ,r'
Telephone Number: (219) 48 9- 97oz Fax Number:_(9t9) 9 8 9- 9 7o3
E-mail Address:_ ?a
2. Agent/Consultant 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: Fax Number:
E-mail Address:
Donn It ..0 V)
?. 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 MRCS Soil Survey with the property
boundaries outlined. Plan drawings, or other maps ma
so long as the y be included at the applicant's discretion,
g 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: Sol
2. T.I.P. Project Number or State Project Number (NCDOT Only): NA
3. Property Identification Number (Tax PIN): PIN 16t3-g-1-1g74 P/N 1613 -87
40 i7
4. Location
County:- Nearest Town:- T AN seN r^- 6S NG
Subdivision name (include phase/lot number):- NQ
Directions to site (include road numbers, landmarks, etc.): I- o Serf ti e Z io W sf
S. (Z. 130 sovfL? l %rw+'AeS ?e s:?Q eN L'=acf s:?e of S.R. ??eo
5. Site coordinates, if available (UTM or Lat/Long):_ 3S' N 3 0, / 784w 3 6 f ZS "
(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. Property size (acres): 70, 0 9
7. Nearest body of water (stream/river/sound/ocean/lake): f g
N -1 is L. As fe Netoe R : yet
8. River Basin: _1.(Q ,, e-
(Note - this must be one of North Carolina's seventeen designated major river basins. The
River Basin map is available at httn:/Vo enr state.nc.us/admin/mans/.)
9. Describe the existing conditions on the site and general land use in the vicinity of the project
at the time of this application:- U D{ , (e1 11111/ weed
? e(e( F?rw•? ?G..e?

10. Describe the overall project in detail, including the type of equipment to be used: 8v;
11. Explain the - _--- • .. _I _ _
purpose of the proposed work:
_ IQys ?i?T; / - 77Lat s?6ol.•v;s;eh
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.
NA
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.
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 All wetlands and waters, and all streams (intermittent and perennial) must be shown onta
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.
D-. '7 nr 1'f
Provide a written description of the proposed impacts:- 2 Ro,/ Ile-
•,,a t d? Z
!
4L
I h ct ?o,iv
2. Individually list wetland impacts below:
Vetland Impact Area of Local
Site Number Type of Impact* Impact 100-year
idicate on ma) acres)
Art,- a/ ?Il C?l?..fs o, 0 3 Ne
-AFz I{?21I "/..__J. A.

List each impact separately and identify temporary impacts Impacts include, but are not limited to: mechanized clearin,
excavation, flooding, ditching/drainage, etc. For dams, separately list impacts due to both structure and flooding. gig' ?'
100-Year floodplains are identified through the Federal Emergency Management Agency's (FEMA) Flood Insurance Rate Maps
(FHZM), or FEMA-approved local floodplain maps. Maps are available through the FEMA Map Service Center at 1-800-358-9616, or
online at httnJ/www.fema gov_.
*** List a wetland type that best describes wetland to be impacted (e.g., freshwater/saltwater
Carolina Bay, bog, etc.) Indicate if wetland is isolated (determination of isolation to be made bby marsh, ACforested E only) eUand, beaver pond,
List the total acreage (estimated) of all existing wetlands on the property:- d?- ? a or. s
Total area of wetland impact proposed: a e Al 4 re s
3. Individually list all intermittent and perennial stream impacts below:
...,........Fm.L
Site Number
Type of Impact* Length of
Impact
Stn
idicat-- a on map) (linear feet)
Out, st 62

wa
List each impact separately and identify temporary impacts. Impacts include, but are not limited to: culverts and associated rip-rap,
darns (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
3'wK'•usQs.Qov. Several internet sites also allow direct download and printing of USGS maps (e.g., www.igpozone.com.
corn, etc.).
Cumulative impacts (linear distance in feet) to all streams on site: ( 49, S L. f-
ed within
Floodplain**
es/no) Distance to
Nearest Stream
(linear feet)
Type of Wetland***
6

yam Name** Average Width
of Stream
Before Impact Perennial or
Intermittent?

)
l mse speL
/t M?iI ? 7 rMi ?ti.

a 44 41 .( S'
.e reNH; •/

D-Q of 11
4. Individually list all open water impacts (including lakes, ponds, estuaries, sounds, Atlantic
Ocean and any other water of the U.S.) below:
Open Water Impact Area of
Site Number Type of Impact* Name of Watecbody
cate on ma) acres (if applicable)
t . A
Type of Waterb
(lake pond, estuary , sound,
flw°0?each impact separately and identify temporary impacts. Impacts include, but are not i m
lited to: fill
n8, drainage, bulkheads, etc. , excavation, dredging,
5. 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): 0 uplands
Describe the method of construction (e.g., dam/embankment,0excaeva?tiion, installation wetlandsof
draw-down valve or spillway, etc.): A/A
Proposed use or purpose of pond (e.g., livestock watering, irrigation, aesthetic, trout pond,
local stormwater requirement, etc.): A/A
Size of watershed draining to pond:
Expected pond surface area:
VIL 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 hdrawings 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 du/ring/ constructio?to duce impacts.
f Q / Q11? e-r ff?'s OrnD_ 4C?0 f OlteY 2 CJ f?lrlat?ChPfi/V
AM V? Iw0
VIH- 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
freshwater wetlands or greater than or equal to 150 linear feet of total impacts to perennial
streams. x
D-. 0 ..v r 1
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 ro '
but are not limited to: reducing the size of the project, ablis?ng anddmpaintai?g 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/ncwetlands/strmgide html.
L 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). Please note it is the applicant's responsibility to contact the NCWRP at
[phone] to determine availability and to request written approval of mitigation prior
to submittal of a PCN. For additional information regarding the application process for the
NCWRP, check the NCWRP website at hqp://h2o.enr.state nc u,%,.( /index.htm. 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):_ 1LA
Amount of buffer mitigation requested (square feet): H A
Amount of Riparian wetland mitigation requested (scres):_ HA
Amount of Non-riparian wetland mitigation requested (acres): NA
Amount of Coastal wetland mitigation requested (acres):_ NA
Page 10 of 12
lx Environmental Documentation (required by DWQ)
Does the project involve an expenditure of public (federal/state) funds or the use of public
(federal/state) land?
Yes ? No I
If yes, does the project require re - . - L__
p parataon 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 C?
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 0
X. Proposed Impacts on Riparian and Watershed Buffers (required by DWQ)
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 213 .0233
(Meuse), 15A NCAC 2B .0259 (Tar-Pamlico), 15A NCAC 213 .0250 (Randleman Rules and
Water Suppl Buffer Requirements), or other (please identify_ Neese ??
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
l 6137 3 NA
2 3888 1.5 NA
Total

a 7n 1 r_ --J- - 10.02S*
A
•C••w Ju icc[ pcrpenaicular tram near bank of channel; Zone 2 extends an
additional 20 feet trom 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.
X. Stormwater (required by DWQ)
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.
E
• . I w` eve oa a " 0 ? ta/.T 'a.s '? /S'o T. l .?5:1e 72 0
?NI{1? l`OAY G?ANN?IS , p eM
(R'p fGwn) 1'o eoevt?. !f•?w?v.?tti-.
IM Sewage D;-I pusai (requirco by Dwtt}
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.
e :?•..?:?1 A-4. .,i L -- - - - -1. . .
X M- Violations (required by DWQ)
Is this site in violation of DWQ.Wetland Rules (I 5A 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 dYYiii,iu;zj ii,apvliSiviiuy iv auuuui the application suf it:ntiy 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, accessibility problems, or other issues outside of the applicant's control).

App lcant/Agent's Signature ate
(Agent's signature is valid only if an authorization letter from the applic t is provided.)
Page 12 of 12
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Harvest Ridge Subdivision
Sta.14+50 - Market Farm Lane
PIPE DESIGN - Pipe #1
Flow Calculations
Te 5.0 min. C = 0.99 Paved
fps 8.19 k*w C = 0.45 WNxkKYField
Drainage Area =1250 acres
Paved Area = 0.34 acres
Wooded Area =1216 acres
Combined RUrK ff Coeff. C = 0.46
Q25 = CIA = 0.46(8.19)(1250) = 47.1 c fs
Shape = 0.50%
A"- **V n = 0.013 Reinforced Concrete Pipe
Use 36" RCP 0 a-5096 min.
RIPAN a0ron Desian Outlet
1,a=7.5 in/hr Tc= 5.0 min.
Q,o = CIA = 0.46(7.5)(125o) = 43.1 cfs
Vio 7.56 fps
djo(depth of now)= 27.05 inches
d/D = 0.75 Max. Tai rater
Use Zone 2
Length = 6(dia) = 6(3.0') =18 R
Vi KM = Dia + 0.4(Length) =
3.0'+0.4(18') =10.2 ft.
Min. Depth =12 inches
Use Class 1 Rip-Rap
Culvert 9dagdor, - Pipe #1
Entered Data:
Shape ...................... ter
Number of Barrels ............... 1
Chhaad Number ................ Headwater
Sole Number ................... 1
Chart Desm"m ............... CONCRETE
PIPE CULVERT, NO BEVELED RING
ENTRANCE
Scale Decsr4*w ....... _...... SQUARE EDGE
ENTRANCE WITH HEADWALL
Manni Vs n .................. 0 0130
Roadway Elevation ............... 225.9000 ft
Inlet Elevation ..................=.9200 ft
Outlet 2207000 ft
Diameter Elevation .............. 36.0000 in
Length .......................... 44.0000 ft
Entrance Loss ................... 0:0000
Tailwater ....................... 0.0100 It
Computed Results:
Headwater ...................224.7582 ft From Inlet
Slope ........................... 0.0050 ftift
velocity ........................ 7.6113 fps
Rev.ssd; 11-10-03
r f N1
co/ve
Exhibit 11
180 10.000 O
168 f
136 e'0 EXAMPLE ( ?) (2) (3)
6.000 0.42 lochas (3.3 feet)
:- 6. 7
144 3000 0.120 do
-
-G.
132

.

.

3.
-5. -

s.

120 too
3000
p) !.s L -

3.

4.
t2l 2.1 7.4
2'?0 4.
108 (3) 2.2 7.7
•0 to too 3.
96
1.000
A4 800
-Goo --
- 500 2-
W 72 400 a 2.
Z 300 E?? ? _
= 60 ct`i 200 ?/ aNC 1.3 `,.S
a- -54
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w
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46 /w 100 et GQ
R O - G
..1

° Cr 80 x X36
QIQE z
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° 1.0 1.0
6 0 TYPE ac
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33 30 (I) Sgwsre 0404 Willi t .9 .9
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IO
24 8 -.7-
=77-
21 ti
To was stole (2) w (3) project
3 h 'T
orizontally to stole (1).1heo
4 use straight inclined lifts thresth
0 slid 0 stelae. or reverse as

1a 3 111estretod. .6 .6
2
1s

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IL
HEADWATER DEPTH FOR
HEADWATER SCALES 283 CONCRETE PIPE CULVERTS
•VREwu of rwJlC "A*$ "K tss3 REVISED MAY f%4 WITH INLET CONTROL
21.z
VI-11
Harvest Ridge Subdivision
Sta. 24+38 - Market Farm Lane
PIPE DESIGN - Pipe #2
Flow Calculations
Te 10.00 min. C = 0.99 Paved
1=7.01 W hr C = 0.45 Wocdedffield
Drainage Area = 36.50 acres
Paved Area = 0.64 acres
Wooded Area = 35.86 aces
Runoff CoefF. C = 0.46
Qz = CIA = 0.46(7.01x36.50) =117.70 dfs
Slope =1.00% .
Manning n = 0.013 Rekwbrced Concrete Pipe
Use 48" RCP A100% lWcL
Rfo* p aaron Deskm
1,x.13 inRr Tc=10.0 min.
Qio = CIA = 0.46(6.13x36.50) =102.92 dfs
Vio =1242 fps
djo(depth of flow)= 30.06 inches
d/D = 0.62 Max. Tailwater
Use Zone 3
Length = 8(dia) = 8(4.0') = 32 ft.
Width = Dia + 0.4(Length) =
4.0' +0.4(32') =16.8 ft.
Min_ Depth =18 inches
Use Class 1 Rip-Rap
Culvert CalgMK - Pine 92
Entered Data:
Sharpe -.. ............... Cirwlar
Nwrber of Barrels ............... 1
Chart Number .... ..............
Chart Description...:. •....... CONCRETE
PIPE CULVERT; NO BEVELED RING
ENTRANCE
Scale Dem"on ............... SQUARE EDGE
ENTRANCE WITH HEADWALL
Fit wrate ........................ 117.7000 cfs
Ma rv*Vs n ..................... 0.0130
Roadway Elevation ............... 720.4000 ft
Wet Elevation ................. 213.9600 ft
Outlet Elevation ................ 213.4000 ft
Diameter ........................ 48.0000 in
Length 6
Entrance Loss ............... 0.0000
Tau'twater, ....................... 0.0100 ft
Computed Results:
Headwater ....................2201115 ft From Inlet
Slope ........................... 0.0100 ftlft
Velocity ........................ 127606 fps

v
Ca?vtf?'?" Z,
H (ft)
m
O
m
O
C
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r
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r 200
100
L (ft)
• 10000
>>
O
E F 1000
E
X
cSf
? [500
100
Note:
Use nomograp Tc or natural basins with well-defined channels, for overland
flow on bare eart , and for mowed-grass roadside channels.
For overland flow, grassed surfaces, multiply Tc by 2.
For overland flow, concrete or asphalt surfaces, multiply Tc by 0.4.
For concrete channels, multiply Tc by 0.2.
Figure 8.03a rime of concentration of small drainage basins.
50
0
O
U
10 f
I- 5

8.03.4
r
Gv?t,il?f *Z
Exhibit 11
180 10,000 O
168
-156 80000
- EXAMPLE (3)7
6,000 0.42 inches (3.3 f•H) 6.
144 5.000 0.120 Ns

132..
?? . •
. . 0 -Mw
6. !S.
3-.

120
3e00o left
(1) 2.3
5.

4.

2'OOO t2) 2.1 7 4 .4.
108 (8 2.2 7.7

1 t0 in foal 3.
96
(.000 ' 3.
800
84
I- 600 ---+ --
-
soo 4-
W 72 400 / e 2.
cZi 300
z 60 200 1.5 1.9 Mw

P1 1.5
-54 w
w / W
0 100 0 --
a so Z

/2 60
U.
Cr to
° 30
HW SCALE ENTRANCE
40 0.
° 1.0 1.0
F 36 O TYPE W 1.0
w 30 (i) Sef4•r• 04g0 with s .9 .9
Q 33 Ilo•g.•li c .9
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Q
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AeN.•11

27 (3) r?raavo and
.6
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>4 6 .T
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\OZ\Z W AT ??pG
Alan Klimek, P.E., Director
Division of Water Quality
Coleen H. Sullins, Deputy Director
Division of Water Quality
CERTIFIED MAIL - RETURN RECEIPT REQUESTED
Crossroads Development Corporation
12400 NC Highway 50 North
Willow Springs, NC 27592
Subject Property:
To Whom It May Concern:
Harvest Ridge Subdivision
November 25, 2003
DWQ # 03-1440
Johnston County
On November 18, 2003 the Division of Water Quality (DWQ) was notified by receipt of your application regarding your plan
to fill wetlands or waters for the purpose of constructing a road crossing in Johnston County. Approval from DWQ is
required to disturb these areas. Please provide 7 copies of the following information and refer to the DWQ # listed above in
your reply. Please show these on maps of suitable scale (for instance 1" = 100 feet) so we can begin to determine your
projects' compliance with 15A NCAC 2H .0500.
1. Please show all stream impacts including all fill slopes, dissipaters, and bank stabilization the site plan. The
reported impacted stream length is incorrect. Please report the actual length of stream to be impacted not the
length of the pipe.
2. Please provide cross section details showing the provisions for aquatic life passage.
3. Please indicate all stormwater outfalls on the site plan.
4. Please indicate the diffuse flow provision measures on the site plan as required by the Neuse River buffer rules
for this entire development.
5. Have DWQ staff the Raleigh Regional Office to confirm whether these (or other) streams are subject to the
Neuse River buffer rules.
6. Please discuss how lot 3 is buildable without stream or buffer impact. Also provide building envelopes for all
lots with streams or buffers.
7. Please provide 6 copies of the application, 6 copies of the site plans and other supporting information
Please telephone John Dorney at 919-733-9646 if you have any questions or would require copies of our rules or procedural
materials. This project will remain on hold as incomplete in accordance with 15A NCAC 2H .0505(c). The processing time
for this application will begin when this information is received. If we do not hear from you by writing or by fax at (919)
733-6893 within three (3) weeks we will assume you no longer want to pursue the project and will consider it withdrawn.
Program
JRD/bs
cc: Raleigh DWQ Regional Office
Raleigh Corps of Engineers
Central Files
File Copy
L George Trickey, P. E., Krause Survey, 3708 Lyckan Parkway, Suite 204, Durham, NC 27707
N. C. Division of Water Quality, 401 Wetlands Certification Unit,
1650 Mail Service Center, Raleigh, NC 27699-1650 (Mailing Address)
2321 Crabtree Blvd., Raleigh, NC 27604-2260 (Location)
[phone] (phone), 919-733-6893 (fax), (1n://h2o.enr.state.nc.us/ncwetlands)
Customer Service #: 1-877-623-6748
Michael F. Easley, Governor
William G. Ross Jr., Secretary
North Carolina Department of Environment and Natural Resources
hl('?1]Et
Sincerely,
Office Use Only:
USAGE Action ID No.
(If any particular item =snot
L Processing
DWQ No.
To this Pml;? Ply- ent
Form Version May 2002
Zile
or "N/A".)
- L Check-all of the approval(s)-requested for this project:
Section 404 Permit Riparian or Watershed Buffer Rules
? Section 10 Permit 401 Water Quality Certification El Isolated Wetland Permit from DWQ
2. Nationwide, Regional or General Permit Number(s) Requested:- N W P 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 (verify availability with NCWRP prior to submittal of PCN), complete
section VIII and check here: ?
5. If your project is located in any of North Carolina's twenty coastal counties (listed on page
4), and the project is within a North Carolina Division of Coastal Management Area of
Environmental Concern (see the top of page 2 for further details), check here: ?
IL Applicant Information
1. Owner/Applicant Information
Name:__ C ro ?s roa a?s ,17 /
V?./A iN?M? wlwww ?•Oh
Mailing Address: iYc Hwv So iv
G
Telephone Number: f9191 989-g7oz FaxNumber:_(9/9) 989-9703
E-mail Address: NA
2. Agent/Consultant 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.
- P
Telephone Number: Fax Number: QUALITY SFrrin
E-mail Address:
D.s,.e G nr 11
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
USACE requires information to be submitted on sheets no larger than 11 by 17-purposes, the
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:
2. T.I.P. Project Number or State Project Number (NCDOT Only):_ NA
3. Property Identification Number (Tax PIN): PIN 1613.97.1876 H 160 -87- &4
4. Location
County:- To N ?oH Nearest Town: T N s. k Cro ss r, o is /?/ G
Subdivision name (include phase/lot number):- NA
Directions to site (include road numbers, landmarks, etc.):- I- 4o 5*!l ti/e Zio west
S. R. 1309 Soulfl, l 3rw,•/ s 4o :fQ eN 46Q?t of sR. 13oq
5. Site coordinates, if available (CTTM or Lat/Long): 3S' N 3 0' I/ " '78?W 36 'zs
(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. Property size (acres):- 70, 09 Q ...s
7. Nearest body of water (stream/river/sound/ocean/lake : o N .H.% L, k ke ? P Nee e-a? ?V Vol, se i2 ; r
8. River Basin:- /,(¢ y s e
(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.nc.us/admin/maos/.)
9. Describe the existing conditions on the site and general land use in the vicinity of the project
at the time of this application:- U,,D-e,s(ee?a/ weds ,mod
Dn". 4 of 17
10. Des
cribe the overall project in detail, including the type of equipment to be used: 8M; U
Ro-h -7 -Y I
• ?' _?
.K Q??. lto Qws ?, a..l a.? a tea. 1
?L..../ coots 6001L ?. .. •be
11. Explain the purpose of the proposed work:_ T Let S u `a/: v; s, e h
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.
NA
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.
VL 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 plan. All wetlands and waters, and all streams (intermittent and perennial) must be shown onta
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.
D- 'Y ^r V)
I. Provide a written description of the proposed impacts: 2 Rea J CNs .5: W *Y 2
U - ??aw.s Dti 6",*cP ".,f - 61.5 t F'
o? 4a" QcA ?./..--4. - a,7 t .
2. Individually list. wetland impacts below:

Wetland Impact

Site Number
indicate on ma)
*
A
Type of Impact* Area of
Impact
acres Located within
100 year Floodplain**
es/no) Distance to
Nearest Stream
(linear feet)
te l?•1f Cap (verl 0 ,*3
p
• R,

Type of Wetland***
- --- --r- ---? __?y Leuayuwy uupacrs. 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 httpl/www.fema ¢ov.
List a wetland type that best describes wetland to be impacted (e.g., freshwater/saltwater
Carolina Bay, bog, etc.) Indicate if wetland is isolated (determination of isolation to be made marshforested ,
only).
List the total acreage (estimated) of all existing wetlands on the property:_ V, 3 f a toes
Total area of wetland impact proposed:_ o. 0 9 a c re s
3. Individually list all intermittent and perennial stream impacts below:
Stream Impact Length of
Site Number Type of Impact* Impact Stream Name**
ndicate on ma) (linear feet)
?t?A? ?rr?vtr? i 43,5 (?h-NaMt?
#Z C / tr+ *!.S -NOLMed
_R-o Rwn 32.0
w,
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!g irt).
stabilization activities (cen,p,,t watt riTMr'P, C" %".L, oabi^?, etc.), excavation, ditch:ab/c'rm: t^ain , .tc. If sLrzrri rrl .; ati?.. i .
Proposed, plans and profiles showing the linear footprint for both the original and relocated stre ms 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
www•ns¢s.¢ov. Several internet sites also allow direct download and printing of USGS maps (e.g., www.topozone.com
www.maoouest com etc.).
Cumulative impacts (linear distance in feet) to all streams on site: / 4 9 L F
Average Width
of Stream
Before Impact Perennial or
Intermittent?
(please specif?r)
"A; I

S'
Q h .a/

1) n-Qnrr7
4. Individually list all open water impacts (including lakes, ponds, estuaries, sounds, Atlantic
Ocean and any other water of the U.S.) below:
Open Water Impact Area of
Site Number Type of Impact* Impact Name of Waterbody TYPe of Waterbody
indicate on ma) acres) (if applicable) fie, pond, estuary, sound,
bay, etc.
--------------
NA
' List each impact separately and identify temporary impacts. Impacts include, but are not limited to: fill, excavation, dredging,
flooding, drainage, bulkheads, etc.
5. 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.): UA
Proposed use or purpose of pond (e.g., livestock watering, irrigation, aesthetic, trout pond,
local stormwater requirement, etc.):_ . NA
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 du/ringff construction to reduce impacts.
Q ?od b??Qh? e7 '?h: DreDQr? Ile /:,p nM G Hof o?tr 2 CJi. l1/eu?GIPLIEr
?NiJf oh ??K?v.l ?„?P.,eurts 6a..'L? ?t '„ n/ ae 1
O&:F6,It O'urI 4:0111 rT w. i.d11
1ta.J GA.,a„f •??.?..? Af•ev•?tc ?F?o l?? f ?/ ?f.. ?( .?i fo f?. er.et?e a.?as
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.
D- o,.r 19
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
hn://h2o.enr.state.nc.us/ncwetlan ds/strm dgia 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.
>VA
2. Mitigation may also be made by payment into the North Carolina Wetlands Restoration
Program (NCWRP). Please note it is the applicant's responsibility to contact the NCWRP at
[phone] to determine availability and to request written approval of mitigation prior
to submittal of a PCN. For additional information regarding the application process for the
NCWRP, check the NCWRP website at httu://h2o.enr.state.nc us/wrp/index htm. 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):_ UA
Amount of buffer mitigation requested (square feet): y A
Amount of Riparian wetland mitigation requested (a:,res):__ /VA
Amount of Non-riparian wetland mitigation requested (acres): NA
Amount of Coastal wetland mitigation requested (acres):_ IV A
Page 10 of 12
IM Environmental Documentation (required by DWQ)
Does the project involve an expenditure of public (federaystate) funds or the use of public
(federal/state) land?
Yes ? No
rep _ .. e....:nvir •-o.nm.. _
If yes, does, the project require re P aration of an
ental 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 C
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 0
X. Proposed Impacts on Riparian and Watershed Buffers (required by DWQ)
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, Nevte V
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
I 6137 3 NA
2 3888 1.s NA
Total I O 025 A
9 cx,cnus our aV reel pcrpcndtcular from near bank of channel; Zone 2 extends an
additional 20 feet trom the edge of Zone 1.
Page 1 I 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.
M. Stormwater (required by DWQ)
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.
E I W, ,? Ov f ed I 'ws '? !S'o T. .?5:>{e 72.o9ac.
T-Ae .
Wi4? Road GL..«N.(s ?R4 fdwn? +0 eo4vt>r f
XH. Stwuge L;:;pusai (required by DW Qi
Clearly detail the ultimate treatment methods and disposition (non-discharge or discharge) of
wast
Eaw It -J1 ewater generated from the proposed project, or available capacity of the subject facility.
t ••• E. ?.'I/ ??.?e a r.??:e -?:e/? sSYe eDdrowed
III. Violations (required by DWQ)
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 1S the iYpiit:riii? j ii uhuiy iU ,uUauit the application sufl cientiy 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, accessibility problems, or other issues outside of the applicant's control).
App =cant/Agent's Signature ate
(Agent's signature is valid only if an authorization letter from the applic t is provided.)
Page 12 of 12
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Sta. 14+t50 M Farm Lane
PIPE DESIGN - Pipe #1
Te 5.0 min. C = 0.99 Paved
1 .19 inft r C = 0.45 VlloodedrFWd
Drainage Area =1250 acres
Paved Area = 0.34 acres
Wooded Area =12.16 acres
Combined Runoff Coeff. C = 0.46
Qa , = CIA = 0.46(8.19)(1250) = 47.1 ds
Slope = 0.50%
Manning n = 0.013 Reinforced Concrete Pipe
the W -RCP Q Q S0% agm
RIPRap apron Desion •
1,d--7.5 W hr Tc= 5.0 min.
Q,o = CIA = 0.46(7.5)(12.50) = 43.1 cfs
V,o = 7.56 fps
d,o(depth of flaw= 27.05 inches
dfD = 0.75 Max. Tailwater
Use Zone 2
Length = 6(dia) = 6(3.0') =18 ft.
Vlfidfh = Dia + 0.4(Length) _
3.0' +0.4(18') =10.2 R
Min. Depth =12 inches
Use Class 1 Ri"ap
Culvert Calculator -pipe I"
Entered Data:
Shape ........................... Circular.
Number or Barrels ............... 1
Solving for .................. _. Headwater
Chart Number . ............... 1
Scale Number ................... 1
Chart Description ............... CONCRETE
PIPE CULVERT; NO BEVELED RING
ENTRANCE
Sole Decsrip6m ....... _...... SQUARE EDGE
ENTRANCE WITH HEADWALL
Flowrate ........................ 47.1000 cfs
MannirVs n ..................... 00130
Roadway Elev ation ............... 225.9000 ft
Wet Elevation ................. 220 9200 ft
Outlet Elevatio n ................ 220 7000 ft -- -
Diameter ........ ................ 36.0000 in
Length ............ .............. .OAA 0 ft
Entrance Loss ................... 0.0000
Tailwater ....................... 0.0100 ft
Computed Results:
Headwater ...................224.7582 ft From Inlet
Slope ........................... 0.0050 ftMt
Velocity ........................ 7.6113 fps
Re%ssd: rl-ro-o3
z
I

Exhibit II
ISO 10,000 O
166 8.000 EXAMPLE (i) (Q)
(3)
t56
6,000 0.42 Ischia. (3.3 too)
6. 7
144 5.000 0%1Z0 Nor

132
4,000 _ s Nw
8. 6.
5.

120 tad
3s000 (1) i.s t.0
5.
4.
'
C211 2.1 7.4
2'? 4.
108 (3) 2.2 7.7
a0 is tort
96 t
1,000 3.
800
1!4
-
- 600
500
T2 400
v 300 t? s 319

Z N 1.5 1.3
Z 60 v 200
W
1.5
54 a / ? hw
W 46 loo r'
GP
a R
so
st X36

42
= E
60 Q(P =
U. N
°
ENTRANCE
Hw
v 1.0 1.0
0 40
SCALE
D TYPE W
I.0
?
W 6 30 (1) Spare edge with t '9 .9
a
33
h.•?..li
c
.9

30 20 (2) Groove end with
Q
he•wa0 = •8 .8

ET 13) Groove sad .!!
rr•1•ctt•?
10
24 8 ,T .,r_
6 To use scale (1:) of (3) project .7
21 5 horizontally to •aot• (I).thsn
4 as• straight laclin•d line through
0 aM 0 scales. w reverse •s

t8
3 illustrated. .6
.6
2
IS
1.0 .5
'S
.9
HEADWATER DEPTH FOR
HEADWATER SCALES 2tl3 CONCRETE PIPE CULVERTS
•UREAU OfpWt.tCM"01 0%regS REVISED MN( 1%4 WITH INLET CONTROL
VI-11
3
Harvest Ridge Sukctivision
Sta. 24+38 - Market Farm Lane
PIPE DESIGN - Pipe 82
flow Cak ulatfals
Td= 10-00 min. C = 0.99 Paved
6--7.01 inky C = 0.45 Wooded/Field
Drainage Area = 36.50 acres
Paved Area = 064 awes
Wooded Area = 35.86 acres
Combines! Runoff Coeff. C = 0.46
Qz$ = CIA = 0.46(7.01)(36.50) =117.70 cfs
slope =1.00%
Manning n = 0.013 ReimTorced Concrete Ripe
Use 48" RCP 4k 100% inim
Rlp-R anrpn Desian -Outlet
1,0=6.13 iNhr Tc=10.0 min.
Q,o = CIA = 0.46(6.13x36.50) =102.92 cfs
Vio =12.42 fps
d+ddepth of flow)= 30.06 inches
dID = 0.62 Max. Tailwater
Use Zone 3
Length = 8(dia) = 8(4.0') = 32 R
Width = Dia + 0.4(Length) _
4.0' +0.4( 321) =16.8 ft.
Min. Depth =18 inches
Use Class 1 Rip-Rap
Entered Data:
Shape ......................... Ciro jW
Nurrrber of Barrels ............... 1
Schtwg for ................... Headwater
Chart Nw ber ....... ......... 1
Scale Nurnber. .................... 1 -
Chart Description., ........... CONCRETE
PIPE CULVERT; NO BEVELED RING
ENTRANCE
Seale Decsription ............... SQUARE EDGE
ENTRANCE WITH HEADWALL
Floeirate ........................ 117.7000 cfs
Marw*Vs n ..................... 0.0130
Roadway Elevation ............... 710.4000 ft
Elevation ................. 213.9600 ft
Outlet Elevation ................ 213.4000 ft
DiarneW ........................ 48.0000 in
Length .......................... 56.0000 ft
Entrance loss ................ 0.0000
TailMrater ....................... 0 0100 ft
Computed Results:
Headwater ....................=A 113 ft From Inlet
Slope ........................... 0.0100 Rift
Velocity ........................ 12.7606 fps
Rmfedh It-ro-o3
?f-
x ,
CvGvtr?' Z,
H (ft)
rnn
a?
0
m
0
a
co
0
CL
m
0
E
m
0
0
E
w
0
L
Note:
Use nomograp Tc or natural basins with well-defined channels, for overland
flow on bare eart , and for mowed-grass roadside channels.
For overland flow, grassed surfaces, multiply Tc by 2.
For overland flow, concrete or asphalt surfaces, multiply Tc by 0.4.
For concrete channels, multiply Tc by 0.2.
Figure 8.03a rime of concentration of small drainage basins.
8.03.4
min)
200
100
SO
10 f
5
1

oe,'olverf *2,
Exhibit 11
ISO O
)0000
168
1' 8.000 EXAMPLE (? (Q) (3) 7
36 6.000 0.4t lack" (3.3 tart) 6•
144 5.000 Go Ito cfa ¢i

132 -000
4'
!1 +? err
e• .
. 5.
3.

120
3.000 teal

(1) t.s .fit

8.

4.

2'?
ttt 2.1 7.4 .4.
106 (3) t.lt Lt
s0 is foal ? 3.
96
1.000
'
3.
80o
84
600 2-

800 / 2-
y 72 400 Q 2.
300
z

=
-60
U.
ti

200

s4 ^
W W 100

J a so z
/2 60

p N

°
80
HW SCALE ENTRANCE W

° 1.0 1.0
40 TYPE W 1.0
W 38 30 (1) Square #414 with t 9 .9
a
33
beedsraii
.9
D
30 20 (t) Groove sad with Q
?..c..u e R

27 (3) Groove eM - .6
pral.ctia?
10
24 8 .T .T.

6 .T
To use scale (2) at (3) sra)ect
21 S Mrisaatelly to scale (1). them
4 use Straight Iaciined time tllrwllt
0 and 0 scale$..r reverse to

18
3
illustrated. .6
.6
r

z ?
..
18
1.0 .s
•s
.s

12 HEADWATER DEPTH FOR
HEAOWATER SCALES 263 CONCRETE PIPE CULVERTS
wltE,w of "%.tC W"I?t 0.X rte..% REVISM MAY M-1 WITI". O NL.ET CONTROL.
VI-11
6
Letter of Transmittal
To: Mr. John Dorney
NCDENR
Wetlands Unit
Parkview Building
2321 Crabtree Blvd.
Raleigh, NC 27604
From: L. George Trickey, P.E., P.L.S.
Krause Surveying Associates, Inc.
3708 Lyckan Parkway
Durham, NC 27707
Ph. [phone]
Mobile: [phone]
Fax: [phone]
Items Delivered by overnite mail:
November 18, 2003
8144®
Mr. Dorney, we submitted a package yesterday for a 401 Water Quality Certification and it had only 1 copy
of the items submitted not 7 copies as required. Please forgive us. This package contains the additional
6 copies.
If you have any questions please give me a call
Thank You, have a great day.
WETLANDS/ 401 GROUP
NO V Y 9 2003
WATER QUALITY SECTION
December 24, 2003
Mr. John R. Dorney
Division of Water Quality
2321 Crabtree Blvd.
Raleigh, NC 27604-2260
Ph: [phone]
Fax: [phone]
L. George Trickey, P.E., P.L.S.
Krause Surveying Associates, Inc.
3708 Lyckan Parkway
Suite 204
Durham, NC 27707
Ph: [phone]
Fax: [phone]
VVETlANDS 1401 GROUP
DEC 3 0 2003
WATER QUALITY SECTION
Sabject: Harvest Ridge Subdivision
Address Comments DWG #03-1440
Dear Mr. Donny:
We have addressed your comments of November 25, 2003 in the following manner, and are re-submitting for
your approval-
Comment 1: "Please show all stream impacts including all fill slopes, dissipaters, and bank stabilization the
site plan. The reported impacted stream length is incorrect. Please report the actual length of
stream to be impacted not the length of the pipe."
Response: Seet sheet 2 of the revised plans, as well as details included. Impact area #1 is on a stream that is
straight, therefore the length of the existing stream impacted is the same as the length of the
proposed pipe and rip-rap.
Comment 2: "Please provide cross section details showing the provisions for aquatic life passage."
Response: See the cross section details added to sheets 3 and 4 of the plans, as well as on a separate 8 % x
11 detail sheet.
Comment 3: "Please indicate all stormwatcr outfalls on the site plan."
Response: See sheet 2 of the plans to see the 6 channels and level spreaders where stormwater leaves the
site, as well as the 8 Preformed Scow Holes added at the two stream crossings, Also see the
detail sheets for details of the level spreaders and Preformed Scour Holes.
Comment 4: "Please indicate the diffuse flow provision measures on the site plan as required by the Neuse
River buffer rules for this entire development"
Response: See response for Comment 3.
Comment 5: "Have DWQ staff the Raleigh Regional Office tro confirm whether these (or other) streams are
subject to the Neuse River buffer rules."
Response: You and discussed this during our meeting on 12-18-03, and concluded that there are two
stream locations, that we are crossing with roads that are subject to the Neuse River Hiles.
Comment 6: "Please discuss how lot 3 is buildable without stream or buffer impact Also provide building
envelopes for all lots with stream or buffers."
Response: See sheets l and 2 for the building setbacks for all the lots. Lot 3 will have to have the house
located on the rear of the lot
Comment 7: "Please provide 6 copies of the application, 6 copies of the site plans and other supporting
information."
Response: I am sending you six copies of all the revised information previously submitted.
Ifthere is anything else that you need please give me a call at [phone]. Thank You_
Sincerely,
L. George Trickey, P.E., P-L.S.
Attachments (6 copies each):
Cover Letter-addressing comments
DWQ Letter ofNovember 25
Revised Pre-Construction Notification (PCN) Form
Site Location Map (USGS Copy)
Site Location Map, Johnston County Soils Map
Revised 2 Crossing Site Plans (8 %: x 11)
Revised 2 Culvert Profiles at Crossings (8 % x 11)
Culvert Calculations for both Culverts (Pipes 1 & 2)
Sheets 2,3,4 & I 1
dF W A rFi9 Michael F. Easley, Governor
`0? ?G William G. Ross Jr., Secretary
? y North Carolina Department of Environment and Natural Resources
r
p Y Alan Klimek, P.E., Director
Division of Water Quality
Coleen H. Sullins, Deputy Director
Division of Water Quality
November 25, 2003
DWQ # 03-1440
Johnston County
CERTIFIED MAIL - RETURN RECEIPT REQUESTED
Crossroads Development Corporation
12400 NC Highway 50 North
Willow Springs, NC 27592
Subject Property: Harvest Ridge Subdivision
To Whom It May Concern:
On November 18, 2003 the Division of Water Quality (DWQ) was notified by receipt of your application regarding your plan
to fill wetlands or waters for the purpose of constructing a road crossing in Johnston County. Approval from DWQ is
required to disturb these areas. Please provide 7 copies of the following information and refer to the DWQ # listed above in
your reply. Please show these on maps of suitable scale (for instance 1" = 100 feet) so we can begin to determine your
projects' compliance with 15A NCAC 211.0500.
1. Please show all stream impacts including all fill slopes, dissipaters, and bank stabilization the site plan. The
reported impacted stream length is incorrect. Please report the actual length of stream to be impacted not the
length of the pipe.
2. Please provide cross section details showing the provisions for aquatic life passage.
3. Please indicate all stormwater outfalls on the site plan.
4. Please indicate the diffuse flow provision measures on the site plan as required by the Neuse River buffer rules
for this entire development.
5. Have DWQ staff the Raleigh Regional Office to confirm whether these (or other) streams are subject to the
Neuse River buffer rules.
6. Please discuss how lot 3 is buildable without stream or buffer impact. Also provide building envelopes for all
lots with streams or buffers.
7. Please provide 6 copies of the application, 6 copies of the site plans and other supporting information
Please telephone John Dorney at 919-733-9646 if you have any questions or would require copies of our rules or procedural
materials. This project will remain on hold as incomplete in accordance with 15A NCAC 2H .0505(c). The processing time
for this application will begin when this information is received. If we do not hear from you by writing or by fax at (919)
733-6893 within three (3) weeks we will assume you no longer want to pursue the project and will consider it withdrawn.
Program
JRD/bs
cc: Raleigh DWQ Regional Office
Raleigh Corps of Engineers
Central Files
File Copy
L George Trickey, P. E., Krause Survey, 3708 Lyckan Parkway, Suite 204, Durham, NC 27707
N. C. Division of Water Quality, 401 Wetlands Certification Unit,
1650 Mail Service Center, Raleigh, NC 27699-1650 (Mailing Address)
2321 Crabtree Blvd., Raleigh, NC 27604-2260 (Location)
[phone] (phone), 919-733-6893 (fax), (htWel/h2o.ear.state.nc.us/nc-wetlands
)
Customer Service #: 1-877-623-6748
y
1:17A
Sincerely,
Office Use Only:
Form Version May 2002
USACE Action M No. DWQ No.
(If any particular item is not applicable to this project, please enter "Not Applicable" or "N/A".)
L Processing
1. Check all of the appioval(s)-requested for this project:
® Section 404 Permit C3 Riparian or Watershed Buffer Rules
? Section 10 Permit ? Isolated Wetland Permit from DWQ
0 401 Water Quality Certification
2. Nationwide, Regional or General Permit Number(s) Requested:- NW P 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 Pro
mitigation of impacts l? (NCWRP) is proposed for
(verify availability with NCWRP prior to submittal of PCN), complete
section VIII and check here: ?
5. If your project is located in any of North Carolina's twenty coastal counties (listed on page
4), and the project is within a North Carolina Division of Coastal Management
Environmental Concern (see the top of page 2 f Area of
or further details), check here: ?
IL Applicant Information
1. Owner/Applicant Information
Name: C
? •o
Mailing Address:__ iz oo nfc V So N
G ?.7S"
Telephone Number: _b 9) 9 8 9 - 9702 Fax Number:- (919) 9 8 9- 9 To3
E-mail Address:- kQ
2. Agent/Consultant 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: Fax Number:
E-mail Address:
Vo- At ..P 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. Jf possible, th_ e_ 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:_Harvesf R:,!„o <..L J•...
2. T.I.P. Project Number or State Project Number (NCDOT Only):. NA
3. Property Identification Number (Tax PIN): PIN 1613-97-49U P/N 1613 -87
cl0 47
4. Location
County: Ted„ 1,11-
Subdivision Town: T ?+Ntok G•rossr.ols l?lG
Subdivision name (include phase/lot number):. h(A
Directions to site (include road numbers, landmarks, etc.):. S- ¢o Se!.?ti we 2 io We:t
5.R. 13o9 <-..4L 13rN+;les ¢o a:fa e. 'go I Y- T'-le
-f s. R.
5. Site coordinates, if available (UTM or Lat/Long):_3S A/ 3,o' I /
--.W86w36 '2.S IV
(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. Property size (acres): 70.0 9
7. Nearest body of water (stream/river/sound/ocean/lake) o N 1 fs L, k C ?, ?? e R tVel- t `? C` eel
8. River Basin:. 4e us e
(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.nc.us/admin/mans/.)
9. Describe the existing conditions on the site and general land use in the vicinity of the project
at the time of this application: U j){ ?o/ U/ J F-, 1- 1-41
Donn 4 nr 11
10. Describe the overall project in detail, including the type of equipment to be used: RV; /d
eve reads ...J teaefr.yf?.. ?...?•i.,s
11. Explain the purpose of the proposed work: R o s • ?(f? ?; / . 7 L a s `?•,,; s; e h
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
cert ifications 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.
NA
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.
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.
D-.'7 nr 17
1. Provide a written description of the proposed impacts: 2 Ro, J C,.a ?s •,,9 d {' z
vk _ NQ i.. a? s4 - - - - - _ . •, n
40

1NeL,.o/,v4
2. Individually list wetland impacts below:
/etland Impact Area of
I.ocat
Site Number Type of Impact* Impact 100 year
idicate on ma) acres)
rah! '//C?l?e.??
d 3 No
.0
- List each unpt separately and identify
excavation, flooding temporary impacts. Impacts include, but are not limited to: mechanized clearin ,
, fill
ditching/drainage, etc. For dams, separately list impacts due to both structure and flooding. g tag>'
** 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 httnJ/wMEfema ¢ov.
List a wetland type that best describes wetland to be impacted (e.g., freshwater/saltwater marsh, forested wetland, beaver pond,
Carolina Bay, bog, etc.) Indicate if wetland is isolated (determination of isolation to be made by USACE only).
List the total acreage (estimated) of all existing wetlands on the property:- 8, ?Qera s
Total area of wetland impact proposed: e)e 8 acre ir
3. Individually list all intermittent and perennial stream impacts below:
Stream Impact Length of
Site Number Type of Impact* Impact Str
ndicate on ma) (linear feet)
r# /
w'l/ Ootr S?
2
a i`Iz ';l? •r 87.5 U?
RR
List each impact separately and identify temporary impacts. Impacts include
dams (separate , but are not limited to: culverts and associated rip-rap,
ly list impacts due to both structure and flooding), relocation (include linear feet before and after, and net losstgain),
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
M!MM--Uses__ eov Several internet sites also allow direct download and printing of USGS maps (e.g., www.topozone.com
www.mamauest com_ etc.).
Cumulative impacts (linear distance in feet) to all streams on site: ! 49• S [- os-
= n
FloodP ain**
Ls/no) Distance to
Nearest Stream
(linear feet)
Type of Wetland***
6

O •

cam Name** Average Width
of Stream
Before Impact Perennial or
Intermittent?
lease Epecify)

?,../
t- )V4

-HA
•trthm •?

?:?j
Dom- 2 nr 17
4. Individually list all open water impacts (including lakes, ponds, estuaries, sounds, Atlanti
Ocean and any other water of the U.S.) below: c
Site Number Type of Pam of Name of Wat
?dicate on ma) Impact* Impact erbody
acres (if applicable)
Type of Watery
(lake :pond, estuary, sound,

' List each impact separately and identify
flooding, drainage, bulkheads, etc ?p° ' =Pacts- Impacts include, but are not limited to. fill, excavation,
5. Pond Creation
If construction of a pond is proposed, associated wetland and stream impacts should b
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
Describe the method of construction (e.g., dam/embankmentexcavation, installation wetlandsof
draw-down valve or spillway, etc.): A/q
Proposed use or purpose of pond (e.g., livestock watering, irrigation, aesthetic, trout pond,
local stormwater requirement, etc.): . NA
Size of watershed draining to pond:
Expected pond surface area:
VIL 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.
C`"
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.

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
httn://h2o.enr state inc uslncwetlands/strm 'dam a 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). Please note it is the applicant's responsibility to contact the NCWRP at
[phone] to determine availability and to request written approval of mitigation prior
to submittal of a PCN. For additional information regarding the application process for the
NCWRP, check the NCWRP website at hgp://h2o.enr.state.nc.us/wrD/index.htm. 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):- UA
Amount of buffer mitigation requested (square feet):- N
Amount of Riparian wetland mitigation requested (acres):- /VA
Amount of Non-riparian wetland mitigation requested (acres): NA
Amount of Coastal wetland mitigation requested (acres):- NA
Page 10 of 12
IX. Environmental Documentation (required by DWQ)
Does the project involve an expenditure of public (federal/state) funds or the use of public
(federal/state) land?
Yes ? No
If yes, does the project require prepaieatfon of a--n, 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 J
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 0
X. Proposed Impacts on Riparian and Watershed Buffers (required by DWQ)
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 213 .0233
(Meuse), 15A NCAC 2B .0259 (Tar-Pamlico), 15A NCAC 213 .0250 (Randleman Rules and
Water Suppl Buffer Requirements), or other (please identify_ Ne ys a V
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 6137 3 NA
2 3888 l.s NA
Total

i -A- - 10.02S'
A
• ?w.cuw Dui Ju Icc[ perpenaicu ar from near bank of channel; Zone 2 extends an
additional 20 feet mom the edge of Zone t.
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.
. . 1
?. Stormwater (required by DWQ)
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.
1% evi oaf 2.094C.
le 1 fSA 7,
,N/7^ ROOd G?ONN1(s . 1 J O t tN
XM. Sewage Di"Posai (required by DriQ;
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.
L - -?_ .
-NM. Violations (required by DWQ)
Is this site in violation of DWQ:Wetland Rules'(15A NCAC 2H'.0500) 2or any Buffer Rules?
Yes ? No
Is this an after-the-fact permit application?
Yes p No
XIV. Other Circumstances (Optional):
It 1S the 3YYii,:i.iii`j iuti1?y iu bu6mii the application suft ciently 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 Spe
cies, accessibility problems, or other issues outside of the applicant's control).
AjA

- - /I / 2 O'
App icant/Agent's Signature ate
(Agent's signature is valid only if an authorization letter from the applic t is provided.)
Page 12 of 12
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Hanmst Wage Subdivision
Sta. 14+50 - Market Farm Lane
PIPE DESIGN - Pipe d1
Flow CalcuWom
Tc= 5.0 min. C = 0.99 Paved
6=8.19 mlhr C = 0.45 %odedlFreld
Drainage Area =12.50 acres
Paved Area = 0.34 acres
VNooded Area =12.16 acres
Combined Runoff Coeff. C = 0.46
C6 = CIA = 0.46(8.19)(1250) = 47.1 cfs
Slope = 0.5046
Maw*q n = 0.013 Reiinfonoed Calaete pipe
Use 36" RCP 0.506 min,
Ri!Raa apron Design Outlet
110=7.5 inltr Te 5.0 min.
Qio = CIA = 0.46(7.5)(12.50) = 43.1 crs
Vio = 7.56 fps
djo(depth of flow)= 27.05 inches
diD = 0.75 Max Tailwater
Use Zone 2
Length = 6(dia) = 6(3.0') =18 ft.
VWth = Dia + 0.4(Length) =
3.0' +0.4(18') =10-2 ft.
Min. Depth =12 inches
Use Class 1 Rip-Rap
Cftrt Cal Pine #I
Entered Data:
Shape ........................... CiraAar
Number of Barrels ............... 1
Solving; fbr ... er
Chart Number ............... _..
Scale Nighber ................ :... -1
Chart Damon ............... CONCRETE
PIPE CULVERT; NO BEVELED RING
ENTRANCE
ENTRANCEDOMOM ............... SQUARE EDGE
Flo'wrate ?- H ? 000 ds
Manning" s n ..................... 0.0130
Roadway Elevation ............... 225.9000 ft
Wet Elevation ................. 220.9200 It
Outlet
2207000 ft
Diameter • 36.0000 in
ength .......................... 44.0000
Entrance Loss ................... 0.0000
Tailwater ....................... 0.0100 ft
Computed Results:
Headwater ...................224.7562 ft From Inlet
Slope ........................... 0.0050 Rift
Velocity ........................ 7.6113 fps
Rev:seW: it`io-o3

Exhibit I 1
ISO 10.000 O
166
156 8.000 EXAMPLE
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0.42 10006. (3.3 feat) 7
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144 5.000 0o 120 efa
132 4'000 - +?
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HEADWATER DEPTH FOR
HEADWATER SCALES 283 CONCRETE PIPE CULVERTS
•ultEwu of ruOUC f?"01 Aft has REVISED MAY 1964 WITH INLET CONTROL
lqw ?trz
A
VI-11
Harvest Ridge Subdiviision
Sta. 24+38 - dulcet Farm Lane
PIPE DESIGN - Pipe 112
Tc=10.00 min. C = 0.99 Paved
6=-7.01 Whr C = 0.45 VVoodedlFWd
Drainage Area = 36.50 acres
Paved Area = 0.64 acres
Wooded Area = 35.86 acres
Combined Runoff Coelf: C = 0.46
01z = CIA = 0.46(7.01x36.50) =117.70 cfs
Slope =1.00% .
Manning n = 0.013 Reinforced Concrete pipe
Use 48" RCP Q 100% nVn.
PJRA p 92120 Deslon - Q&y
6=6.13 in1hr Tc=10.0 min.
0io = CIA = 0.46(6.13x36.50) =102.92 cfs
Vco=12.42 fps
d,o(depth of flow)= 30.06 inches
d/D = 0.62 Max. Tailwater
Use Zone 3
Length = 8(dia) = 8(4.0') = 32 ft.
Width = Dia + 0.4(Length) =
4.0' +0.4( 32') =16.8 ft.
Min. Depth =18 inches
Use Class 1 Rip-Rap
( -Vert Cal - Pine f2
Entered Data:
Shape ........................... Circular
Ntm*w of Barrels ............... 1
rtt
CChhar Mifbr rnber...............?
Scab Number .......
............ 1 ...
Chart ..:............ CONCRETE
PIPE CULVERT; NO BEVELED RING
ENTRANCE
Scale Decsription ............... SQUARE EDGE
ENTRANCE WITH HEADWALL
........................ 117.7000 cfs
Mann Vs n ..................... 0.0130
oadway Elevation ............... 220-4000 ft
Inlet Ele9+ ow ................. 213.9600 ft
Outlet Elevation ................ 2134000 ft
Diameter ........................ 48.0000 in
Length .......................... 56.0000 ft
Entrance loss ................... 0.0000
Tailwater ....................... 0.0100 ft
Computed Results:
Headwater .................... =-11 115 ft From Inlet
Slope ........................... 0.0100 ftiR
Velocity ........................ 12.7606 fps
RfviftatA' Ir•10•o3
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Note:
use nomograp Tc or natural basins with well-defined channels, for overland
flow on bare ea ,and for mowed grass roadside channels.
For overland flow, grassed surfaces, multiply Tc by 2.
For overland flow, concrete or asphalt surfaces, multiply Tc by 0.4.
For concrete channels, multiply Tc by 0.2.
Figure 8.03a rime of concentration of small drainage basins.
8.03.4
min)
200
100
s0
10 fdtM#

P_
Colvtrf *,,
Exhibit 11
ISO 10,000
166 0,000
1 EXAMPLE
156
6,000 0.42 lacha (3.3 f«t)
144 5,000 06120 cfa
132.. ?,OOo ., +< NN

3,000 fsaf '
120 pI t.s M

2.000 (2) 2.1 7.4
106 (3) 2.2 7.7 .
no in too
96
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1'1
1-
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18 3 illustrated.
4
A .6
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I= HEADWATER DEPTH FOR
HEADWATER scA1.1:s tea CONCRETE PIPE CULVERTS
GUREAU OF "t.teROAOt Aft r9q,3 P,:I.rsto :!Air :: ! WITH INLET COPT TROB.
VI-11
f
G. George Trickey, P.E., P.G.S.
Krause Surveying Associates, Inc-
3708 Lyckan Parkway
Suite 204
Durham, NC 27707
Ph: [phone]
Fax: [phone]
November 17, 2003
Mr. John Dorney
NCDENR
Wetlands unit
Parkview Building
2321 Crabtree Blvd
Raleigh, NC 27604
Subject: Harvest Ridge Subdivision (Residential)
401 Water Quality Certification Requester l
Johnston County, NC
Dear Mr. Dorney:
Please find enclosed the application material for an Authorization Certificate for a one public road crossing of two
(2) un-named streams, for Harvest Ridge Subdivision, located in Johnston County, NC. The applicant for this
Certificate is Crossroads Development Corporation, 12400 NC Hwy 50 N, Willow Springs, NC, 27592,
(telephone [phone]). The site is 70.09 awes, 7.04 acres disturbed, located to in Waal Johnston County.
The project will consist of single-family homes and the two (2) proposed crossings will provide access to the
project site from existing S.R. 1309, Old Fairground Road One of the un-named streams runs into the second un-
named stream which runs into Camp Branch, which runs into Black Creek which runs into Holts Lake, which runs
into the Neuse River. The un-named streams are shown on the attached plans. The only impact associated with
this project is where the subdivision road crosses these two un-named streams.
There will be Reinforced Concrete Pipe Culverts at these two crossings. These pipe culverts have been designed
to minimize the disturbance to each of the un-named streams. These crossing designs will not encourage the
destabilization of these un-named streams.
The proposed road, Market Farm Lane is as near perpendicular as practical to each of these un-named streams.
The only access to this site is from S.R 1309, Old Fairground Road, and the property frontage makes it necessary
to cross both of these streams.
All storm water discharge from this site will be managed by a Stormwater Management Plan that is approved by
Johnston County, and will be conveyed in road side channels, some grassed and some with riprap.
The existing impervious area is 0% of the site. The proposed impervious area will be less than t5% of the site,
including roads and the development of each lot.
Proposed impacts resulting from both crossings (Zone 1 and 2) are approximately 0.23 acres and the length of
disturbance to both streams is approximately 149 linear feet.
During site construction the Applicant will provide the appropriate bulTer protection associated with the stream
crossing on the site. Erosion control measures will be in place to minimize any impact of the soil disturbance.
Considering the location of the site and the potential access needs associated with the development; the subject
property allows no practical alternative for access to the site.
WETLANDS 1401 GROUP
NOV 1 8 2003
WATER QUALITY SECTION
The estimated wetland on the entire site is approximately 8.3 acres, with only 0.09 acres being disturbed at these
two crossings.
I am hopeful all issues and concerns have been addressed- If there are any questions or concerns regarding this
request please contact me a call at [phone] or on my mobile [phone]. Thank You.
Sincerely,
L. George Trickey, P.E., P.L. S.
Attachments (7 copies each):
Pre-Construction Notification (PCN) Form
Site Location Map (USGS Copy)
Site Location Map, Johnston County Soils Map
2 Crossing Site Plans (8 ,6z x 11)
2 Culvert Profiles at Crossings (8'/2 x 11)
Culvert Calculations for both Culverts (Pipes I & 2)
Sheets 2, 3 & 4 of Construction Plans (24 x 36)
$200 Check for 401 WQC Processing Fee
CC' Mr. Todd Tugwell - US Army Corps of Engineers
Mr. Michael R. Coates - Crossroads Development Corp.
Office Use Only:
Form Version May 2002
USACE Action ID No. DWQ No
(If any particular item is not applicable to this project, please enter "Not Applicable" or "N/A".)
L Processing
1. - Check all of the approval(s) requested for this project:`
N Section 404 Permit N Riparian or Watershed Buffer Rules
? Section 10 Permit ? Isolated Wetland Permit from DWQ
401 Water Quality Certification
2. Nationwide, Regional or General Permit Number(s) Requested: N W P 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 (verify availability with NCWRP prior to submittal of PCN), complete
section VIII and check here: ?
5. If your project is located in any of North Carolina's twenty coastal counties (listed on page
4), and the project is within a North Carolina Division of Coastal Management Area of
Environmental Concern (see the top of page 2 for further details), check here: ?
II. Applicant Information
1. Owner/Applicant Information
Name: Gros: rmats eve/002 +Neftf' Carp era.' : 061
Mailing Address: ? 2 1 oo HG Hwv So N
L?i??OW S?/?NO f NG 273 9Z
Telephone Number: 9t 9) 98 9 - 9702 Fax Number:_(902 78? - 97o3
E-mail Address:_ YA
2. Agent/Consultant 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: tvA
Company Affiliation:.
Mailing Address: WERANDS i 481 GROUP
03
Telephone Number: Fax Number:
E-mail Address: VVAFER QUALITY SEcTioN
D-[nF1)
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, th_e.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:_ l ?a r yc S I ir% s v 6 al: V: 0 H
2. T.I.P. Project Number or State Project Number (NCDOT Only):__ NA
3. Property Identification Number (Tax PIN): PIN 1613-87-1876 P1N /613.87.2o47
4. Location
County: To k k% -J?oP% Nearest Town: Cro ss r, ols Ala
Subdivision name (include phase/lot number): MA
Directions to site (include road numbers, landmarks, etc.): ._- 4o 5..4ti /VG 2 / o We:t
5,8. 13o9 S6WV l3$w+;les 4o s:Ja nn Cast s•,I 6-' 5:1e, 13o9
5. Site coordinates, if available (UTM or Lat/Long): 3S' Al 3 o' t 1" W ow 36 Zs
(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. Property size (acres): 7o. o 9 T
un-AftMed to CA'"t Rr,•.a? tc? Ql?clcGree?
7. Nearest body of water (stream/river/sound/ocean/lake):-to AM fs L. kg 1, Ale-se 9 ' ver
8. River Basin: ale us e-
(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.nc.us/admin/maps/.)
9. Describe the existing conditions on the site and general land use in the vicinity of the project
at the time of this application: U k - D-e J* / Ae ?1 wo, d s _ o ! d F,4r..n l a +n/?
Ann. A nF 1 ^I
10. Describe the overall project in detail, including the type of equipment to be used: 8M; /J
ll : 77 /of Soed:y's'ev{, r/=•8Y
?eNa? 'r' 1
. Mum . •k Q.fe 'A??_? TA Q..e a_. t_ahf p?VQ Ief ?.?? ?.? CON ITYraf {?T?A/k2
11. Explain the purpose of the proposed work: P426 : . t. 4: a/ - 7 7 L a t s 6c?; v: s; o h
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.
NA
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.
&I 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.
D- '7 nF 1 7
I . Provide a written description of the proposed impacts: 2 R e e a/ C, • 5 1 W--of z
- uw - 6tQ U J 5-fie. 'S, D ti 6 81 C P Co /L. '. i I. S' L --
, ?. 8" A C P /.". 4- - R7 C- i c
2. Individually list wetland impacts below:
/etland Impact Area of Located within
Site Number Type of Impact* Impact 100 year Floodplain*
idicate on maul bar-Mel 4.e..1--%
4. _ *66i
2
C„
!l C * wcrf
a 149.0
Distance to
Nearest Stream
(linear feet)
0
Type of Wetland***
List each impact separately and identify temporary impacts. Impacts include, but are not limited to: mechanized clearing,
excavation, flooding, ditching/drainage, etc. For dams separately '
" 100-Year floodplains are identifiedthrough the Federal Emergenc impacts due to both structure and flooding.
Y 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 httnl/www.femagov.
List a wetland type that best describes wetland to be impacted (e.g., freshwater/saltwater marsh, forested wetland, beaver pond,
Carolina Bay, bog, etc.) Indicate if wetland is isolated (determination of isolation to be made by USACE only).
List the total acreage (estimated) of all existing wetlands on the property:_ S7.3 f a cres
Total area of wetland impact proposed: 0.09 acre's
3. Individually list all intermittent and perennial stream impacts below:
Stream Impact
Site Number
Type of Impact* Length of
Impact
Stream Name** Average Width
of Stream Perennial or
Intermittent?
(indicate on ma) (linear feet) Before Im act lease specify
ea Cvlverf 43,5 (lh-Naa?ea/ S eHn'
I .0

cc,
#2, C / er+ SS.S Ut?'Naw?a? S Q h i
?
'R-' 32.0 o-
" List each imact s e tel an
d i
p par- y ..dy temporary unpacts. 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).
stahili7ation activities (Cement wan. rip-rnp, mb .,,aL, gabi,=-, etc.), excavation, ditcl'.iable? ghtcaing, cic. If sticam, rcl catiaa 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
www.us¢s.eov. Several intemet sites also allow direct download and printing of USGS maps (e.g., www.topgzone.com,
www.mAMuest.com etc.).
Cumulative impacts (linear distance in feet) to all streams on site: 14 9 Z-6
13-Q nr 17
4. Individually list all open water impacts (including lakes, ponds, estuaries, sounds, Atlantic
Ocean and any other water of the U.S.) below:
Open Water Impact
Site Number
indicate on ma)
Type of Impact* Area of
Impact
(acres)
Name of Waterbody
(if applicable) Type of Waterbody
(take
, pond, estuary, sound,
bay, etc.)
NA

TARt each imnart e -tph, .-A :A-+,:f.
--r--- --r--».?•, •4• J t?LUYVI?,y -pace. impacts mcmae, out are not Imted to: fill, excavation, dredging,
flooding, drainage, bulkheads, etc.
5. 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.): HA
Proposed use or purpose of pond (e.g., livestock watering, irrigation, aesthetic, trout pond,
local stormwater requirement, etc.): . NA
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.
CJ'"
Ga..a..f •s??sw.v? Df•e?•dg< ik. I-A a/•qfa.Jawr 4o f40 erttk arQas
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.
D-o..rt7
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
bt.ti)://h2o.enr.state.nc.us/ncwetlands/StrmLride.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 (acreagellinear 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.
A/A
2. Mitigation may also be made by payment into the North Carolina Wetlands Restoration
Program (NCWRP). Please note it is the applicant's responsibility to contact the NCWRP at
[phone] to determine availability and to request written approval of mitigation prior
to submittal of a PCN. For additional information regarding the application process for the
NCWRP, check the NCWRP website at hitp://h2o.enr.state.nc us/wrp/index htm. 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): WA
Amount of buffer mitigation requested (square feet): N A
Amount of Riparian wetland mitigation requested (acres): /VA
Amount of Non-riparian wetland mitigation requested (acres): NA
Amount of Coastal wetland mitigation requested (acres): NA
Page 10 of 12
IX. Environmental Documentation (required by DWQ)
Does the project involve an expenditure of public (federal/state) funds or the use of public
(federal/state) land?
Yes ? No I g
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 0
X. Proposed Impacts on Riparian and Watershed Buffers (required by DWQ)
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 Suppl Buffer Requirements), or other (please identify Nevs4z )?
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
Miti
6137 gation
3 NA
2 3898 1.5 NA
Total 16,02S- A
cone t extends out 30 feet perpendicular from near bank of channel; Zone 2 extends an
additional 20 feet tram the edge of Zone 1.
Page I1 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.
_NA
XI. Stormwater (required by DWQ)
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. A /'
EX:s :Na ??Derv?o?S ° Oy?e r}a/osQo? I Otev.,V's /So Toi./ G eT s.ie 72.094C.
W,W% Romd eG,oM,,.Is Ck;Pk+?e j?iw?a? }o
X H. Sewage D;e; asai (required by D- Q,
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.
Fack (Zes;dJ,,R.1 401- t-.-I/ A.L,*- a s*,A r_ -re_1J S:7G medue..a./
XIII. Violations (required by DWQ)
Is this site in violation of DWQ_Wetland Rules (15A_NCAC 211.0500) or any. Buffer Rules?
Yes ? No
Is this an after-the-fact permit application?
Yes ? No
XIV. Other Circumstances (Optional):
It is the apf,`?; -:?`; L%-ZJiviiS iiiiuy LU su'vuuL ithe application sufiicientiy in advance of desired
construction dates to ailow 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, accessibility problems, or other issues outside of the applicant's control).
MA
r
App icant/Agent's Signature ate
(Agent's signature is valid only if an authorization letter from the applicant is provided.)
Page 12 of 12

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Harvest Ridge Subdivision
Sta 14+50 - Market Farm Lane
PIPE DESIGN - Pipe 41
Flow Calculations
Tc= 5.0 min. C = 0.99 Paved
6--&19 inft C = 0.45 Wooded?Field
Drainage Area =12.50 acres
Paved Area = 0.34 acres
Wooded Area =12.16 acres
Combined Runoff Coefl: C = 0.46
%5 = CIA = 0.46(8.19)(12.50) = 47.1 cfs
Slope = 0.50%
Vkwtv-ft n = 0.013 Reinforced Concrete Pipe
Use 36RCP, 0.50% min.
Rim apron Design - Outlet
1,x=7.5 in/hr Te 5.0 min.
Qio = CIA = 0.46(7.5)(12.50) = 43.1 cfs
Vio = 7.56 fps
djo(depth of flow= 27.05 inches
d/D = 0.75 Max Tai water
Use Zone 2
Length = 6(dia) = 6(3.0') =18 ft.
VVKM = Dia + 0.4(Length) =
3.0'+0.4(18') =10.2 ft.
Min. Depth =12 inches
Use Class 1 Rip-Rap
Culvert Calcdator - Pipe #M
Entered Data:
Shape ........................... Citcc der
Number of Barrels ............... 1
Solving for ..................-. Headwater
Chart Number .... ............ 1
Scale Wimber .................... 1
Chart Description ............... CONCRETE
PIPE CULVERT, NO BEVELED RING
ENTRANCE
Scale Description ------- ------- SQUARE EDGE
ENTRANCE WITH HEADWALL
Flowrate ........................ 47.1000 cfs
MannirVs n ..................... 0.0130
Roadway Elevation ............... 225.9000 ft
Irdet Elevation ................. 220.9200 ft
Outlet Elevation .................M.7000 ft
Diameter ........................ 361!')00 in
Length .......................... 44.01700 It
Entrance Loss ................... 0.0000
Tailwater ....................... 0.0100 ft
Computed Results:
Headwater ....................224.7582 ft From Inlet
Slope ........................... 0.0050 ftlft
Velocity ........................ 7.6113 fps
Re?,ss?: il-lD-o3
z
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Exhibit I I
180 10,000 O
ISO
156 8'000 EXAMPLE
(!)
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7
6,000 oast tech" (3.5 tart) 6.
144 5000 0120 eta

132
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96
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84
600
500
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-21 5 horizontally to seala (1),thaa
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0 gild 0 stales, of reverse as

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12 HEADWATER DEPTH FOR
H EADWATER SCALES 283 CONCRETE PIPE CULVERTS
GURCAv Of PMt.IC lronoip ,j" 143 REVISED Mar 064 WITH INLET CONTROL
VI-11
3
Harvest Ridge Subdivision
Sta. 24+38 - Market Farm Lane
PIPE DESIGN - Pipe 82
Ctdvert Caieulabor Pipe 22
Flow Calculations
Tc=10.00 min. C = 0.99 Paved
6=7.01 W hr C = 0.45 WoodedlFieid
Drake Area = 36.50 acres
Paved Area = 0.64 awes
Wooded Area = 35.86 acres
Combined Runoff Coeff. C = 0.46
Q25 = CIA = 0.46(7.01)(36.50) =117.70 cfs
Slope =1.00%
Manning n = 0.013 Rein d Concrete Pipe
Use 48" RCP Q 1.00% min.
RIP-Ran apron Desion wOutlet
l,0=6.13 in/hr Tc=10.0 min.
Qjo = CIA = 0.46(6.13)(36.50) =102.92 cfs
V10 =12.42 fps
d,a(depth of flow)= 30.06 inches
d!D = 0.62 Max Tailwater
Use Zone 3
Length = 8(dia) = 8(4.0') = 32 ft
Width = Dia + 0.4(Length) =
4.V +0.4(32') =16.8 It.
Min. Depth =18 inches
Use Class 1 Rip-Rap
Entered Data
Shape .......................... Cirarlar
Number of Barrels ............... 1
Solving far .................... Headwater
Chart Number ......... 1
Scale Number .................... 1
Chart Description............... CONCRETE
PIPE CULVERT; NO BEVELED RING
ENTRANCE
Scale D8csriPtin ............... SQUARE EDGE
ENTRANCE WITH HEADWALL
Flowrate ........................ 117.7000 cfs
Manni Vs n ..................... 0.0130
Roadway Elevation ............... 220.4000 ft
Wet Elevation ................. 213.9600 ft
Outlet Elevation ................ 2134000 ft
Diameter ........................ 48.0000 in
Length .......................... 56.0000 It
Entrance Loss ................... 0.0000
Tauter ....................... 0.0100 It
Computed Results:
Headwater ....................=A 115 ft From Inlet
Slope ........................... 0.0100 ttift
Velocity ........................ 12.7606 fps
Rgv;jej., 11-10.63
4-
Cv?vtr'f' ?
H (ft)
Tc(min)
,,-200
L 00
1
L (ft)
10000
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5

Note:
Use nomograp Tc or natural basins with well-defined channels, for overland
flow on bare eart , and for mowed-grass roadside channels.
For overland flow, grassed surfaces, multiply Tc by 2.
For overland flow, concrete or asphalt surfaces, multiply Tc by 0.4.
For concrete channels, multiply Tc by 0.2.
Figure 8.03a rime of concentration of small drainage basins.
8.03.4
s
L =1'7 0 0
CvIvtrf *Z
Exhibit 11
ISO 0
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168 8000 EXAMPLE ( ? y (Q) (3)

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6- 7
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144 5.000

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HEADWATE R DEPTH FOR
HEADWATER SCALES 215,3 CONCRETE PIPE CULVERTS
•VREAVOf /VOUCROAOg Aft NSS REVISED MAY 1964 WITI' CNLET- CONTROL
VI-11
6
DWQ# 03' J yL1'0 i ate T1 - I ?? a3 Who Reviewed: &`^&Al
Plan Detail Incomplete
? Please provide a location map for the project.Ot+
M Please show all stream impacts including all fill slopes, dissipaters, and bank stabilization on the site Ian. I a 4U
? Please show all wetland impacts including fill slopes on the site plan. 15?? C
j Z- Q c?Uc¢
? Please indicate all buffer impacts on the site plan. ®- l?' "?Z
? Please indicate proposed lot layout as overlays on the site plan. ' we
? Please indicate the location of the protected buffers as overlays on the site plan. !/ ¢ VAQ_
1
? 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.
Please indicate the diffuse flow provision measures on the site plan.
/UJ ts
lease indicate whether or not the proposed impacts already been conducted.
Avoidance and/or Minimization Not Provided
? The labeled as on the plans does not appear to be necessary. Please eliminate the or provide additional
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 stormwater 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 stormwat cube discharged through the buffer.
44aVL 2Q 'C Ca?-t 'nltis?
Other ??
? The application fee was insufficient because over 150 feet of stream and/or over 1 acre o?wetland impacts ere requested. Please
provide $ . This additional fee must be received before your application can be reviewed. +/1
? Please complete Section(s) on the application. y-2-
? Please provide a signed copy of the application. /t4'
Please provide 6 copies of the application, copies of the site plans and other supporting information. ,
Mitigation
? of compensatory mitigation is required for this project. Please provide a compensatory mitigation plan.
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.
T A-22 J'C4_ 3
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i 1 , X10 ~ --_~f7 '-3c1 dt#:4 --S9RA1rI~,NE~tTNER --'GRASS , 1 , ~ I .\~11 ~ so,O f~~., 3:~~dr~:a---sIIiA~! NET I,IdER-'" GRASS - \ / 1 1 - 1 \ 1 1 , , \ \
I 12/ ~ f~T `.'----3~LJc 4J, STRAW NET LINER GRASS _ _ \ _ ~ I 1 ~ 1 \ , ~ , \ ~ \ ~ ` \ / I I II I SCALE: 1 -100
I 1 1 ~ 0 Fll ~ 3:1 dt 4:1 ~`~SiRAW NET LINER GR~-' ' ' I r , ` ~ ` ' ' ` ` ` \ I , I\ ~ ~14\ 0 FTI ~ 3:1 dt 4:1 S1iRAW NET LINER ,-6RAS8,_ - _ _ - \ - _ - _ , 1 + ' + ` 1 \ , 1 \ ~ I 1 , \ 0308 017 CD.DWG
1 1 1 \ - i i \ ~5 \ \ 0 FTJ r 3:1 dC 4:1 STRAW NET LINER ~ GJ3ASS ~ \ ~ \ _ ' i I II I 1 1 ,1 , \ ` , , ,
/ ~ Y1~,_ ~__IIlT ! t.1 L i.t c~iw ucr Iwro_r'' ,1~o~cN _ ~ _ / ~ , /'171 ~\f'1['r. /4~fT ~ ~1T1~TT ` 7\7!1T ~7T \ \
1 1 \ \ \ G6T - - \ \ 1 i 3:1 & 4:1 --.STRAW NET 1XR
8 1T1~ - 31"~ 9 STRAW NET-UNERr- 1\TS 1 \ \ , , \ ` 1
D'fi- __3:J_A4:1___&T1tA11V NET jJME§ /r / ARAS3 1 I ~ _ , - - - - - - - - - - - - - -
12 07 3:1 $ 4.1 STRAW-NET UN R GRA rt.- 1 1 \ \ \ \ 1 - - , r 0 fT - 3i T de 4: t STRAW J91- R rt~RA!i~ 191-- ~JW - I , SHEET
I f r \ 1 \ 1 1 \ \ \ \ , , \ \ 1 5 , \ \ , ,
- \ 1 \ ? ? , \ 1 \ 20F 12

U
d'
O
~ ~
~ ~
RS A r Q
esi U ~ l~ Ac 0 ~ ~
• x9 ~ ~ ~ ~ ~ ~ ~ ~ td ~
~ ~ I
~U~
~ ~ 1 ~
\ \ 1 \ \ ~ 1 EXISTING POND ~ i ~
\ ~ \ \ 1
\ \ ~ ~
\ 1 ~ \ 1 \
\ \ \ ~ / ~ / ~ ~ ~
~
\ \ ~ \ ~ ~ ~ i . ~ ~
~ \ i , \ ~ ~ ~ \ ~ / \ ~±oh co / rk~ ~ O
\ ~ ~ / CENTERLINE CURVE DATA \ ~ ~
\ \ \ \ ~ \ ~ / L=391.38' ~ ~rj / R=475.00' G~ . ~
T=207.57' 0~~
\ \ CENTERLINE CURVE DATA RIP-RAP APRON / CH=380.40' ,~P
\ \ 18 LENGTH P,~µ \ L=179.17, ~ 10.2' WIDTH e CH BR=S 65'38'26' E 5 y ~ TEMPORARY TYPE 'B' DELTA=47'12'32`
\ _ \ \ R-310.00 ~ ° 12" MIN. DEPTH 20' ~ ~ e~ ~ R~ T 76 ~ ~w
\ T~s2.1s ~ OPEN SPACE ~ ~ ~ \ \ CH=176.68' ~ ° CLASS 1 RIP-RAP zqo~ 2 ~ M u uN,pN•i 1 ~ c , 0x16.5 x2.0 DEEP WATER METER BOxES ~
~ \ - \ _ ~ ~ n° TEMP ' ' Iq~ ~ ~ \ CH BR S 55'1155 E ~ + + ~ ORARY TYPE B - 1or~ ~ ~ 4'x0.5 SPILLWAY + VATH 'TOUCH-READ' IJDS ~ IOt~ ~ 20' 77 n 5EE DETAILS ~ SPECS ~.~E ~'•'y'•.
~ \ \ \ DELTA=33'06'51" DITCH i'~ ~ ~ a N ~ P \ N R ~ ~ 16'xi8'x . ' ~ 1~ caRPORAnaN sraP TYP. ) DITCH ~5 / ~ Z:Q~ :1 ~ ~ ~ ) TEM. STRAW NET LINER s
\ \ 0'x'70' SIGHT TEM. STRAW NET U E ~ i TEMPORARY DIVERSION , 2 0 DEEP SILT \ \ ~ DITCH TYPICAL 4x0.5 SPILLWAY ~ FENCE ~ DITCH X13 ~ PSI OPERATING PRESSURE ~ Hl~. 3/4' CUSS 200 ~ X S~l • l U POLYETHYLENE PIPE ~ TEM. STRAW NET LINER a WATER sERwcE (TYP.) . / r ; 19302 e
\ ~ TRIANGLE - _ o. ~ ( ) HIGH O :1~ • ~
p \ ~ / \ \ ~ ~ B' PVC WAtEPo.INE
\ ~ \ / 11+~ NEW ASPHALT 12+DO
\ \ V l / 13tOO ~ ~ PAVT ~ 14+0 'INV. 220.7 y- PAVEl1ENT S p y rc ~ ~I ' INV. 220.7 15+0 a'xe• - .1 r~ ' i P 1s+oo 1a+oo
BORE UNDER ROAD PER R~~• 388'30' E - -i-N a , - I S 44'21'05' E NCDOT SPECIFICATIONS \ ~ t.; $ ~ ~ ~ I ~ - _ cl-10-0 3 S 42'0210' E I - ~
5 EDGE OF PAVT INV. 220. 2 INV. 220.2 ~
::~x• HICH
~0 aj PgNT ~ ~ DITC
\ ~ ~ I \ a, ~ + PIPE 1~1" SILT ~ ~ - _ - TEM. STRAW NET LINER SILT N DITCH #4
\ r ~ ~ TEMPORARY DIVERSION 44 LF-36 FENCE I a FENCE ~ ~ cv TEM. STRAW NET LINER ~ N
\ ' DITCH (TYPICAL W/ 2-FE ® .50X I I u ~ Qx ~ ~ p CENTERLINE CURVE DATA ) ~ eta \ o ~ 10x70 SIGHT I ~ +
p,'0 0 \ ' : ~I,gll~ ~ L=30.89 DITCH ~!2 I ~ a. - \ R-310.00 TEM. STRAW NET LINER I ~ ~ Lm26.27'
~ 1 I I ~ \ ~ T-15.46 ~ I c ~ N N R=650.00' 1 a a T=13.13
CH=30.88 I ~ \ - ~ " TEMPORARY TYPE 'B' CH=26.26
\ \ CH BR-S 4129 47 E 30' z ` \ DELTA=05 42 35 SEDIMENT TRAP ~2 I ~ so' 1 ~ ONE 2 CH BR=S 43'11'37` E ~ w Ig1E ~ Z DELTA=02'18'55 ~
\ 1 ~ 20 1 1~, 16x18 x2.0 D EP E ~ ~ \ E 2 zaN 50 ItlP~ z 50 [A a
\ \ 4x0.5 SPILLWAY z ~pAR1AN 4 \ z~ ` TEMPORARY TYPE B O
\ ` I ~ \ • SEDIMENT TRAP 114 ~
7 \ \ \ I . \ \ 10'x16.5'x2.0' DEEP ~ 4x0.5 SPILLWAY y ~
. ` W U
\ ' \ \ 1 OPEN SPACE a I W
\ \ ~ \ Z • \ 1 ~
~ z
W
~ W o.
SCALE: Y=40' H 1=40 H M
p PVI STA 12+50 o
t 244 244
A.D. ~ -1.18 I i
z . i j
242 100.0 ' vc HIG POINT E EV = 22 .67 242
_ LO POINT E V = 22 .38 = 22 .38 - -
a o ~ LOW POINT ST = 14+ .55 PVI STA 16+25 ~ ~ = 240' ~ , a ,
240 z_ EXI 11NG GR ND 25' IGHT ~ N PVI ELEV = 225.32 • ~ ?~ND~ ~ ~1.D~ t,~ti~ 225.32 _
D: Li w A.D. 5.35 ~ CENTERU E EXISTI G GROUN ° ~ °o o i.35 K = 1.39 I
238 m a . _ _ - NO 238 V 1 A.D. _ -2.58 ~
~ EXISi1NG GROUND 5 LEFT - - _ ~ N , 110.0 VC ( ~
f%> W - - - 236 is ~
236 ~ - . • 00 ~ W w 1~D. vC
- - ~ ~ a - - o I
234 ~ ~ r ~ + 234
+ N ~ N N ~ ~ ~
N U + s0 W ~ N _ - 232
'2n w 232 v > 1 W
36" MIN > m XI N U m f11 W J W ~ ' - -O. ~""1
OF OAD W m 0] p N 230 H
230 `3,18 CE TERUNE INISHED ADE ISHED ADE I ~ N N ~ ~
J, -F_---- ~ N .'I U U ~ N
228 - 228 \ W W fJl W
CHANNEL DATA
6" VC WATE LINE ~ _
226 ~,HANNEL N0. BOTTOM WIDTH SIDE SLOPES TEMPORARY LINING PERMANENT LINING _ _ _ - 226 / \
~1 2 FT 3:1 CLASS 1 RIP-RAP CLASS 1 RIP-RAP ~2 0 FT 3:1 SYNTHETIC MAT GRASS 36" CP ~ 3s' cP - . . - ~ 0
224 ~3 2 FT 3:1 CLASS 1 RIP-RAP CLASS 1 RIP-RAP i _t_ ~ 224
~4 0 FT 3:1 CLASS 1 RIP-RAP CLASS 1 RIP-RAP ~ ~`~9
,~5 0 FT 3:1 SYNTHETIC MAT GRASS ~ I . o
222 222
ROADSIDE DITCH DATA _--r-
12" N 12 MI .COVER i ; 220
220 CHANNEL N0. BOTTOM WIDTH ~ TEMPORARY LINING PERMANENT LINING ~1 0 FT 3:1 dt 4:1 STRAW NET LINER GRASS
~2 0 FT 3:1 & 4:1 STRAW NET LINER GRASS 1 FULL OINT OF UCTILE I ON _--1-_-_ _ _ 218
~3 0 FT 3;1 & 4:1 STRAW NET LINER GRASS _ 1 FULL 218 ;1 do 4:1 T N R GRASS WATER WATERU E CENTS ED I i
#4 0 FT 3 STRAW NE U E ~5 0 FT 3:1 & 4;1 STRAW NET LINER GRASS ---t ~ V 1
~6 0 FT 3:1 do 4:1 STRAW NET LINER GRASS I
216 N7 0 FT 3;1 do 4:1 SYNTHETIC MAT LINER GRASS ~8 0 FT 3:1 do 4;1 STRAW NET LINER GRASS 216
~9 0 FT 3:1 dt 4:1 STRAW NET LINER GRASS
X10 0 FT 3:1 do 4:1 STRAW NET LINER GRASS _ _ 214 X11 0 FT 3:1 do 4:1 STRAW- NET LINER GRASS - ---t- 214
X12 0 FT 3:1 do 4;1 STRAW NET LINER GRASS - i - ---~-t-- --t---
~13 0 FT 3:1 & 4:1 STRAW NET LINER GRASS I
212 X14 0 FT 3:1 & 4: t STRAW NET LINER GRASS X15 0 FT 3:1 do 4:1 STRAW NET LINER GRASS --_r - - 212 I
X16 0 FT 3:1 do 4:1 STRAW NET LINER GRASS - - -
~17 0 FT 3:1 do 4:1 STRAW NET LINER GRASS 210
210 X18 0 FT 3:1 6c 4:1 STRAW NET LINER GRASS X19 0 FT 3:1 & 4:1 STRAW NET LINER GRASS ` OCTOBER 10, 2003 - I
#20 0 FT 3:1 do 4:1 STRAW NET LINER GRASS
,121 0 FT 3:1 do 4:1 STRAW NET LINER GRASS 208 SCALE: 1"=40' V 208 1 -4 H
CENTERLINE m o o °D ro o o ~ ~ ~ ° 0 0 0o N N o o ~o d~ ~ r0 ~ rp ~ O ~ tp r iA tq O M N o ~ ~ ~ o ~ ~ ~ ~ N n ~ ~ ~ ~ o--- ~ 0308-017-CD.DWG ~ ~
FINISHED ui vi ~ a M ri N N I.- o o rn o ~ r ~o rD r ao aq ,oq i~ ao ao ~ ri t; c~ ,sp ui '~~i ~ ;ri
R5 M M ri) In ri M M M M M M GRADE N N N N N N N N N N N N N N N N N N N N N N IN N N N N N N N w cV N w N N N N w w N N N N N N N N gN N N N N N N N IN N N
10+00 11+00 12+00 13+00 14+00 1 % 15+00 16+00 17+00 18+00 19+00 SHEET
PROFILE MARKET I ,'.'ET FARM NE
SCALE: 1"=40' H V H 30F 12
1'=4' V E' v

-
82.0 LF STREAM IMPACT (MEASURED ALONG CENTERLINE OF ExiSTING STREAM)
U
PUBLIC HT-OF-WAY di
O
ise~w~ I SECTION A-A A A- A u~
6' SHOULDER I g' U a) ~ ~
2% I 2% TOP OF ROAD RoaD C>, ~
A • ~ O es, U ~ ~
I ~ 0
Ay ~ ^ ~ W P ~ ~ ~
1 B LF RIPRAP _ _ _ _ _ ~ LF-3g- RCP CULVERT _I _ AT O.SOX SLOPE - _ _ , _ _ _ _ RCP - m ~ ~
INV. 219.70 I INV. 219.92 ~ ~ I ~
PIPE 1 FT BELOW STFi1N BED I EXIST. GRADE AT CENTER OF UNNAMED CREEK PIPE i FT BELOW ~.0 Z N
PREAAI ~D EIAW ' S~ ~ ~
NOTES: I A sTREAM ~D a ~ ~ ~
PIPE CULVERT 1 1. BURY PIPE 1 FT. BELOW EXISTING STREAM BED, 'ERT #1 U ~ c~ ~
TO PROVIDE FOR AQUATIC LIFE PASSAGE IMPACT AREA ~ 2. THE STREAM AT THIS LOCATION IS VERY STRAIGHT REA #1 ~ cd ~ ~
THEREFORE THE DISTURBED STREAM LENGTH IS THE STA. 14+56 MARKET FARM LANE ~ ~ ET FARM LANE ~ U
SAME AS THE PIPE AND RIP-RAP APRON LENGTH. NOT TO SCALE SCALE ~ ~A
\ ~ ~ / ~ a
\ ~ ~ / \ ~
\ - ~ / \ - ~ EXISTING POND r _ ~Q• / CENTERLINE C J VL D ~ ~ / - t R - ATA \ O
\ ~ ` l 1 \ ~ / I_=391.38 ~ ~
\ \ I I / R=475.00'
I \ - CENTERLINE CURVE DATA RIP-RAP APRON ~ T=207.5T ~ ~ / CH= ~ x
\ ~ _ 18' LENGTH 5p~ IPARI \ L-179.17' ~ AN so' ' ~ ~ 380.40 IPgRIgN u4~ CH BR=S 65'38' 6~
\ R=310.00' 10.2 WIDTH \ ~ ~ 12" MIN. DEPTH 2a' I TEMPORARY TYPE 'B' DELTA= '1 2" Y . RIP o ~ aN SEDIMENT TRAP #3 M i umuu
\ T=92.16' ~ OPEN SPACE ~ ~ I \ \ \ CH=176.68' ~ ° CLASS 1 RIP-RAP zgyE 2 30' ~ 1 30 ~ 1'O~t16~z2.0' -BEEP- _ ro ~ / 0~~1p, I~I~~~i
~ \ - \ CH BR=S 55'11'55" E ~ "r ~ 20^~ r \ " ~ + + ~ TEMPORARY TYPE 'B' 1 ~ ~ WA • ~i ~ 1 ~ 4x0.5' SPILLWAY -7 _ - - - TErt METER BOXES CAIN 1 p0' 7l + WSA~-~Olit;~RE~DS. ~ J ~i oNE ~ ~ SEE DEw~s ~ SPECS) DITCH 5 ~c pQ`'~ESS •.,1,'.
~ \ \ \ DELTA=33 O6 51 DITCH ~1 ~ ~ N N i M N A 1 I ~ 10"IE z coRPaRanoN sroP (TYP.) # ~ ; ?:Q~' •.1
\ \ TEM. STRAW NET LINER ~ ~ 16'x18'x2.0' D ~ \ \ 10'x70' SIGHT ~ i TEMPORARY DIVERSION 4'x0.5' SPILL SILT 300 PSI OPERATING PRESSURE II TEM. STRAW NET LINER SILT DITCH #3 3~+• zoo ~ SEAL
\ ~ TRIANGLE - ~ DITCH TYPICAL I FENCE ~ FENCE I FlRE H1D. U POLYETHYLENE PIPE ~ I TEM. STRAW NET LINER H a WATER SERNCE (TYP.) r : 1g3p2 =
- IcH / 00 : M ; ~ POINT ~9k WM WM ~ ~ 'y~~~'.~E`N
\ \ ~ / ! 6• PVC WATERLINE \ - / ~ NEW ASPHALT - - - - ~ / , QIN~~
\ ~ ~ 11+00 _ 12+00 ~E OF PAVT / ~ ~ 'INV. 219.7 15+0 s'Xs'TE _ - .--1 ~ ' NI
\ / . . PAVEMENT S . " 13+DD r ~ 14+0 I - II BORE UNDER ROAD PER R, ~e~e'~• E . -~N < I~I_ NCDOT SPECIFICATIONS 'f0' ~ " - a o S 14'21'05' E I I P 16+00 +00 /"j I 17+00 s• c.v. 18 3
\ 5~ 1 . ~ EDGE OF PAVT ~ I s 42roY~o' E I -
INV, 219.2 ~ _ HIGH
~o . ~ POINT . _~..~-:..r-~1~~..~~•• DITCH #6
- TEM. STRAW NET LINER I DITC SILT H #4
~t \ ~ + TEMPORARY SII r^ ~ DIVERSION 44 LF-3 FE FENCE ~ 00 N TEM. ST N RAW NET LINER /
~ ~'°'a \ o DITCH TYPICAL W 2-FE 4ia .50~ ) - ~ k \ 10x70 SIGHT a INTERLINE CURVE DATA ( ) ~ - ~ ~ N R / ~ rn + ~
\ ~o ~ L=30.89' DITCH 2 D.A.-1 .50 A . ~ y~ \ - TRIANGLE o_ ~ ~ + ~ L=26.27 ! w
\ s R=310.00 TEM. STRAW NET LINER ~ ~ _ \ ~ T-15.46' ~ ~ ~ ~ R=650.00' ~ 1 ~
~ \ CH=30.88' ~ v II T=13.13' o a ' ~ CH=26.26' ~ o D.
t \ CH BR=S 41'29'47" E TEMPORARY TYPE 'B' ~ \ \ _ " I TRAP so' E z CH BR=S 43'11'37° E W 3
y \ \ DELTA-05'42 35 20, ~ 16x18 x2.0 DEEP 2 ZONE t ~ \ ~ ~o ONE ~ ZoN DELTA=02'18'55" ~ o 1 Z ' RIP~IAN Z _ Z ZpNE ~ Uj a ~
\ \ \ 4'x0.5 SPILLWAY ZEE ' RIPARI?~ ;o' R~PAR~?J~ ~ TEMPORARY TYPE 'B' 1 Z ~
\ ` ~ FFER 4 \ U uFFFR ~ ~()IMENT TRAP #4 O ~ 3
~ \ \ \ ~ 10'x16.5'x2.0' DEEP Ul w ~ 4'x0.5 SPILLWAY ~ ~ ~
`~P \ ~ Gy \ \ \ - ~ i ~ ~ a
~ \ OPEN SPACE x 3
~ \ \ I W~
i I Wo Z
Z~ Wo
W°
SCALE: 1"= SCALE: 1"=40' H a z
M M O ~
\ ~ O ~
°a j i ! I PVI STA ~ 12+50 244 -------o i L - _ - . ; _ - - - - IPV! ELEVr 231,681 _ _ - ~ . - - - I I i ~ ' ' ~ \ i N - _ - _ _ _ - 44
~ I i i ! I A.D. -1.18 I i I a I 'i I 'I
- - - - - Z I - - _ _ - K _ X4.82 1 _ _ 1- - _ - _ _ _ _ _ _ i i I - - ~ N
- _ _ I ~ _ - - - I 242 -o t _ - ----I-__ _ ~ _ - - , __r _ _ 100.010 vc -_--r __.._.1-. -.._____.i. _ _ - I I - _ - _ - - 242 I HIG POINT ELEV - 22 ,67 '
~ , - _ i__ - - _ - _ LOW POINT. EGEV POINT EGEV = 22$.38 _ H1 P-DINT Sl!A-=-16+ .15 - - --I - _ _ _
1 ~ i °o , ~ I LOWS POINT STIR = 14 OINT STW - 14+6 - .55 ` ' ~ PVI STA I= + ~ ~ 16 25 i ~
240 ! PLAN VIEW In~~tall Level and flush w N r7 I I z ~ I EXI TING GRO ND 25 IGHT ~ ~ N ' i= ~ _ 240 'VI ELEV 225.32 - ~ -
with natural round. _ _ ~ _ _ __j ! _ _ - _ _ - ~ PVI ELEV I 225. _ I _ - _ i ~ I AD. -3.5Il l I _ ; I A.D. 5.35 I 3 PVI 5TA ~ I I K= 11.39 1 , I = 18+ 50
w ~ i CENTERLI E EXISTh,`G GROUN ~ ~ w ~ i o ~ ~ A.D. ~ 5.35 ~ '1 U U ~ I i _ I ~ - _ 238 ~ - z _ - -m- m _ ~ - _ 1 - - } o-- - _ ~ - _ - - --r! - K-= ~a.~ K-= a.~ ! _ ~ 1 i - I~- - PVI ELEV',= 2 1 1 - ~ I 2612.
Pipe or Ditch Outlet w I ~ ~ M M er e oil ~ ,EXISTING GROUND 5 LEFT I - - ; I ~ _ 238 ~ I ~ i I 110.Op' VC , ~ I A.D. ~.58 - . t6~. VC _ - . _ - - _ . _ , - - _ _ _ _ ~ _ , _ - _ _ , _ _ _ - 38 79 ~ I K
Rei rce ~ nt atti (P ) i ~ I ~ j ~ ut w i ~I ; - I
236 ~ ~ ~ _ - _ ~ j ii ~ ~ . ~ 2 00~ ,i , ~ w w I ~ ~ _ ~ - , _ _ - _ I_ _ , - - - _ _ - 1 236 I I oo.oD vc
r I ~ ~ _ . -1 _ _ ~ _ _ _ ° _ -i- A A ~ - - - ' ' i ~ ! ~ \ ~ ~ ~ ut - _ ~ _ ~ M , - ~ ;
I I i a,; 234 _ - _ , - ~ - _ ~ _ _ -i__- - - - , - _ _ _ ~ _ _ ~ o ~ i - © _ ~ ~ _ _ _ _ _ - 234 lC~ ;
V I ~ ~i 1 A\ ( + NI ~ I I I ~ ~ N ~ N '
~ ~ ~ ~ ~ I ~ ~ 1 M- P- 111 _ - ~ I ~ ~ p_ ~ - _ w _ - _ - ~ _ - _
232... - - - - ! _ _ _ - _ . I- _ ' --vi cwi' U ~ i w I > ~ W- - - r _ 232
~ ' ~ 36" MIN ~ ! > ml -1 EX1 ING 8" i - _ ~ _ _ _ _-I_ _ UNDER SHOUL ER _ _ _ _ - _ _ _ 1.. _ _ _ _ U m ~ N W _ ~ _ - _
~ w I ~ I ~ ~ ~ o~
23~ OF GOAD W 4' min. t ! ( I ! ' `3 I CENTERLINE INISHEI ~ ~ 8y ; 230 TERLINE FINISHED GRADE ~ I ~ I rn N ~ H u
a i fir- Square Preformed ~ _ _ _ _ _ _____I. _ , . _ ~ _ I I I ; - - 1'~
Scour Hole (PSH) ! I i 228 _ I _ _ _ _ _ _ _ - _ i ~ °~o I ~ ~ In l1J 01 N . ~ ~ N U U ~ 2 _ - - ~ ~ r-- i\ \ ~ ~ -,r33z _ _ W W _ 228
ee ith ive CHANNEL DATA " _ - _ _ i i ~ ~ - w
(Rip Rop in basin a e a i t o 6 VC WATERLINE i i _ ~ I~, ~ ~ - _ m m
not shown for clari#Y) 226 ~ _ CHANNEL N0. BOTTOM WIDTH SIDE SLOPES TEMPORARY LINING PERMANENT LINING ~ ~ ~ ~ ! ~ 26 - i - ~ i - ~
(J1 2 FT 3.1 CLASS 1 RIP-RAP CLASS TRIP-RAP _ - I i #2 0 FT 3:1 SYNTHETIC MAT GRASS _ - _ _ I_ 0 _ r _ _ _ _ ~ ~ ~ M-~ - _
36 224 ~3 2 FT 3:1 CLASS 1 RIP-RAP CLASS 1 RIP-RAP l I1 - _ ! _ _ ! _ ~ . _ _ 36" arCP ~ I I ~ ~ ' \ ~ 'I' _ _ _ _ _ - I 24 ~ I i - ~ ~ - ' _ 2
~J4 0 FT 3:1 CLASS 1 RIP-RAP CLASS 1 RIP-RAP it 3 - _ _ 1
Key ~5 0 FT 3:1 SYNTHETIC MAT GRASS - 0 FT 3:1 SYNTHETIC MAT GRASS I ' ~ ~ ~ I.
_ I , _ ff f _ I - - I e = 4.5' 222 I _ 0 _-----i----- - ~ _ - _ 2 ~ - 22
p_1' I ! I SECTION A-A - _ a ; _ _ _ W = 4' ~ 1 ~ ! I ~ i i ,
d = 2" 220 i i I 18"MI. 0 R C VE
CHANNEL N0. BOTTOM WIDTH SIDE SLOPES TEMPORARY LINING PERMANENT LINING i I ; I F. #1 0 FT 3:1 & 4:1 STRAW NET LINER GRASS ! ~ _ _ f 220 •
~ Si Pipe or Ditch #2 0 FT 3:1 & 4:1 STRAW NET LINER GRASS 1 ~ I , I , I ~ , ' I
° e Outlet PSRM 218 ~3 0 FT 3:1 & 4:1 STRAW NET LINER GRASS ~4 0 FT 3:1 & 4:1 STRAW NET LINER GRASS ! j -~I _ _ ~ _ _ - - I 1 FULL OINT OF UCTILE IRpN I _ ~ - ~ _ _ _ - _ I 218
' D (1' min.) d #5 0 FT 3:1 & 4:1 STRAW NET LINER GRASS - i _ _ ~ _ _ I _ - .~NATERLI E ~E.N_TE. ED " _ _ ~ 1 - _ - - -
~6 0 FT 3:1 & 4:1 STRAW NET LINER GRASS ( ~ ! , _ UNDER E 36 RorP V1 I
Natural 216 #7 0 FT 3:1 & 4:1 SYNTHETIC MAT LINER GRASS - - - #8 0 FT 3;1 & 4.1 STRAW NET LINER GRASS ! ! ~ ~ ___--j - - _ - ; _ 1 _ _ i , - - - _ _ - ~ 216
Ground 0 FT 3:1 & 4:1 STRAW NET LINER GRASS - _ j _ _ _ - i _ _ _ - ~ I ~ i ! ~ - - - l ~ ' _ I _ - , I
#10 0 FT 3:1 & 4:1 STRAW NET LINER GRASS ~ ~ 214 #11 0 FT 3:1 & 4:1 STRAW NET LINER GRASS _ j _ ~ ~ _ _ _ ~ _ I _ _ _ _ _ _ i _ I ~ i I _ F___ - - _ ; - _ - _ _ _ _ 214 I ~ ~ ~ ~
B 12 0 FT 3:1 & 4:1 STRAW NET LINER GRASS ~ I ' ! ~ Liner. Class 1 Rip RaP 1' Tuck # _ _ _ _ i _ . _ _ i - _ _ _ _I _ _ l I I ~ ~ ~ I I_ - ~
18" thick with Filter Fobric #13 0 fT 3.1 & 4.1 STRAW NET LINER GRASS ~ ~ i ~ 1 #14 0 FT 3:1 & 4:1 STRAW NET LINER GRASS - - _ _ _ I - _ _ _
212 _ _ l _ _ _ _ _ #15 0 FT 3:1 & 4:1 STRAW NET LINER GRASS I i - , - ~ 12 t - _ - 2 ~
#i6 0 FT 3:1 & 4:1 STRAW NET LINER GRASS _ _ _ , _ _ ; _ _ _ _ _ _ -
#17 0 FT 3:1 & 4:1 STRAW NET LINER GRASS I ~ ~I 21 Q #18 0 FT 3:1 & 4:1 STRAW NET LINER GRASS , II
#19 0 FT 3:1 & 4:1 STRAW NET LINER GRASS ! ! I ~ ~ ~ I PREFORMED SCOUR HOLE 210 I I I I ~ ~ 0 _ I _ , , _ ,
~ - t 20 0 FT 3:1 & 4:1 STRAW NET LINER GRASS - . - _ _ _ _ . _ I _ _ _ _ I ! CTOBER 10 2003 I I i - _ ~ I. > I I
NTS #21 0 FT 3:1 & 4:1 STRAW NET LINER GRASS - - ; 208 _ ' I r ~ - _ - . ' - _ _ _ - 208 SCALE: 1 ~~=40 V
_ I I . ~ 1 -4 H j -
CENTERLINE h h ro ro ~ro r>o ro r>o I~ h rn o ~o a0 ~ IN ~ ~ m m L- ca ~ ~ !ao o M h o I~ FINISHED Icy lui ~ a~ Iri ',ri N cv ~ i0 d loi Sao ~ ~ Ica I~ a N o 00 o I~ N ~ !a ~ ~ m ~ 'N ~ ~ o ~ ~ ~ 0308-017-CD.DWG I ~ ~ ~ ~ ~ o
o ~ Ico ui ,10 I~ lari ari !~.rri !m .m act h ~
GRADE N r~ ~C.4 r~ r~ M r~ r~ Mrs ~r~ M N N N CN IN ~N N N N N N N N N N N N N V N ~N N N ~N ~N N N N N N N !N N N N N N N N V N N N N N IN N N N N N N N N N N N N NN
10+00 11+00 12+00 13+00 14+00 15+00 16+00 17+00 18+00 19+00 SHEET
PROFILE MARKE .kRKET FARM NE
SCALE: 1"=40' H CALE: 1"=40' H
1'=4' V 30F 12 1'=4' v

U
d~
O
t '1•~ 1 I N ~
1 1 1 ~ ~ ~
1 1 ~ • rl ~ O
1 1 \ RIP-RAP APRON U ~ N ~ ~ ~
1 \ TEMPORARY TYPE 'B' PIPE 6' LENGTH 1 1 SEDIMENT TRAP ~7 ~ ~ ~ ~ ~ ao ~ ~
1 \ 54 LF-18 RCP 7,5' WIDTH 1 16'x18'x2,0' DEEP W 2-FES ~ 0.50% ~ ~ 9" MIN. DEPTH ~ cd ~
\ ~ 4'x0.5 SPILLWAY ~ TEMPORARY TYPE ~ D.A.=0.20 AC. ~ ~ CLASS 1 RIP-RAP AP °1 ~ ~ I + U ~
SEDIM NT TRAM \ ' ~P coRPDRAnoN sroP (TYP.) , ~ \ ~ 300 PSI OPERATING PRE 10X70 SIGHT I \ ~ SSURE 9 ~ ~ ~J ry
16'x1811c2.0' DEEP , r J T 4 x0.5 PILLWAY \ ~ 75 TEMPORARY DIVERSION ]3 TRIANGLE ~ 10x70 SIGH ~ y ~ ~ V~
~p~~ \ \ 1 + WATER METER BOXE 74 DITCH (TYPICAL) INV. 230.27 TRIANGLE 26 N a ~ ,1
5O~ N vnT~.'rouerr=READ uDS. DITCH #7 ~ - 2] SEE DETAILS ~ SPECS Im ~ INV. 230. 27 ~ ~ DITCH #9 TEMPORARY DIVERSION ~ ~ ~
) TEM. SYNTHETIC MAT LINER tih~ u, ~ 00 DITCH # ~ / \ 3/4' cuss 200 - - ~ J ~ e L TEM. STRAW NET LINER ~ ~ 0~ _ ~ DITCH (TYPICAL) ~ ~ ~
. STRA T LINE \ POLYETHYLENE PIPE - E-~-` -T • - \ ATER SERVICE (TYP.) HIGH POINT ,A ~ _ 25 ~
SILT \ r ~ ATERUNE ~ ~ ~ ~ ~ .
\ FENCE \ ~ - E a
~ ~ f'" i HALL 23+00 - - - 26+00 T . ~ NEW A~' S 82.04'19' ET- - ~ 26+00 EDGE OF PAVt 27+00 ~ ~ ~ 24 W - I-- - -+-N i ~ NEW ASPHgLi ~ 6 P~ ~ Gn
; 22+00 may- 25+ 0 ~ a ~ 28+0p \ W,T~~NE ~ Hrp ~ a' PVC ~ O GE OF PAVT PgyEM~r \ ~ =25'/ ~ WATERLINE r.~
~ OF PAV'T r ~ - pAVEM1ENT I b y S 89'14'42' E HIGH q'`P 20+ POINT R i•d \ \
INV. 12.88 1 21+i~0 _ ---1-~'N a•~ ~-•E~-_E-~_- _ - - ED OF PAV'T ,Dry?, 'D R, I e 6 - - - C. V / ~
1 1 n ?S ~ Red ~ 3
~I TEMPORARY DIVERSION ~ + ~ ,y DITCH #10 ~ ~ 654321" 00 6•x4' i h ~ -
• . NC INV. 212f48 _ ~ DITCH #8 11 ro DITCH TYPICAL ~ ~ ~ F E TEM. STRAW NET LINER N w ~ ~ ~ ~ w + I ~ TEM. STRAW NET LINER + \ f k~ ro F°UCfR -^ENTER OF CUL-DE-SAC ~ •N
wM \ + cn 10'x70' SIGHT ~ W ~ \~i o cn 5 > ~ •.k::: u' ~ TRIANGLE ~ ~ ~ 2 N N ~ • v~~ I STA: 29+54.82 0 9 ~~punnqu
DITCH 4 I
d. STRAW NET IN \ TEMPORARY TYPE 'B' ~ CENTERLINE INTERSECTION ~ ~ L.~10'x70' SIGHT ep~ `;t~.. SEDIMENT TRAP~$- ~ TRIANGLE
42 LF\--48" RCP ~ T R I TA STA: 24+91.52 ~ ® 100% ,yd ti 16'x 8x2.0' DEEP ~ C~NTERUNE CURVE DATA it ~s• \
_ ~ E 4'x .5 SPILLWAY L=50.08' ~ W/ . HEADWALLS ~ tick' R=400.00' L=142.68' 21 \ SEAL \ R=500.00' a r : 19302
I .A.=36.Sb AC. ~ ~ T=25.07' l ~ ,
~ tip' , ~~e CH=50.04' I TEMP RARY T E 'B' 3 \ ~ I CH=142.19' TEMPORARY DIVERSION ~ ~ \ tiF \ '•FNCINE~~
S I T TRA 1 ~ \ ~ \ CH BR _S 85'39'31" E - ~ \ ~ ~ ~ DELTA-0710'23" CH BR=S 73'53'50" E DITCH (TYPICAL) / \ < \ ~i~F DELTA=16'20'59" \ \ ~ ~ PERMANENT 2' \ \ 4 1
16'x 8'x2.0' D P \ de. RIP-RAP~APRON 4'x 5' SPILLW Y b ' \ 32' LENGTPI BLOW OFF ASSEMBLY \ \
tid e*~ ~ \ 16.8' WIDTH
ti.~ F ~ " ~ f'" 2 18 MIN. DE TH ~ c'1' 0 ~ 22 \
b ~ ~ F LASS 1 RIP RAP \ \ \ \
\ ~ ti~ \ \ \
\ \
~ \ 1 ~ \ \ \ ~ \ t-
~ \ ~ ~ ~ 1 \ L \ Z ~ w
1
O U
a ~ 3 w o
z .
SCALE: 1 "=40' H ~ Q ~
SCALE: 1°=40' H z ~ ~ ~ ~ 3
~ ~ ~
~ ~ ~ HANNEL DATA w ~ a
a 3
~ ~ CHANNEL N0. BOTTOM WIDTH SIDE SLOPES TEMPORARY LINING PERMAN T INI w o
#1 2 FT 3:1 CLASS 1 RIP-RAP CLASS 1 RIP-RAP w ~ #2 0 FT 3:1 SYNTHETIC MAT GRASS ~ ~
~3 2 FT 3:1 CLASS 1 RIP-RAP CLASS 1 RIP-RAP w o
~4 0 FT 3:1 CLASS 1 RIP-RAP CLASS 1 RIP-RAP ~ ~
~5 0 FT 3:1 SYNTHETIC MAT GRASS a z ~6 0 FT 3:1 SYNTHETIC MAT GRASS
M M O ~
\ ~ O
I I ~ 'I HIG~i POINT E~.EV = 23 .16 ~ j I _ _ - I - I~ - - i'- - _ i - -HIGH' POINTS 2# 3- _ _ I I ~ \ ' N
I ~ _ I--- PVI T ~ ~ ~ I f ~ - - - - - ~-----I HANNEL N0. BOTTOM WIDTH SIDE SLOPES TEMPORARY LINING PVI STA 2s+oo e~a,x~Nl_NT LINING 244
- _ _ - ~ - ~ S A 23+75 - - I PVI ELEV 234.82 i I ! _ _ _ _ ~1 0 FT 3:1 & 4:1 STRAW NET LINER GRASS j - 230,62~i I j ~ ~2 0 FT 3:1 do 4:1 STRAW NET LINER GRASS ~ N
- - f - , _ - - i - _ _ . } ! - - - ~ ~ _ _ ~ A.D: -7:70 - _ _ _ _ I A.D. _ -1,85 II _ _ _ _ _ #3 0 FT 3:1 do 4:1 STRAW NET LINER GRASS _ -
1 I I I _ . ~ ' - ~ - - K = 0.52 , I _ r K = 3.97 j { j ~4 0 FT 3:1 de; 4:1 STRAW NET LINER GRASS 242 1 ' _ ~ ~5 0 FT 3:1 do 4:1 STRAW NET LINER GkgSS _ _ _ _
I ~ ~ 235. ' VC 00 ~ _ I _ 100, VC ~ I' 1 #6 0 FT 3:1 & 4:1 STRAW NET LINER GRASS
' ~ ! I i LOW POINT E4EV = 22 .83 ~ I i o #7 0 FT 3:1 & 4:1 SYNTHETIC MAT LINER GRASS #8 0 FT 3:1 do 4:1 STRAW NET LIN R 240 ! E GRASS
_ I- _ iA rp ~ _ . _ _ - - _ li- _ - - - ~ N m ~ I i LOWS POINT ST' = 20+ 5,41 I i - - I _ ; _ _ C ~ ! - ~ i _ , - I _ i-- _ ~g 0 FT 3:1 do 4:1 STRAW NET LINER GRASS
_ it ~ N ' I 20175 I- - _ _ VI A _ ~ _ _ _ ~ _ I - _ - _ _ + -rl _ #10 0 FT 3:1 & 4:1 STRAW NET LINER GRASS o ~ _ _ i i _ _ _II X11 0 FT 3:1 do 4:1 STRAW NET LINER GRASS 238
PVI ELEV I- 217.32 ~ I ~ a N I N - ~I ~ ~ ~ ~ + ~ j ~ _ l i + ( ~ i ! X12 0 FT 3:1 k 4:1 STRAW NET LINER GRASS N- N _ _ I _ _ _ . _ - I-- -i #13 0 FT 3:1 & 4:1 STRAW NET LINER GRA
I A.D. = 9.74 - : , _ _ - ; _ y-- _ _ - _ , _ I _ _ _ _ - , _ _ _ ~ _ w _ _ ~n- Nl - I ~ !n U I N N K ='30.79. _ _ _ _ _ ; io _i , ~ w ~ SS
I _ ~ w _ _ _ _ _ { #14 0 FT 3:1 & 4:1 STRAW NET LINER GRASS _ - _ 236 ~ ~ ~ i #15 0 FT 3:1 & 4:1 STRAW NET LINER GRASS M
~ ~ w U U . _ _ _ _ _ . - _ 300,0,0' VC ~ ~ - > > - _ .P_ _ I_.___ __I #16 0 FT 3:1 & 4:1 STRAW NET LINER GRASS W
I - - I W I ~ i I I ~ + oo I #17 0 FT 3:1 & 4:1 STRAW NET LINER GRASS • _ _ - _ _.~__-_-.--i~- _ - _ #18 0 FT 3:1 & 4:1 STRAW NET LINER GRASS
• ' i I ~!n U / ~ ~ I _ - - ~ ~ 234 ~ #19 0 FT 3:1 & 4:1 STRAW NET LINER GRASS i
. - _ { ~ _ - - - -C - - I N o m ~ ~ ( ~ ~ _ _ _ _ w-- .v _.1__.__ _ #20 0 FT 3;1 & 4:1 STRAW NET LINER GRASS - ~ i > > I ,
_ - _ _ _ _ _ _ t- , -i _ I I N N ~ ! ! ~ _ 21 0 FT # 3:1 & 4:1 STRAW NET LINER GRASS ~ ~ w w ~ ~ I ~ ~
N N ~ ~1.$ 1 ..a - I _ I - ! ~ - I _ _ ~ _ _ _ _ _ - . _ _ _
~ ~ ~ ~ Lv ' ~ ~ I CENTE LINE FINI HED GRA E ! i ! ~ ~ ~
i w w , I /I ~ ~ ~ 230 ~ i-I
/ _ L _ i_ _ - ~ _ _ , , ~ ' _ _ H ~ - _ _
I I - i J. k ~ t w _ _ . _ ~ ~ i - f--_ _ --r _ ~ I ~ N " ' ~ I ~ ;CENTERLINE EXIST1tYG GROUN _
i ~ I 6 x CROSS - ~ - _ _ _ - ~ - ~ _ _ ~r_ _ _ _ ; ~ ~ - - _ . ~r i ~ ' _ - _ - CROSS I ( ~ _ , _ _ - _ _ 228 I~, ~XISTING G OUND 2 LEFT it ' ~ __t- _ _
I r ~ i ~ Z rn i ! ~ N
- _ - - - ,I ~ - - ZN ~ _ _ - - _ _ 226
i ~ . • ! ' ~ ~ EXI T1NG GRCIUND 25 FIGHT r rr~~ V1 I M-.- -.i.. -....\~....._-F f ~ . I~ I 36 MIN ~i ~ ~
I ' I ~ - - - ~ _ _ ~ - a 1 _ -i _ _ ~ _ _ _ _ __-F- ~ w _ -1 I ~ I - .UNDER ~Ii01lLDEft _ _ _ ~ _ - ~ -i _ ~ _ ~ 224
~ , ~ I ~ I _ _ ~ i OF ROADIE ~ ~ a
I ~ I~ ~ ~ ~ ~ i~ ~ _ I _ _ ~ ~ `3 \ ~ 9, w . o
~ i _ _ - - - ~ - \ I i % - 1- - 1 87.5 LF STREAM IMPACT (MEASURED ALONG CENTERLINE OF EXISTING STREAM) ' _ - - I 222 -I_ J
l ~i - - ~ ~ _ i ~ _ _ a- . . . \ i ~ f i i ~ ~ ~ t \
~ ' ~ i, 50' PUBLIC IGHT-OF-WAY ± 'f` l1
~ ~i it CL ELEV. \ i . ! _ _ _ _ _ B I 220.90 SECTION B-B I ~ ~ 220 6" PVC WATER NE • . ~ w
I I CONC. HEADWALL 6' SHOULDER I 6' SHOULDE CONC. HEADWALL _ 1 _ _ - --I _ . , _ _ _ _ ! \ ~ z ~
PER NCDOT STD. PER NCDOT STD. i 48'I RCP ~ ~I li _ ~i - - L__ SEE DEGIL I SEE DETAIL _ _ _ - TOP OF ROAD ~I _ •
- / ~ ~ 2X 2X I i I _ ~ _ i / ! ~ ~ 218 - _ , _ r i _ _ ~ _ \
_ r ~ i ~ ~ \ .
\ ~ I ~ _ ~ i I I ~ i I _ . 48 _ _ _ ~ - - - _ - 216
- ` _ . _ _ I _ _ 1_ I _ 42 If-48" RCP CULVERT AT 1.00X SLOPE . RCP I i - _ _ ---I-. ~ ~ LF RIPRAP _L. _ _ - - _ _ ~ _ _ _ ~ _ _
I - _ i _ _ .r - ; _ _ - t- _ I ' ' !6"x4" REDUCER - _ _ __I- - _ _ 214
~ i ~ I ' i ~ INV. 212.88 { INV. 212.48 18 MIN. CO R , i I- ~ PIPE 1 Fi BEIAW STEAM BED ' 4 PVC ATERLINE \
~ ~ EXIST. GRADE AT CENTER OF UNNAMED CREEK NOIES: . PIPE 1 FT BELOW ~ _ i _ _ _ _ _ . _ \ ( STREAM BED
_ _ I, _ _ _ ; _ ~ _ 212 - _ ~
I a _ - j . ' 1. BURY PIPE 1 FT. BELOW EXISTING STREAM BED, 1 FU L JOINT F DUCTILq IRON ~ TO PROVIDE FOR A UATIC LIFE PASSAGE PIPE CULVERT #2 i i \
0 IMPACT AREA 2 `
I I UNDE THE 36 RCP I i - _ I _ 210 STA. 20+65 MARKET FARM LANE ~ \
; I _ - _ ~ ' OCTOBER 10, 2003 - NOT TO SCALE ~ ~ { ~ ~
I - - '1 _ _ _ : , - ! - _ _ _ SCALE: 1"=40' V
I I ~ I I ~ ~ ~ ~ I r _ 1 =4 H
~ ~ irn ~ m _ N I,n I~ I~ n ~r IM I`~ ~ ~ I~ ~ I - ;N _ ~ M ~ 00 i0 ~iU) m Ic0 I~ ,ill 0~ d' N I,O~i ~ O N ; ' I~ ~ M m IM o I~ ro ~ .N rn co r~ o r - - - I~? ,o ~ ~ ~ ~o ',N ~ ~ ~ ~ cENTERLNE 0308 017 CD.DWG
rNa ni i0 O ~~N IM ~t i~ h _ i~
N iN N ry ~ 114 k 14 N N N N N N N N N N N N IN !N N N jN N N N jN jto M N N IN N N jN N N N iN N W r co YIIVI~YILU N N N N N N N N N N 'N N N :N N N N N N GRADE
20+00 21+00 22+00 23+00 24+00 25+00
26+00 27+00 28+00 29+00 30+00 SHEET
PROFILE MARKET FARM NE PROFILE EARLY RISER COURT
SCALE: 1"=40' H SCALE: 1"=40' H 40F
1"=4' V 1"=4' 12 V
F

- U
Level Spreader not to scale m o o rn ~
~ ~ NOTES: I- ~a" ~ ~ 1~i' Z 4 ~
Q 3 . N O O ~ ' THIS PRECAST ENDWALL MAY BE USED FOA THE FOLLOWING Z ~ = V ~ H ~ W1 ( ) D 8
SEEDING MIXTURE S ecies Rote (Ib/acre) Ve stated ~a•• 1~ . , P ~ y'~ ,4~a~;~?+,c;4~ ; Transition r O ~ -i N STANDARDS: 838.21, 838,27, 838.33 AND 838,39. LL J O 1-01 ~
diver , Tali fescue 60 SIOn ,.i• ' ' M Z -I = D " INSTALL PRECAST ENDWALL9 WITH WINOS AND PAY O O 4. = Z ~ ~ N O O C3'~ FOA IN ACCORDANCE WITH SPECIFICATION SECTION 838. W LL ~ ti = m ~d = i`
10 ,,w too rode Kentucky bluegrass a+~r w• , ~ 9 „ n " ~ c~ N ~ O 1.0" 1' 0" USE 4000 PSI CONCRETE. Q V ~ O 0 I ~
Sericea lespedeza 15 , y~ YyI v~•1,I„ ,wV +,,~Y•I, Korean lespedeza 10 „ ~I~,,,,, f;t +v~.~a, ~ Z H O .n PROVIDE ALL AEINFORCINO STEEL WHICH MEETS ASTM A815 I- _ ~ Z W V ~ ~ • O O~I-1 ~ FOA GRADE 80 AND WELDED WIRE FABRIC CONfOAMINO O ~ W ~ J O ~ ~
,.vy n ~ - TO ASTM Al B5 WITH 2 MIN. CLEARANCE. O O U)~ ~ " ~ ~
R 4.1 r h, 11, M, .4 ~ J1 V ~~~d . y' M'~ CONSTRUCTION 1. REMOVE AND PROPERLY DISPOSE OF ALL TREES, BRUSH, STUMPS, AND OTHE ~ w • tI•• ~ ' 1r k v. ,~,y, 1~w„ ,A. SEEDING NOTES OBJECTIONABLE MATERIAL ~ ~•'t" M-,•at' ,,,,a"~~' ~ +W ,1W'` 1?' •K' .W~"' 'F? ' ~ ~ H D D o ~ PLACE LIFT HOLES OR PINS IN ACCORDANCE WITH Z I~ In F~ ~ H M2 I. H2 OSHA STANDARD 1928.704, I- H ~ ~ ~
SPECIFICATIONS a , 1. After Au . 15, use unscaified eericea seed. ~ yv~' ,N„~~"~ ~4 ~ 1 ~ \ d i Y" g ~.yµ1a1. ~y. aa,~, y1,• 1'1 , \ / 1w v 4 J rl a~ Stabi' O ~ C81ACP PIPE TO BE GROUTED INTO HEADWALL AT JOB SITE BY w p hzed Z M1 H1 I CONTRACTOR p U ~
2. Whore ronca ie a consideration, omR aericea lespedeza and increase 4 , pr ~ Stabilized k«eon ls~~a to 40 Ib acre. 2. ENSURE THAT THE MINUMUM CONSTRUCTED CROSS SECTION MEETS ALL DESIGN d,, y ,yv vlr~, ~ y,wl. ~ ~ ~"',',yv„ L•• „?a SIO e SIOpB ~ " ~ ALL ELEMENTS PRECAST TO MEET ASTM C913, ~ ~,y ~ CO
/ REQUIREMENTS. Stable a• Y ~ ~'r'v V~,• J~ s~ y. P NURSE PLANTS ,1 1.1~ ~4~ ; 10 - " WELDED WIRE FABRIC MAY BE SUBSTITUTED FOR REBAR ~
ae Garman milet a 15 Ib aae undisturbed tv I?' ~ y„ d ,.~r Between May 1, and Aug. 15 add 10 W/o / 3. ENSURE THAT THE TOP OF THE DIKE IS NOT LOWER AT ANY POINT THAN THE Outl 4" ` et i, L 1. 5udan~oa. Prior gay 1, a offer Auq. 15, add 40 Ib/aae rye (grab). , A3 LONG A8 THE SAME AREA OF 9TEE - - - - - - - - 1 -0 " L I9 PROVIDED. •r1 (ZI " ~ - CHAMFER ALL CORNEAS 1 OR NAVE A RADIUS OF 1 ~ ~
DESIGN ELEVATION PLUS THE SPECIFIED SETTLEMENT. 1P~r t1' I• r1" J,,,~" 1 u'' ~ ,>w~,,, n , V,. dv dry ~ ~ 1t„ y . m ~ ~ .-I
SEEDING DATES UFFICIENT ROOM AROUND DIVERSIONS TO PERMIT MACHINE REGRADING +i I x~~ Ib• • wl' ~ r„ ~V ~ \r 4. PROVIDES ~1 r~ +,u, I, Beet Possible ~ 1h1~' \r` 8" O.C,(TYP,) 8° 8" O.C.(TYP.) ~
Below 2500 ft: Aug. 15-Sep. 1 July 25-Sept. 15 AND CLEANOUT. w'' r~„ rrl~„ 1. Ala. 1-A r. 1 M«. 1-Mo 10 M~'• ~I' •4• .6' ~ b, h" 1'1•• TI REFER TO CHART REFER TO CHART ~ ~ ~ ,rj ~ ~ FOR BAR SIZE FOR BAA SIZE NOTE: THE MINIMUM BAR SIZE SHALL BE k5 8AR3 Y ~
Above 2500 ft: July 25-Aug. 15 July is-Aug. 3D 5. VEGETATE THE RIDGE IMMEDIATELY AFTER CONSTRUCTION, UNLESS IT WILL REMAN 1 ~ • t ~ I,,, ~ m AT 8" CTS,THE CONTRACTOR WIII NAVE THE OPTION ~ u7 V N ~ ~ ELEVATION SIDE TO INCREASE THIS BAR SIZE AS NEEDED. O 'J o
le«. 20-Apr. 2a M«. 5-May 15 IN PLACE LESS THAN 30 WORKING DAYS. Id~• ~ 1tu 'il' I~. ~m LtQ ~ A 3W ~
..f ,1~, w,. t. ~ N~„ 11. ~ , rave zQ
SOIL AMENDMENTS MAINTENANCE INSPECT TEMPORARY DIVERSIONS ONE A WEEK AND AFTER EVERY RAINFALL. IMMEDIATELY - - Apply Ilma and fartilzer occading to adl teats, a apply 4,000 Ib/aae REMOVE DEDIMENT FROM THE FLOW AREA AND REPAIR THE DIVERSION RIDGE. CAREFULLY mys HZ ~ CO ~ 3Wa ~ ~
ground ogrlculturd Iimatone and L000 m/aae to-tD-1D hrt4tzer. CHECK OUTLETS AND MAKE TiMELY REPAIRS AS NEEDED. WMEN THE AREA PROTECTED IS REMOVE THE RIDGE AND THE CHANEL TO BLEND WITH THE CrOSS S8CtI0n N ~ ENDWALL DIMENSIONS M ~ ~
PERMANENTLY STABILIZED, MULCH NATURAL GROUND LEVEL AND APPROPRIATELY STABILIZE IT. ~ n D ~ FT. MINIMUM MIN.JMAX. MIN./MAX. MIN.lMAX. YIN./MAX. MIN,IMAX, p W a ~ ~ sip H: ~
Apply 4,000 Ib/aae grain straw. Ancha straw by tacking with asphdt, netting, a roving « by almphg with a mulch anchahq tad. A dick with Material ~ Z D PIPE DIA, BAR SIZE H1(FT.) H2(FT,) D (FT,) Wt W2 p n ~1
blades at noaAy straight can be uad a a mulch mchorhq tad. COMPACTED 2' eta led in ~ Variable ~ ~ k " 1.25 2.00 2. 1.2 1 ~ w 1.0 5 @ 8 / 0013.75 5I .75 3.0013.75 5.5018,00 V r'~ O I tD a n p V~
SOIL ~ F1-OW P ~ place MAINTENANCE ~ ~ • ~ _ " N rn I ~ 1,25 k5 @ B 1.2512.00 3.0013,75 1,2512.00 3,5013.75 8.5018,75 Z = v _ ~ ~
If growth fe leas than tally adequate, ref«tiize in the second year, accordhq ~ _ ~ ~ - - _ _ s _ _ I to soi testa a topdrea with 500 Ib/aae 10-10-10 fertiiz«. Mow as I I I _ I I I ~ ~ 1,50 k5 @ 8" 1.2512,00 3.0014.25 1,5012.50 3.50/3.75 8,5018,75 F- ~ ,nnnaa I rn ~ -r v : ~ N,
needed whxi s«icea ie omitted ham the mixture. Rased, fertiix0. and - III I - 1 - II='' I I I I I I I II - _ min ~ ~ 2.0 k5 @ 8" 1.6012.60 4,00!4.76 1.7612.60 4.0014.26 7,b0 8.26 N N ,,~~0 ~ hyy~
mulch damogad «sa fmmed'atdy. ~ I I I,-II I ~I1~ - I I- I I I I • .~~I(I Iii - = - s' Level ll - -11 1 - I - I rn D 2,6 k6 @ 8" 2.5013.50 4.0018.D0 2,0013.00 4.50 5.50 10, 0 11 = ~ ~ ~'~E ~'•'y -I ~ Z ~j 1 01 .50 N Hw •`2:Q~` t1
P - :1111=~11 - I I - 111=11 of II II_ ~ s rea _ ~ III- i der _1111_ P I 1i11I =.111 - = I I I I to ~ I 3.0 M5 @ 8" 3.0013.50 5.0018,00 2.75/3.50 5.2515.75 11,50111.75 J a cJ7 C ~1 ^ ~ n C7 V Z SEAL
- I1 =11 - I III I-~ (II I - (1~ - e ~ O 9 Q• 3,6 k5 @ 8 3.2514,50 8,0018.75 3.2513.50 8.0018.75 12.00113.25 Z W ~ ~ Lu N ; r 19302
~ -1 Buried _ ~ I1- W r :1" ' Vl: ~ 4.0 k5 @ 8 3.5014.50 B, 5017.00 3.2513.50 8.5018.75 13.00113 , 25 s ~ ~ : p LAN 4.5 k6 @ B" 4.0016.00 8.6018.60 9.2614.00 7.0019.26 13.60 16.75 ~ ~ ' f;VCiNE~,.~
_ II 1- I I 1~ .III 6 min - 1 w F ~
6.0 k5 @ B" 4.60 5.00 7.00 8.50 3.25 4.0 7.2 ~ r l 1 I 0 519.25 13.75115.75
5.5 k5 @ B" 4,5015.00 7.5018,50 3,2514.00 7.2518,25 14,00115.75 ~ ~ ti-2~~3
8.0 k5 @ 8" 4,5015.00 7.5018,50 3,2514.00 7.7518.25 14,75116.75
CONSTRUCTION 1. CLEAR, GRUB AND STRIP THE AREA UNDER THE EMBANKMENT OF ALL VEGETATION AND EET 1 OF 1 8HEET 1 OF 1
SPECIFICATIONS ROOT MAT. REMOVE ALL SURFACE SOIL CONTAINING HIGH AMOUNTS OF ORGANIC MATTER AND STOCKPILE OR DISPOSE OF IT PROPERLY. HAUL ALL OBJECTIONABLE MATERIAL TO THE 838.80 g ,
DESIGNATED DISPOSAL AREA. Construction MATERIALs 38 80
1. Ua a synthsUc fltr fabric « a psrvkwe chat of pdypropylsn0. nylon, pdyatr, « pdyethylale yvm, 2. ENSURE THAT FILL MATERIAL FOR THE EMBANKMENT IS FREE OF ROOT'S, WOODY Specifications y arUlisd by the mnufactlrrr « supplier a oanformhq to the rsquirsmnU shown h Table 8.871. NOTES: ~
VEGETATION, ORGANIC MATTER AND OTHER OBJECTIONABLE MATERIAL. PLACE 1HE FlLL IN LIFTS
NOT TO EXCEED 9 INCHES AND MACHINE COMPACT IT. OVERFILL THE EMBANKMENT 6 INCHES Synthatk fltr fabric should eontakl ultrovlalet roy hhibiton and dobifzers to provide a mnimum of 8 months of sxpscUd usable construction IHa d a tsmpratun rings of 0 to 120 F. TO ALLOW FOR SETTLEMENT. 1. ALL STREET CONSTRUCTION SHALL CONFORM TO NCDOT STANDARDS FOR SUBDIVISION w
2 Ensure that pats f« sediment fences an dthr hbch diameter pbe, 2-Inch dkxnetx oak, « 1.3J -1!]- Quo LENGTH STREETS. STREET CONSTRUCTION SEQUENCES AND METHODS WILL CONFORM TO ALL NCDOT ~
3. CONSTRUCT THE OUTLET SECTION IN THE EMBANKMENT. PROTECT THE CONNECTION lb/Ibea ft sled with a mnimum Ingth of 4 ft Aida sun that steel pate have projections to fadlNats LEVEL SPREADER ~1 8.8 CFS 8.8 CFS 115 FT REQUIREMENTS, INCLUDING PROOFROLLING SUBGRADE AND PROOFROLUNG COMPLETED o STONEBASE, AND GENERAL COMPLIANCE WITH THE NCDOT INSPECTOR'S GUIDANCE. a
RIPRAP AND THE SOIL FROM PIPING BY USING FILTER FABRIC OR A KEYWAY CUTOFF fa.tnhq ~ toor~ BETWEEN THE 3. Fa rdnfaamant of eland«d atrongN Iptx fabric, ua wke fans with a minimum 14 gauge and a LEVEL SPREADER ~2 4.2 CF5 TRENCH 8E1YlEEN THE RIPRAP STRUCTURE AND THE SOIL. maximum mesh epochq of 6 hcha. 4.2 CF5 55 FT 2. ALL FILL MATERIAL PLACED IN STREETS AREAS SHALL BE COMPACTED TO 96% ~
STANDARD PROCTOR DENSITY. ~ 23.1 CFS 300 FT ~ ~
+ PLACE THE FILTER FABRIC BETWEEN THE RIPRAP AND SOIL EXTEND THE FABRIC ACROSS coNSTRUCTIaN LEVEL SPREADER ~3 23.1 CFS THE SPILLWAYFOUNDAl10N AND SIDES TO THE TOP OF THE DAM; OR 1. Construct the aedknnt barrier of stand«d drongth a extra etrngth aynthetk Ater fabrks.
2 Ensure that the helgtlt of the asdknent fence dos not exceed 18 hcha above the ground surface. IFVEL SPREADER ~4 6.4 CFS 6.4 CFS 3. CONTRACTOR SHALL BE RESPONSIBLE FOR LOCATION AND PROTECTION OF EXISTING z ~ 84 FT UNDERGROUND OR ABOVE GROUND UTiU11ES. ~
+ EXCAVATE A KEYWA i TRENCH ALONG THE CENTERLINE OF THE SPILWAY FOUNDATION (Highr fences may Impound vduma of woUr suNkient to coos faiun of the structure.) 5.6 CFS 73 FT 4. CONTRACTOR SHALL CONSTRUCT THE NEW PROPOSED WATERLINE IN ACCORDANCE WITH ~ w
EXTENDING UP THE SIDES TO THE HEIGHT OF THE DAM. THE TRENCH SHOULD BE AT LEVEL SPREADER y5 5.6 CFS 3. Cnetruci the fltr fabric ham a conthua rdl at to the length of the barri« to avdd joints. Wha LEAST 2 FEET DEEP AND 2 FEET WIDE WITH 1:1 SLOPES. jonts an nseessary, ssurdy fasten the flGr Both only at a support pool with overlap to the next paL THE LATEST STANDARDS AND SPECIFICA110NS OF THE JOHNSTON COUNTY PUBLIC UTILITY ~ Q
LEVEL SPREADER ~6 4.4 CFS 4.4 CFS 58 FT DEPARTMENT. W ~
4. CLEAR THE POND AREA BELOW THE ELEVATION OF THE CREST OF THE SPILLWAY TO 4. Support etmd«d strength Ater fabric by wiro mesh taloned esaudy to the upslapa aide of the pats ushq Mavy duty wire staples at Isal 1 hch In¢ « tie wYa. Extend the win mash support to the FACILITATE CLEANOUT. eottam of the trsrlch. NOTES: ~ o 5. All WATER SERVICES SHALL HAVE A CORPORATION STOP OF 300 PSI OPERATING ~
PRESSURE, 3/4" CLASS 200 POLYETHYLENE PIPE, AND WATER METER BOXES WITH N
5. ALL CUT AND FILL SLOPES SHOULD BE 2:1 OR FLATTER. 5. ~n a's'h medl ¦A~ fens h use4 spas pate a maximum of 8 ft apart. Support pods ehouM e. arMn seardy into tM grand to a minYnlrll of to hdlg. 1. LEVEL SPREADERS HAVE BEEN DESIGNED STANDARDS OF 13 FT PER 1 CFS FORA 10 TEEN DESIGNED TO DWQ "TOUCH-READ" LIDS, (SEE DETAILS AND SPECIFICATIONS). o CFS FORA 10 YEAR STORM. °
6. ENSURE THAT THE STONE (DRAINAGE) SECTION OF THE EMBANKMENT HAS A MINIMUM Extra drngth Atr tabrie with 8 ft pod spockp dos not rsqun wrs mesh support fns. StapN r 6. CONTRACTOR SHALL PROVIDE ONE FlRE HYDRANT REPAIR KIT. z
BOTTOM NADTH OF 3 FEET AND MAXIMUM SIDE SLOPES OF 1:1 THAT EXTEND TO THE BOTTOM ~ tiles faertc ~ ~ ~0et` 2. CONTRACTOR SHALL CONSTRUCTION EACH ~TRUC110N EACH LEVEL 5 SHOWN ON SHEET 2, PER 7. AU_ EROSION AND SEDIMENT CONTROL SHALL BE CHECKED FOR STABILITY AND
OF THE SPILLWAY SECTION. 7. Excavob a trench aPP~^0~Y + hdlss rise ~ 8 hrha a«P dew BIS proposed ihs of pats and _ SPREADER AT THE LOCAl10NS SHOWN ON SF upeklpe from tlIe emir (Fiplrs 8.82x). "'`'~,4DETAIL ABOVE, TAKING PRECAUTIONS TO COr AU110NS TO CONSTRUC110N OPERATION FOLLOMANG EVERY RUNOFF PRODUgNG RAINFALL BUT IN NO CASE LESS THAN
7. CONSTRUCT THE MINIMUM FINSIHED STONE SPILLWAY BOTTOM WID1H, AS SHOWN ON 8. Backlit the trench with compacted soi a grovel plead ovr tM flUr fabric. SPREADER LEVEL AT THE EXISII L AT THE EXISTING GROUND. ONCE EVERY WEEK; AND ANY NEEDED REPAIRS SHALL BE MADE IMMEDIATELY TO MAINTAIN ~
THE PLANS YNTH 2:1 SIDE SLOPES EXTENDING TO THE TOP OF THF: OVER FILLED ~ 9. Do not attach fltr fabric to existing tree. ALL PRACTICES AS DESIGNED. N
EMBANKMENT. KEEP THE THICKNESS OF THE SIDES OF THE SPFLLWAY OUTLET STRUCTURE RT A MINIMUM OF 21 INCHES. THE WEIR MUST BE LEVEL AND OONSTRUCTED TO GRADE TO INSTAtlAllpl f>F NETTING ANO MATiri 8. SEDIMENT AND EROSION CONTROL MEASURES ARE PERFORMANCE BASED, REQUIRE a iETIING ANO MATIMIG
ASSURE DESIGN CAPACITY. ~OITTtQflOnCe kapsct ssdillsnt Incas at Isod ono o .ssk and oftr sodl rohfdl. Moles ny requred rpdn Ynlledolslx PRODUCTS DESIGNED TO CONTROL EROSION SMOUID BE INS' o DILIGENT MAINTENANCE, AND MAY REQUIRE FlELD MODIFlCATIONS AND/OR ADDITIONAL ION SHOULD BE INSTALLED IN ~ MEASURES TO BE INSTALLED IF MEASURES ARE FOUND TO BE INADEQUATE. a
8. MATERIAL USED IN THE STONE SECTION SHOULD BE A WEEL-GRADED MIXTURE OF STONE Shade 8u Iobric d a adhwlt brio cdloPa. tar, asoanpoaa « eacans Insffactivs, rsploa R prmytlyl ACCORDANCE WITH MANUFACTURER'S INSTRUC110NS. ANY k iiRUCTIONS. ANY MAT OR BLANKET-TYPE i SHOULD PROVIDE COVER OF AT 9. DISTURBED AREAS SHALL BE PROVIDED WiTH GROUND COVER SUFFlgENT TO RESTRAIN
INCHES CLASS B EROSION CONTROL STONE IS RECOMMENDED) AND ~ ~p ~Y W eoYs• PRODUCT USED AS A PROTECTIVE MULCH SHOULD PROVIDE WiTH A d~ SIZE OF 9 ( LEAST 30fi OF THE SURFACE WHERE IT IS APPLIED. IS APPLIED. EROSION WIl}IIN 30 WORKING DAYS AF1ER COMPLETION OF ANY PHASE OF DISTURBANCE
A MAXIMUM STONE SIZE OF 14 INCHES. THE STONE MAY BE MACHINE PLACED AND THE Rsnlovs esdhxint deposits a naeasory to provide odaquate et«aqe volume tar the next roan rid to SMALLER STONES WORKED INTO THE VOIDS OF THE LARGER STONES. THE STONE SHOULD BE rsdlloe pnnlra n the lsnoa Toles ore to avoid undrmhhq tM Ines durhq dsanou6 1. APPLY LIME, FER11llIER ANO SEED BEFORE LAYING THE IEFORE LAYING THE NET OR MAT. INCLUDING CLEARING, ROUGH AND FlNISHED GRADING. IN NO CASE SHALL ANY DISTURBED
HARD, ANGULAR AND HIGHLY WEATHER-Rl SISTANT. Remove dl M°Chq moterids and unstable ssdimnt espoda and brhq the ono to gmee rid stablins it 2. START LAYNG THE NET FROM THE TOP OF THE CHANNf AREA BE LEFT WITHOUT SUFFlgENT GROUND COVER TO RESTRAIN EROSION FOR MORE THAN roP of THE CHANNEL oR SLOPE ANO 30 DAYS.
aRr the ooMreufig drolags ono less esn properly stoblMed UNROLL IT DOIMI THE GRADE. ALLOW NETTNG TO LAY L00 IETIWG TO LAY LOOSELY ON THE SOIL BUT
9. ENSURE THAT THE STONE SPILLWAY OU ILET SECTION EXTENDS DOWNSTREAM PAST THE TOE WITHOUT wRINIOES - Do NoT STRETr,1+. OF 1HE EMBANKMENT UNTIL STABLE CONDITIONS ARE REACHED AND OUTLET VELOGTY IS SLOPE END IN A SLOT OR TRENCH NO LESS
ACCEPTABLE FOR THE RECEIVING STREAM. KEEP THE EDGES OF THE STONE OUTLET SECTION 3. TO SECURE THE NET, BURY THE UPSLOPE END IN A SLi AND TAMP FlRMLY. STAPLE THE NET IN CHANNELS, ROLL OUT STRIPS OF
NG GROUND AND SHAPE THE CENTER TO CONFlNE THE OUTFLOW THAN 6 INCHES DEEP, COVFR IMTH 508, AND TAMP FlRMLY FLUSH WITH THE SURROUNDI EVERY 12 INCIES ACROSS THE TOP END AND EVERY 3 FEE STREAM. AND BOTTOM. MHERE 2 STRIPS Of NET ARE WD SIDE BY I AND EVQiY 3 FEET AROUND THE EDGES NETTING PARALLEL TO THE D8tEC11CN OF 'ARE WD SIDE BY SIDE, THE ADJACENT FLOW AND OVER 1HE PROTECTIVE LNJLCH. PROJECT DESCRP110N
EDGES SHOULD BE OVERLAPPED 3 INCHES AND STAPLED TC :S AND STAPLED TOGETHER. EACH STRIP DOWN THE CENTER, EVERY 3 FEET. DO THE PURPOSE OF iHIS PROJECT IS TO SUBDINOE APPROX8AA1T1 75.6 ACRES INTO 78 SWGILE FAMILY LOTS WITH OPEN SPACE, AND TO CONSTRUCT
10. DIRECT EMERGENCY BYPASS TO NATURAL, STABLE AREAS. LOCATE BYPASS OUTLETS SO OF NErnNC SHOULD ALSO BE STAPLID DDwN THE CENTER, A THE EMBANKMENT. NOT STRETCH THE NET WHEN APPLYING STAPLES STAPLES. 5450 FEET Of AESDEIITIAL STREET M1TH A PIIBIIC WATER SYSTEM.. APPROXIMATELY 7.4t ACRES WILL BE DISTURBED DURWG iWS CONSTRUCTION PERIOD. THE 91E IS LOCATED IN JOHNST6N COUNTY, ON THE EAST SIDE OF OLD FAIRGROUND ROAD-SR. 1308, APPROXNAAiELY 2806! FEET SOUTH
THAT FLOW WILL NOT DAM GE 4. TO JOIN TIMD STRIPS, CUT A TRENCH TO ANCHOR THE I H TO ANCHOR THE END OF THE NEW NET. OF TILE WTERSECTKW a OlD FAIitGROIN~ ROAD W1H ZACKS MKL ROAD-SR. 1319. (SEE VICWITY MAP).
11. STABILIZE THE EMBANKMENT AND ALL DISTURBED AREAS ABOVE THE SEDIMENT POOL OVERLAP THE END OF THE PREMOUS ROLL 18 NICHES AND )I.L 18 WCHES AND STAPLE EVERY 12 SITE ~
AND DUWNSTREAM FROM THE TRAP IMMEDIATELY AFTER CONSTRUCTION. INCHES JusT BELOW THE ANCFlOR SLOT. THE SITE HAS Rg111G TOPOGRAPHY YA1H SLOPES GENERALLY 1 TO tOX THE 9TE IS RUAL LAND, SOME OF WHICH HAS BEEN FARMED IN THE PAST.
12. SHOW THE DISTANCE FROM THE TOP OF THE SPILLWAY TO THE SEDIMENT CLEANOUT MAINTENANCE ` ANC}pR ~ 0 7HE SITE IS NOW PARTLY WOODED AND PARTLY OPEN GRASSED FlELD. FORMER FARM LAND AND IS NOW COVERED WITH TALL GRASS A 8-WCH 1RENCFi ADJACEWi PROPfltTY
LEVEL (ONE-HALF THE DESIGN DEPTH) ON THE PLANS AND MARK IT IN THE FlELD. FABRIC FILTER FENCE INSPECT ALL MULCHES PERIODICALLY, AND AF1ER RAINSTOA ND AF117t RAINSTORMS TO CHECK FOR
RILL EROSION, DRLOCAl10N, OR FAILURE. NFIERE EROSION ~~ii>r' • ADDITIONAL AN1LCit. IF WASHOUT OCCURS, REPAIR 7HE SLC WHERE EROSION IS OBSERVED, APPLY JOW STRPS BY ANCHORWG LAND USE IN THE VKW11ttIS 91W.AR lO TWS 5iE WITH SOME RESIDENTIAL DEVELOPEMENT W THE AREA. MOST OF THE ADJACENT LAND IS ZONED RS, REPAIR THE SLOPE CRADE, RESEED, AND OVQiI.APPMJG. ARGRICULTURAL OR RESIDENTAL
~I il/ "r. - AND REINSTALL MULCH. CONTINUE INSPEC110NS UN11L VEf;I MAINTENANCE INSPECT TEMPORARY SEDIMENT TRAPS AFTER EACH PERIOD OF SIGNIFlCANT RAINFALL. - - ~''i~ • . ESTABLISHED, 'EC110NS UN11L VEGETATION 15 FlRMLY PUNNED EROSKIN AND SEDIMENTATION CONTROL PRACTICES
WH THE -III=1 I=1 i~! REMOVE SEDIMENT AND RESTORE THE TRAP TO ITS ORIGINAL DIMENSIONS EN I- - - • . 1. TEMPORARY SEDMIENT TRAPS 1~
SEDIMENT HAS ACCUMULATED TO ONE-HALF THE DESIGN DEPTH OF 1HE TRAP. PLACE THE =III=I I ~=III=1 J1'-_~"; ~ SEDIMENT THAT IS REMOVED IN THE DESIGNATED DISPOSAL AREA AND REPLACE THE _=III=III=III=III=III=I ~~=III- ' ' =1 I 1=1 11= II _ _ _ _ _ 8 SMA1L SEgENT TRAPS WILL BE CONSiRlK:1FD FOR THE PROPOSED STREET. LESS TH V 1 AN 0.5 ACRES OF DISTURBED AREA W1LL DRAW WTO EACH TRAP
CONTAMINATED PART OF THE GRAVEL FACING. -III=I I (=III=III=III=III=III=III=I III=III=I ~ I 2 TEMPORARY DIV1]TSKWS
CHECK THE STRUCTURE FOR DAMAGE FROM EROSION OR PIPING. PERIODICALLY CHECK THE TEMPORARY DIVERSIONS WILL BE CONSTRUCTED ALONG THE LOW 9DE OF EACH ROAD TO DIRECT SILTY RUNOFF TO THE SEDDAENT TRAPS
OF THE SPILLWAY TO ENSURE IT IS A MINIMUM OF 1.5 FEET BELOW THE LOW POINT OF " COMPACTED FlLL DEPTH BACKFILL MINIMUM OF 8 J. SEDIMENT FENCE SEDIMENT FENCE Wlll ~ CONSTRUCTED ALONG TFiE TOE OF SOME SLOPES TO PREVENT SEDNffNT FROM ENTERING THE EXISiWG DRAINAGEWAY.
THE EMBANKMENT. IMMEDIATELY FILL ANY SETTLEMENT OF THE EMBANKMENT TO SLIGHTLY THICK LAYER OF GRAVEL VARIES 4. TREE PRESERVA1K1i1 AID PROTECiKW
ABOVE DESIGN GRADE. ANY RIPRAP DISPLACED FROM THE SPILLWAY MUST BE REPLACED IMMEDIATELY. ONLY 1HE 1REES W 1HE PROPOegD RKwHT-OF-WAY WILL BE REMOVED.
6' FREE OARD OVERFlLL 6' S. ROAD STABMJUTKIN
Y STABAUZED REMOVE FABRIC FILTER 6" FREE OAR AFTER ALL SEDIMENT-PRODUCING AREAS HAVE BEEN PERMANENTL , THE STRUCTURE AND ALL UNSTABLE SEDIMENT. SMOOTH THE AREA TO BLEND IMTH THE 6' DEPTH OF FLOW FOR Q M ~ 1 CF FOR SETTLEMENT AS SOON AS FWAL GRADE IS REACHED 6N THE NEW STREET, THE SUBGRADE MILL BE STABILIZED WITH AN 8-INCH COlN1SE of NCDOT IR Q r ~ 1 CFS sTANDARD SIZE ABC si6NE H
ADJOINING AREA AND STABILIZE PROPERLY. 14" SPIILW Y SPILLW Y
~ _ _ coNSTRUCnoN scHEDtILE
5 ~ YN oo DO ,~,1 1 •I 1. OBTAW PLAN APPROVAL AND O1NER APPLICABLE PERMITS. ~ P~~ EARTH BERM
J t.s Fr - -I!'- FILTER FABRIC ~ ~ EMERGENCY BYPASS 2 HOLD PREOONSTRI1CTION COiFEiIENCE AT LEAST ONE WEE/( PPoOR TO STARTING CONSTRUCTION. IC~ ~ 6 BELOW SETTLED
I I=III= III=1 ~ IP-RA TOP OF DAM. a INStALL sEORIE,IT TRAPS As THE FlRST coNSTRIICnaN AcntATY. LAX
1600 Cu FT ACRE ~ S FT 8" _ - / - - 1:1 (MAX / MA1( -III-III II -III- " '-111= ' ~ _ - ~ NATURAL GROUND 4. CONSTRUCT TEMPORARY DIVERSIONS ALONG THE LOVER SIDE aF THE CONSiRUCTKW AREA.
-III- I III-II -1 ~ - - 5. INSTALL lEliORARY SILT FENCE.
I _I I h ~ I=III- 8. COMPLETE SIZE CIEAPoNG.
V-TRENCH I~ _ - I~ I III- NATURAL MATERIAL PIUER fA~BC ~ I-III=~ SEC•
CROSS SECTION SECTION A-A 7. ROUGH gtADE 91E, CONSTRUCT CHANNELS AND INSTALL aLVfRTS. N.T.S. & PROVIDE DISTINi~D AREAS MIiH GRWND COVER SUFFlCIENT TO RESTRAIN EROSION IMTHW 30 WORKING DAYS AFTER CgAPLEiION OF ANY PHASE
EXTENSION OF FABRIC AND WIRE INTO THE TRENCH OF DISTURBANCE NCi11DING C1EAItlNG, ROUGH AND FlNLSFED GRADWC.
A 8. COMPIEIE FIIAL GRADING FOR ROAD AND ROADSIDE DITCHES.
DESIGN FABRIC FILTER SETTLED ~i2'~ OVERFNl.B' VARIE 9. INSTALL ABC STONE AND CpPACi.
~ ~ Fdt SETiLE1DIT VARIES -SEE EC PLAN 10. WSTAIl ASPHALT PANNG
STOP OF EARTH BERM ON EACH SIDE OF SPILLN SIDE OF SPILLWAY 11. DISK, SEED AND MULCH ROAD SNOIA.DERS, DITCHES AND SLOPES.
- - - 4FTi8N _ _ I IRM WATER FOR Q . 6 FREEBOAR-D ~ RIP-RAP SIDE WALLS AND TOP OF 12 ~ERA61p1 AID SEDIMENT CONTROL PRACTICES HiLL BE INSPECTED WEEKLY AND AFTER RAINFALL EVENTS NEEDED REP,uRS wlu, eE MADE
1.5 FT 2: t SIDE ~QP ELEVATION OF ST RM WATER FOR S~PE ~ 0~(,TNGY -III-III=1 - ~ , 6 SPILLWAY 6 HIGH (~?1 RIP-RAP)
5 FT BY-PASS - _ " I I-III- Ollj q ~ MAX Flu =III=III- B "`t WIRE Rf t2" 13. A~S9TE a STABEIZED, REMavE ALL TEMPORARY EROSKIN cDNTRa MEASURES AND WSTALL PERMANENT VEGErA710N oN THE asTURBm OCTOBER 10, 2003
FlLTER 1:1 SIDE ~ eELDw l - - ~ I - RED ~ ~ FABRIC AX SETilEO TOP I-III-I III- ~ , SLOPE M `NATURAL a DAM 1 •-•r-'~. I 2~.- R~ ~pp 31 ED ~ ~ 3'-0' NFORgN ~ SCALE: NONE
OROUND I I-III I I- _ I z~"" ~ MIN. DISCHARGE 14. ES11YAlm 171E BffORE FWAL STABILIZATION - 3 MONTHS _ - - _ _ DETAILS.DWG
3 FT III=I 4" ~ I NATURAL MATERIAL OF SEDIMEN I~ WASHED PROVIDE POSITIVE DRAINAGE
AuN -III-1 = = C I MAXIMUM LEVEL OF SEDIMEN -III-III I COLLECTED, REMOVE SEDIMENT DVE SEDIMENT STONE FlL1ER MAWTENANCE PLAN
I=1 I 1=~~~- WHEN THIS LEVEL IS REACHED. _ IS REACHED. FILTER FABRIC t ut cvnatr un anucut'rnuian ooirttrrc rri a nurrm cro cr.m.r ..u, roco. nnu cn,nu"ur c,iurcr mn.u inur
'iiM LL SLIT N NO CASE LESS THAN ONCE EVERY MEFJ(~ ANY NEEDEO7REPAINS Z BE MADE IMMEDIATELY TO MAINTAIN ALL PRACTICES AS
STONE SECTION DESNXIED.
2 SEDIMENT WILL RE REMOVED FROM THE SEDIMENT TRAP STORAGE CAPACITY HAS BEEN APPROXIMATELY 50% Fil I . GRAVEL MMl BE
INE FILTER ROCK D CLEANED OR REPLACED MIEN THE SSEDNEIIT POOL NO LONGER DRAINS PROPERLY. SHEET 3 SEDIMENT WILL BE REMOVED FROM BEHM THE SEDIMENT FENCE W*N IT BECOMES ABOUT 0.6 FT. DEEP AT THE FENCE. THE SEDIMENT FENCE
TEMPORARY SEDIMENT TRAP TEMPORARY SILT FENCE STONE FI MALL BE REPLACD AS NECESSARY TO MAINTAIN A BARRIER.
4. ALL SEEDED AREAS WILL BE FERTLUffD, RESIDED AS NECESSARY, AND MULCHED ACCORDING TO THE SEEDING SCHEDULE TO MAINTAIN A OF 12 VIGOROUS, DENSE VEGETATIVE COVER.

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/ III III 1• ~ \ I / I I / _ \ \ \ \ , \ 6 PVC / I I 01 I I I I I I ~ I 1 ' 11 y~~•~ ` P~.~ ' i 1 i I ~ ~ '1 \ 1/ ` `1 1 /
/ I I III 1• ~ I / I ' / ~/i ~7 ` ' \ ` \ ` ` \ \ WATERLINE / •1 Y1 I I 1 , - ~ 'S , r ~ ' \ DITCH , I 1111 I \ I ITCH,'~1 ~ I --'f--~__--_~ \ ? , ; ` \ \ ` ` , \ \ ~ / 1 f , I , I , 21 I I I + V + + I l 1~ T`~ f 1 . \ 1\ , + ' 1 I~ I I , , , , 1 11 1 I 11 11 I 1 , ''~1~~. ~ , 11 , / , 11 1V , ?
I III \ ` / / ' / / ~ \ \ \ ~ 1 \ \ , ~ \ ` , I I I ( I j I I I 11 11 1 11 ~ I 1 1, ~ 1 ~T~~ 1 A AI ~ ' 1 A 1, ~ / I 1 f I I I l 1 1 1 ` + 1 1 1 11 1 ` A 1 1 1 ' + ` V /
I 111 / ' / ` _ , ? \ \ ` , , . / , , I 1 1 1 I I I I 1 ` , 1 , 1 I 1 ! . I 1 1\ 1/ + 1 1 , \ r I I I ~ II I I 11 1 + 1 + I ~ I I ~ ~ I I ' \ 1` 1 \ / y~ I I 1 ~ , , ; 1 1 11 I I I I I I I I 1 `j I 11 1 \I ~1 1, \ \
I I III I \ , \ / A ~ , \ ? 1 ` \ \ ` . \ ` \ \ Fl IY. I I I Y. I I I I + ' + 1 ~ 11 11 I I I I I I ~ I l ; ~ 1~\~~~ , I ~ I V 1 ~ /
' I I 1 11 I I 1 If 1 11 ~ ~ /f~ITCH~ _ . ~22D\ \ \ \ \ , ~ r ~ _ . - , 1 I I I 1 I i / / r , , \ ` \ ` ~ \ 1 I ~ ~ 1 1 + ~ ' 11 11 11 I 1 ' I I I I I I I I 1 1 I \ 4 11 1, / 11 11 \ I / \ \ / 1 1 I I I - ' II I 1 11 11 i, I 1 I ~ I I I I I I I I i ; 1 \ I ~ 11 1 `\I 'I It /
I 1 I . I 1 I , / 6 PVC \ \ \ ` \ ` - I I~ 11 ' ' ' I i/ WATERLINE . \ \ : ` ` i 1 1 ~ 11 ' II ~ I I ~ I 1 I ,1 II ~ / I j ~ I / ~ ~ II ~ II II VI ~ I / I ~ , , 1 I I I I I I 1 1 I 1 1
/ P / / l 1 1 + 1 I 1 I I I I I 1 ! ~ , f ~ ! 11 I~ 1 II 11 I 1 I v l/ - /
I ~ I NI II , I I , / , / ~ FlRE H~ . ` 6 \ • ' + 1 ~ 1 11 I 1 j 1 ~ I I I ' ~ ' 1 I / I / 1 1 1 1 I II II ~ 1 / 1 1 11 II ' i 11 I II I I I I fi !rl l 11 f I j / I 11 11 11 II I II ' ~ /
I 1 I I II ~ 1 , BENNIE GA~Lf GEC / / ~ / / I i • I I ~ DITCH ~ \ \ r~~ ~ \ \ ~ 1 ~ 9 11 i X11 i 1 1 I CARP R,~X M G i i / ' ' I ~ / ~ \ ` ` / ~ \ \ ~ ~ \ Q ~ 1 ` II I 11 I I 1 I I I I I I I I ! ,r / / / ~ 1 II + 1 / 1 / 19 1 I ~ I I I I I r / I 1 I I I ,
~ ~ 1 \ { I ~ I I I I I I ~ I I 1 11 r / / / I 1 II + 11 ~ \I 1 / \ 6 PVC I 11 ~ 11 11 1' I i i I i I I i i ~ i I , ' l I \ 1' 1 1 1 ` v i /
1 I 1 11 I DB 198`9 PG, 7 9/ / , I , ~ t , I I 1 1 1 ' ' bG h17 ( 1 . I I ~ ~ r • . \ \ ~ \ \ WATERI \ WATERLI i ~ i I I I i i ~ I I ~ ~ I\ 1 I 1\ \I I I 1 \ \ I 1 I 1 I 1 . , \ \ \
/ I , \
I ~ \ I I 1 1 I ` \ ~ \ \ I ~A(A( & ,E~I1H HQNNEYCUT~,
I 1 ~ \ \ \ \ , \ 11 I I I a ` . D \ ` ` . ~ ` . ' \ I I I I 1 I I 1 I\ . . \ \ \ \ / , I , I , , \ \ \ \ Rll+l~,1613-97-\4751 /
I, 1 I , I 1 I ~ .WET' - ~ \ _ \ ` ` \ c _ - \ ' f I I ; I 1 I\ \ \ 1 \ bB\ 155 PG 4~9
/ I I -Ij -I II I I I I I I I ~ I I ~f1PE>~' ~ \ \ \ , \ .I \ \ ~ \ I \ 1 ,
I I 1 I 1 1 I I I I I 1 I I 1~ \ \ V ~ , A \ , ` , , I l AV \V ~ , v \ ~ \ 1 ~ \ . p \ . \
I 1 I I I I 1 I , , ? \ , \ ~ / ' 1 I 11 1 1 ' 1 I I I I I I \ I I f ` \ \ 1\\ \ ~
1 11, 1 1 1 I , ,OPEN S~'AOE \ \ ` \ t,` ~ _ 11 I II i 11 I ; I I I I I I I I ---.,I / / I \ \ \ \ \ \ \ \ ? I I 1 1 1 1 , I / / \ \ , \ 1 ` \ `
1 - , I I I I 1 1 I 1 I , ~ / , \
A ~ `9 V ~ ' 1 ~ . , 1 , ~ w
~ \ ` \ r FIRE MYD:1 1 't 1\ \ \ \ 1 \ \\1\
• ~ ,DITCH "~12 , \ \ \ \ / ~ ~
\ . \ ` \ \ , I , ~-%t_t~'1 \ / ~V of
I ; I ~jjE'SLOPES PFRMA T LINING LEON It: TE~HENSON, JR. \ \ \ ~ ` 1 ~ \ ` , + 'I~HA NEI. II?I ,---r--,--- / / QC~
, I , ~ I 1 \ ,FT 3:1 CoA S 1 F11P~R /CLASi$' 1 RI -RAP; \ \ \ \ 1 I 1 P 1613 7~s0~ \ ` . \ I 1 ~ I I a---~--~ I 1 ~ ` ~ \ / / / WETLANDS • 401 GROU A I I I 1 I I I I I 1\ \ . \ \ ~1 \ \ / , 4• VCS , I , I I I I \ \ = / / Q`~? Q /
,I I \ \ 2 0 F7"```,__ 3.1 SPNT~I~I~C,~t~.T/ ~ GRASS ; ; ' / / . 9 \ . \ . \ . \ \ I - 'RIP- AP DB\'1\020 f?G 8i \ \ ~ \ ~ 2 FT `~:1 - -,-QASS,l/RIPS-RAP ; CI~SS 1/ ~ \ \ \ \ , I I \ l /
~ , j \ \ ~4 \ ~'4 FT 3.`C' OJaS~ 1 R#P-RAP' CLASS /1 RIPT'RAP / \ \ I \ / ' - \ \ \ X70 1 1 \ I f I 1 I I , NOV 1 8 2003 \ ~ \ / , , , , , 1 f /
I \ \ \ ~5 \ 0 ~1`~ _ 3:1 S1fJl'hiETaC MAT/ /GRASS` / \ , , \ \ \ \ \ ~ , \ \ \ \ \ , \ . . \ ~ l l I i 1 1 / \ ,f ~ / / . \ fit ~ 1 I / / /
I n , , \ \ / / / / \ \ \ \ , \ \ \ \ \ ~ \ \ \ \ , \ I \ , , ` - - / ' / I f , I \ / / ~TkR,(~UALITY SECTI N
, I . / / / . \ \ \ \ \ \ , , \ \ \ \ I I I \ $AADSIDE DISH D~, A \ \ \ ~ o \ \ . ~ ~ \ \ , / , , J , , I I I I I / / /
\ v . / / / 1 \ \ \ i / / / l 1 I 1 I I / / i i /
I II I, -•,~1QE.a~L~S-' PERMAN TUNING / \ ` \ ~ ~ \ 1 , , ` ,`~IA~EL~IQ; B WIDTH \ \ \ \ , \ ,
I I ` \ I~1 ` 0 FT, 3.1 do 4:1 SfRAW,NET UN GR/ISS \ , ~ \ \ , I j I I , ~ ~`Q FT - . 3_1 dC 4;~__-STRAW NET ~.INER GRASS i ' \ ` ~ \ ` ` / / ^ / / /
, I , ~ ~ . \ \ 0 f1_ 3:1 do 4:1 STRAW NE,ti LINER ~ /GR SS, , ~ , \ \ \ \ \ \ \ \ \ \ \ \ i , / / / / I , / \ uF1~ I 1 I , l \ ~ ~ ~ ~ \ \ / / ' / \ IARRY dt P Tf~IC / R ` ~ '
/ ~ II ; ; ~ \ \ \ ~`.Q`FT „ 3:1 do 4:1---SAW-fVET LINER GRASS ; , \ \ \ \ \ l I I ; \ ; 0 F7 ~~T &-i:1 STRAW NET LIII~R / GRAS'S I ~ \ eanor rlt~ill \ \ ~ \ \ ~ \ ~ / PIN, 2r~-p7f 61~2~ ~ ,
','I I II I I ~'~.p FT 3:1 do 4:1 S1RAW_yET-(JNER / GRASS ; ` ~ \ ' ` \ LEON 'ST III I ` - / r ' ~ \ \ ` ` ` ` \ \ LEON '~TEIt E~A(SON iIR. \ ~ - - ; ' / ; ~ ; ' ~ 1 1 DB 3~f7,'PC 3581
/ ',III \ i 1 7 , ~`.0`f1 3i f d-4: r -SYNTHETIC MAT ER ,'GRASS,/ \ \ , , \ P ~ `i61; / II, i i \ ti`'0 '`,ZT~FT \ \ ~ 3:1 dt 4:1 STRAW NET R GRA~6' ! `'so \ ~ \ ~ ` 1 ~ D 2~
III I I , 1 \ \ \ / 1' , \ 1 \ \ \ I III 1 --0'f~'` ~1-k-#rt -9TiZ LINER-- GRASS ~ . ~ ' \ \ \ _ - , ; III I 1 OCTOBER 10, 2003
10 ---.~1;f7 ~``3:9 dr#:1• --STRAW-41ET t]NER --'GRASS \ I ! ~ II I / -y ~ - GRASS \ I i r ' ' \ ' `
~ 1, .\~11 ~ so,0'Fj . 3.~-dr~:~ -STRAW NET INNER-' \ / 1 \ '1 \ \ `I \ ~ , 1 ~ ~ 12/ 0 f\T `.\----3~1-~c_4J, ,STRAW NET LINER GRASS _ \ - ~ - ~ ; ; ,I ~ 11 , \ \ \ 5 , \ ` \ _ ; I I 1 II ~ II I, SCALE: 1 -100
~ 1 ~ 0 F11 3:1 do 4:1 ` ~1RAW NET LINER GRl~''' - ~ ' ' I ' `I \ ' ` ' I` \ ~ 1 1 \ \ ~ - I, . 1, \ 0308-017-CD.D1~G
II I I \ 1 , \ \ \ \ , , I ~ \ ~14\ 0 FTI 1 3: i dt 4:1 STRAW NET LINER ,-GRASS,, _ _ _ _ , I I I ' \ , \ ~I,~ \ 0 FT 3:1 do 4:1 S AW NET LINER GRhS~ ~ ~ ~ \ _ - I I I \ \1 + , , 1 , , , 1 \ , \ { ` , , , \ 1 , \ \ , ,
11 I ~ \ j16`` - $ fT 3:1 dC 4:1 STRAW NET LINER- ; '"GRA - \ ~ ' - , \ \ \ \ \ \
I. w-/ ` ~ __.1S.Li errnaw urr ~~ufe i nn CC _ ~ / 1 ~ ~ \ \
/ 1I II i - 17~- V fT .7: 1 Q T: 1 _AIR/~~1 1'IL I I~N~GR VyfnJ.~i \ ` , ,l `l 1 1 `1 1 1 ~I 1\ 8 "'V fi------- 3r1-8 41 STRAW t4ET'UNER, 'GR&SS - - - . , \ STS I \ \ , 1 \ \ \
TT _ ai _~3J_~4 4:1__-STRICW NET j1NE(? i ARASS' 1 \ \ \ ` - - - ` \ 1 IN L ` . \ \
I - _ - - GRASS, - - _0 Pf- _ 3:1 do 4:1 STRAW UN g - , - - - / , I 1 \I 1 I 1 SHEET
(5 -STRAW-MET R RA3S FT 0 J-21-- - _ - - - - _ - - I I I \ 1 1 1 1 \ \ \ \ \ \ 1 l \ \ \ I
- ` 1 i 20F 12

U
d'
O
~ ~
~ ~ ro ~
A ~ Q
Aei V ~ ~ ac 0 ~
~ " ~
? ~ ~ ~ ~ ~
~ ~ I
~ o~
~ / \ \ ~ , \ \ / i ~ td er
\ ~ ~ \ \ ~ EXISTING POND ~ / -
1 \ \ ~ ~
\ \ ~
~ . ~
O \ ~ i \ \
\ ~ \ \ ~ \ \ ~ / o ~ a
\ \
\ \ , - i ~ ~ ~ \ \ ~ ~ ~ CENTERLINE CURVE DATA ~ ~ ~
\ ~ ~ \ . / L=391.38' ~ ~ ~
\ ~ \ \ ~ \ \ / R=475.00' ~C~~ ~
\ \ / T-207.57' ~ x CH-380.40' ,~P
\ ~ RIP-RAP APRON \ \ • ~ LI 18' LENGTH ~ CH BR=S 65'38'26" E
\ L=179.17' ~ 10.2' WIDTH ~ , , DELTA=47'12'32" ~ ~ TEMPORARY TYPE B ~
~ oo ti \ \ R 310. ~ \ OPEN SPACE o n 12 MIN. DEPTH zo' ~ \ T=9216 ~ o CLASS 1 RIP-RAP ~ 2 ~D AN SEDIMENT TRAP I!3 M ~6 i ~uu~y~~
\ CH=176.68' ~ of d ~+E ~ C~ 'Ni, 10x16.5 x2.0 DEEP wAt~t METER eoxES 1~1 , ~ ~ I AY MATN 'HOUGH-READ' uoS. / as~~~ Q(~
\ ~ ~ n TEMPORARY TYPE 'B' ~ \ \ \ CH BR=S 55'1155 E ~ + + , - ~E ~ - ~ 20' 4 xo.5 SP LLW DETAILS a SPECS S ~:''p1~E '•.ti i z ) DITCH ~k5 / . Z.~~ •.7 ~ 2 CORPORAnON STOP (TYP.) :
\ _ DITCH ~ _ N N / \ \ \ DELTA 33106 51 i~ ~ ~ \ TEM. STRAW NET LINER 16'x18~x2.0' DEEP \ \ ~ ~ ~ r ~ TEMPORARY DIVERSION SILT ~ n o ~ u TEM. STRAW NET LINER DITCH ~3 ~ ~ N ~ NrD 3/4' CLASS 200 ~ X
\ 0x10 9GHT 4x0.5 SPILLWAY ~ FENCE \ \ \ ~ ~ F DITCH (TYPICAL) U POLYETHYLENE PIPE , , TEM. STRAW NET LINER o. wAn>z sERV~cE (TYP.) ~ / r ; 19302
HIGH 0 , tti • ~ .i - POINT ~ / 19'`0 i
\ \ \ ~ ~ 8' PVC WATFRUIIE ~ ~ ~ i 4~ a
\ NEW ASPHALT ~ _
\ ~ 11+00 _ 12+00 EDGE OF PAV'T \ \ V / _ 13+00 , > ~ 14+ ~ INV. 220.7P 1 PAVElIF11T S 3A'3830` E --~i°v a , - I INV. 220.7 15+0 B'~' ~1 ~ P 1s+oo 16+00 ~ 17+00 e' c.v. ~ l-tU~o
BORE UNDER ROAD PER R.~, - s µ'~'os' E ~ ~ ~ ~ S NCDOT SPEgFlCATIONS \ EDGE OF PAVT S 42'0'1'10' E
INV. 220. 2 \ INV. 220.2 ~
wc;H _ Pou+T ' DITCH ~6
\ 1 n -o of . _ .-~..~-+.?"~`..~-?"a'~'.~".~?`•~ ~ -""sue TEM. STRAW NET LINER
\ o n PIPE #1 SILT ~ DITCH SILT N i(~
\ a ~ ± TEMPORARY DIVERSION 44 LF-36" FENCE ~ 00 f \ ~ \ a ' DITCH (TYPICAL) W/ 2-FE 0 .50X ~ ~ ui FENCE ~ ~ cv TEM. STRAW NET INER ~ ~ +
\ ~ ~ 1 'x70' SIGHT W SENTERUNE CURVE DATA 0 DITCH 2 ~ ~ rn ~ ~ ~ L=26.27'
a \ ~ \ ' : TRIANGLE ~ L 30.89 ~ ~ • ~ o. - TEM. STRAW NET LINER ~ c \ i& R-310.00 ~ W ` W w R=650.00'
`1 - U Tr \ T-15.48 ~ ~ a ' a T=13.13' a CH=26.26 ~ " N
\ TEMPORARY TYPE 'B' 3d 1 CH BR=S 41'29 47' E ~ tG ~ 2 CH BR=S 431137 E ~ ~
\ \ \ DELTA=05'42'35" SEDIMENT TRAP Y2 d ~ t~ ~ AN 2 ~ A~ tplE ~ A~µ DELTA=0218 55 Z
\ ~ i6 x18 x2.0 DEEP i~ ~ ~ \ ~ ~ 4'x0.5 SPILLWAY t 2 RpWaAN sD ~ ~ _
\ \ 50' \ \ TEMPORARY TYPE 'B' Z ~ O F • ~ SEDIMENT TRAP Y4 ~ ~
\ ~ ~ 1O'x16.5'x2.o' DEEP ~
\ \ \ ~ ~ \ \ . ~ 4'x0.5 SPILLWAY ~ ~ W U
\ ~ ~ • ~ OPEN SPACE x
\ \ - ~ W I
\ ~ \ ~ z • \ I ~ w
z w
w
SCALE: 1 `=40' H 1 `=40' H o_
M
O
o PVI STA 12+50 244
t 244 0: A.D. ~ -1.18 i
I I
z ' HI POINT E V = 22 .67 ~ 242 G
242 100• ' vc LO POINT E V = 22 .38 = 22 .38
~ °o m LOW POINT ST = 14+6 .55 14+ .55 PVI STA 16+25
w 244 w ~ ~ N PV1 ELEV =225.32 _ 240 225.32 -
z G GR ND 25 IGHT ~ N W o ~ A.D. 5.35 ~35 ~ ~ + K = 1.39 =
~ CEN EXISTI G GROUN v v o o - 238
238 m m ~ EXISTING GROUND 5 LEFT - - ~ N . 110. ' VC A.D. _ -2.58 k~;- - a'`
~t u; w t`
_ ~ v - - 236
> > . j I ~ w w ~ ~ ~ - ~ o
~ ~ ~ a o + 234
~ m n 234 + N N ~ r N ~ ~
r N (%1 ~ ~ ~ N
W , w --r- 232 ~ W DD
• 1 m 36 MIN U _ J
N OF OAD w i , , p cp ~'-1 W j 0] m O
23Q ,318 CE ITERUNE INISHEO ADE N ~ 230 SHED ADE ~ N N
• ~ N W ~ N
x - " " 228 w w Ji w
228 m m \
CHANNEL DATA 6' VC WA LINE
226 CHANNEL N0. BOTTOM WID1H TEMPORARY LINING PERMANENT LNJ{NG • - - 226 _ - o ~ .
i~ 2 FT 3:1 CLASS 1 RIP-RAP CLASS 1 RIP-RAP • - ~ o
~2 0 FT 3:1 SYNTHETIC MAT GRASS 36' CP ~ 36 CP , 224 i ~ .39 ~
~3 2 FT 3:1 CLASS 1 RIP-RAP CLASS 1 RIP-RAP ~ 224 0 FT 3:1 CLASS 1 RIP-RAP CLASS 1 RIP-RAP -
~ GRASS - \ ~5 0 FT 3:1 SYNTHETIC MAT . o
222
222
ROADSIDE DITCH DATA 12" M 12" MI .COVER 220 •
22Q~~Qa BOTTOM wDTH TEMP ARY LINING psRMANENT LINING
~ D FT Jct dt 4:1 STRAW NET LINER GRASS
~2 0 FT 3:1 dt 4:1 STRAW NET LINER GRASS 1 FULL /3 0 FT 3:1 dt 4:1 STRAW NET LINER GRASS WA I 1 FULL OINT OF UCTILE I 218 WA U E CENTE
218 0 FT 3c1 do 4:1 STRAW NET LINER GRASS "
~ NER GRASS ~5 0 FT 3:1 At 4:1 STRAW NET U /6 0 FT 3:1 ~ 4:1 STRAW NET LINER GRASS 216
216 i~ 0 FT 3:1 ~ k.1 SYNTHETIC MAT LINER GRASS
/8 0 FT x1 ~ 4:1 STRAW NET LINER GRASS ~9 0 FT 3:1 dt 4:1 STRAW NET LINER GRASS
X10 0 FT 3c1 At 4:1 STRAW NET LINER GRASS 214
214 #it 0 FT 3:1 ~ 4:1 STRAW NET LINER GRASS
/12 0 FT 3:1 dt 4:1 STRAW NET LINER GRASS X13 0 FT 3:1 ~ 4:1 STRAW NET LINER GRASS
/14 0 FT 3:1 8: 4:1 STRAW NET LINER GRASS 212 5 0 FT 3:1 ~ 4:1 STRAW NET LINER GRASS 212
IlH /16 0 FT 3:1 dt 4:1 STRAW NET LINER GRASS i
X17 0 FT 3:1 At 4:1 STRAW NET LINER GRASS 210
210 X18 0 FT 3:1 ~ 4:1 STRAW NET LINER GRASS j19 0 FT 3:1 At 4:1 STRAW NET LINER GRASS OCTOBER 10, 2003
X20 0 FT 3:1 ~ 4:1 STRAW NET LINER GRASS SCALE: 1"=40' V
#21 0 FT 3:1 ~ 4:1 STRAW NET LINER GRASS 208 , 1 =4 H
208 ~ ~ M w ~ ~ N n ~ N m M ~ ~ ~ ~ 0308-017-CD.DIVG
CENTERLINE ~ ~o ~ ~ ~ ~ o g ~ ~ t o m co m r ad ao ad ao ad ~ r r m ~ ui ui ~ IM
FINISHED N N d d' M ~ IV O O N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N
GRADE ni ni N N N N N N N N N N N N N N N
15+00 16+00 17+00 18+00 19+00 SHEET
10+00 11+00 12+00 13+00 14+00
PROFILE MARKET ','ET FARM LANE S J 401 GROUP T~AN~
a' H RJR~ 30F 12
vv
vvATRR QUALITY SFUION

U
r., d,
O
rn ~ ~
~ ~ ~ ~ ~ ~ ~
I ~ ~ 1 1 ~o
~ ~ 1 U
1 1 ~ • 1 \ RIP-RAP APRON 0 ~
1 TEMPORARY TYPE '8' 6' LENGTH ~ \ PIPE #3 , ~ ~ ~ 9 ~ ~ ~
~ ~ SEDIMENT TRAP ~7 7.5 WIDTH ~ \ 54 LF-18 RCP TM ~ ~ ~ ~ DEPTH m U ~
~ 16x18 x2.0 DEEP 9" MIN. DEPTH W/ 2-FES 0 0.50% CLASS 1 RIP-RAP RIP-RAP ~ ~
TEMPORARY TYPE 4x0.5 SPIU.WAY \ , caRPORAnoH sroP TYP. DIM T A ~ \ ~ ~ ~ ~Z ~ ~ d,
, \ \ q~ aoo P9 OPFRAIMIG P 16 x18~C2.0 DEEP ~ 75 73 m N
4 x0.5 SPILLWAY \ o TEMPORARY DIVERSION INV. ~ ~R' \ ~ + 74 DITCH (TYPICAL) 230.27 - - - - 26 ~ ~ ~ ~ cd
,.~pP \ WATER METER BOxES - - - - 27 ~ ~ N w~rH 'roucH-READ' uos. DITCH ~7 ~ > • INV. 230.00 27 DITCH R! ~
II (SEE DETAILS ~ sPE~) TEM. SYNTHETIC MAT LINER ~ ~ PORARY DIVERSION ~ TEM. STRAW NET LINER TEM ~ ~ ~ DITCH (TYPICAL) U
DITCH ~ / \ 3/4' CLASS 200 - - - _r . - - - 25 ~
NE \ POLYETHYLENE PIPE - ~ i-~I~- f-~- m'~ 'P TEM. STRAW N T U \ WATER SERNCE (rYp.) wGH PaNr ~ • - - - E a
SILT \ wr - wATERU~~ ~ \ FENCE \ - ~ s'~ ~ 24+00 2fi - - a~
t 23+~ - - ----I-- - - - 2s+oo ESE ~ PAvr ~ 27+00 ~ ~y ~ 24 ~
NEw A~µ' s aS2Ot'19" E ~ . 2+00 - 25+ 0 a ' -._f__~'~ALi 28 ~ W~ ~ ~ ~ ~ EDGE OF PAVT PAy~ \ p.25/ ~ WAiERUNE
• OF PAYT y ~ S 7142' E HIGH ~ ENr ~ wry c~
~ 20+ INV. 1 21+~0 _ ~I-~R a• ~,,,~,_~,,.~_~--~_PgHT 3.96 9, - - - T-~ -~h~-~?-~-~/ \ ~ ~ ~ ~L
1 - - - - ~ OF PAYT •pPIM ~ - ~ \ rwl _ s 29.00 • -3s' a; h
' II TEMPORARY DIVERSION ~t• a DITCH X10 ~o f e x4" R o i~
SILT INV. 213t'w DITCH X18 N DITCH (TYPICAL) W ~ FEN TEM. STRAW NET LINER w ~ ~ AW N T LINER o ~>b h ~ CENTER OF CUL-DE-SAC TEM STR E + ~ .H. ~wuu, n N v,~~ STA. 29+54.82
+ + I n W N ~ I 2 0 ~'y C ~a Oi ` yi
~ ~ °1 J 23 • t$`••' • + ~ U ~ ~ =Q
DITCH ~!6 ~ ~ 4 ~ n TEM. STRAW NET NER \ TEMPORARY TYPE B w CENTERLINE INTERSEC110N PIPE 1~2 I SEDIMENT TRAP STA: 24+91.52
56 L~ ~48 RCP 16x18 x2.0 DEEP GENTERUNE CURVE DATA CENTERLINE CURVE DATA B ~ \ _ 21 \ r 19302
W do ~ ~ _ / 2-FE5 0 1.00?G ~ 4x0.5 SPILLWAY L-50.08 2 \ _ ~ I L-142.68 \ ~ ~ , ; R=500.00 Q Cy \ ~ •,,,F •
\ R-400.00 ~ ~ ~ T=25.07' T=71.83 \ qy \ •sG .NCINE~' TEMPORARY DIVERSION +I~`' \ N \ yyF `
3 ~ - ~ ~ ~ CH-50.04' CH=142.19 \ / F ~ CH BR=S 73'53'50" E DITCH (TYPICAL) \ ,y?\ ~ r-
TEMPORARY E B \ ti ~ CH BR=S 85'39'31 E 1 \ ~ \ TA=07'10'23' \ , ~ DEL DELTA=16'20'59" PErtMAMENr 2' \ \ ~ ?
16'x18'x2.0' D P RIP-RAPy1PRON BLAW OFF ASSEMBLY \ \ ~ f - I G-D 3
4 x0.5 SPILLW Y \ 1• ' \ 32 LENGTH{
o p \ 16.8' WIDTH ti ry.~ F ~ cy 18 MIN. D TH 22 \
b y ~ LASS 1 RIP RAP
FFy~i l ~ \ ~y \ F \ ~ TEMPORARY TYPE 'B'
~ ~ \ \ SEDIMENT TRAP #9 \
~ \ ~ \ \ 18'x26'x3.5' DEEP \ 4'x0.5' SPILLWAY \
~ \ ~ 11~
N
z
~ Q . z~
SCALE: 1'=40' H SCALE: 1 =40 H p ~
~ ~ ~
J HANNEL DATA w
a
CHANNEL NO. BOTTOM WIDTH SIDE SLOPES TEMPORARY LINING _ PERMANENT LINING w
i~ 2 FT 3:1 CLASS 1 RIP-RAP CLASS 1 RIP-RAP z ~2 0 FT 3:1 SYNTHETIC MAT GRASS z
#3 2 FT 3:1 CLASS 1 RIP-RAP CLASS 1 RIP-RAP w
#4 0 FT 3:1 CLASS 1 RIP-RAP CLASS 1 RIP-RAP ~ #5 0 FT 3:1 SYNTHETIC MAT GRASS a
M
ROADSIDE DITCH DATA o
HI POINT E EV = 23 .16 BOTTOM WIDTH_~E SLOPES -TEMPORARY LINING PERMANENT LINING 244
PVI STA 23+75 PVI STA 1 0 FT 3:1 dt 4:1 STRAW NET LINER GRASS
PV1 EU:V = 234.82 • ~2 0 FT 3:1 ~ 4:1 STRAW NET LINER GRASS
I A.D. _ -1.85 ~3 0 FT 3:1 d: 4:1 STRAW NET LINER GRASS K = 3.97 ~4 0 FT 3:1 dt 4:1 STRAW NET LINER GRASS 242
K = 0.52 ~5 0 FT 3:1 rk 4:1 STRAW NET LINER GRASS
235. ' VC 100. ~ VC ~6 0 FT 3:1 do 4:1 STRAW NET LINER GRASS ~7 0 FT 3:1 do 4:1 SYNTHETIC MAT LINER GRASS 240
~8 0 FT 3:1 ~ 4:1 STRAW NET LINER GRASS
LO POINT E V = 22 .83 n M LOW POINT S = 20+ .41 ~9 0 FT 3:1 do 4:1 STRAW NET LINER GRASS
01 (V - - # il} Y /10 0 FT 3:1 do 4:1 STRAW NET LINER GRASS - - ~ ~ X11 0 FT 3:1 do 4:1 STRAW NET LINER GRASS .238 ~ }'1-~^~^~
N + ~ PVI ELJ:V = 217.32 + ~ X12 0 FT 3:1 do 4:1 STRAW NET LINER GRASS ' t!~ `
- t%1 V N ~ U > N N X13 0 FT 3:1 & 4:1 STRAW NET LINER GRASS - ^ , X114 0 FT 3:1 & 4:1 STRAW NET LINER GRASS 1•
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~ ~ SEDIMENT TRAP ~7 PIPE #3 7.5' NADTH ~ \ 54 LF-18" RCP ~ ~ ~ w ~ sJ
~ i6 x18 x2.0 DEEP 9" MIN. DEPTH W/ 2-FES 0 0.50X CLASS 1 RIP-RAP
TEMPORARY TYPE ~ 4x0.5 SPILLWAY SEDI T 1RAP_ ~,5 \ ~ ~ coRPORAtIOH stop {rrP.) a0 Z oy0 A V.
, \ ~ ~ ` \ ~ 300 PS OPERATIHC PRESSURE 16 x18~C2.0 DEEP r 75 73
4x0.5 ~PILLWAY \ o TEMPORARY DIVERSION INV 26 W
~ ri~H' \ \ + 74 DITCH (TYPICAL) .230.27 _ ,.fpP \ ~ WATER PETER 80xES - - - - ~ N MATH 'TOUCH-READ' LIDS. DITCH 7 ~ > 27 ~ ~ ~ •INV. 230.00 ~ ~ ed ~ ~ DITCH ~ ~d ~ ~
II ~ sPEa) TEM. SYNTHETIC MAT LINER ti ~ TEMPORARY DIVERSION TEM. STRAW NET LINER IT H TYPICAL ~ ~
DITCH ~ / \ ~ 3/4' a.ASS 200 - _r . ~ _ _ Do ~ ~ U~ _ 25 ~
T NE \ POLYETHYLENE PIPE - l•-~-~-1~-i-~--1-~1~"-~- io'~ ~p -.+.~-i TEM. STRAW N U \ WATER sERHCE (TYP.) ~ ~ wGH Pawl ~ • --r-~-.~,., - ~ ~
` SILT ~ • \ MM " wAT~''E_? - - V~ E - ~
\ FENCE \ \ ~ . ~ e. 0 24+00 26+00 ~ 2s+oo Eon ~ PAvr ~ ~i ~ 24 ~ ~ o i ~ 27+00 ~ ~ e. ~ o
NEw S E20499" E n ~ . ...~_'~MAIT 28 ~ wA ~ ~F 4• p EDGE OF PAVi PA ` R.~'/ ~ WAIERUNE
~ 2+00 25+ 0 ~ 2 PAVFyIENT R "A OF PAVT ~ ~ S 89'1442" E HIGH ~ ~
20+ INV. 21+Q0 ~ a' ~,•4~-E„?._1,,,~,_PgNt ,13.96 ~ ~ - - - + ~?-;t - ~
AVT MYA \
N II TEMPORARY DIVERSION ~t• ~ DITCH X10 ~ ~ -~i f a o
SILT INV. 213~4o r DITCH ~ N DITCH (TYPICAL) Q TEM. STRAW N T ° AAD ~ Q- CENTER OF CUL-DE-SAC E LINER + ~ ~ H. INNUN n N y,~~ STA: 29+54.82
FEN TEM. STRAW NET LINER N W ~ _ w + I m 2 Iw ' o ~ 5 m 2 N O ` ~Q I C~ i
r N LA I II by .s E ~y J 23 c~`
DITCH ~6 ~ , , 4 ~ m TEM. STRAW NET NER \ TEMPORARY TYPE B w CENTERLINE INTERSECTION a o ~ ff 's " SEAL
PIPE M2 SEDIMENT TRAP Y8 56 L~ 48" ~ ~ ~ ~ CEN RUNE CURVE DATA STA: 24+91.52 RCP d 16 x18 x2.0 DEEP , CENTERLINE CURVE DATA N \ _ 21 \ r 19302 =
/ 2 FE3 0 1.OOX ~ 4x0.5 SPILLWAY L-50.08 2 \ _ L-142.68 \ R=500.00' a, C'y \ :rJ?'', , 'E
\ R-400.00 I ~ ~ ~ T=25.07' T=71.83 \ qti \ • .NOINE~' • _ ~ TEMPORARY DIVERSION l~ \ N \ y.,yt~ ~
3 l- ~ ` _ ~ ~ CH-50.04' ~ " I I CH-142.19 " DITCH TYPICAL \ ~ \ ~ \ ~ CH BR-S 73'53 50 E ~ ~ ~2 i-
MPORARY E B \ ~ CH BR=S 85 39 31 E ~ ~ \ DELTA=18'20'59" PERMANEMr 2' \ \ ~ ?
\ ~ DELTA=07'10 23 I 16'x18'x2.0' D P ~ ~ RIP-RAP~APRON BLOW OFT ASSEMBLY \ \ ~ IG-0 ~
, Y \ ti~ ' \ ~2' LENGTI'1 4 x0.5 SP11LW
d e~ p \ 16.8' WIDTH ti ti.~ F ~ ~ Oy 18 MIN. DE TH 22 \
1• ~ ~ SS 1 RIP RAP F ~G l ~
\ F,~ ti \ F \ ~ ~ TEMPORARY TYPE 'B~
1 ~ \ \ SEDIMENT TRAP 1!9 \
I \ ~ \ 18'x26'x3.5' DEEP \ 4~x0.5~ SPILLWAY \
z
~ Q " z~
SCALE: 1"=40' H SCALE: 1 =40 H ~ ~ ~
to ~
J CHANNEL DATA w
a
CHANNEL NO. BOTTOM WIDTH SIDE SLOPES TEMPORARY LINING _ PERMANENT LINING w
#1 2 FT 3:1 CLASS 1 RIP-RAP CLASS 1 RIP-RAP z ~2 0 FT 3:1 SYNTHETIC MAT GRASS z
~3 2 FT 3:1 CLASS 1 RIP-RAP CLASS 1 RIP-RAP w
~4 0 FT 3:1 CLASS 1 RIP-RAP CLASS 1 RIP-RAP ~ #5 0 FT 3:1 SYNTHETIC MAT GRASS a
M
~S1DE DITCH DATA o
- HI POINT E EV = 23 .16
PVI STA 23+75 Pl _ CANNEL N0. BOTTOM WIDTH _ SIDE SI (1PFC _ TEMPORARY LINING .PERMANENT LINING 244 PVI STA 28+0 1 0 FT 3:1 dt 4:1 STRAW NET LINER GRASS
PVI ELEV = 234.82 • ~2 0 FT 3:1 dt 4:1 STRAW NET LINER GRASS
K = .52 A.D. _ -1.85 ~3 0 FT 3:1 do 4:1 STRAW NET LINER GRASS
K = 3.97 #4 0 FT 3:1 dt 4:1 STRAW NET LINER GRASS 242 ~5 0 FT 3:1 dt 4:1 STRAW NET LINER GRASS
235. ' VC 100. ' VC ~6 0 FT 3:1 ~ 4:1 STRAW NET LINER GRASS ~7 0 FT 3:1 do 4:1 SYNTHETIC MAT LINER GRASS 240
~8 0 FT 3:1 k 4:1 STRAW NET LINER GRASS
LO POINT E V = 22 .83 ~ M ~9 0 FT 3:1 do 4:1 STRAW NET LINER GRASS
LOW POINT S = 20+ .41 _ Cl N ~ AI ~ Y1 X10 0 FT 3:1 do 4:1 STRAW NET LINER GRASS ~ ~ X11 0 FT 3:1 do 4:1 STRAW NET .LINER GRASS 23$ ~ s
PVI ELEV = 217.32 N + + ~ X12 0 FT 3:1 dt; 4:1 STRAW NET LINER GRASS
U N N U > N N ~ X13 0 FT 3:1 dt 4:1 STRAW NET LINER GRASS - ,y14 0 FT 3:1 do 4:1 STRAW NET LINER GRASS
- ~ I~ W U U 0 0 X15 0 FT 3:1 do 4:1 STRAW NET LINER GRASS 236 M
~ rn > > > > o m is 0 FT 3:1 & 4:1 W GRA W ~ STRA NET LINER SS
N N + ad /17 0 FT 3:1 & 4:1 STRAW NET LINER GRASS • `O N X18 0 FT 3:1 & 4:1 STRAW NET LINER GRASS
U ~ _ 234 #19 0 FT 3:1 do 4:1 STRAW NET LINER GRASS
Vl - ,~20 0 FT 3:1 dt 4:1 STRAW NET LINER GRASS 11 . uJ
N O 0] ~ _ - w w ,~21 0 FT 3.1 do 4.1 STRAW NET LINER GRASS
N N ~ ~ ..1.87 N N - ~ W / ~ _ ~
- _ CENTS LINE FINI ED GRA E ~ ~ ~
W / 230 M--I ~ ~
CENTER E EXISTI G GROUN ~ 'i
~ 0 ~ 228
- ~ ~ 6"x CROSS iS ~ ~ XISTING OUND 2 LFFT + ~ ~
~ N N ~ N
Z ~ - + < ~ ~ 226 EXI TING GR ND 25~ IGHT
Z N ~ ~ rn H 36 MIN ~ ~ ~ i Q
J 224
- ~ F In OF ROAD ~ ~ ' ~ I 11 u~ ~ ~ w -
- - / U ~ ~ ~ I
- • ~ - - 222 ~ J
\ ~ 7
I • ` ~
° 220 ~ 8" P WATER NE • . v w
\ z ~ w •
\ i. 218
48 RCP ~
216
\ \
~ i - 6"x4" RE UCER - 214
~ 12" MIN. CO R 4" PVC ATERLINE \ •
I
. - 212 ~ i \
1 FU JOINT F DUC11 IRON
- A I 210
\ OCTOBER 10, 2003
_ SCALE: 1"=40' V 208 , 1 -4 H
~ r O ~ r N t0 ~ tp 1~ ~ ~ ~ t0 t0 ~D IA d' N O Ol N In M ~ t0 01 OD 4f 17 O 10 to O V7 01 0~ It7 Os 01 ~ O ~ O ~ M ~ n ~ ~ N ~ ~ ~ In CENTERLINE IrV 0308-017-CD.DWG o n ~o n ao rn rn o M .r ~ co m ~~[A~~~ r
N O O O ~ N M `t t0 1~ t>7 O N N M M N N N M M N N N N N N N N N N N N N N M M M M M f7 M M M M o of ac ~ cC vi ui N ri cv o of Sao ~ Ico FINISHED ''~+~;I M M M N N N N N N N N N N N N ~,N N N N N N N N N N N N GRADE
N N N N N N N N N N N N N N N N N N N N N N N N N N
20+00 21+00 22+00 23+00 24+00 25+00 26+00 27+00 28+00 29+00 30+00 root/ 1 &2003 SHEET
PROFILE MARKET FARM LANE PROFILE EARLY RISER COURT 44
SCALE: 7'=10' H SCALE: 1'=40' H 40F 12
1'=4' V

U
~ d~
O
U ~
~ ~
RS A ~ p
as, U ~ ~ A~ 0 ~ ~
? ~ ~ ~ td ~
~ ~ I
U ~
- \ ~ / \ ~ \
\ \ \ ~ w / / / ~ • ICI ~
\ \ ~ EXISTING POND ' / ~ ~
\ \ \ 1 \ \ \ ~ - ~ ~
\ \ ~
\ \ \ \ ~
\ ~ ~ / ~ / ~ ~ ~ / \ P , o~, ~ ~A / u / ~ 0 L~
\ \ ~ ~ ~ i
~ \ \ ~ \ \ ~ V / ,k+ ~ ~
\ - / CENTERLINE CURVE DATA \ ~ ~
\ . r r~ \ ~ ~ \ ~ \ ~ I / L=391.38' ~ ~ / R=475.00' ~
\ \ i \ ~ ~ I / T-207.57' ~ x
\ \ RIP-RAP APRON \ CEIiIIER~MIF CURVE DATA , CH-380.40' ,~P
\ \ 16 U:NGTH p,~,W \ L=179.17 ~ 10.2' WIDTH ~ CH BR=S 65'38'26" E 5 ~ I ~ ~ DELTA=47'12'32" .Fc~'~
\ R~ \ \ R 310.00 ~ SPACE ~ n 12 MIN. DEPTH 20 ~ ~ ~ TEMPORARY TYPE B ° SEDIMENT TRAP #t3 M ~6 i u~ww~,~~
\ T=9216' ~ OPEN o CLASS 1 RIP-RAP z ~ \ CH=176.68' ~ ~ 6 ~ z Jo' ~ ~ 10'x16.5'x2.0' DEEP ro w~1Ex GEtER eoxES ~ C~ JG' J ~ y
~ \ \ \ CH B1t=S 55'11 55 E ~ + + ~ TEMPORARY TYPE B zo1~ ~ ~ Z 4'x0.5' SPILLWAY + wtH 'rauai-r~0' u0s. ~ ••a E . / s'. • ~ ~ •.ti . ~ OEr,~us a secs) DITCH ~5 /
\ \ OELTM33'08'51" DITCH i~ ~ ~ ~ ~ ~ ~ 20NF 2 ca~~naH sroP (>YP.) ; Z'Q~ I ~ ~ ~ II TEM. STRAW NET LINER ?
\ \ TEM. STRAW NET LINER " ' ~ 16'x18'x2.0' DEEP I T \ \ \ 0'x70' SH,TIT . i TEMPORARY DIVERSION 4'x0.5' SPILLWAY ~ S L DITCH ~3 fNiE H 3/4' CLASS 200 / X ~ ' I U POLYE1HYlENE PIPE 7 L :Y TEM. STRAW NET LINER a wAtEe SERVICE (rtp.) ~ / sr ; 19302 ?
\ ~ \ TiiIANGLE - - ~ ~ DITCH (TYPICAL) FENCE \ ~r --may,-~ _ o_ _ ~ \ \ \ '"'1--~> - - - - HIGH 0 • • • - - PgNr ~ / 19'0 'sJ+••. •k':
- ~ /
~ \ 13+00 EDCE ~ p~VT ~ 14+0 'INV. 220.7 .1 ~ INV. 220.7 15+0 e'xe' z ~I P 1s+oo 1a+oo
BORE UNDER ROAD PER p~~ s E - a • - I ~ S 44'21'05' E ~ I I l 3 .I I 1 - s 4- 2ro~ - r------ - I -
NCDOT SPEgFlCATIONS \ EOCE OF p~~ ii: \ INV. 220. 2 INV. 220.2
fA~ - _ HIGH
t~ N ~ \ ~ n PaNr ~ ' DITCH
•0 rn \ ~ ~ PIPE !kl SILT I - _ - TEM. STRAW NET LINER SILT N DITCH ~4
4 ± TEMPORARY DIVERSION 44 LF-3s" FENCE ~ t \ FENCE ~ ~ cv TEM. STRAW NET LINER
\ e. ~ DITCH (TYPICAL) W/ 2-FE 0 .50% ~ ~ a \ ~ y CENTERLINE CURVE DATA ~ \ 10x70 SIGHT ~ ` ~ ~ + ~ ~
x? \ $ \ ' = TRIANGU: ~ La30.89' DITCH ~2 ~ ~ Lm26.27'
• ~ a - TEM. STRAW N T UN L c \ R-310.00 E ER ~ ~ _ , ~ \ \ T 15.4& ~ ' ~ u ~ R=650.00' ' a a T=13.13'
\ CH=30.88' , , . CH-26.2s , " N
\ CH BR=S 41'29'47' E TEMPORARY TYPE B 3d ~ \ \ DELTA=05'42'35` SEDIMENT TRAP If2 0, ~ • 3~ tONE ~ ' ~ zaN~ y CH BR=S 4311 37 E ~ ~ tOnE ~ ~ DELTA=02'18'55` Z
, 2 1 \ ~ 16 x18 x2.0 DEEP toNE >;d 30 ~ ~ _
~ \ \ 4'x0.5' SPILLWAY 2 ~p~~ \ \ 5d ` 1EMPORARY TYPE 'B' z ~
'0 \ I ~ ~ \ • ~ SEDIMENT TRAP !!4 ~ ~ tr
\ \ ~ 10'x16~5'x2.0' DEEP ~ . ~ 4x0.5 SPILLWAY ~ ~
\ ~ \ ~ • W U
\ \ . ~ \ ~ OPEN SPACE a „ I W
~ \ \ ~ Z • \ I ~ W
~ W i ~
J w
SCAU:: 1"=40' H n
PVI STA 12+50 I ~
0 - 244
244 ~ A.D. _ -1.18
z - .
242 ~ 100. ' vc I T v = 2z s7 242 HIG PO N E
o LO POINT E V = 22 .38 V = 22 .38 _ ~ = 14+ .55 PVI STA 16+25 '
a - °o m LOW POINT ST = 14+8 .55 240 _ ,
240 N z TING GR ND 25 GHT ~ N PVI ELEV =225.32 225.32 -
~ N w O ~ A.D. 5.35 5.35 - + K - 1.39
~ CENTERU E EXIS11 G GROUN v v o o _ 238 , 0] m M M - 238 {
~ EXISTING GROUND 5 LIFT - U ~ - ~ N ' 110. ' VC A.D. _ -2.58 ~ _ ,y
N W 2~J
236 ~ ~ - ~ ~j ~ W W ibb. V
Ip ~ o ° M
. ~ / Oi ~ + 234 N ° ~ ~
234 N (V ~ ~
r + N VI ~ ~ N
W LJL " , W 232 ~
36 MIN ~ m U m N ~ O
I N OF OAD W W 0] m i °
23O ~3 ~ CE TERUNE NISHED ADE- 8 N ~ „ 230 H NISHED ADE N N ~1
/ U) LLl ~ N 1x _ ~ U
~ ~ \ W W Vl Lil 228 i u
228
CHANNEL DATA s' vc wA uNE ' - - 226
6 _ PERMANENT LINING 22 CHANN L No. BOTTOM IIn1H E~ TEiLPO~RARY LINING ~ -I- ~ L..I
~1 2 FT 3:1 CLASS 1 RIP-RAP CLASS 1 RIP-RAP • • _ ~ ~ 3s cP
~2 0 FT 3:1 SYNTHETIC MAT GRASS 36" CP ~ ~3 2 FT 3:1 CLASS 1 RIP-RAP CLASS 1 RIP-RAP ~ . 224 ~
224 0 FT 3:1 CLASS 1 RIP-RAP CLASS 1 RIP-RAP ,~4 ~
/5 0 FT 3:1 SYNTHETIC MAT GRASS
222 222
ROADSIDE DITCH DATA
12" 12" MI .COVER 220
22O CHANNEL N0. BOTTOM rnTM TE#~IPORARY LINING- PFR~IANENT LINING
~ D FT 3c1 At 4:1 STRAW NET LINER GRASS ~2 0 FT 3:1 # 4:1 STRAW NET LINER GRASS 1 FUl 1 FULL OINT OF UCTILE I ON _
~3 0 FT 3:1 ~ 4:1 STRAW NET LINER GRASS WATEI 218 0 FT 3:1 At 4:1 STRAW NET LINER GRASS WATERU E CEN I 218
4:1 TRAW NET LINER GRASS I r~ V1
I~ oFr x1~ s 1~3 0 FT x 1 At 4:1 STRAW NET LINER GRASS ~ i --r---- - 216
216 17 0 FT 3c1 ~ 4:1 SYNTHETIC MAT LINER GRASS
~B 0 FT 3c1 ~ 4:1 STRAW NET LINER GRASS #9 0 FT Jct ~ 4:1 STRAW NET LINER GRASS I
X10 0 FT 3c1 ~ 4:1 S1RAW NET LINER GRASS 214
214 X11 0 FT 311 ~ 4:1 STRAW NET LINER GRASS X12 0 FT 3:1 # 4:1 STRAW NET LINER GRASS
X13 0 FT 3:1 ~ 4:1 STRAW NET LINER GRASS i
X14 0 FT 3c1 do 4:1 STRAW NET LINER GRASS 212 15 0 FT xl r!t 4:1 STRAW NET LINER GRASS 212
#16 0 FT 3c1 dt 4:1 STRAW NET LINER GRASS
X17 0 FT x1 ~ 4:1 STRAW NET LINER GRASS 210
21O ~l18 0 FT 3c1 ~ 4:1 STRAW NET LINER GRASS X19 0 FT 3c1 At 4:1 STRAW NET LINER GRASS ~ OCTOBER 10 200 - 3
#20 0 FT 3c1 ~ 4:1 STRAW NET LINER GRASS _ SCALE: 1"=40' V
#21 0 FT 3~1 dt 4:1 STRAW NET LINER GRASS 208 208 1 -4 H
NTERLINE a0 °D 0D ~ ,n aoo o roi ion ~ o coo t ~ ~ t0 ~ ~ ~ ~ Lo Lo " ° 0D `0 rn o r ~ ~ ~ N n a N n M o°o ~o ° 0308-017-CD.DWG f ~ ~ ~ ~
nwcurn ~ _ ~ M Mi ni N O O W ~ w~. n ~ n~i n~i N N N N N N IN IN N N IN
rnv~~iw M M M pj I M M M M N N fV N cv ~v N GRADE N N N N N N N N N N N N N N N N N V ~ k+ IZq IN IN F IN Iz-~ IN Iiq IN IN IN k4 IZ-4 I~ i-4 Ioi i6 I
15+00 16+00 17+00 18+00 19+00
12+00 13+00 14+00 1 10+00 11+00 WETLANDS 1401 GROU SHEET
PROFILE MARKET I SET FARM LANE NOV 1 it 2003 30F 12
SCALE: 1'=40' H •10' H
1 '=4' V •4' V WAS:

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/ 1 I ~ ~ ' I ~ ~ ~ 1'I ~ / 1 'PINS 1613-79-1'227 ~ ~ ~ ' r' v _ _ _ ` V v , DB 880 PG 830 ~ V ~i
, 11 v ~ - 1 1 ~ I ~ / 111 „ / d8 1031 PG 757 ~ -t ~ L / r P . ~ U ~ _ _ ~ ~ ~ o0
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„ 111 / ` I I ~ 1 I I ~ f 'I I ~ I' / / I _ 1 ~ ~ ~ ' 1 1 ` '0 'ri a
, ~ ~ I l III 1 . _ _ - - I / I Q 11 ,11 / ~ 1 ~ ~ h i , i r ~ i ~ 1 ~ ~ ~ _ ~ ~ m rn
I / i 1. / / ' \ ` ' ~ ~ l l 1 r ~r--r--~ r~--- , R- --230 ~ ~ 7 ~-----'7 I , 1 ~ , , -1 ` - ' I ~ ~o ~
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111 / i` r / I~ ~ /1 I~ t I I , \W I I / I` I I x _ i / ~ ~ ~ 1 ~ 3 s~ D~TAIL~~ ~ ,1 ~ I ~ ~ ~ / ~ t ~ ~ i 1 I ~ i ~ err ' ~ I 1 1 r ' ' i I ~F~1
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J 1- m~ I / h I I 1 v, /-S ,T 1 1/ I~ o P I ~ I / 1 1 1 / / ~ 1 1 ~ r rr ~ ~ 20'x31'z 0' DEEP ,r I; / I
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I ~ ~ ~ v 1 1 4 46 ~ m I ~ / / , 1 ~ 1 i , I I ~1 , I , I I ~ / / \ \ ~ CHANN~} ~
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I IRV4 EL€V~.--231.5~~~ _ - ~ - I 1- , ' 244
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i I-- - - , r - - _ - _ ~ _ _ - - _ - _ 242
- 1- _ - ~ r _ 242 - - ~ _ _ r _ , _ - _ . _ 100.00' vc _ i ~ L W IN ~ _ I HIG POINT E~EV 22Q.67 , ; L W IN _ .38 HI P-OINT ST;A 16+ :15•-
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i Q O 'D i i 240 ~ i ~
240 w ~ N ~ I PLAN VIEW Install Level and flush z II EXI TING GR ND 25' IGHT N ' _ _ : - _ _-----~PVI ELEV,- ~PVI ELEV'= 225 32 I _ A.D.- -3.50 G _ ; . ~ - _ _ _ - -r- 5.35 _ i _ - - 18+50_ _ - - ~
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. ~ ~ I EXISTING GROUND 5 LEFT _ - _ - _ ~ - N _ ~ _ _ ~ 165. Pipe or Ditch Outlet fi-- --r'~165. ` ~ ----j- i K = X8:39 _ i, ~
er a oil _ . / ~ ~ - ~~t\ I Rel rce nt atti (P ) _ _ f < - ~ ~ i ~ . _ i 1oo.ob' vc 236
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I I j W U ~ _ I. ~ w I _ - - _ ~ ---fi--- r- ~ W - ~ N - 232 ;
- I 232 , _ - - - " - " m'I f ~ C I ~ I , m _ iris.; '
36 ,MIN _ _ _ _ ~ - _ . - _ UNDER- SHOULpER ; _ _ - I j EXI - - i~ w ~ > > o ~ I ~ I ~ m m ~ o
I I OF OAD w ~ 230 I I O) N ~ rn
W (4' min. typ.) 230 I I 3,~ CEIITERUNE ~I ' 89, ; ~ N N f~J CEIITERUNE ~INISHED C}RADE I ~ - - _ _ ---i---- ' -I _ / 0) N
- t _ I 1 I , Square Preformed ~ I 1 UI W ~ N -__-2.~~x ~ - U U _ ~ ~ t--~-- _ _ -=r.3 > > 228
_ _ Scour Hole (PSH) 228 ~ ~ ' ~ ' r ~ s ~ w w Gi w
I -----I- - I ~ ~ ~ ~ U U _ _ I
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226 TEMPORARY LINING PERMANENT LINING - _ _ _ _ r f ~ _ - _T._ of shown for clarit S~iA~.El.1i4. BOTTnI WIDTH ~ ~ I ' ~ - \ I~ _ ' . " _ - 'tea
1 2 FT 3:1 CLASS 1 RIP-RAP CLASS 1 RIP-RAP # I - _ _ _ _ , _ , 3:1 SYNTHETIC MAT GRASS I ' #2 0 FT I ; ~ l . ~ - ' p 36 CP
3:1 CLASS 1 RIP-RAP CLASS 1 RIP-RAP ' ~ _ _ ~ . L _ - ~ . , 224 #3 2 FT _ CLASS 1 RIP-RAP ~ ~ ' ~ _ - - - _ , - ~ ~ 224 - - _ ~3 _ \ i
#4 0 Ff 3:1 CLASS 1 RIP RAP - - . ~ - - , _ I - - _ . r~ ~ ~ I I
Ke # _I. _ i 5 0 FT 3:1 SYNTHETIC MAT GRASS ~ - - ~ - - - - Y #6 0 FT 3:1 SYNTHETIC MAT GRASS ' _ ' ~ - _I-- i t-- I -------r- ; _ _ ~ - - _ -i - i
B = 4.5' 222 I
D = 1 ~ - _ _ _ ; _ L - SECTION A-A ~ ~ ~ , 1 ~
W . 4' ~ I 18 MI . COVER ~ 'I 220
d = 2" 220 TEMPORARY LINING P MANENT LINING i I CHANNEL N0. Bi0Tid1 MIIDTH SIDE SLOPES GRASS ~ #1 OFT 3:1 ~ 4:1 STRAW NET LINER I I_ _ r_.__ r I _ _ - a- - _
4:1 TRAW NET LINER GRASS I I I I ~ Pipe or Ditch #2 0 FT 3:1 dL S I _ ~ 218
Sip 3 0 FT 3:1 ~ 4:1 STRAW NET LINER GRASS ' _ . _ __r_ _ _ - . _ - _ _ _ - i Outlet PSRM 218 # NET LINER GRASS t 1 -FULL OINT OF (DUCTILE IR - ~ - I - . - _ I
#4 0 FT 3:1 do 4:1 STRAW i . d #5 0 FT 3:1 dt 4:1 STRAW NET LINER GRASS _.I- ~ - _ - i _I - _ - ~ i - _ WATERLf. E_ OEN~TEflEQ-_ - - I _ _ _ _ j - _ - - - _ _ _ V1 1. UNDER E 36 R P
D 1 min. I ( ) I #6 D FT 3.1 ~ 4.1 STRAW NET LINER GRASS , I 1 ~ ~ --I II_ I - _ _ _ _ - - _ - - - _ _ I 16 2
Natural 216 #7 OFT 3:1 dt 4:1 SYNTHETIC MAT LINER GRASS _ _ ~ f #8 0 FT 3:1 d: 4:1 STRAW NET LINER GRASS ~ _ ~ a I ~ ~ i C I
_ y Ground #9 0 FT 3:1 do 4:1 STRAW NET LINER GRASS _ _ ~ - I ~ ~ ~ t ~ I
#10 0 FT 3:1 do 4:1 STRAW NET LINER GRASS t 214 11 OFT 3:1 do 4:1 STRAW NET LINER GRASS _ _ _ . _ _ _ ~ ~ - - - - _ I _ _ _ ~ _ - - _ _ - _ - --1- - ~ - - . _ _ _ _ - ~ 1 I _ _ _214 ~ ~ ~
- _ 1- - 12 0 FT 3:1 do 4:1 STRAW NET LINER GRASS ~
i Ra B 1' Tuck # _ _ - - _ _ Liner: Class 1 R 0 Fi 3:1 k 4:1 STRAW NET LINER GRASS ~ i P P #13 , _ # _ I -rt - ~ I 2 _ a _ _ - ------t-- ~ - _ - - - - - - ~ - _ 12
" Titer Fabric 3:1 ~ 4:1 STRAW NET LINER GRASS ~ - ~ 18 thick with F 212 14 0 ( i ~ 15 0 FT 3.1 AC 4.1 STRAW NET LINER GRASS i ; - _ - r
# ~ 1 LINER _ #16 0 FT 3:1 k 4. STRAW NET GRASS - i ~ % I 1,
#17 0 FT 3:1 dL 4:1 STRAW NET LINER GRASS ~ 18 0 FT 3:1 do 4:1 STRAW NET LINER GRASS i ~ I 210
210 # I ~ T ~ #19 0 FT 3:1 do 4:1 STRAW NET LINER GRASS ~r TT HOLE GRASS - - - - _ - --t- i OCTOBER 10 2003 ' ~ _ - t - , - _
SCO V R 4:1 AW NET LINER ORMED 3:1 eL STR PREF 20 o Fr t I I ~ ~ I ~ ~ 1„=4' H
#21 0 F'T 3.1 ~ 4:1 STRAW NET LINER GRASS ~ # ~ ~ - _ NTS 208 - , I i - - -r---~ _ _ - _ - ~ , _ - - , 208 • I I
_-1 I _ - _ ~ - - , _ - , I Ir o ~ _ ~ _ - a~ ~ - - l I I~ - _ ,o ~ I~ ~as I,~ ~ co Iv ~ N n rri °m o ~ rn ~N - - 0308-017-CD.DWG
CENTERLINE h ~ ~ ~o ~ N ~ao o ern ~ !o la ~d ~ rn ,t o 10 c0 I~~O t0 I~ ~n h 00 ;OD !GO i~ r ri r ~D k0 ~ ~ V' M
m 'nn IA Q i~ M j~ N N ~ O h N nri -N i a iN IN N iN ;N LN N !N ~N IN N N N N IN N N N N
GRADE jN N 'N N N N N N N N N N N N N N ~w w fV IN N 104 IN N N IN CN V cv rv iv w w ~w w Cv CN
14+00 15+00 16+00 17+00 18+00 19+00 SHEET
11+00 12+00 13+00 10+00
PROFILE MARI MARKET FARM LANE
SCALE: 1 SCALE: 1"=40' H 30F 12 t'=4' V

U
~ ~
O
N ~
~ ~
1 1 1 1 1 ~ ~ ~ O
1 1 ~ U ~
1 ' 1 \ RIP-RAP APRON 0 ~ ~ ~
\ \ TEMPORARY TYPE 'B' pip I I 6' LENGTH \ 1 SEDIMENT TRAP !17 7.5 WIDTH \ 54 LF-18" RCP I I 'MIN. DEPTH ~ ~ ~ ~ ~
1 16'x18~x2.0' DEEP W/ 2-FES 0 0.50% 9 ~ ~ i m V ~
~ 4'x0.5 SPILLWAY D.A.=0.20 AC. I I CLASS 1 RIP-RAP TEMPORARY TYPE ' P?~ ~ ~ ~ ~ 00
DIM TRAP ~5 ~ ~ ~ CORPORATION STOP (TYP.) I I \ \ ~ ~ ~ 300 PSI OPERATING PRESSURE 10'x70' SIGHT A
16'x18~C2.0' DEEP r J TRIANGLE I I 10'x70' SIGHT 4 x0.5 PILLWAY ~ ~ 75 ~ TEMPORARY DIVERSION 73 tO
~ N+ o INV.230.27I TRIANGLE ~P?~ 1 ~ 1 ± WATER METER BOXE 74 DITCH (TYPICAL) _ _ _ - ~ ~
a 1MT11~tauar~READ uos. DITCH #7 I - 27 I SEE DETAILS ~ SPECS g N ~ ~ INV. 230.00 ) TEM. SYNTHETIC MAT LINER ~ti ~ o ~ ~ DITCH #9 ~ ~ ~ 'i
I ~m s DITCH # I \ ~ 3/a' CLASS 200 - - - J L ~ - " TEM. STRAW NET LINER TEMPORARY DIVERSION ~ ~ ~ 01 DITCH (TYPICAL) ~ ~ ~ _ ~ _ 25
PaYETHYLENE PIPE - ~ f-•'Ii- E-~-T ~o ~ 'P - . STRA T LINE \ ATER NIGN PaNT ~ \
\ r - SILT E--- r 6. Pvc w TrE~+~ - ~ ~Q
\ FENCE \ ~ ~ +00 24+00 26+00 + EocE of PAV'T ~ 24 2s o0 0 ~ ~ 27+oa NSW ~ e' P ~
' ASP1{AlT 23 - T- - - - - - T. , ~ ` ~ NEW S 82'04'19' E 25+ 0 - ANAL ~ a a' T 28,~D ~ wA~FiP(1/y ~ ~Rf H ~ q• pyC
; 22+00 EDGE c PAVEWENT q ,yp EDGE OF PAVT ~ PAyE ~ ~ ro' 325'/ ~ WATERLINE ~ MENT R
PAVT ~ b S ~ g 89'14'42' E HIGH 2O+ O a c . POINT \~G ~ ~ v.
INV. 12.88 \ 21+~ _ a F~ t'~" ~ i/-i -y-~ 1~ 11 ~ e - OF PAvT -per ~ R. `tis ~5' ~ ~
\ 1 E r n ?s I P ~r• ' II TEMPORARY DIVERSION ~ - '-ti ~ MIM s ss~, 2g~00 "-35 ~ 0 ~
~ ~ ~ DITCH ~8 II N DITCH (TYPICAL) I ~ ~ I ` ~ , . C INV. 212f48 DITCH #10 0 ~Zr" f Rqp~" RFO o CE_N TEM. STRAW NET LINER + \ FNC~ ~ TER OF CUL-DE-SAC
I FEN TEM. STRAW NET LINER w ~ + + 10'x70' SIGHT ~ I = 2 r N yu~ ' STA: 29+54.82 'z N ~ R ,''~~1p111111yI
~ \ o ~ 5 TRIANGLE I ' ~ ~ .k:.. 4 ~ I ~ ~ aJS' J`~at a C'~ N~~'~i
DITCH ` ~ ~ I 1o I 10'x70' SIGHT U ~ ~ C~ ~•~1rs "•.'I
CENTERLINE INTERSECTION d. STRAW NET IN ~ TEMPORARY TYPE B ~ TRIANGLE PIPE k2 SEDIMENT TRAP..#$- I I CENTERLINE CURVE DATA it s' \ SEAL
42 LF~48" RCP ~s ~ R TA STA. 24+91.52 0 100% ,yo ti i6'x x2.0' DEEP - I I 21 \ L=142.68' ti \
( 4 x .5 SPILLWAY L-50.08' W/ 2-HEADWALLS ~ tick' R=400.00' ~ I R=500.00' d 'sr ~ 19302 T=71,83' \ ~qy \ ~tA"•...F • r ~r,a
.A.=36.5a AC. ~ ~ T=25.07' l ~ ~ _ TEMPORARY DIVERSION +t~ \ N \ •.G "NCINE,~,.' CH=142.19 " DITCH TYPICAL ~ ~ \ F~ \
~ ~ ~e CH-50.04' TEMP RARY T E 'B' 3 \ ti ~ CH BR=S 85'39'31" E CH BR=S 73'53 50 E ( ) ~2 ~ ~ r'
T TR 1 \ ~ \ DELTA=0710'23" DELTA=16'20'59" PERMANENT 2" \ \ ~ ~ ~ BLOW OFF ASSEMBLY \ \ \ \ (1-13°~3
\ ~ ~ 16'x 8'x2.0' D P \ ~E. RIP-RAP~APRON 4 x 5 SPILLW Y ti ~S' 32' LENGTPI \ \
o e~ \ 16.8' WIDTH ,~g I ti ti.~ F ~ ~ \ \ 22 \ \
f~' 2 18 MIN. DE TH ~ ~ o ti ~ ~ F LASS 1 RIP RAP \ \ \ \
FF~~i l 1 \ \
\ ~ 2F \ ~ ~ ~
\ \ ( \ \ ~ \ \ ~
\ \ \ Z ~ w
I s
0 U
o ~ 3 w o
0 z .
Cn a o:
SCALE: 1"=40' H z~~ SCALE: 1"=40' H p F 3
fJ1 w ~ r-, >
~ ~ N
CHANNEL DATA w ~ Q N v
CHANNEL N0. BOTTOM WIDTH SIDE SLOPES TEMPORARY LINING P Ar I I N w ~
w o #1 2 FT 3:1 CLASS 1 RIP-RAP CLASS 1 RIP-RAP z ~
#2 0 FT 3:1 SYNTHETIC MAT GRASS z ~ #3 2 FT 3:1 CLASS 1 RIP-RAP CLASS 1 RIP-RAP w o
#4 0 FT 3:1 CLASS 1 RIP-RAP CLASS 1 RIP-RAP ~ o
#5 0 FT 3:1 SYNTHETIC MAT GRASS d z #6 0 FT 3:1 SYNTHETIC MAT GRASS
M M o ~
~M O N
I HIGki POINT E~.EV = 23 .16 N
i ~ i j I -I ~ _ - _ _ ; - - ~ - . - - - - - - HfGHi POINT ST4A _ ?4+ 5.53 - _ ; _ ---1 CHANNEL N0. @OTTOM WIDTH ODE SLOPES TEMPORARY LINING PERMANENT LINING 244 PVI STA 26+00 1 0 FT 3:1 do 4:1 STRAW NET LINER GRASS
~ ~ I ~ 'i I ~ I PVI STA 23+75 - ~ - - ~ - - - - - - . - - _ ~ _ - - - ---i,--._.. - ~ ~ - I - - - - - - - - ~~PVI ELEV 234.82 I i ~ # -EtE = 23fl:fi2 _ . _ _ - #2 0 FT 3:1 do 4:1 STRAW NET LINER GRASS ~ N i ,
I - _ - - - I ~ _ - + i A.D. _ -1.85 ~ _ - _ _ . #3 0 FT 3,1 t!< 4:1 STRAW NET LINER GRASS f _ _ ~ 4 0 FT 3:1 k 4:1 TRAW NET LINER GRASS 242
- - ~-7:70- i C - I I K - X0.52 j ~ K= 3.97 ~ ! ~ # S _ _ #5 0 FT 3:1 do 4:1 STRAW NET LINER GRASS
- - - ~ -i--- ~ ~ r - _ _ , _ _ i - - 100. ' VC I #6 0 FT 3:1 do 4:1 STRAW NET LINER GRASS
~ ~ I ~ 235.Oq VC #7 0 FT 3:1 do 4:1 SYNTHETIC MAT LINER GRASS 240 I ' #8 0 FT 3:1 do 4;1 STRAW NET LINER GRASS
! _ ~ o LONV POINT E4EV - 22 .63 ~ - - - - _ _ _ _ _ - - - - _ _ _ ~ - i ~ 9 0 FT 3:1 do 4:1 STRAW NET LINER GRASS
1 ~ LOWS POINT ST~4 = 20+ 5.41 I ~ 1- ~ ~ I ~ a #10 0 FT 3:1 do 4:1 STRAW NET LINER GRASS - - - n ~n _ I - - - , - - #11 0 FT 3:1 & 4:1 STRAW NET LINER GRASS 238
- ; PVI STA 20+75 - . _ ~ _ . _ _ - ~ f _ _1 _ _ ! - _ i _ i N - _ f- - ~ - - - t ~ ~ I i I ~ 1 + ~ ~ ! 12 0 FT 3:1 & 4:1 STRAW NFT LINER GRASS
- 217.32 _ I, ~ _ _ - _ ~ i ~ + ~ VI L I _ _ _ _ _ , w J, I I ~ i t i ~ , U ~ N N I A.D. 9.74 I I ~ ~ v > ~ N N _ _i _ _ - r - - I - - ~ - - #13 0 FT 3:1 & 4:1 STRAW NET LINER GRASS
i w I_ _ ~ _K.= X0.79 _ _ _ r o i i _ - - { - _ _ _ yr w - - - - ~ W 14 0 FT 3:1 & 4:1 STRAW NET LINER GRASS 1• ~C - - ~ _ _ I _ - # 236 ~ ~ ~ #15 0 FT 3.1 & 4.1 STRAW NET LINER GRASS
I ~ ~ it ~ ~ ~ i i I ~ U U > > ~ o ~ 0 FT - ~ ~ _ _ _ - P _ #16 3:1 & 4:1 STRAW NET LINER GRASS
- - _ _300.00 VC-- - ~ r, ~ + ~ #17 0 FT 3:1 & 4:1 STRAW NET LINER GRASS • I
~ ii ~ ~ W I I/ - _ _ _ . _ _ 18 0 FT 3:1 & 4:1 T I R GR,4SS - _ _ F - _ - - - 1' # STRAW NE L NE 234 ~ - et cNV ! ~ ! I #19 0 FT 3:1 & 4:1 STRAW NET LINER GRASS ~
_ _ ~ -U _ - - _ _ _ _ _ i - ~ t_ N j / - ~ I _ 1 w__ _ _ - _ _ _ _ - ~ _ _ _ , #20 0 FT 3,1 & 4:1 STRAW NET LINER GRASS uJ
t _ _ _ _ I . ~ w w ~ ~ #21 0 FT 3:1 & 4:1 STRAW NET LINER GRASS _ _ I - _ - , _ ~ _ 232
i ~ i I ~ ~ ~ I 1.8 ' ~ i N N ~ ~ L - ~ ~ . ~ it ,
-_I _ _ _ L - 1- _ _ _ ~ { f ~ , ~ , i _ --C _ _ - - - _ ! I, ~ - ~ CENTE LINE FINISHED GRA~E ~ I
W i ~ ~ i ~ ~ I 230 H
W W r i ~ i i I i {I ~ H i- - _
I i i I r~ U i li W .f - _ _ - _ _ I i ,CENTERLINE EXISTI' G GROUN N ro - _
fi ~ ~ ~ ~ ~ ~ ~ N 6"x CROSS I I 228 LOSS ~ HXISTING G OUND 2 LEFT + F...~ ~ ~ ,
_ _ ~ I _ - f ~ li ~ I I,
f _ L _ - - - i _ W N b.. _ , ~ ' 1 _ _ i _ - - _ -I _ - - r _ _ _ I - _ i- _ _ _ _ - - ,I - _ ~ Q - 226 _ ~ _ I- ~
~ ~ ii I - I I ~ I ~ _ _ - I i ~ I ~ ~ Ul EXI T1NG GR ND 25 RIGHT ~ ~ ~ I _ ~ _ - _ - ,
f i, 36 MIN ~ I
I ~ / ~ ! I i I I U ! _ _ _ _ UNDER S OULDER I , _ _ _ ~ ~ ~ ; _ a 224 OF ROAD i ~ ! i ~ 1 ^ ~3
I 1 I u~ ~g _ , ~ '
- ; - - - _ ; 1 _ _ _ - ~ I o i ~ ~ 222
~ ~ I / / ~ 87.5 LF STREAM IMPACT (MEASURED ALONG CENTERLINE OF EXISTING STREAM) i I \ / U
. ~ I ! ! 50' PUBLIC ICHT-OF-WAY o ~
~ x 220
~ _ _ _ _ - _ _ _ - _ - B 220.90 SECTION B-B 6" PVC WATERuNE I ~ w _ , w •
j I % i CONC. HEADWALL 6' SHOUIDE CONC. HEADWALL 6' SHOULDER r _ _ , - _ , _ _ _ _ , . _ _ _ . _ PER NCOOT STD. PER NCDOT STD. i ~ _ ; ~ 218 - _ _ _ _
SEE DETAIL SEE OEfAIL 48 RCP Ali ! 2x 2z TOP OF ROAD ~ ~ i
i _ _ _ - _ I
I . _ _ _ I I I ~ - - - 4e ~ 216
. i , - - ' , ~ _ - - I _ ~ ~ __i- 42 LF-48 RCP CULVERT AT 1.OOX SLOPE \ I ~ I - - ~ - _ _ 32 LF RIPRAP i I I RCP i
aPRAP II16"x4" RE UCER D _ - _ - , _ I - _ ; - _ ~ 214
~ ~ _ + I ~ - INV. 212.88 INV. 212.48 4" PVC ATERLINE \
~ ~ ~ 18" MIN. COVRR ; ! ~ I PIPE 1 FT BELOW STEAM BED I ~ ~i i ~ j ~ EXIST. GRADE AT CENTER OF UNNAMED CREEK PIPE 1 FT BELOW - _ _ , _ _ _ _ ' \ STREAM BED I i
I NOTES• _ _ q ~ ~ _ ~ I I I _ _ _ _ ~ 212 I
I I I I i 1. BURY PIPE 1 FT. BELOW EXISTING STREAM BED, PIPE CULVERT #2 _ - - _ _ _ _ - \
_ _ _ 1 FU L JOINT qF DUCTiL~ IRON ~ I TO PROVIDE FOR A UATIC LIFE PASSAGE Q I ~ ~ IMPACT AREA #2 ~
UNDE THE 36 RCP I I I ~I 210
f __f STA. 20+65 MARKET FARM LANE ; ~ ~ ~ ; ~ OCTOBER LO, 20{13 NOT TO SCALE ! I j ~ I ~ ~
i I I ~ ~ I - - I - - _j i---_-__. i - - ~ - SCALE: 1 =40 V _ - _ - _ _ 208 , _ - ,
i i I ~ ' I i 1 =4 H
_ _ O d' I~ N Icp rp ~ IM , _ _ ~ ~ ifJ ic0 (O 'I(0 ~ d IN 10 Of ~N ~ ~ ~ ~ ~io ~N r (o ~ I~rn ~rn rn irn ~ :o lug _ ,n Ire rn M I~ o - ~ o i~ 00 'N Ire Ir~i ~ - ~ ,coo ~ CENTERLINE 0308-017-CD.DWG lug o r7 jco r aO rn
M ,o rn II,~ m r7 lao , I i. 'a ~ ~ ~r c° ~~ui ~~i 1N ~ ,N ;N Icov of ao r ~ FINISHED
N a N ~N ~~N ~~N N ~~N ~N !N N IN ~N ~iN M ,M M ~ IM ~M I~ ~ ~M ~M IM M ~ IN ~NN N IN '~N IN N IN IN IN N N N N GRADE
IN N IN N N N IN N I 'N N Iw N N N ILIA IN w ~w IN w w Div w
20+00 21+00 22+00 23+00 24+00 25+00 26+00 27+00 28+00 29+00 30+00 PROFILE EARLY RISER COURT SHEET
PROFILE MARKET FARM LANE SCALE: 40F 12
SCALE: 1"=40' H 1"=4' V 1"=4' V I j

_ _
U
Level Spreader not to scale ~ ) m o v ~ ~ y
~ NOTES: Q M Z Q ~ ,
~:A'~ t11~4114.r61~M. y O O THIS PRECAST ENDWALL MAY BE USED FOR THE FOLLOWING Z ~ = V ~ I-I ~ W1 (FT.) D 8 I-i O ~
SEEDING MIXTURE Vegetated m O ~ -I ~ STANDARDS: 838.21, B3B.27, B3B.33 AND 838.39. li...l a H Z ~ ~ p.~ Z .-H = D ' INSTALL PRECAST ENDWALL9 WITH WINfl9 ANO PAY O O y = ~ ~
Rate Ib acre «~'-~~:°•~~"'~":".Transition S ecies ) ..w P 80 dlversiun ir. ' f7 O 'I FOR IN ACCORDANCE WITH SPECIFICATION SECTION 838. W ~ LL = x m ~ cd
Tall fescue ``~-'-'.,y;' y„ ~e , ,w to 0 grade Kentucky bluegrass ~ ~ 1.0" 1'•0" USE 4000 PSI CONCRETE. Q V tr O C7 Y = y 0 0 ' PROVIDE ALL REINFORCING STEEL WHICH MEETS ASTM A815 F- 2 ~ Z ~ ~
ricea lee edeza 15 k~•• j,s•, y r 4,. J?'~ W+' Z r ~ FOA GRADE 80 AND WELDED WIRE FABRIC CONFORMING N F' O J V
an les edeza 10 n~''M„~r'"},, y. ~ v y. r<? C7 O ~ ~ 9 - TO ASTM A185 WITH 2" MIN. CLEARANCE. ¢ O NQ ~ ~ ~ Ste-{ O rnd ~ x ~ o PLACE LIFT HOLES OR PINS IN ACCORDANCE WITH Z ~ ~
TION 1. REMOVE AND PROPERLY DISPOSE OF ALL TREES, BRUSH, STUMPS, AND OTHER • ~t« ~'„•,J,y; ,t, a p,. v, CONSTRUC D D I H2 > ~ Oj ~ • f~ "I N2 OSHA STANDARD 1928.704. H F+
CTIONABLE MATERIAL • ~ i a'' w 3M" ' IFICATIONS oBJE •+I'IE+~'a' "~I'~u tl. ~ ~a r•~ • SEEDING N01E5 SPEC N ~ ~ C9 RCP I ' PIPE TO BE GROUTED INTO HEADWALL AT 108 SITE BY d D Stabilized O 1 Ht H1 ~ C ~
aeo seed. ~'u;w'"~~' ~I'•~.,r.+, ~ ~ '"d• Stabilized 1. After Aug. 15, use unecarified Ben wn a saronce i• a cansidaatian, omit earicea lespedsza and haease RE THAT THE MINUMUM CONSTRUCTED CROSS SECTION MEETS ALL DESIGN >ati y' "u+t~• di t, 1~' ~ ~',y v~• • Slope 2. x app 2. ENSU v1• , ~ w,r, y,.. SIO 8 Z CONTRACTOR p ~ I ' ALL ELEMENTS PRECAST TO MEET ASTM C913. ty ~ ~
Konen I a to 40 lb ar., Stable a• ° .a, • v«• ~ ~I• l~° Nr., 01P°d0Z / REQUIREMENTS. 1~•' 4•- undisturbed ~,.yr~ l?, y„ ,.4 m - ' WELDED WIRE FABRIC MAY BE SUBSTITUTED FOR REBAA Cti ~ y, - - - - A9 LONG A8 THE SAME AREA T
NURSE PLANTS 15 ID aae WER AT ANY POINT THAN THE 4" L ' J«, , German millet or E DIKE IS NOT LO Outlet ~ II, , Between IAoy 1, and Aug. 15 add 10 b/acre / 3. ENSURE THAT THE TOP OF TH tJ , wl. - - - - - - - - 1, O„ OF S EEL IS PROVIDED. a " ^ - " CHAMFER ALL CORNERS 1" OR NAVE A RADIUS OF 1", ~ ~
Prior No 1, ar after Aug. 15, odd 40 m/acre rye (grab). THE SPECIFIED SETTLEMENT. 1"~`" °I' " 4' I' "I'' ,J~4~" , el' ~ 1•'• Sudangran. r DESIGN ELEVATION PLUS , ~I'• d,~ a,• +I~„ ' , ~i ~I• a • y'.J•• : ~
ell +I,., k •I N•. , IYr, w1' ~ a \ ~ ACHINE REGRADING ,I ~u' u. Ilr \ SEEDING DATES 4. PROVIDE SUFFlgENT ROOM AROUND DIVERSIONS TO PERMIT M B O.C.(TYP.) 8 REFER TO CHART _ ; ~ ~ ~ ~ •fl REFER TO CHART FOR BAR SIZE W ~i ~
Bat Paefble AND CLEANOUT. l w~' Au . 15- . 1 Jul 25-Sept 15 Mu, w~, rlr• 1,. h„ 1. ~ ~ m FDA BAR SIZE NOTE: THE MINIMUM BAR SIZE SMALL BE N5 BARS ~ Y
Below 2500 h: g Sep Y Nar. l-Apr. i Nar. 1-Noy to tug 1~ r~~• .J~,. ,1..,. y(I. ~I QI,. V,.~r tl,ll AT 8" CTS. THE CONTRACTOR WILL HAVE THE OPTION ~ U) ~ V N ~ Z ELEVATION SIDE TO INCREASE THIS BAR SIZE AS NEEDED. ~ e ~A
5, VEGETATE THE RIDGE IMMEDIATELY AFTER CONSTRUCTION, UNLESS IT WILL REMAIN ~ 1 ~ ~l, Above 2500 h: July 25-Aug. 15 July 15-Aug. ~o RKING DAYS. t,1~. 'M~ Nu I,, Mmc~ ao ~ a ~c~N ~3c~
Mar. 20-Apr. 20 Nor, 5-Nay 15 IN PLACE LESS THAN 30 WO WI. r ~ N Z ~ ~ ~
CT TEMPORARY DIVERSIONS ONE A WEEK AND AFTER EVERY RAINFALL. IMMEDIATELY - OIL AMENDMENTS MAINTENANCE INSPE mN= ~ ~ZW D~
fertilzer occardh to sot tests, or apply 4,000 Ib/are REMOVE DEDIMENT FROM THE FLOW AREA AND REPAIR THE DIVERSION RIDGE. CARE ULL - ~oundMe ~Rurd Ikn«tone anc 1,000 ib/acre to-t0-to fsrtilzer. CHECK OUTLETS AND MAKE TIMELY REPAIRS AS NEEDED. WHEN THE AREA PROTECTED IS CrOSS S@CtIOn ~ ~ i ~ cn ENDWALL D EN IONS ; W a ~ N IM S M ~ ~ ~
PERMANENTLY STABILIZED, REMOVE THE RIDGE AND THE CHANEL TO BLEND WITH THE t'! D ~ FT. MINIMUM MIN./MAX. MIN.IMAX. MIN.IMAX. MIN.IMAX. MIN.IMAX, p W a ~ ~
MULCH NATURAL GROUND LEVEL AND APPROPRIATELY STABILIZE IT. Apply 4,000 ib/acre grab straw. Anchor straw by tadchg wlth aphdt, Material _ ~ D H1 FT. H FT. T, O ~ N ~ ~ z D PIPE DIR. BAA SIZE ( ) 2( ) D (F ) W1 W2 W n ~ ~ ~
netthq, or roving or by almphg with a mulch anchoring tad. A dbk wlth ~ Variable blades set nearly eVolght con be used a o mulch anchaAnq tad. COMPACTED 2' OW stapled in ~ 1.0 N5 @ 8 1.2512.00 2.0013.75 1.2511.75 3.0013.75 5.50 8.00 .Ir~O 'a / Ova
SOIL ~ fL ? place N m I ~ t0 ~ 1, 25 N5 @ S" 1.2512.00 3 , 0013.75 1.2512 , 00 3.5013.75 6.5018.75 zz Z = O Q H
INTENANCE 'R w~`' ~ _ ~ " MA _ . ~ 6 _ ~ 7D 1,50 N5 @ B" 1.2512.00 3,0014,25 1,50/2.50 3.5013.75 8.50!8.75 F- ~ , ~uuiuu I ~mD -r 1n~• ~ c
If growth ie Isss thou fully adequate, refartllize h the second year, accordhq I _ ~ . e 10-10-10 fertiizer. uow w to sotl testa or topdrees with 500 ib/au I I- I - it 1 . ( min ~ ~ 2,0 115 @ 8" 1.60/2.60 4.0014.76 1.7612.60 4.00/4.26 7.5018.26 a ~ y, m m ~ " 2.50 3.b0 4. 2,0 .0 4. _ ~ ~•O~E
needed when earicea ie omitted from the mixture. Reseed. fertiix0. and I I I I I I I I ~ I _ (I _ 11= I immediatal r ~ I " I mulch damaged areas y. 1111 III ^ ~ ~ I J . _ ~II I - l I ~ Z Z D 2.6 flb @ 8 l 0018.00 013 0 5015.50 10.00 J 11.50 to H W ~ - I ~ x M J (I ~ D I 3.0 N6 @ 8 3.0013.50 5.0018.00 2.7513.50 5.2515.75 11.50111.75 J Q c7 •
s' Levelllp :1111-~ I-- I - - Ill~ll ~IIII.~ olPsr _ 111_1111_ - I Bader I ~1 ^ C9 v Z G, ~ p b Q ~ 3.5 N5 @ B 3.25!4.50 8,0018.75 3,2513,50 6.0018.75 12.00(13.25 Z W N r ; 9302 }
p I IIII~ ,_JII I- - I I I i~ .=111 I = ~ I - ~II I ~ ~ l~ W , ~t1 • . 41: D7 r 4,0 N6 @ B 3,5014.50 8.5017,00 3,2513,50 8.50!8,75 13,00113.25 ~ ~ :
I- _ I ~II1~ _ _ ~ - I Buried _ 1r`_-__` ~~~I` ~ ~ PLAN @ @ 8" 4.00 6.00 8.5018.60 9.26 4.00 7.00 9.2 ~ ~ ~ F'.1'CINE~' 4.5 6 1 I ! 6 13.60116.76 u. , F
" ' II / I I I 6 min (15 @ 8" 4,5016.00 7.00!8.50 3.25 4.00 7.25 9.25 1 .7 1 .7 ~ ~ 6.0 1 ! 3 51 5 5
5.5 N6 @ B" 4.5015.00 7,5018,50 3.2514.00 7,2518,25 14,OD115,75 ~ ~ ~
ti-z 3.3 8,0 N5 @ B" 4,b015,00 7.5018,50 3,2514.00 7.7518.25 14,75118.75
CONSTRUCTION 1. CLEAR, GRUB AND STRIP THE AREA UNDER THE EMBANKMENT OF ALL VEGETATION AND ET 1 OF 1 BHEET 1 OF 1
ROOT MAT. REMOVE ALL SURFACE SOIL CONTAINING HIGH AMOUNTS OF ORGANIC MATTER SPECIFICATIONS AND STOCKPILE OR DISPOSE OF IT PROPERLY. HAUL ALL OBJECTIONABLE MATERIAL TO THE 838.80. 838.80
DESIGNATED DISPOSAL AREA. Construction NATERIAIs 1. Uw o eynfhetk Atr fotxk ar a pervious sheet of pdypropylen0. nytan, pdyeetx, or pdyethylene yam, NOTES: rn
SURE THAT FILL MATERIAL FOR THE EMBANKMENT IS FREE OF ROOTS, WOODY Specifications whkh b arthlsd by the manuheUrr or supplier a conforming to the nquinments shown h Tubb 6.09k 2. EN z
VEGETATION, ORGANIC MATTER AND OTHER OBJECTIONABLE MATERIAL PLACE THE FILL IN LJFTS Synthetk Atr tabrie should contain ulUaviolet ray hhibltoro and atabiizan to provide o maimum of 6 NOT TO EXCEED 9 INCHES AND MACHINE COMPACT IT. OVERFlLL THE EMBANKMENT 6 INCHES montlu of opeoted usmle anetruetbn ib of a temperotun range of 0 to 120 F. 1. ALL STREET CONSTRUCTION SHALL CONFORM TO NCDOT STANDARDS FOR SUBDIVISION ~ q10 STREETS. STREET CONSTRUCTION SEQUENCES AND METHODS WILL CONFORM TO ALL NCDOT o
TTLEMENT. fen are either 4--h i eter he 2-Inch diameter oak, ar 1.3J TO ALLOW FOR SE 2. Ensure that pasts for sedknent ees ch dam p , REQUIREMENTS, INCLUDING PROOFROLLING SUBGRADE AND PROOFROLUNG COMPLETED ~
Ib/lirw?ar it steel wMh a mhfmum length of 4 R. Notre sure that steel pate have projections to fodltote LEVEL SPREADER #1 8.8 CFS 3. CONSTRUCT THE OUTLET SECTION IN THE EMBANKMENT. PROTECT THE CONNECTION fo,a„ktg me tabrk. !1 8.8 CFS 115 FT STONEBASE, AND GENERAL COMPLIANCE WITH THE NCDOT INSPECTOR'S GUIDANCE. ° 3
BETWEEN THE RIPRAP AND THE SOIL FROM PIPING BY USING FILTER FABRIC OR A KEYWAY CUTOFF a For reintorament of standard strength Ater fabric, use wMs fence with o minknum 14 gouge and a LEVEL SPREADER ~2 4.2 CFS 2 4.2 CFS 55 FT 2. AU_ FLU. MATERIAL PLACED IN STREETS AREAS SHALL BE COMPACTED TO 98X °
TRENCH BETWEEN THE RIPRAP STRUCTURE AND THE SOIL maodmum mesh spoekp of 6 fiches. LEVEL SPREADER #3 23.1 CFS STANDARD PROCTOR DENSITY. ~ 3 23.1 CFS 300 FT ~
• PLACE THE FILTER FABRIC BETWEEN THE RIPRAP AND SOIL EXTEND THE FABRIC ACROSS coNSTRUCnoN 3. CONTRACTOR SHALL BE RESPONSIBLE FOR LOCATION AND PROTECTION OF EXISTING Z 3
TOP OF THE DAM• OR 1. Construct th. ssdYnent barrier of standard strength Ir exUa strength eyntheUc liter fobrla. THE SPILLWAYFOUNDATION AND SIDES TO THE LEVEL SPREADER ~4 6.4 CFS 2. Ensure that the height of the sedknent fence dose not exceed 18 inches above the ground surloa. 4 6.4 CFS 84 FT UNDERGROUND OR ABOVE GROUND UTILITIES. p a
+ AY TRENCH ALONG THE CENTERLINE OF THE SPILWAY FOUNDATION (Hghx boas may impound rakena of water suffident to cauw foiure of the structure.) EXCAVATE A KEYW LEVEL SPREADER (~5 5.6 CFS 5 5.6 CFS 73 FT 4. CONTRACTOR SHAU_ CONSTRUCT THE NEW PROPOSED WATERLINE IN ACCORDANCE WITH ~ ~
EXTENDING UP THE SIDES TO THE HEIGHT OF THE DAM. THE TRENCH SHOULD BE AT a n» Ater labrk; from a continua row al to the length of the barrier to avdd joints. When THE LATEST STANDARDS AND SPECIFICATIONS OF THE JOHNSTON COUNTY PUBLIC UTILITY ~ 3
LEAST 2 FEET DEEP AND 2 FEET WIDE WITH 1:1 SLOPES. joint an nsaeeary, ssanly fasten the Atr loth only at a support poet with overlap to the next post LEVEL SPREADER ~6 4.4 CFS b 4.4 CFS 58 FT DEPARTMENT. W ~ a o
THE SPILLWAY TO 4. support standard nrerwthaflt ~ 1 krdtY wire m«n r~ eearely~.o~r. un~«h~,~ t thm: ~ 4. CLEAR THE POND AREA BELOW THE kLEVATION OF THE CREST OF using hsay mty etepiss I«w, 5. ALL WATER SERVICES SHALL HAVE A CORPORATION STOP OF 300 PSI OPERATING ~ w
tla~tam ~ uw NOTES: FACWTATE CLEANOUT. PRESSURE, 3/4' CLASS 200 POLYETHYLENE PIPE, AND WATER METER BOXES 1MTH
5. wwr a wire mesh rlpport hna fa used, spode pats a maximum of 8 w apart Support posts shalM 1. LEVEL SPREADERS HAVE BEEN DESIGNE 5. ALL CUT AND FILL SLOPES SHOULD BE 2:1 OR FLATTER. b• arte.n esasrely into the yeuwi e4 o mhimum of to Yrdns. STANDARDS OF 13 FT PER 1 CF5 FOR A 'TOUCH-READ' LIDS, (SEE DETAILS AND SPECFCATIONS). o _ BEEN DESIGNED TO DWQ ° t 1 CFS FORA 10 YEAR STORM. 6. CONTRACTOR SHALL PROVIDE ONE FlRE HYDRANT REPAIR KIT. Z
TION OF THE EMBANKMENT HAS A MINIMUM a Estro strength A~ p'ro' a ft post'p°`i'p "°t r°p't' "b•'"esl' "~vp°rt ~"a' ~ « 6. ENSURE THAT THE STONE (DRAINAGE) SEC .Ire me Abr fabrk y po.te• 2. CONTRACTOR SHALL CONSTRUCTION EA INSTRUC110N EACH LEVEL 7. ALL EROSION AND SEDIMENT CONTROL SHALL BE CHECKED FOR STABILITY AND
BOTTOM WIDTH OF 3 FEET AND MAXIMUM SIDE SLOPES OF 1:1 THAT EXTEND TO THE BOTTOM 7. Excovab a trendy approximately 4 bdws wills and 8 hdres deep donq the propaed the of paste and SPREADER AT THE LOCATIONS SHOWN ON OF THE SPILLWAY SECTION. upsbps from the barrier (Figure 0.e2o). DETAIL ABOVE, TAKING PRECAUTIONS TO ONS SHOWN ON SHEET 2, PER OPERATION FOLLOWING EVERY RUNOFF PRODUgNG RAINFALL BUT IN NO CASE LESS THAN o ECAUTIONS TO CONSTRUCTION
EACH LEVEL SPREADER LEVEL AT THE EXI :VEL AT THE EXISTING GROUND. ONCE EVERY WEEK; AND ANY NEEDED REPAIRS SHALL BE MADE IMMEDIATELY TO MAINTAIN M ALL PRACTICES AS DESIGNED. a
7. CONSTRUCT THE MINIMUM FINSIHED STONE SPILLWAY BOTTOM WIDTH, AS SHOWN ON & BadrAl the trench with compacted sot ar gravel plead over the Ater fabric. THE PLANS, WITH 2:1 SIDE SLOPES EXTENDING TO THE TOP OF THE OVER fpJ.EO g• Do oat attach Ater fabric to exiethg trees. I
EMBANKMENT. KEEP THE THICKNESS OF THE SIDES OF THE SPILLWAY OUTLET STRUCTURE AT 8. SEDIMENT AND EROSION CONTROL MEASURES ARE PERFORMANCE BASED, REQUIRE ~ ~ MArnNG ~ DILIGENT MAINTENANCE, AND MAY REQUIRE FlELD MODIFlCATIONS AND/OR ADDITIONAL
A MINIMUM OF 21 INCHES. THE WEIR MUST BE LEVEL AND CONSTIRUCTED TO GRADE TO A~siAU.itTioN ~ N~Tr+~ YA APAgTY. ~OlntentJnC@ kugeet sedlrrrent hnoss at least ana a week and after each rohfaA. Nuke any required regain ASSURE DESIGN C immsdbtely: PRODUCTS DESIGNED TO CONTROL ER0510N SHOl1lD BE tosloN SHOULD BE INSTALLED IN ~ MEASURES TO BE INSTALLED IF MEASURES ARE FOUND TO BE INADEQUATE. a
Shand 1M fabrk of a sediment fsna ag°We. tear, deoortpase a beams hefhctiwe, reploa N promptly. ACCORDANCE PATH MANUFACTURER'S INSIRUC110NS. AN WSIRUC110NS. ANY MAT OR BLANKET-TYPE JLCH SHOULD PROVIDE COVER OF AT 9. DISTURBED AREAS SHALL 8E PROVIDED WITH GROUND COVER SUFFlgENT TO RESTRAIN
8. MATERIAL USED IN THE STONE SECTION SHOULD BE A WEEL-GRADED MIXTURE OF STONE ~ ~v eY~r ~ PRODUCT USED AS A PROTECTIVE MULCH SHOULD PROM IT IS APPLIED. EROSION WITHIN 30 WORKING DAYS AFTER COMPLETION OF ANY PHASE OF DISTURBANCE
WITH A d~ SIZE OF 9 INCHES (CLASS B EROSION CONTROL STONE IS RECOMMENDED) AND LEASr Sox aF THE suRFACE WHERE iT Is APPLIED. A MAXIMUM STONE SIZE OF 14 INCHES. THE STONE MAY BE MACHINE PLACED AND THE Itsmo~e esdhnrlt departs a necessary to provide adequate stooge vdume far the next rah and to D BEFORE LAYING THE NET OR MAT. INCLUDING CLEARING, ROUGH AND FlNISHEO GRADING. IN NO CASE SHALL ANY DISTURBED
S OF THE LARGER STONES. THE STONE SHWLD BE reduce pesssure m ttn isna. Tdr. cae to avid urdsrmhktg tM ima durkp dsorart 1, APPLY IJME, FERTILIZER AND SEED BEFORE LAYING 1 SMALLER STONES WORKED INTO THE VOID AREA BE LEFT WITHOUT SUFFlgENT GROUND COVER TO RESTRAIN EROSION FOR MORE THAN ~E TOP OF THE CHANNEL OR SLOPE AND 30 DAYS.
HARD, ANGULAR AND HIGHLY WEATHER RESISTANT. Remove oA hndng materials and unstabb sedknent depaib and bring the ono to prods and stabiMe it 2. START LAYING THE NET FROM THE TOP OF 1HE CHP oRr tlrs oontrbutkp draYrogs ana ha bean pnpsrly stabAlsed. UNROLL IT DOWN THE GRADE ALLOW NETTING TO LAY W NETTING TO LAY LOOSELY ON THE SOIL BUT fCN.
RE THAT THE STONE SPILLWAY uUTLET SECTION EXTENDS DOWNSTREAM PAST THE TOE IMTHOUT WIiINICLES - DO NDT sTRETat. 9. ENSU
OF THE EMBANKMENT UNTIL STABLE CONDITIONS ARE REACHED AND OUTLET VELOgTY IS 3. TO SECURE THE NET, BURY TtIE UPSIOPE END IN A UPSLOPE END IN A SLOT OR TRENCH NO LESS 501L, AND TAMP FIRMLY. STAPLE THE NET IN CHANNELS, ROLL WT STRIPS OF
ACCEPTABLE FOR THE RECEIVING STREAM. KEEP THE EDGES OF THE STONE OUTLET SECTION THAN 6 INCHES DEEP, covER WITH SaL, ANO TAMP FlR FLUSH WITH THE SURROUNDING GROUND AND SHAPE THE CENTER TO CONFlNE THE OUTFLOW EVERY 12 INCHES ACROSS THE TOP END AND EVERY 3 AND BOTTOM. WHERE 2 STRIPS OF NET ARE LAID SIDE END AND EVERY 3 FEET AROUND THE EDGES NETTING PARALLEL TO THE DIRECTION OF NET ARE LAID SIDE BY SIDE, THE ADJACENT FLOW MID OVER THE PRO1EC11VE MULCH. PROJECT DESCRP110N
STREAM. EDGES SHOULD BE OVERLAPPED 3 INCHES AND STAPLE[ ACHES AND STAPLED TOGETHER. EACH STRIP ED DOWN THE CENTER, EVERY 3 FEEL DO THE PURPOSE aF iliS PROJECT W 10 SUBDINDE APPROXIMATEL 75.8 ACRES WTO )B SINGIIE FAMILY LOTS PATH OPEN SPACE, AND TO CONSTRUCT
OF NETTING SHOULD ALSO BE STAPLm DOWN 1NE CEN1 10. DIRECT EMERGENCY BYPASS TO NATURAL, STABLE AREAS. LOCATE BYPASS OUTLETS SO NOT STRETCH THE NET WHEN APPLYING STAPLES. 1NG STAPLES. 5450 FEET OF RESDENIIAL STREET MI1H A PU81JC WATER SYSTEJA.. APPRO>DIIAIilY 7.41 ACRES WYl BE DISTURBED DURING 11#S CONSTRUCTION PERIOD. THE S1E IS LOCATED W JOHNSTON CWN1Y, ON 1HE EAST SbE OF OLD FAIRGROUND ROAD-SR. 1309, APPROXWAIilY 28001 FEET SOUTH
THAT FLOW WILL NOT DAMAGE THE EMBANKMENT. 4. TO JOIN TWO STRIPS, CUT A 1RENCH 10 ANCHOR T ENCH TO ANCHOR THE END OF THE NEW NET. OF 11# INTERSECTION OF OID FA1tCR0UND ROAD NI1H ZACKS MILL ROAD-SJT. 1319. (SEE NCINIIY MAP).
AS ABOVE THE SEDIMENT POOL OVERLAP THE END OF 1HE PRENOUS ROLL 18 WgtES 1 5 ROLL 18 NICHES AND STAPLE EVERY 12 \ ~ LOT.
11. STABILIZE THE EMBANKMENT AND ALL DISTURBED ARE INCHES JUST tlaDw THE ANCHOR SLDr. AND DOWNSTREAM FROM THE TRAP IMMEDIATELY AFTER CONSTRUCTION. 76• THE SITE HAS ROLLNG TOPOGRAPHY WI1H SLOPES GENERALLY 1 TO 10X THE SITE IS RUAL LAND, SOME OF WHICH HAS BEEN FARMED IN THE PAST,
JTENANCE ANCHOR NEITWG W 0 71iE SITE IS NOW PARTLY WOODED AND PARTLY OPEN GRASSED FIE1D. FORMER FARM LAND AND IS NOW COVERED WT1H TALL GRASS. ~ A 8-INgi TRENCH ADJACENT PROPERTY
THE DISTANCE FROM THE TOP OF THE SPILLWAY TO THE SEDIMENT CLEANOUT MAINTENANCE 1 i. sHOw LEVEL ONE-HALF THE DESIGN DEPTH) ON THE PLANS AND MARK IT IN THE FlELD. FABRIC FILTER FENCE INSPECT ALL MULCHES PERIODICALLY, AND AFTER RAIN! ( Y, AND AFTER RAINSTORMS TO CHECK FOR
RILL EROSION, DISLOCATION, OR FAILURE WHERE EROS . • ADDITIONAL MULCH. IF WASHOUT OCCURS, REPAIR THE -LIRE. YAIERE EROSION IS OBSERVED, APPLY JOIN STRIPS BY ANCHORWG LAND USE W 1HE MCIYTY IS SAi1lAR TO 7HIS SITE WITH S011E RESKIENTIAL DEVELOPENENT W THE AREA. MOST OF 1HE ADJACENT LAND IS ZONED CCURS, REPAIR THE SLOPE GRADE. RESEED. AND OVERLAPPING. ARGRICULi1JRAl OR RE5IDENTAL
I I I r/ AND REINSTALL MULCH. CONTINUE INSPEC110NS UNTIL INSPECTIONS UNTIL VEGETATION IS FRMLY PLANNED EROSION AID SEDIMENTATION CONTROL PRACTICES u
MAINTENANCE INSPECT TEMPORARY SEDIMENT TRAPS AFTER EACH PERIOD OF SIGNIFICANT RAINFALL _ _ ' - ESTABLISHED. -III-I ~=11~1~". . REMOVE SEDIMENT AND RESTORE THE TRAP TO ITS ORIGINAL DIMENSIONS WHEN THE I- - - i. TEMPORARY SEDAIEIIT TRAPS
_ E - - =III=11'f!-~" . - A_.. HALF THE DESIGN DEPTH OF THE TRAP. PLACE TH -III-I I I SEDIMENT HAS ACCUMULATED TO ONE - - - - - - 7 - 8 SMALL SED~IIT TRAPS WILL BE CONSTRUCTED FOR 1HE PROP06ED STREET. LESS 1HAN 0.5 ACRES aF gSTURBED AREA WlL DRAW W1T) EACH 1RAP
IGNATED DISPOSAL AREA AND REPLACE THE I=III=III=I I ~=I ~ I- - =1 I 1=1 ~ SEDIMENT THAT IS REMOVED IN THE DES I I-III-III I I _ _ _ _ 2 TEMPORARY DIVERSIONS
CONTAMINATED PART OF THE GRAVEL FACING, =III= - _ =III=III=III=III=I III=III=I ~ I III III...III~,, _,,1-I - " III-III- ~ I I TEMPORARY DIVERSIONS WILL BE CONSIRUCTTD ALONG THE LOW 9DE OF EACH ROAD 10 DIRECT SILTY RUNOFF TO THE SEDIMENT 1TTAPS
CHECK THE STRUCTURE FOR DAMAGE FROM EROSION OR PIPING. PERIODICALLY CHECK THE COMPACTED FILL 3. SEDIMENT FENCE SED9IDIT FENCE WILL 8E CONSTRUCTED ALONG 1HE TOE OF S011E SLOPES TO PREVENT SEDWENT FROM ENTERING THE EXISIWG DRAINAGEWAY. u
DEPTH OF THE SPILLWAY TO ENSURE IT IS A MINIMUM OF 1.5 FEET BELOW THE LOW POINT OF BACKFILL MINIMUM OF 8" THE EMBANKMENT. IMMEDIATELY FILL ANY SETTLEMENT OF THE EMBANKMENT TO SLIGHTLY THICK LAYER OF GRAVEL VARIES ~'~1 4. TREE PRESERVATION AND PROlEC110N
ABOVE DESIGN GRADE. ANY RIPRAP DISPLACED FROM THE SPILLWAY MUST BE REPLACED ONLY THE TREES W THE PROPOSED RIGHT-OF-WAY MALL BE REMOVED.
IMMEDIATELY. FABRIC FILTER 6" FREE I 6" FREE OARD OVERFILL 6' s' a soon ~UFxIA~i ~ REACIiED ON 1HE NEW sTREET, THE SuBL;RADE wu BE STABILIZED WITH AN 8-INCH COURSE aF NCOOT
AFTER ALL SEDIMENT-PRODUCING AREAS HAVE BEEN PERMANENTLY STABALIZED, REMOVE 6" DEPTH OF FLOW FOR Q w ~ 1 1 FOR Q ~ 1 CFS FOR SETTLEMENT STANDARD SIZE ABC STONE H M
THE STRUCTURE AND ALL UNSTABLE SEDIMENT. SMOOTH THE AREA TO BLEND WITH THE SPILLW Y
ADJOINING AREA AND STABILIZE PROPERLY. 14" SPILLW ca+sTRUCTKW scr~DULE
5 FT 0 ~~•1 .I 1. OBTAW PLAN APPROVAL AND OIFIER APPUCABIE PERMITS. ti' EARTH BERM
NIN o ~ ~J ~,P EMERGENCY BYPASS 6' BELOW SETTLED 2 HOLD PRECONSTRUCTION CONFERENCE AT /EAST ONE WEEK PRIOR TO STARTWG CONSTRUCTION.
- -1 ~ R FABRIC t 5 Fr I = - = FILTE -III= III-II 4BRIC IP-RA TOP OF DAM. 3. INSTALL SEDA~ENT TRAPS AS THE FlRST CONSTRUCTION ACIINTY.
I 1:1 MAX 1800 CU FT ACRE ~ -III=III I I -III- _ 1 (MAX - NATURAL GROUND CONSTRUCT TEMPORARY DIVERSIONS ALONG THE LONER SIDE OF THE CONSIRUCTKk1 AREA.
~ I I I III-I ~ - ~ - 5. INSTALL TEMPORARY SILT FENCE. .
i ~ =I I h I=III- 8. CgAPIEIE SITE CLEAPoNG
V-TRENCH ~ ~ ~ I-~ I III NATURAL MATERIAL
FlLTER FABRIC ' I=~ ~ SE CROSS SECTION SECTION A-A 7. RWGH GRADE 91E, CONSTRUCT CHANNELS AND INSTALL CULVERTS.
EXTENSION OF FABRIC AND N.T.S. 8. PRONDE gSTURBED AREAS YA1H GROUND COVER SUFFlCIENT TO RESTRAIN EROSION WiTHW 30 WORKWG DAIS AF117T CgAPLETION OF ANY PHASE OF DISTURBANCE NCLUDING CLEARWG, ROUGH AND FlNISIED GRADING.
WIRE INTO THE TRENCH 8. COMPLETE FlNAL GRADING FOR ROAD AND ROADSIDE DITCFIES. A
9. INSTALL ABC STONE AND COI,pACT.
OVERFlLL 6' FABRIC FILTER V VARIES -SEE EC PLAN 10. INSTALL ASPHALT PANNG
TOP FOR SETilE11ENT STOP OF EARTH BERM ON EACH SIDE OF SP 4CH SIDE OF SPILLWAY tt. DISK, SEED AND MULCH ROAD SHOULDERS, DITCI#S AND SLOPES.
- - 4FTMIN ~ ~ I I I - 1 = - _ _ _ _ AND SEDMIENT CONTROL PRACTICES WLL BE INSPECTED WEEKLY AND AFTER RAINFALL EVENTS NEEDED REPAIRS WILL BE MADE _ 12 ALL EROSION
_ - _ ~IQP` EVATION OF ST M WATER I 1.5 FT 2:1 SIDE - _ - -.r? _ _ ST M WATER FOR Q » 6 FREEBOA~ ~ RIP-RAP SIDE WALLS AND TOP OF uAMEDIAIELY. g SPILLWAY 6 HIGH (~!1 RIP-RAP) 13. AFTER SITE Is sTA~u2ED, REMOVE ALL TEMPORARY EROSKW CONTROL MEASURES AND INSTALL PERMANENT VEGETATION ON THE DISTURBED OCTOBER 10, 2003
~ NAX ERGENCY =III=III=I , - C ~ 5 FT ~ - - I I-III- UT ASS BY-PASS -III-III- 8" •o WIRE REp~-~ 12• 3 AREAS.
MAK Flu _ I - R FlLTER _ 1:1 9DE 8 BELOW ~ I = - _ ED ~ , SETTLED -III-I I I I Rout-~ _RRppP --~1 SCALE: NONE fD ~ \ 3'-O" NFORCIN _ TMs,
FABRIC SLOPE MAX NATURAL ~ DAN I - . I 2X- 2X- ~ MIN. DISCHARGE u. ESTIMATED TIME BEFORE FlNAL sTABAJZAnoN 3 MON - DETAILS.DWG
1=III II- GROUND I I _ = 4" l ~ NATURAL MATERIAL VEL OF SEDIMEN' III-I _ MAXIMUM LE 1EL OF SEDIMEN ~5 WASHED PROVIDE POSITIVE DRAINAGE MAWTENANCE PLAN
3 FT ~ -I 11=~ I _I I I=I I~ CI I COLLECTED, REMOVE SEDIME~ REMOVE SEDIMENT STONE FLTER
~ ~ I ~ ~ wuGU nilc I ~I Ic RFar.NF I ~ - E- NFI Ic RFAr.NFn_ FILTER FABRIC 1. ALL EROSIOII AND SET)IMENT CONTROL PRACTICES WILL 8E CHECKED FOR STABILITY AND OPERATION FotLDWING EMERY RUNOFF PRODUCJNG
A RAINFALL BUT W NO CASE LESS THAN ONCE EVERY WM- ANY NEEDED REPAIRS WILL BE MADE IMMEDIATELY ro MAJNIAIN ALL MAuiAZa PQ, DESIGNED.
STONE SECTION
CONE FILTER ROCK DAM 2 SEDIMENT WILL BE REMOVED FROM THE SEDIMENT TRAP WHEN STORAGE CAPACITY HAS BEEN APPROXIMATELY SOX FILLED. GRAVEL WILL CLEANED OR REPLACED WHEN THE SEDIMENT POOL NO LONGER DRAWS PROPERLY, BE SHEET 3. SEDIMENT WILL BE REMOVED FROM BEHIND THE SEDIMENT FENCE WHEN IT BECOMES ABOUT 0.6 FT. DEEP AT THE FENCE. THE SEDIMENT FENCE
TEMPORARY SEDIMENT TRAP TEMPORARY SILT FENCE STONE WIl BE REPAIRED AS NECESSARY TO MAINTAIN A BARRIER. OF 12
4. ALL SEEDED AREAS WILL BE FERTILIZED. RESIDED AS NECESSARY, AND MULCHED ACCORDING TO THE SEEDING SCHEDULE TO MAINTAIN A VIGOROUS DENSE VEGETATIVE COVER.

U
d~ O
~ ~
~ ~ ~ ~d ~ ~
1 '1 1 1 ~ ~ ~ ~ o
1 1 1 U ~ i~
1 1 ~ 1 '1 \ RIP-RAP APRON 0 ~ :69P APRON ~ " ~ ~
1 ~ TEMPORARY TYPE 'B' PIPE !~3 6' LENGTH ENGTH ~
1 1 SEDIMENT TRAP !17 7.5' WIDTH 1 \ 54 LF-18 RCP " M N. EPTH WIDTH v ~ ~ ~ ~ N. EPTH m d' ~ ~ i o W U ~
~ 16x18 x2.0 DEEP 9 i 0 4x0.5 SPILLWAY W/ 2-FES ®0.50 CLASS 1 RIP-RAP 5S 1 RIP-RAP ~i
TEMPORARY TYPE ~o SEDIM T TRAP k5 ~ ~ ~ caRPGRATx>H stow (tvP.) ~ ~ ~ Z 00 ~
~ gad` \ ~ 300 PSI aPERAtINC 16 x18~C2.0 DEEP ~ 75 73 N • 1~ ~ w ~1
4x0.5 ~PILLWAY ~ o TEMPORARY DIVERSION 26 v~
~ r`n~ \ 1 + 74 DITCH (TYPICAL) INV. 230.27 ,~p1Q ~ ~ WATER MEtER BOXES - _ _ _ 5O N WItH •TOUCH-READ' IIOS DITCH ~7 ~ > 2 ~ 27 ~ ~ ~
~ SEE DErAlls rk SPEa ~ • INV. 230.00 II ( ) TEM. SYNTHETIC MAT LINER 8 ).00 DITCH ~9 ~ ~ ~ ~ TEM. STRAW NET LINER TEMPORARY DIVERSION ~ ~ ~
DITCH ~ \ ~ 3/4• txASS 200 ~ . _r . ~ ~ DITCH (TYPICAL) U _ _ _ _ 25 ~
NE ~ PaYEtHVIENE P9'E - t-4~- t•~- t-~- E•r-- m + - TEM. STRAW N T U \ WATER SERNCE (TYP.) ~ HIGH POINT ~ E-~~ -
SILT \ wu - ~~r wATER~..- ~ ~ _ ' \ FENCE \ 6~~ 24+00 E a
e4°~~ HE'M ASPH~• - s>rnm4't9• E~- --1---- - a~ ~ 26+00 EDGE ~ PAVT r 27+00 ~ ~ 2 4
a ~ _r ?8+00 ~ w~tFRlpyf ~ ~ M i 4' Pvc ~ ~
OF PAJT ~ d 7442" E HIGH ~ EDGE OF PAVT ~ ~ PATEN R.q5~/ ~ WATEPUNE r ~ ~1?.~ c~
20+ 1+ ~ --V~~~v i • S 89 POINT INV. 13.96 ~ 2 ~ o. ~ E'~"- ~"1'F T-~ -#•1-'~-~ - cv ~ ~
- - ---~-1 PAvT ~~.-F~_ -p1yA '0
II TEMPORARY DIVERSION ~r• M g 6 ~ ?9~, .35' DITCH 10 ~ s~•2t• 00 B•z4• ~~h ~ o E o
SILT V. 21 ~ ~ DITCH ~k8 II N DITCH TYPICAL W ~ ~ 1 IN ~ N ( ) Q TEM. STRAW NET UNER + fi h ~ CENTER OF CUL-DE-SAC ~ ~ ~ ~ v,~~ STA. 29+54.82 NNIIlyr~4
~ FEN TEM. STRAW NET LINER w ~ _ ~ + + ~ m w 2 N p ~ R ~ 6~
~ o ~ 5 ~ DITCH ~6 , ~ 4 :a ~ by s u ~ ~s• • s 23 • c~•' E s
~ TEMPORARY TYPE B w CENTERLINE INTERSECTION TEM. STRAW NET INER PIPE ~2 SEDIMENT TRAP J68 U 'A ~ Z: F _ • a ~ • Q 's
~ ~ ~ CENTERLINE CURVE DATA STA: 24+91.52 56 L~-~48 RCP 16x18 x2.0' DEEP " SEAL CENTERLINE CURVE DATA U `'s• \
/ E5 0 1.OOX ~ 4'x0.5' SPILLWAY L-50.08 2 \ ~ _ ~ - .sa' 21 \ r 19302 L-142 ti \ , ~
\ R-400.00 ~ ~ T=25.07' T=71.83 \ tiq \ •,,~i'FNcINE~•
3 ~ ~ ~ , ~ ti~ ~ ~ CH=50.04 CH=142.19 TEMPORARY DIVERSItNI ~ \ N~ \ syF .s _ ~ DITCH (TYPICAL) ~ / \ F~ \ ~ ~
TEMPORARY E 'B' • \ \ ~ CH BR=S 85'39'31" E 1 \ CH BR _S 73'53 50 E \ \ r- DELTA-16'20 59 PERM,WENT 2• . ?
~i ~ DELTA=07'10 23 16'x18'x2.O' D P ~ RIP-RAPv1PRON BLOW OFF ASSEMBLY \ \ ~ f G-0 ~
, Y \ ti~ 32' LENG 4 x0.5 SPILLW ' \ TP(
~ \ 16.8' WIDTH ~ ti.~ F ~ ~ ~ ~,y 18 MIN. DE TH 22 \
ti ~ ch` LASS 1 RIP RAP
\ FF~(i l ~ \ ~ yF \ ~ TEMPORARY TYPE 'B'
~ ~ \ \ SEDIMENT TRAP !f9 \
~ \ 1 1 18'x26'x3.5' DEEP \ 4'x0.5' SPILLWAY \
\
w z
~ Q
SCALE: 1"=40' H SCALE: 1"=40' H z v O ~
~ w
rr J
HANNEL DATA w a
CHANNEL N0. BOTTOM WIDTH SIDE SLOPES TEMPORARY LINING PERMANENT LINING w
~1 2 FT 3:1 CLASS 1 RIP-RAP CLASS 1 RIP-RAP z
~2 0 FT 3:1 SYNTHETIC MAT GRASS ~ ~3 2 FT 3:1 CLASS 1 RIP-RAP CLASS 1 RIP-RAP w
~j4 0 FT 3:1 CLASS 1 RIP-RAP CLASS 1 RIP-RAP ~
~5 0 FT 3:1 SYNTHETIC MAT GRASS w a
M
R.~ DE DITCH DATA o
HI POINT E V = 23 .16
CHANNEL N0. BOTTOM WIDTH _ SinE ~ OpFS TfypORARY LINING PERMANENT LINING 2~ PVI STA ~1 0 FT 3:1 do 4:1 STRAW NET UNER GRASS
PVI STA 23+75 PVI ELEV = 234.82 • ~2 0 FT 3:1 do 4:1 STRAW NET UNER GRASS
_ A.D. _ -1.85 ~3 0 FT 3:1 & 4:1 STRAW NET UNER GRASS
K = 0.52 K = 3.97 ~4 0 FT 3:1 do 4:1 STRAW NET UNER GRASS 242 _ _ ~5 0 FT 3:1 do 4:1 STRAW NET LINER GRASS
235. ' VC 100. ' VC ~6 0 FT 3:1 do 4:1 STRAW NET LINER GRASS
~7 0 FT 3:1 do 4:1 SYNTHETIC MAT UNER GRASS 240 w~~~ ! , ~8 0 FT 3:1 do 4:1 STRAW NET UNER GRASS f~ '
LO POINT E EV = 22 .83 _ M ~~1~~ ~9 0 FT 3:1 do 4:1 STRAW NET UNER GRASS •
LOW POINT S = 20+ .41 ~ fV #10 0 FT 3:1 do 4:1 STRAW NET UNER GRASS
- - - - PVI EU:V = 217.32 N ~ t fit 0 FT 3:1 & 4:1 STRAW NET LINER GRASS 2 ' NO~ ~ 9 2003 + ~ #12 0 FT 3:1 3c 4:1 STRAW NET UNER GRASS
rn ~ ~ N N _ X13 0 FT 3:1 & 4:1 STRAW NET UNER GRASS
U > _ ~ r - w ~ X14 0 FT 3:1 & 4:1 STRAW NET LINER GRASS "~~'I I ° r'~t~~~il !T • 15 0 FT 3:1 & 4:1 236 ` " ~ ~ o m # STRAW NET UNER GRASS
, ~ ~ _ _ X16 0 FT 3:1 & 4:1 STRAW NET UNER GRASS W
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0 CENTERl1 E EXISTI G GROUN N i ~ " ~ - ~ - ' - 228
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~ ~ i - 6"x4" RE UCER - - ~ ~ - - 214
~ 12" MIN. CO R 4" PVC ATERLINE \
' \ - - ~ 212 i - ' .
1 FU JOINT F DUCTIL IRON wA TE~EO - -
210
_ _ ~ \ OCTOBER 10 2003 I
- - ---I---- - 208 SCALE: 1„=40 V
1 =4 H
~ rn ao m M ao ~ o u~ rn ~ ~ rn ~ o N o M cMO `n° a"to rn rn o ~N M n ~ ° Ir CENTERLINE 0308-017-CD.D~G
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N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N ~N N ~N ~N N N N ~N N N N N jN GRADE
20+00 21+00 22+00 23+00 24+00 25+00
PROFILE MARKET FARM LANE p 26+00 27+00 28+00 EARLY RISER COURT ~'*oo ,o+oo SHEET
SCALE: 1'=40' H SCALE: 40F 12
1'=4' V