20060690 Ver 3_401 Application_20070529

DAVIS-MARTIN-POWELL & ASSOCIATES, INC.
dMP ENGINEERING • LAND PLANNING • SURVEYING
6415 Old Plank Road, High Point, NC 27265
[phone] • Fax [phone] • www.dmp-inc.com
OLo-DLO?nV3
May 25, 2007
Re: City of Trinity, NC
Phase 3 Sewer Extensions - Contract 2
DMP Project E-3839 (BF)
Mr. John Dorney
Division of Water Quality - 401 Wetlands Unit PAYY,EN1
1650 Mail Service Center
Raleigh, NC 27699-1650 RECEIVED
Dear Mr. Dorney:
On behalf of the City of Trinity, we have enclosed the following items for your review and approval:
• Five (5) copies of the Pre-Construction Notification Application;
• Two (2) copies of the USGS quad sheet for this location with all impacts identified;
• Two (2) copies of various wetland identification documents from the EA;
• Two (2) copies of letter of "Finding of No Significant Impact" from USDA;
• Two (2) sets of civil drawings for the proposed work;
• Check No. 005513 in the amount of $200.00;
The proposed sewer line will temporarily impact two (2) sections of the Uwharrie River and seven
(7) sections of its unnamed tributaries. Total impacts are proposed as follows: approximately 145
LF for stream crossings and 0.04 acres of disturbed wetlands. It is our intention that all impacts be
minimized and natural features be returned to their original state.
If you or your staff have any questions or require additional information, please do not hesitate to
call our office, or email me at mpaciniPdmp-inc.com. We appreciate your assistance in this matter
and look forward to hearing from you.
Sincerely,
DAVIS-MARTIN-POWELL & ASSOCIATES, INC.
M uricio M. Paci
C: Ms. Ann Bailie, City of Trinity
Mr. Todd Tugwell, USACE G F -
File (enc)
1 „`. f r
Office Use Only' Form Version March 05
USACE Action ID No. DWQ No.
(If any particular item is not applicable to this project, please enter "Not Appiwauie° or ".N/A".)
I. Processing PAYMENT 066416 0
RECEIVED
1. Check all of the approval(s) requested for this project:
® Section 404 Permit ? Riparian or Watershed Buffer Rules
? Section 10 Permit ? Isolated Wetland Permit from DWQ
® 401 Water Quality Certification ? Express 401 Water Quality Certification
2. Nationwide, Regional or General Permit Number(s) Requested: NWP 12
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 Ecosystem Enhancement Program (NCEEP) is proposed
for mitigation of impacts, attach the acceptance letter from NCEEP, 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:

rr /?? r tY
of Trinitv f( z
Mailing Address: PO Box 50
Trinity North Carolina 27370
Telephone Number: 336-431-2841 Fax Number: 336-431-5079
E-mail Address: citymana e? r-trinily(atriad.rr.com
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: Randy McNeill
Company Affiliation: Davis-Martin-Powell and Associates
Mailing Address: 6415 Old Plank Road
High Point North Carolina 27265
Telephone Number: 336-886-4821 Fax Number: 336-886-4458
E-mail Address: rmcneillaa dmp-inc com
Page 5 of 12
III. Project Information
5.
Attach a vicinity map clearly showing the location of the property with respect to local
landmarks such as towns, rivers, and roads. Also provide a detailed site plan showing property
boundaries and development plans in relation to surrounding properties. Both the vicinity map
and site plan must include a scale and north arrow. The specific footprints of all buildings,
impervious surfaces, or other facilities must be included. If possible, the maps and plans should
include the appropriate USGS Topographic Quad Map and NRCS Soil Survey with the property
boundaries outlined. Plan drawings, or other maps may be included at the applicant's discretion,
so long as the property is clearly defined. For administrative and distribution purposes, the
USACE requires information to be submitted on sheets no larger than 11 by 17-inch format;
however, DWQ may accept paperwork of any size. DWQ prefers full-size construction
drawings rather than a sequential sheet version of the full-size plans. If full-size plans are
reduced to a small scale such that the final version is illegible, the applicant will be informed that
the project has been placed on hold until decipherable maps are provided.
1. Name of project: City of Trinity, Phase 3 Sewer Extensions - Contract 2
2. T.I.P. Project Number or State Project Number (NCDOT Only):
3. Property Identification Number (Tax PIN):
4. Location
County: Randolph Nearest Town: Trinity
Subdivision name (include phase/lot number): N/A
Directions to site (include road numbers/names, landmarks, etc.): From I-85 take the
Hopewell Church Rd. exit and travel northbound. Make right turn n, Hwy 62, right turn (d),
Meadowbrook Dr., then right turn A, Morgan St. to proposed pump station drive na, end.
Site coordinates (For linear projects, such as a road or utility line,
separately lists the coordinates for each crossing of a distinct waterbody.)
Decimal Degrees (6 digits minimum): [See attachment] ON
6. Property size (acres): N/A
7. Name of nearest receiving body of water: Uwharrie River
8. River Basin: Yadkin Pee-Dee
(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: The project site consists of residential areas with some
woods spread throughout.
attach a sheet that
°W
Page 6 of 12
10. Describe the overall project in detail, including the type of equipment to be used: Project
will consist of installation of new sewer outfall forcemain & pump station. Pipe installation
will be via trenching using track excavators. Please see construction plans for further details.
11. Explain the purpose of the proposed work: To extend public sewer service throughout the
project area in order to overcome public health issues associated with the current septic
systems
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. N/A
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.
None anticipated
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. Each impact must be
listed separately in the tables below (e.g., culvert installation should be listed separately from
riprap dissipater pads). Be sure to indicate if an impact is temporary. All proposed impacts,
permanent and temporary, must be listed, and must be labeled and clearly identifiable on an
accompanying site plan. All wetlands and waters, and all streams (intermittent and perennial)
should 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.
1. Provide a written description of the proposed impacts: Impacts will be in the form of
trenches across the streams and wetlands mentioned herein. There will also be minor impacts
associated with vehicular travel throughout the project area.
Page 7 of 12
2. Individually list wetland impacts. Types of 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.
Wetland Impact
Site Number
(indicate on map)
Type of Impact Type of Wetland
(e.g., forested, marsh,
herbaceous, bog, etc.) Located within
100-year
Floodplain
(yes/no) Distance to
Nearest
Stream
(linear feet) Area of
Impact
(acres)
JF Excavation Developed/Agricultural No 750 0.04

Total Wetland Impact (acres) 0.04
3. List the total acreage (estimated) of all existing wetlands on the property: 0.08
4. Individually list all intermittent and perennial stream impacts. Be sure to identify temporary
impacts. Stream impacts include, but are not limited to placement of fill or culverts, dam
construction, flooding, relocation, stabilization activities (e.g., cement walls, rip-rap, crib
walls, 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. To calculate acreage, multiply length X width, then divide by 43,560.
Stream Impact
Number
(indicate on ma)
Stream Name
Type of Impact Perennial or
Intermittent? Average
Stream Width
Before Impact Impact
Length
(linear feet) Area of
Impact
(acres)
SCI UT to Uwharrie Excav.& Stabil. Perennial 25' 20 0.011
SC2 UT to Uwharrie Excav.& Stabil. Perennial 15' 20 0.007
SC3 Uwharrie River Excav.& Stabil. Perennial 40' 15 0.014
SC4 UT to Uwharrie Excav.& Stabil. Perennial 20' 15 0.007
SC5 UT to twharrie Excav.& Stabil. Perennial 20' 15 0.007
SC6 UT to Uwharrie Excav.& Stabil. Perennial 20' 15 0.007
SC7 Uwharrie River Excav.& Stabil. Perennial 20' 15 0.007
SC8 UT to Uwharrie Excav.& Stabil. Intermittent 25' 15 0.009
SC9 UT to Uwharrie Excav.& Stabil. Perennial 25' 15 0.009
Total Stream Impact (by length and acreage) 145 0.078
5. Individually list all open water impacts (including lakes, ponds, estuaries, sounds, Atlantic
Ocean and any other water of the U.S.). Open water impacts include, but are not limited to
fill, excavation, dredging, flooding, drainage, bulkheads, etc.
Open Water Impact Name of Waterbody Type of Waterbody Area of
Site Number
(if applicable) Type of Impact (lake, pond, estuary, sound, bay, Impact
(indicate on map) ocean, etc.)
(acres)

Total Open Water Impact (acres) 0
Page 8 of 12
6. List the cumulative impact to all Waters of the U.S. resulting from the project:
Stream Impact (acres): 0.078
Wetland Impact (acres): 0.04
Open Water Impact (acres): 0
Total Impact to Waters of the U.S. (acres) 0.118
Total Stream Impact (linear feet): 145
7. Isolated Waters
Do any isolated waters exist on the property? ? Yes ® No
Describe all impacts to isolated waters, and include the type of water (wetland or stream) and
the size of the proposed impact (acres or linear feet). Please note that this section only
applies to waters that have specifically been determined to be isolated by the USACE.
N/A
8. Pond Creation N/A
If construction of a pond is proposed, associated wetland and stream impacts should be
included above in the wetland and stream impact sections. Also, the proposed pond should
be described here and illustrated on any maps included with this application.
Pond to be created in (check all that apply): ? uplands ? stream ? wetlands
Describe the method of construction (e.g., dam/embankment, excavation, installation of
draw-down valve or spillway, etc.):
Proposed use or purpose of pond (e.g., livestock watering, irrigation, aesthetic, trout pond,
local stormwater requirement, etc.):
Current land use in the vicinity of the pond:
Size of watershed draining to pond:
VII. Impact Justification (Avoidance and Minimization)
Expected pond surface area:
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. Required stream crossings are
proposed to be made as near perpendicular as possible and alignments have been shifted where
possible to minimize wetland impacts
VIII. Mitigation
DWQ - In accordance with 15A NCAC 2H .0500, mitigation may be required by the NC
Division of Water Quality for projects involving greater than or equal to one acre of impacts to
freshwater wetlands or greater than or equal to 150 linear feet of total impacts to perennial
streams.
Page 9 of 12
USACE - In accordance with the Final Notice of Issuance and Modification of Nationwide
Permits, published in the Federal Register on January 15, 2002, 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 NCEEP 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.
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 Ecosystem Enhancement
Program (NCEEP). Please note it is the applicant's responsibility to contact the NCEEP at
[phone] to determine availability, and written approval from the NCEEP indicating
that they are will to accept payment for the mitigation must be attached to this form. For
additional information regarding the application process for the NCEEP, check the NCEEP
website at http://h2o.enr.state.nc.us/wrp/index.htm. If use of the NCEEP is proposed, please
check the appropriate box on page five and provide the following information:
Amount of stream mitigation requested (linear feet):
Amount of buffer mitigation requested (square feet):
Amount of Riparian wetland mitigation requested (acres):
Amount of Non-riparian wetland mitigation requested (acres):
Amount of Coastal wetland mitigation requested (acres):
Page 10 of 12
IX. Environmental Documentation (required by DWQ)
1.. Does the project involve an expenditure of public (federal/state/local) funds or the use of
public (federal/state) land? Yes ® No ?
2. 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 ?
3. If yes, has the document review been finalized by the State Clearinghouse? If so, please
attach a copy of the NEPA or SEPA final approval letter. Yes ® No ?
X. Proposed Impacts on Riparian and Watershed Buffers (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.
1. Will the project impact protected riparian buffers identified within 15A NCAC 2B .0233
(Meuse), 15A NCAC 2B .0259 (Tar-Pamlico), 15A NCAC 02B .0243 (Catawba) 15A NCAC
2B .0250 (Randleman Rules and Water Supply Buffer Requirements), or other (please
identify )? Yes ? No
2. If "yes", 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 multiDliers.
Impact Required
Zone* , ,....._, r , Multiplier
I 1 I 13 (2 for Catawba)
2 1.5
Total I I I
* Zone 1 extends out 30 feet perpendicular from the top of the near bank of channel; Zone 2 extends an
additional 20 feet from the edge of Zone 1.
3. If buffer mitigation is required, please discuss what type of mitigation is proposed (i.e.,
Donation of Property, Riparian Buffer Restoration / Enhancement, or Payment into the
Riparian Buffer Restoration Fund). Please attach all appropriate information as identified
within 15A NCAC 2B .0242 or .0244, or .0260.
Page 11 of 12
XI. Stormwater (required by DWQ)
Describe impervious acreage (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. If percent impervious surface exceeds 20%, please provide calculations
demonstrating total proposed impervious level. N/A
XII. Sewage Disposal (required by DWQ)
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.
Sewage from this project is pumped into Trinity's Phase 2 sewer system which gets treated at the
City of Thomasville's Hamby Creek WWTP.
XIII. 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. Cumulative Impacts (required by DWQ)
Will this project (based on past and reasonably anticipated future impacts) result in additional
development, which could impact nearby downstream water quality? Yes ? No
If yes, please submit a qualitative or quantitative cumulative impact analysis in accordance with
the most recent North Carolina Division of Water Quality policy posted on our website at
http://h2o.enr.state.nc.us/ncwetlands. If no, please provide a short narrative description: This
project does not include any development, as it is designed to provide public sewer to existing
homes only.
XV. Other Circumstances (Optional):
It is the applicant's responsibility to submit the application sufficiently in advance of desired
construction dates to allow processing time for these permits. However, an applicant may
choose to list constraints associated with construction or sequencing that may impose limits on
work schedules (e.g., draw-down schedules for lakes, dates associated with Endangered and
Threatened Species, accessibility problems, or other issues outside of the applicant's control).

Applicant/Agent's Signature Date
(Agent's signature is valid only if an authorization letter from the applicant is provided.)
Page 12 of 12
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Location I.D. A = Uwharrie River
Location I.D. B = U.T. to Uwharrie River
• note: all locations and lengths are approximate
DAVIS-MARTIN-POWELL & ASSOCIATES, INC CITY OF TRINITY
ENGINEERING - LAND PLANNING - SURVEYING PHASE 3 SEWER EXTENSIONS - CONTRACT 2
6415 OLD PLANK ROAD
HIGH POINT, NC 27265 SITE MAP
P [phone] FAX [phone] SCALE: I" = 800'
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state o}Ilece
(Exh.17. - SI 1794-1)
SUBJECT: Town of Trinity
Proposed Phases 3, 4, 5 Sewer Improvements Project
Finding of No Significant Impact
TO: Rural Development Processing Office
Greensboro, NC
ATTN: H. Allen Hart
In Accordance with 7 Cf^R Part 1794, Rural Utilities Service's Environmental
Policies and Procedures, I have reviewed and approved a Finding of No
Significant. impact for the above project. To inform the public of our decision,
please direct the applicant to ppblish the appropriate public notice. An example
of a public notice for the Finding of No Significant Impact can be found in Section
7, Exhibit B.4 in Bulletin 1794A-602 (page 49).
If you have any questions, please contact Ned W. Gillis ie State
Environmental Coordinator at .336-386-4209
I. ?a-6
Date
4406 Bland Road, Sups 286 R21WOh. Nohh Carolina 27609
Phone: [phone]M • FaX [phone] • TOO: (918) 6752669 - Web: hllp9Awrw.(u dev.usda.9orlno
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Rural Development
Table 1. Wetland Impacts along Project Construction Corridors.
Wetland Name Temporary Impacts
(acres) Permanent Impacts
(acres)
JZ 0.015 0.001
JY 0.028 0.007
FM 0.005 0.001
FL 0.095 0.026
FK 0.014 0.007
FN 1 0.067 0.019
FN2 0.044 0.006
FP 0.003 0
FQ 0.027 0.004
FR 0.045 0.005
FT 0.001 0
FV 0.039 0.013
JP 0.011 0.004
WDD1 0.001 0
FD 0.016 0.004
FE 0.021 0.006
FB 0.055 0.017
FA 0.134 0.033
FJ 0.057 0
F I 0.017 0.005
FF 0.033 0.006
J R 0.027 0.006
J F 0.025 0.007
J E 0.013 0.003
SA 0.002 0
W DD2 0.000 0
S1 0.001 0
W DD3 0.006 0
W DD4 0.016 0.003
Table 2. Habitat Impacts Along Project Construction Corridors.
Habitat Acres
ALH 35
ALS 2.5
MMH 2.7
DEV 103
US 5.0
TOTAL 148
DEV = Developed/Agricultural, US = Upland Scrub, ALH = Alluvial Hardwood, ALS = Alluvial
Scrub, MMH = Mixed Mesic Hardwood
26
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Figure 3.4 Wetland and stream impacts. City of Trinity
Sewer Collection System Expansion. Randolph County, N.C.
ROW J. qOU IV. A+sw-�4�, N c.
ENVIRONMENTAL CONSULTANTS
8480 Garvey Drive www.rjgaCarolina.com
Raleigh, N.C. 27616-3175 [phone]; fax [phone]
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Figure 3.5 Wetland and stream impacts. City of Trinity
Sewer Collection System Expansion. Randolph County, N.C. FN1
ENVIRONMENTAL CONSULTANTS FN2 `
8480 Garvey Drive www.rjgaCarolina.com r
Raleigh, N.C. 27616-3175 (9 19) 872-1174; fax [phone]
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Scrub N
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Figure 4.3 Habitat impacts. City of Trinity Sewer
Collection System Expansion. Randolph County, N.C.
ENVIRONMENTAL CONSULTANTS
8480 Garvey Drive www.rjgaCarolina.com
Raleigh, N.C. 27616-3175 [phone]; fax [phone]

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PHASE 3 SEVER SY EX ENSIGNS -CONTR T 'STEM

FACT 2
JOB N0. E-3839
MAY 2007
0
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DAVIS-MARTIN-POWELL 8~ ASSOCIATE - ENGINEERING -LAND PLANNING - SUR 6415 OLD PLANK ROAD 'ES, INC.
iURVEYING
Nir,N PnINT. NORTH CAROLINA 27 27265
PHONE [phone] FAX (336) SS 886-4458
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; ~ / I i / 5 ~ i~ / ~ r x, ~ SHEET INDEX
l a i i i i/
i 1 . _ / ~ 1. COVER
\ r ~ . ~ ; i ,,.-.---...1, ~ v ~ , , ~ 2. INDEX, NOTES, LEGEND
1 ~ l.. / / lr ' ~ 3. LINE 100 STATION 10+00 TO STATION 18 V 18+00 & V ~
ti' 1 ~ _ ~ .r / ~ i - I 1 FORCE MAIN STATION 10+00 TO STATION TION 18+00 Z Z Z ~
1 I i / ~ , ~ ~ ~ r V 30+00 & Z Z ~
i ~ \ ~ ~ ~ i 4. LINE 100 STATION 18+00 TO STATION 3 FORCE MAIN STATION 18+00 TO STATION
~ ~ J10N 18+50 C/) W Q }
~ ~ . f \ • i , ' I 5. LINE 100 STATION 30+00 TO STATION 4 I _ 6. LINE 100 STATION 42+00 TO STATION 5 7. LINE 100 STATION 54+00 TO STATION 6 ~i M GAN I D. _ ~ g, LINE 100 STATION 66+00 TO STATION 7 ~ 9. LINE 100 STATION 78+00 TO STATION 9 10. LINE 100 STATION 90+00 TO END N 42+00 W LU J W
-_...._..w ~ N 54+00 H z 020 ~
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1 t / f N 66+00 Q Z Z cn
~ ' .r/ / ,1~ , / 1 ~i ~ / N 78+00 (am> uj Q
r ~ ~ ~ ! J N 90+00 ~ J
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i ? / / J / i t C/)
i / i 1 MoRGnN Bono - I - 11. LINE 101 STATION 10+00 TO END C/)
i l 1 ` i a` ~ ~ ~l ' PUMP srnnoro 12. LINE 102 STATION 10+00 TO END
O . / , i i r 13. LINE 103 STATION 10+00 TO END O N N Lo p5
/ ~ ~
O jN Z 1 ~ r - ~ W 14. LINE 104 STATION 10+00 TO END Z V ?'D V
{ 1 .i' ~ ~ "i'" \ ' 15. LINE 200 STATION 10+00 TO STATION 2 16. LINE 200 STATION 22+00 TO END N 22+00 g Z co o? CL co a.
r i~~l~ ~ 1 ~ ~ l 1 ~
Y ,h • ~ • f 17. LINE 201 STATION 10+00 TO END W 0 0. M v 3
j / . ~ ~ r ly / 1' i ~ i - 18. LINE 202 STATION 10+00 TO END _ Lo x3
/ 1' / ~ `f~` ^ , i' 19. LINE 203 STATION 10+00 TO END a 0 J 0
~ f~ ~ O f. 1 f~ i - - -
1 1 i ~ - 20. LINE 204 STATION 10+00 TO END
~ ~'--~--~~_J ' 21. LINE 205 STATION 10+00 TO END Z
i ~ JION 29+50 ~
f j.. ~ ~ ; / " 23. FORCE MAIN STATION 29+50 TO STATIO JION 40+50 ~
1 ~ ~ 24. FORCE MAIN STATION 40+50 TO STATIO 25. FORCE MAIN STATION 51+50 TO STATION JION 51+50 Q
~ ~ H O 1 JION 62+50
~ ~ ~ ~ •~1 f /
Z W d Z N 1 1 14 ~ N ' / ~ / / 26. FORCE MAIN STATION 62+50 TO STATIO 27. FORCE MAIN STATION 73+50 TO END JION 73+50
- W • t ~ ~i ~ W ~ cin
f~ ~ i / ~ ~ - 28. MORGAN ROAD PUMP STATION SITE PLA ~ ` 29. MORGAN ROAD PUMP STATION PLAN PLAN a
r ~
~ 1• J rr' S
! z r ~ ~ ~ i ~ j f• i `t r T 30. MORGAN ROAD PUMP STATION SECTION ON ~
2 ~ ^ % / 1 2 ~ %~-~.1~ 31. MORGAN ROAD PUMP STATION ELECTRIC ~ / \ / J , I ~ BUILDING PLAN 7RICAL
/ i
i r i 32. MORGAN ROAD PUMP STATION DETAILS LS
~ ~ % ~ ~t ~ \ f r DETAILS W f ~
f i ~ 33. CONSTRUCTION & EROSION CONTROL DE 34. ER0510N CONTROL DETAILS
O ~ ~ ~ , r r ~ . ~ ' ~ 0 U W LL1 Y
~ J ~ i ~ i / f'J Z w w 3 u w >
~ i , K Q W K 2 As lk 'o Aft V~
LL L.3 Li U V V? V! { a
r 'r !f' ,~~Cj ~ , i ~ f Y ' CIO
' ' o o i
f l r' 2 ~ v ~ \ _ GENERAL CONSTRUCTION NOTES: i
I ~ - ~ r
~ ~ 0 f
~ PHASE 2 SEVYER - ~o `
• - 1. ALL EXISTING UNDERGROUND UTILITY LOCATIONS WERE TAK ' AVAILABLE RECORDS AND ARE APPROXIMATE ONLY. CONTR ~ ~ VERIFY THE LOCATION OF ALL EXISTING UTILITIES BEFORE , CONSTRUCTION. ANY UTILITIES DAMAGED DURING CONSTRU j' , ~ ti , BE REPAIRED IMMEDIATELY AT NO ADDITIONAL COST TO TH E TAKEN FROM
__..r.. ` L WE q . ~ CONTRACTOR TO
~ -ORE BEGINNING W 0
i ~ \ ISTRUCTION SHALL TO THE OWNER.
t - % CONTRACTOR TO NOTIFY N.C. ONE-CALL CENTER AT 1-80 ~ ~ PRIOR TO EXCAVATION. CONTRACTOR SHALL NOTIFY ENGIN ~ ~ IN THE EVENT OF ENCOUNTERING ANY UNDERGROUND OBS ~ A DEVIATION FROM THE PLANS. 1-800-632-4949
ENGINEER IMMEDIATELY w
OBSTACLE REQUIRING aC
i ~ ~ ~r 0
f ~ ! i i~ i W - N r1o -4 Lo O
f r____ f 2, ALL DRIVEWAY PIPES 12" IN DIAMETER OR LESS DISTURBE ~ ~ CONSTRUCTION IN STREETS DESIGNATED AS STATE ROADS URBED DURING
~ OADS SHALL BE
~ ~ ~ 1 l~ _ REPLACED WITH 15" RCP. ALL DRIVEWAY PIPES OF SUITAB DISTURBED DURING CONSTRUCTION SHALL BE REINSTALLED ,UITABLE SIZE
- \ ALLED BY THE
SYMBOL LEGEND - i '1I ~'il CONTRACTOR. ALL COST OF REINSTALLING EXISTING DRIVE REPLACING UNDERSIZED PIPES OR PIPES DAMAGED DURING )RIVEWAY PIPE. CURING CONSTRUCTION
~ - ~ I ~ ~ SHALL BE INCLUDED IN THE COST PER LINEAR FOOT OF S - INSTALLATION. ALL EXISTING PIPE THAT IS REPLACED WITH OF SEWER MAIN
i WITH NEW PIPE SHALL
- 11'1 BECOME THE PROPERTY OF THE CONTRACTOR. DRIVEWAY P WAY PIPES THAT ARE
DISTURBED OR REPLACED SHALL BE PROVIDED WITH PROPE PROPER INLET AND Q Q
OUTLET PROTECTION. ALL COST OF DRIVEWAY PIPE INLET PROTECTION SHALL BE INCLUDED IN THE COST PER LINEAR 4 LE T AND OUTLET
R FOOT OF SEWER Z s LIN E A
MAIN INSTALLATION. J ~ C] a
SCALE: 1" 5~~' 3. CONTRACTOR TO REGRADE, SHAPE UP, AND STONE ALL GR kLL GRAVEL Q Z
DRIVEWAYS AFTER CROSSING. TWO WAY TRAFFIC SHALL BE LL BE MAINTAINED L) W Q
PROPOSED SEWER AT ALL TIMES DURING CONSTRUCTION. ALL WORK DONE WI RIGHT-OF-WAY SHALL BE PERFORMED IN ACCORDANCE WI ENCROACHMENT AGREEMENT. CONTRACTOR TO RESET ALL NE WITHIN NCDOT
Q PROPOSED MANHOLE CE WITH APPROVED U W T ALL DISTURBED = C/a J
EXISTING STORM SEWER SIGNS, MAIL BOXES, ETC. CONTRACTOR SHALL RESEED AN AREAS IN ACCORDANCE WITH SPECIFICATIONS. D ANY DISTURBED i. z
? EXISTING CATCH BASIN /JUNCTION BOX x Q
~o - - - EXISTING CONTOUR (MINOR) 0
EXISTING CONTOUR (MAJOR) 4. DURING PIPELINE INSTALLATION, EXCAVATED MATERIALS PL THE ADJACENT STATE ROAD SHALL BE PLACED UPON A L SCREENINGS. AT THE END OF EACH DAY, ALL MATERIALS LS PLACED ON C!1 Q z q A LAYER OF STONE Z
EXISTING PAVEMENT 'o- UTILITY POLE c/) IALS SHALL BE w uj !
°o ~ IIGHT POLE REMOVED AND THE ROADWAY SHALL BE THOROUGHLY CLE SOIL RESIDUE. COST FOR STONE SCREENING AND ROADWA SHALL BE INCLUDED IN THE LINEAL FOOTAGE PRICE FOR S INSTALLATION. Y CLEANED OF ALL Ll.l E
P UNDERGROUND POWER ADWAY CLEANING
GAS UNDERGROUND GAS LINE FOR SEWER UJ Z
~ FO UNDERGROUND FIBER OPTIC LINE
T UNDERGROUND TELEPHONE E R w ASPHALT. uJ
i TELEPHONE PEDESTAL EROSION CONTROL LEGEND 5. CONTRACTOR SHALL AVOID DAMAGE TO THE EXISTING ASP ASPHALT VIMICH IS DAMAGED DURING CONSTRUCTION SHAL AT NO ADDITIONAL COST TO THE OWNER. SHALL BE REPAIRED Lu
~ S EXISTING SEWER MAIN LL ~
~ W W EXISTING WATER MAIN ~ ~ EXISTING WATER METER 0 W c Z
Q~ ROCK CHECK DAM 6. WHERE 4" SEWER SERVICE PIPING MUST BE INSTALLED AC THE CONTRACTOR SHALL INSTALL 4" DUCTILE IRON SEWER :D ACROSS A ROADWAY,
yhr EX. FIRE HYDRANT BLOCK & GRAVEL INLET PROTECTION 3EWER SERVICE PIPING M
~ Ex. vaLVE UNDER THE ROADWAY BY BORE & JACK METHOD (NO ENC REQUIRED). THE DUCTILE IRON, PIPE SHALL EXTEND A MIN 0 ENCASEMENT PIPE uj
- - - DITCH OR STREAM SF SILT FENCE A MINIMUM OF 5 FEET C/)
~ PERMANENT EASEMENT BEYOND THE EDGE OF PAVEMENT, AT WHICH POINT IT MA TO SCH 40 PVC PIPE USING AN APPROVED TRANSITION C 7. CONTRACTOR SHALL INSTALL EXCELSIOR MATTING IN ROA AFTER INSTALLATION OF SEWER LINE, AS DIRECTED BY EN QUANTITIES HAVE BEEN SET UP IN THE CONTRACT TO FA PROCESS. T MAY TRANSITION BACK 'Q ION COUPLING.
~ - - TEMPORARY EASEMENT RIP RAP DONUT INLET PROTECTION
o; _ y. FENCE M ROADWAY SIDE DITCHES
~ OMB EXISTING MAILBOX ~g ~ TEMP. EARTH BERM 3Y ENGINEER.
W ~YYY1~1 TREE LINE '0 FACILITATE THIS
'c TEMP. CONSTRUCTION ENTRANCE i t
~ BUSH OR TREE BEFORE YOU DIG ! E CROSSINGS IN STREAMS SHEET NO.
V L,- ceLL t-aoo-s32-4949 8. CONTRACTOR SHALL INSTALL TEMPORARY CULVERT CR05SI r.~ ~~rr e~1 II~r T[~ TI 1 A T 1 1 A A CT~C CTOE' A k A nanCCiKir KinTC
W 7 I RLhIVI t/Ixw%JJIIVV IrV I L-
°cr- ~ IRON PIN RIP RAP OUTLET PROTECTION N.C. ONE-CALL CENTER Nthc Ut IAILJ c~~v Jr~tt l J'F. Jr'1CG I J inr~ i nr\v~ m . R INDICATE THAT TEMPORARY CULVERT CROSSINGS ARE TO E E TO BE USED ON THAT
a OO CONCRETE MONUMENT .11 IT'S THE LAW ! SHEET.
a ~ SIGN w - - SURVEY TRAVERSE /CONTROL POINT TEMP. SEDIMENT TRAP
z BENCHMARK c~ ~ TEMP. STONE OUTLET
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/ i I 1 SHEET NO.
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14, v OF 34
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ACCESS HATCH WITH 1" CHAMFER, (TYP,)
LOCKABLE COVER
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3~x3~ ALUMINUM ACCESS HATCH
a L~ WITH LOCKABLE COVER i~
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~!3 STIRRUP REINFORCED p 18" O.C.
C N CONCRETE SLAB \ 2- #5 EACH FACE
AROUND ALL OPENINGS
i~
3-#7 EACH FACE OVERLAP 18" BEYOND OPENING ALL SIDES,,, , CIO
~v o o~~~i o r n a" i~, a~ ' ~ ~ o".
NOTE:
T N THE SINGLE MAT 8M D.~• NET WELL VENT
OF #7 E.W. IS W/ INSECT SCREEN 11'-0" Q tT W Co
T NOT SHOWN IN 14~_p„ 2'-0" THIS VIEW. Go 3: C) ii 041 M
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MAIN
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REMOVA 3' SAFE DEVICE 1'-4" W/ SAFE MOVABLE .w w ~ r
SAFETY CLIMB o~
VICE EXTENSION
t. Al. SAFETY BELT & 4 fir, V 1u
6'-0" PRECAS CONCRE TOP SLA 8' L X 6' V - - tECAST GATE GATE POST ALUMINUM ATTACH 8~~ SIDE RAILS 'TACHMENT p'•
1NCRETE
~P SLAB CORNER POST 3-STRANDS 4 PT. BARBED BAR 2" x 3/8"
LINE POST WIRE ON 45' ARM
SAFETY CLIMB
DEVICE REQUIRED • 0 Z
LID z
Z Z
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PRECAST ECAS7 CONC. VAULT #9 GAUGE FABRIC LADDER DETAIL W y
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RUNG o L 00
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WITH P- TRA 0 TRAP UNDER SLAB ~7 GAUGE TENSION WIRE n= CCa 4 O
R STAINLESS STEEL •
I ~ ( o ANCHOR BOLTS Q co z < Z co w -
~ TI 11VI UMINUM ACCESS HATCH TIE FABRIC TO TENSION ~ 2~~ 121, 0. C. o co CL
WIRE dt TOP RAIL WITH TYPICAL ? a
4'x4 ALUMINU COUPLING WITH LOCKABL PIPE SUPPORT #9 ~!9 GAUGE TIE WIRE TYPI LEAF SIZE AS REQUIRED O CL v
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r NO =
M 8'-0" MAX. CORNER-LINE POST 8'-0" LINE-LINE 1
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4
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GATE POST SIZE
I GRAB BA ALUMINUM ~B BAR FRAME WORK CHART GATE LEAF SIZE GATE POST Q
FABRIC HEIGHT LINE POST TOP RAIL END CORNER POST 6~ OR LESS 3" O.D.
LADDER 0 4'- 6' 2" O.D. 1 5 8" O.D. 2 1 2" O.D. 6'-12' 3" O.D.
7'-9' 2 1 2" O.D. 1-5 8" O.D. 3" O.D. 12'-20' 4" O.D. I w W O W 1
10'-12' 3" O.D. 2" O.D. 4" O.D. 20'-24' 6 5 8" O.D.
OVER 12' 4" O.D. 2" O.D. 4" O.D. OVER 24' 8 5 8" 0. D. W ¦ . .
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8"x6" TEE, 6" PLUG VALVE, X Q tT ~ W a
6" COMPANION FLANGE. :N CE ~ K3 N ~ O ~ F- Z J Q
6" CLOSE NIPPLE AND DETAIL - CHAIN LINK FENC NTS W Z
QUICK-DISCONNECT W/ CAP U a
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PLAN -PUMP AROUND VAULT i 1 i
SCALE: 3/4" = 1'-0" © f
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3-TON CAPACITY 360' ROTATION Q TROLLEY (2 REQ'D) • N
JIB CRANE ~ 4000 LB. RATED LOAD ~ ~ ~
C.~
a a ~ CEMENT WASH w w a
PAINT TYPE AND COLOR AS PER ~ ~ HAND-OPERATED r >1 1 >1 f o~ Z
MANUFACTURER'S STANDARD FOR o ~ CHAIN HOIST
OUTDOOR SERVICE. Z a 4000 LB. RATED LOAD Z ~
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~ 6" DIA. STANDARD PIPE TALL SLEEVE
360' ROTATION N O o HAND CHAIN TO EXTEND TO WITHIN FILLED WITH CONCRETE ?E SEAL, TYP. 1 m
tV N w 3' OF TOP OF PUMP STATION & PAINTED SAFETY YELLOW ~ w » ~ ~ w Z Z J { C/)
Z z z W ~ w 0 Z
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MANUFACTURERS STANDARD ANCHOR ~ 3 ~ Q 1 ~ r rr 9 ~ J Jr d ~ ~ ~~i ~ b ~ ~ ~ ~ ~,i~ 7 cn Q Z
BOLTS TO BE SET IN PLACE BEFORE 3 O J ~ ~ 1 ~ ~ 1 ~ ~ ~ b J r 4 t' ~V~ 1~~~~ C ~ t I iS t ~ ~ ~ w Z
FOUNDATION IS POURED. PROVIDE ~ ~ ~ GRAVEL 1 I ~ ~ / ~ r I r. t~ t f--- uj C13
$ CONCRETE GROUT UNDER BASE PLT. o N Z 0 z ~ ~ ~ i A ~ b~~ i 1 t CJ ~ Imm CL
W CD ~ X w x LL X 7 ~
W 0 Q UJ ~ J
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ELEV. 838.00 D ~ ~ . G w
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~ ~ . ° P,ER h~1FG.R 5 STD. 4 a , i 1 /2" DIA. STAINLESS ~ C!) 7
° STEEL CABLE W/ 2 TON v EACH WAY THRU PIPE Q
o . , ° d ~ A, ~ . d CAPACITY EYE HOOKS AT AT • r w w
~ " ° . ~ EACH END. 8» N tL
^ , ` a - ~ a p.. ' #7 ~ 12" E.W., E.F.
r ~ ~ ' ~ ~ 4 (ALTERNATE ORIENTATION OF BARS BARS)
SHEET NO.
~ ~ f2'_f1" Cf111ARF• I
~ 4" CLEAR, TYP. ~
0 BOLLARD DE DETAIL
i 32
a REVOLVING JIB CRANE ANE WITH TROLLEY AND HOIST NOT TO SCALE ;ALE
W
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DEFINITION SSW-CUT EX. tl'~~/JI~J~ ~..Vf~f ii'~v~ ~ i~vv~vvi'~i..,
Seeding disturbed areas with perennial grasses and (or) legumes to proving a SAW-CUT 1.5" OVERLAY (NOTE 1) pQVEMENT ASPHALT (NOTE 2) /i, ~j~`~~j\~ The controctor shall conform to oll requirements of its of the soil
permanent vegetative cover to lessen runoff and soil erosion. EXIST. FORCE MAIN ~ sedimentotion and erosion control laws and regulatio 36" MIN. COVER, State of North Carolino os estoblished and enforced .gulations of the
PURPOSE PAVEMENT ASPHALT (NOTE) forced by the artment of
To lessen soil erosion and permanently stabilize disturbed areas created bey VARIES TO Land Quality Section of the North Carolina Departme 5~ MIN. - MAINTAIN Environment and .Natural Resources. These requireme CONTINUOUS shall include but not be limited to the following: P Q ju irem en is o Q ;
grading of construction sites. 60 t 10
CONDITIONS WHERE PRACTICE APPLIES ~o°°o°°o°°o°°o° 0 0 0 0 0. o~o~o~ °o~o~o~o~o~o~o~o~o~o°ooooo0 00000 11"~OODp~p~pOp~ O O O 0~00000p000~0p000~0~000~0~0 O O O 0 0 0 0 0 O o o O o O o O O o 0 0 RISING OR 1. All denuded areos are to be seeded and stabilize FALLING GRADE within 15 days of completion of any phase of gro GRAVITY Should conditions exist unfavorable for seeding or ,abilized
All bare soil areas on construction sites which ore not covered by atruct~reS s o 0 0 0 0 0 0 0 » ' ' ~ 6~~ ABC VARIES of grading.
or other erosion control devices. 0 0 0 0 0 0 0 0 0 0 0 o°oaooooooo°o°ooooooo PREPARATION - , 00000000 -•~6 GRA ~ooooo0000000000 _ Y.'• ing or other .,~r
5" BINDER, 119.06 COMPACTED SEW 6" 815.08 BACKFILL SEWER ( intended ground cover, mulch and tack opplication specified below will be required. lication as
Prepare seedbed by ripping, chiseling horrowiny or plowing to depth of sic ~ ` ~ ~ ~ ~ inches so as to produce a loose, friable surface. Remove all stones. 12" ~~j
boulders, stumps or debris from the surface which would prohibit germmolGion BASE MIX ' '~:~NpM~NAL nointoined, repaired
or plant growth. Spread topsoil in o layer 3" - 6" depth. BENCH DETAIL 2• All erosion control improvements shall be maintai and kept working until accep~~~TM~N ~f ro ject.
N.T. ~J. 6'_p• S~ SLOPES M Z
Incorporate into the soil 800 to 1,000 pounds of 10-10-10 fertilizer plus 500 ~'•'NOMINAL ~IINALI' ~ 12" DIA .12». COMPACTED • `
pounds of twenty percent (2090 superphosphate per acre and two tons of . 12": ~;•-..DIA` . SLOPE C/) W Q
dolomitic lime per acre unless soil tests indicate that o lower rote of lir~ne ~ con be used. , VARIES W J W W
Z CL > MEW
Mulch after seeding with 1.5 tons of grain straw per acre and either crimp 4' 12' SURFACE 4' RI 0
straw into soil or tack with liquid asphalt at 400 gallons per acre a : ~ "DRIVEWAYS" SHOULDER ?ER SHOULDER Z Z t~
emulsified asphalt of 300 gallons per acre. 4DWAY" CONSTRUCTION SPECIFICATIONS uj Q ,HT OF WAY HAS BEEN
PLANTS & MIXTURE PLANTING RATE/ACRE PANTING DATES ~ROADWAY Toll Fescue 100-150 Ibs. Aug. , 5 -opt. , 5 STAN DAR D PAV E M (Low Maintenance) Feb. 15 - Moy 1 6" 1. INSTALL THE DIVERSION A5 SOON AS THE RIGHT OF Q
~ 4" pER F? 1 /4_ ~ PER FT CLEARED AND GRADED. ~ Fr 2. DISK THE BASE FOR THE CONSTRUCTED RIDGE BEFO 3. TRACK THE RIDGE TO COMPACT IT TO THE DESIGN 3 4. LOCATE THE OUTLET ON AN UNDISTURBED AREA. AD EE BEFORE PLACING FILL.
E M ENT REPAIR DETAILS S1EEL POST ~ ENCE ~N ~ FT ESIGN CROSS SECTION. 2EA. ADJUST FIELD
N.T.S. i (REQ~O W/~IJRIAP ONLI~ ?T STABLE OUTLET
Tall fescue 200-250 Ibs. Aug. 15 -Oct. 15 Oy~RLAY SHALL BE S9.5A. O Waterways and Feb. 15 -May 1 TO PAVEMENT WIDTH FOR PER 5A. OVERLAY LENGTH SHALL BE EQUAL x ~AB~c 1 ~~ao AREAS.G WHENHNATURALIO RE SUARE NOT D EM DAS p5 ~P~'~ PROVIDE OUTLET PROTECTION. 6" CABC STONE EMED SATISFACTORY, in Lin ~p
?R PERPENDICULAR CROSSINGS, OR AS ~ ~ (NO MARE FENCE REQ'~) Q~ S OF THE DIVERSIONS t~ N 4
SHOWN ON THE PLANS. INST THE PLANS. INSTALL OVERLAY ONLY WERE NOTED ON o o Q`~' i i BacKFlU ~c~+ w~ni so~~ c~ P TYPI C ~ M c MATERIAL AND TAIdPING OR Q• ~ IAINTAINED LEVEL WITH ROADWAY UNTIL ~~WASHED STONE TO 6" nBOVE TABILIZE WITH GRAVEL cV ~ (30 -4 i to
PICAL GRAVEL ROAD SECTION 1 5. IMMEDIATELY SEED AND MULCH THE PORTIONS OF T `L' NOT SUBJECT TO CONSTRUCTION TRAFFIC. STABILIZ AREAS TO BE CROSSED BY VEHICLES. z tJ %0 00 Z ._.J a Z 00 00 --(L CO CL
2. 21A STONE SHALL BE MAINTAI N.T.S. MAINTENANCE
Lawns (High Maint.) ASPHALT IS PLACED. ASPHA Blend of two turf- 200-250 Ibs. Aug. 15 -Oct. 15 EQUAL TO 1.5*EXISTING PAVEI type ta?I Fescues Feb. 15 -May 1 3. BINDER SHALI. BE TYPE 119.O • (9090 and two or ASPHALT SHALL BE S9.5A, THICKNESS ° ~~NO. 5 FOR WEAR AND AFTER p Z ^ `Q p
PAVEMENT THICKNESS (2" MIN.). 6O~ R W PERIODICALLY INSPECT RIGHT OF WAY DIVERSIONS FOR EVERY HEAVY RAINFALL FOR EROSION DAMAGE. IMMEDI SEDIMENT FROM THE FLOW AREA AND REPAIR DIKE. CH AND MAKE TIMELY REPAIRS AS NEEDED. WHEN PERMAN DRAINAGE IS ESTABLISHED AND THE AREA ABOVE THE T IMMEDIATELY REMOVE _ • a <E. CHECK OUTLET AREAS CL .r.
PERMANENT ROAD LO _ x
THE TEMPORARY RIGHT Q < REMOVE THE DIKE AND = U.
more improved 4. STONE BACKFILL SHALL BE C Kentucky bluegrass 6-12" LIFTS. BE COMPACTED TO 95% AND PLACED IN `V g' g' ZOO PAVEMENT 6~ RI OF WAY DIVERSIONS IS PERMANENTLY STABILIZED, REMO SHOULDER FILL THE CHANNEL TO BLEND WITH THE NATURAL GRO OULDER ~ APPROPRIATELY STABILIZE THE DISTURBED AREA. ROUND AND
SHOULDE ERIALS & METHODS SHALL BE IN TEMPORARY SILT FENCE 3
varieties (10%) (high maintenance) 5. ALL PREPARATION, MATERIALS M i~
0T STANDARDS AND SPECIFICATIONS, N.T.S. ~ F~ F~ 1 4" PER FT 1 /4_~PER f T , M ~ F ~ TYPICAL EARTHEN B T N.T.S. BERM
Toll Fescue 100 Ibs. Feb. 15 - Moy 1 ACCORDANCE WITH NCDOT ST and and Aug. 15 -Oct. 15 LATEST REVISION. 1~~
3
Kobe or Korean 20-25 Ibs. Lespedeza O V
i P~',~ ~P EXIST. CHANNEL SLOPE r1:• n 4~ EXIST. CREEK NADTH
50 Ibs./acre Nov. 1 -Feb. 1 (Unscarified)
Tall Fescue 60 Ibs. July and August j~ COMPACTED COWIPACTED ~
BACKFILL j\ BACKFIII Pti 4 ~ , VARIES
Totl Fescue and 30n bs. COMPACTED C_
German Millet or BACKFILL Sudangrass 2 70 Ibs. Nov. 1 -Jan. 30 y\\ y\ : ' ~ ~ ° ~ ~ HAND TAMPED j\ ~ _ HAND TAMPED j~ ~ j~ PROPOSED ~ ~ ~2 1 1/2" S 9.5A SURFACE MIX U ~C~ O ~C~'OG~L~C`~'
and j~~ HAND TAMPED j~ ~ r ' ° j~\ j\ WATERLINE 8~~ C i\ i~ ~ ~ 2" 6 25.06 BASE MIX O 6" #57 STONE OR
Tall Fescue 25 Ibs. 8'~ CABC STONE FILTER FABRIC
and TYPICAL ROAD SECTION EXIST. CREEK BOTTOM SURFACE RIP-RAP LINI N . T. S. STONE SIZE FOR "CROSS-COUNTRY" (OUTFACE) INSTALLATIONS, r.,~+~:sTRtlcnoN troTE M o j Q Zj w AP LINING, co N p~ w w Q o.
Ryegroin 2 8 Ibs. (hulled) April 15 -June 30 j~~ . SIZE VARIES w Q z
15-20 Ibs. (unhulled) Feb. 1 -March 30 % % Common Bermudagrass at
1 For spring seedings, use Scarified Lespedezo seed. For late fall and Z o z
winter seedings, use unscarified seed. NO. 5 OR 57 ~ NO. 5 OR 57 ~ CRUSHED STONE ~ a CRUSHED STONE THE ARV MH SHALL USE A FLAT TOP, WITH THE TOP CONTRACTOR SHALL INSTALL SEWER LINE DURING DR ~~R A MINIMUM OF 8" ABOVE FINISHED GRADE. w~A'MER oN~Y. RIP-RAP LINING SHALL BE INSTALLE ING DRY W ui
2 Annuals such as Millet, Sudangrass and Ryegroin must be kept of 10-12" a IMMEDIATELY FOLLOWING PLACEMENT OF LINE. RIP-R STONE AND PLACEMENT DEPTH SHALL BE OF IZE IN NSTALLED W Z Z~ w W RIP-RAP w Q u j
maximum height. _ ~ _ _ _ . c•. 24" DIA. STD. MH RING & COVER SIZE INDICATED F W (x = V D
LION 'CLASS B" BEDDING CONDITION ~ STONE ENGA$EMtN 1 ROBBING. w v
PERMANENT S E E D I N V ~CIASS D" BEDDING CONDITION 8'~ ABOVE FINISH GRADE UNLESS LESS FOR INSTALLATIONS WITHIN A ROADWAY, A ROADWAY ON PLAN SHEET AT LOCATION OF CHANNEL CROSSIN 'LAN SHOULDER, OR A MANICURED LAWN, THE ARV MANHOLE
MASONRY PLUG BEDDING FOrt D.I. PIPE 0-t2 FEET FEET BEDDING FOR PIPE PIPE 0-12 FEET BEDDING FOR PIPE PIPE OVER 12 FEET DEEP. SHOWN OTHERWISE ON PLAN AND FOR D.I. PIPE 12-20 FEET DEEP AND FOR D.I. PIPE OVER 20 FEET DEEP. SHALL USE A 2 FT. TALL ECCENTRIC CONE SECTION, R i P-RAP DITCH L I N I AND THE TOP SHALL BE FLUSH WITH FINISHED GRADE.
EACH END OF S.S. OR PLASTIC SPIDER NING m
ENCASEMENT PIPE ASSEMBLY TWO PER LENGTH OF +NOTE: NORMAL PIPE BEDDING PIPE MINIMUM ADEQUATELY DDING AS SHOWN IN THESE DETAl1.S SHALL BE INCLUDED IN THE LINEAR FOOTAGE PRICE FOR SEVYER PIPE. N.T.S.
DESIGNED TO MAINTAIN PROPER z
GRADE & ALIGNMENT INDICATED PIPE BEDDING DETAIL RING AND CO 669-KL OR A ~ 2", 4" D COVER SHALL BE USF 0 H
ON PLANS. N . T. S. OR APPROVED EQUAL a. JDARD LETTERING N
Q or 6~~W/ STANDARD SANITARY SE MH STEPS ~ ~ N RY SEWER" W
Q- PIPE OUTLET TO FLAT, FLAT, PIPE OUTLET TO WELL-DEFINED CHANNEL 0
~ NON-DEFINED CHANNEL 4NNEL NOTES 5' DIAMETER
GP Q~Q 1. La IS THE LENGTH OF RIPRAP PRECAST FLATTOP 16" O.C. MAX. w ~ PRE- PRE-CAST GRADE RING,
APRON MANHOLE w F- Z ~ ~ a AS R Z Q J 1 g„ AS REQUIRED, MAX. OF W
2. d=1.5 TIMES THE MAXIMUM STONE 19" ~ a 0
SMOOTH WELDED STEEL ado A A DIAMETER BUT NOT LESS THAN 6". A A z QNa ~
ENCASEMENT PIPE 3. IN AWELL-DEFINED CHANNEL AIR RELEASE z a ~ ~ N In ~ ll~ NO
EXTEND THE APRON UP ON THE O ~ g n ~ oar a
CHANNEL BANKS TO AN AND/OR
~.,SYPICAL ENCASEMENT PIPE SECTION do ELEVATION OF 6" ABOVE THE VACUUM VALVE v~`'i z v a
NT MAXIMUM TALLWATER DEPTH OR TO TOP PF THE BANK,
RECESSED BRASS PLUG PLAN WHICHEVER IS LESS. PLAN ~ ? a° STEPS STEPS TO BE 16" O.C., OCATED ON DOWNSTREAM J
~ do CAP 4. A FILTER BLANKET OR FILTER v o ~ LOCATE z F- a °a SIDE O TAPPING BALL TIDE OF MANHOLE
w La ~~z -La FABRIC SHOULD BE INSTALLED TA
BETWEEN THE RIP-RAP AND SA SADDLE Q
~a~ SOIL FOUNDATION. ~a PROP. PIPELINE VALVE a Q. uj
a e. D
_ -z_- c/) J
E ~ c c~'v o ~ hr
„ p v C S~~R p PE ~ > Q ~ SECTION A S ON A-A FALTER BLANKET d a NOTE: T. Z 0 DIA, MANHOLES SHALL ~ ~
- HAVE FL a. JE FLAT TOP V (n
45' ~P~~~S 4 `4„ D ` R g'~REE~S) ~RE~ PLUG RIP uN~~ ~ PS RE~~ 4" COMBINATION SEAL N~~ SIP-RAP OUTLET PROTECTION W/CAST- a a a ~AST-IN RING dt COVER Z Z Z
N.T.S. FILTER Vb uj 0
vN,FORMC~~o M`N~M~M~ WITH MANUFACTURED 1. CHAIN PIPE TO TUNNEL LINER LINER EVERY 20 FEET WITH A MIN. 3/8" DIAMETER, HIGH SECTION A-A BLANKET 0. C. O _
PLUG STRENGTH CHAIN AND BLOCK ,n NOTES• GROUTING PROCESS. LOCK AS REQUIRED TO PREVENT FLOTATION DURING THE #4 ~ 12" O.C. EA. WAY Y 6"x6" DRAIN W/ 0.5 CY STONE - I~ x
WRAP WITH GEOTEXTILE FABRIC a a LLJ ~ Z
\ 1) ALL 4" SERVICE LINES SHAH BEPLACEO ON MINIMUM ~T THE PIPE BE FILLED WITH WATER DURING THE 60" DIA.. 12 GAGE MIN., crm~W~
~i 4" BEND GRADE OF 29o UNLESS OTHERWISE APPROVED. 2. IT IS RECOMMENDED THAT THE HELP PREVENT THE PIPE FROM FLOATING DURING THE FULLY BITUMINOUS COATED, 2 FLANGE TUNNEL LINER AIR VALVE DETAIL
n 2) WYE CONNECTIONS TO BE USED AS STANDARD. GROUTING PROCESS TO HELP °0 4" WYE CONNECTION SADDLES TO BE USED ONLY WITH ENGINEER'S APPROV GROUT PROCESS. PLATE WITH A MININUM OF N.T.S. n
N 3) WHERE 4" SEWER SERVICE PIPING MUST BE INSTALLED (1) GROUT PLUG PER 4.5 LF LL WZ oM
°O SEWER MAIN ACROSS A ROADWAY, CONTRACTOR SHALL INSTAII. 3, A 100+ psi PLOWABLE FILL IS 'ILL IS RECOMMENDED FOR GROUTING BETWEEN THE (ie. EVERY 3rd RING) BLOCKING AS REQUIRED 4" STEEL PIPE BOLT-DOWN SANITARY SEWER MH LID W/ a oc/) QW
a" D.i. SEWER SERVICE PIPING UNDER THE ROADWAY OUTSIDE OF THE CARRIER PIP ~ BY BORE & JACK METHOD (NO ENCASEMENT PIPE REQ' p~MPED GROUT IS USED, THE R PIPE AND THE INSIDE OF THE TUNNEL LINER. IF A TO PREVENT FLOTATION W BITUM. COATING RUBBER GASKET AND NO VENT HOLES- a ~ PROVIDE PICK GROOVE AT OPPOSITE
THE MAXIMUM GROUT PRESSURE AT THE NOZZLE SHALL DURING GROUTING. W N AND IS SUBMITTED AS A POSSIBLE OPTION FOR FINAL GROUT EDGES. a H`
PROVIDE STD. LETTERS: "SANITARY a° ~ a . 4: ui Z
~ SEWER SERVICE CONNECTION NOT EXCEED 5 psi. ~ 4. THE ABOVE IS NOT A DESIGN SEWER" MH TOP V ~ Q Q
N.T.S. INSTALLATION OF THE TUNNEL JNNEL AND NEW SEWER LINE. THE CONTRACTOR SHALL PROCEDURE AND INSECT SCREEN
PROVIDE A DETAILED DESIGN PROCESS, PREPARED BY AN E SIGN FOR THE TUNNEL. CARRIER PIPE AND GROUT MATERIAL AS APPROVED ~ AN ENGINEER LICENSED TO PRACTICE IN NORTH BY ENGINEER BEFORE a BUTYL RUBBER Z ~ V
FOR APPROVAL PRIOR TO BEGINNING TUNNEL THE GROUTING PROCESS .S N z
~ , \ / CAROLINA, AND SUBMIT FOR ~',y ;`~\j~,~, ;~j 2 INSTALLATION. ALL COSTS A ~ ~ ~ \/~~y~~'~`~~ THE PRICE PERLINEAL FOOT 0 c ~ ~ 4 /\/%\~~~~%~~i ~ t. PREPARE SOIL BEFORE INSTALLING BLANKETS, INCLUDING AP V ' %j 2. BEGIN AT THE TOP OF THE CHANNEL BY ANCHORING THE B ~ 3 ~ ~ ~ BACKFILL ANO COMPACT THE TRENCH AFTER STAPLING. >TS ASSOCIATED WITH THIS DESIGN SHALL BE INCLUDED IN BEGINS W J a MH BASE ~
SOT OF TUNNEL AND/OR CARRIER PIPE. W JOIN w N JOINT DETAIL.
N a n a. N.T.S. cn Z
DING APPLICATION OF LIME, FERTILIZER, AND SEED. » THE BLANKET IN A 6" DEEP X 6" WIDE TRENCH. 3~8 MIN. DIA. CHAIN d 0
ONE (1) EVERY 20 LF 3" J.J. BAND V
M 5 3. ROLL CENTER BLANKET IN DIRECTION OF WATER FLOW ON B ~ ~ 4. PLACE BLANKETS END OVER END (SHINGLE SME) WITH A ao =z . ~ WON BOTTOM OF CHANNEL. MTH A 6" OVERLAP. USE A DOUBLE ROW OF • a • 30" DIAMETER PIPE ATTACHED TO I ~ d
j 6' ~ ~ ~ ; STAGGERED STAPLES 4" APART TO SECURE BLANKETS. OUTSIDE OF _ a
/ ~ r~ ~ ~ 5. FULL LENGTH EDGE OF BLANKETS AT TOP OF SIDE SLOPES i~~~ TRENCH. BACKFlLL AND COMPACT THE TRENCH'AFTER STAPLIN i 6. BLANKETS ON SIDE SLOPES MUST BE OVERLAPPED 4" OVER SLOPES MUST BE ANCHORED IN 6" DEEP X 6" MADE MANHOLE a
5» APLING. 1 "X4" TREATED PIPE SKIDS 1 OVER THE CENTER BLANKET AND STAPLED (2 / o SHEET NO.
- ~ ~ FOR C350 MATTING). 4000 PSI GROUTED INVERT ON NAILED TO CONCRETE
-SNOW 7, IN HIGH FLOW CHANNEL APPLICATIONS. A STAPLE CHECK SLI HECK SLOT IS RECOMMENDED AT 30 TO 40 FOUi LINt ANU IiKAVt (VI' iivrvHL ir INVtK I VK JittL HIVVLCJ 14 GROUT PENETRATION W/~ l
j % INTERVALS. USE A ROW OF STAPLES 4" APART OVER ENTIRE W :NTIRE WIDTH OF THE CHANNEL. PLACE A SECOND RAILS ARE USED) WELDED ON LINE AND 2N. GRADE TO TUNNEL. HYDRAULIC CEMENT
~ ROW 4" BELOW THE FIRST ROW IN A STAGGERED PATTERN. 8. THE TERMINAL END OF THE BLANKETS MUST BE ANCHORED „HORED IN A 6" DEEP X 6" MADE TRENCH. 33
CL ~ BACKFILL AND COMPACT THE TRENCH AFTER STAPLING. "Maw ALE
MANHOLE VENT PRECAST CONCRETE MANHOLE
a 8 NORTH AMERICAN GREEN TEM Z 4. TEMPORARY TUNNEL DETAIL N.T.S. N.T.S.
DITCH LINING INSTALIu4TION Z SON GUIDE N. T. S. OF 34
a N. TS
0

ESTABLISHING VEGETATION CRUSHER RUN CAPAC/TY OF PIPE CUL VFRT
THE WORK INCLUDES SEEDBED PREPARATION, LIMING. FERTILIZING, SEEDING ANO Ml/~~~NG OF ALL DISTURBED AREAS. COURSE AGGR£GA TE EQUALS BANK-FULL FLOW 0 MIN. 10'x10' DEWATER 3 ',Oki` v •
LIME 5HAlL BE DOLOMITIC AGRICULTURAL GROUND LIMESTONE CONTAINING NOT LE~§ TM/W '~N PERCENT MAGNESIUM 6" DEEP .WATERING p
OXIDE. FERTILIZER SHALL BE STANDARD COMMERCIAL PR~UCE OF 10-10-10 ANALYSIS. II~LL FERTILIZER SHALL BE 1/2 D/AMETEK OF P/P£ CLASS "B" STON£ COVL~RED a a ~ ~ BASIN ~ 2:1 SID 2:1 SIDE SLOPE
DELIVERED IN BAGS BEARING THE MANUFACTURER'S NAME, THE CHEMICAL ANALYST; pF THE PRODUCT ANO THE F ~ 12" WH/CH£IiER /S 6REA TER BY tIIRGE ANGULAR ROCK TOP OF BANK ANK V"w
WEIGHT. IF NOT USED IMMEDIATELY AFTER DELIVERY, THE FERTILIZER SHALL 8E S~~RED IN A MANNER NMICH MALL i - . a • r-y ,Q
NOT ALLOW IT TO HARDEN OR DESTROY ITS EFFECTIVENESS. ~EDIIdENT TR GRASS SEED SHALL ~E AN APPROVED MIXNRE BASED ON REGIONAL AND SEASONS CONSIDERATIONS. PURITY OF 1) CLEAR, ENT TRAP CONSTRUCTION SPECIFIGQIONS1` Cj cj C) Cj Cj TEMP. CMP
:LEAK, GRUB, ANO STRIP THE AREA UNDER 1'F~ EY6ANKMENT Of ALL VEGETATION AND ROOT a U G
~ SEED SHALL BE A MINIMUM OF NINETY PERCENT AND THE GERMINATION SHALL 8E A ~A~NIMUM OF EIGHTY-FlVE MAT. REMOV PERCENT. THE SEED LABEL SHALL BE A "CER11FlE0 SEED" LABEL. OR DISPOSE MULCH SHALL CONSIST OF DRY, SMALL GRAIN STRAW, DRY HAY, AND O1HER SUITS /?Np APPROVED MATERIAL. DISPOSAL AR PREPARATION OF SEEDBED 2 ENSURE REMOVE ALL SURFACE SOIL CONT~NING HIGH AIiAOUNTS OF ORGANIC MATTER AND STOCKPILE ~ ~ f _ _ =III=III-~ A
DOSE OF IT PROPERTY. HAUL ALL OBJECTIONA6LE WIATERIAL TO THE DESIGNATED I=III-I (I = = G:~ q'W
SAL AREA. ter. FOiP PJPf SyZ£ -III- I-III-III-I III= I I=III=I I I ~ ~ ~ I I ~ STR oW _ t~
THE SURFACE SHALL BE MApE Sb1007H AND TRUE TO GRADE, THE AREAS SHALL 9E PREPARED BY MEANS OF ~ INSURE THAT FlLL MATERIAL FOR fHE EMBANKb1ENT IS FREE OF ROOTS. WOOOY VEGETA710N. -I I =I I (=III=III=I _ _ III-III- I I- i
DISKING TO A MINIMUM DEPTH OF THREE INCHES. DISKING AND CROSS-DfSICING~ HARROMANG~ OR OTHER APPROVED ORGANIC MAT METHODS OF PREPARATION. SHALL BE CONTII~JED UNTIL A FRIABLE ANO THOROUGHLY PULVERIZED THREE-INCH DEEP EXCEED 9 INC IIC MATTER, AND OTHER OBJECTIOAABLE MATERIAL PLACE 1HE FILL IN LIFTS NOT TO -III-III-III-I =I I (=III=I I = I ~ ~ , TOB
D 9 INCHES AND MACHINE COMPACT IT. OVER FILL THE EMBANKMENT 6 INCHES TO ALLOW -III-III-III! _I==;=I I I_ =III-~ I ( ETTLEMENT. -iii-iii-iii - i ~ i- i i i--iii -i ~ ~~~(II~~~III,~~III~~~III~~~III,,. o Z
SEEDBED IS OBTAINED. CARE SHALL BE EXERCISED IN PREPARATION OF SEEDBEDS ON SLOPES TO KEEP LOOSE SOIL FOR SETTLEM iN PLACE RATHER THAN PERIAIT IT TO ACglt~AULATE AT THE FOOT OF THE SLOPE. SEE08E0 SHALL BE APPROVED Z Lu a
PRIOR TO PLANTING THE SEED. PRIOR TO THE LAST TILLAGE OPERATION. LN~IE AND FERTILIZER SHALL BE BROADCAST 3) CONSTRI WITH AN APPROVED SPREADER OVER THE SEEDBEDS IN ACCORDANCE WITH THE APPFtOPR1ATE SCHEDULE. THE RIP-RAP ;ONSTRUCT THE OUTLET SECTION N THE EIABAI~MCMENT. PROTECT TWE CONNECTION BETM~EEN PROF/LE LLJ W
AFTER THE SEEDBEDS HAVE BEEN PREPARES ANO APPROVED 8Y THE ENgNEER. THE b11XTURE OF GRASS SEED. AS BETWEEN THE IP-RAP AND THE SOIL FROM PIPING BY USING FlLTER FABRIC OR A KEYWAY CUTOFF 1RENCH SANDBAGS CROSSING - I 1' THICK ~!4 ~Ow PIPE WASHED STONE w ONE
SPEdFIED, SHALL BE SOWED BY MEANS OF AN APPROVED SEEDER AT THE APPROPRIATE RATE, THE SEED MI~ORKED * PLACE EN THE RIP-RAP STRUCTURE AND THE SOIL. PLACE THE FIl7ER FABRIC BETWEEN THE RIP-RAP AND SOIL. EXTEND 1FIE FABRIC ACROSS I ~ F[OW
INTO THE SOIL TO A DEPTH OF APPROXIMATELY ONE-HALF INCH AND THEN COMPACTED BY MEANS OF A CULTIPAgCER THE SPILLWAY ROLLER OR OTHER APPROVED EQUIPMENT. ~ + EXCAV ESTABLISHING TEMPORARY VEGETATION EXTENDING UP PILIWAY FOUNDATION AND SIDES TO THE TOP OF THE D/?id: OR ~ CLASS "B" STONE COVERED .r..... Z z t!)
EXCAVATE A KEYWAY TRENCH ALONG THE CENTERLIN OF THE SPILLWAY FOUNDATION DING UP THE SIDES TO THE HEIGHT OF THE OAbI. THE 1RENCH SHOULD BE AT LEAST 2 COi!/RSE AGGREGATE I BY LARGE ANGULAR ROCK 25' 15'
THE TEMPORARY SEEDING OF DENUDED AREAS THAT WILL NOT BE BROUGHT TO FINAL GRADE FOR A PERI00 OF h10RE FEET DEEP A THAN 30 WORKING DAYS BUT LESS THAN ONE YEAR SHALL BE IN ACCORDANCE IMTH THE PREVIOUS SPECIFICATIONS )EEP AND 2 FEET WIDE MATH 1:1 SIDE SLOPES. ' Lu Q ~J
D O 40' CONSTRUCTION EASEMENT
AND THE FOLLOWING APPROPRIATE TEMPORARY SEEDING SCHEDULE. TEMPORARY SEEING SCHEDULES FOR THE 4) CLEAR T PIEDMONT AREAS ARE AS FOLLOWS: FACILITATE SE APPLICATION RATES (LB/AC) 5) ALL CUT :LEAK THE POND AREA BELOW THE ELEVATION OF THE CREST OF THE SPILLWAY TO O~ .l`J FATE SEDIMENT CLEANOUT. o C/)
~ o PLAN ANK 'Q a Lo CO
ALL CUT AND FILL SLOPES SHOULD BE 2:1 OR FLATTER. ~ o 0 0 o ~ ~ o o 0 o POLYETHYLENE FABRIC TOP OF BANK o ON FACE (8 MIL. THICK) Q%
RECOMMENDED SPECIES SEED 10-10-10 AGRICULTURAL SEEING DATES FERTILIZER LIMESTONE 6) ENSURE ;NSURE THAT THE STONE (DRAINAGE) SECTION OF THE EIiABANKMENT HAS A MINIMUdA BOTTOM ~ o 0 0 0 0 N 04 ap ou
JAN 1 -MAY 1 RYEGRAIN ANNUAL 120 750 2000 WIDTH OF 3 F LESPEDEZA (KOBE) 50 SPILLWAY SEC MAY t - AUG 15 GERMAN MILLET 40 750 2ppp OF 3 FEET AND MAXIMUM SIDE SLOPES OF 1:1 THAT EX7EN0 TO THE BOTTOM OF THE ~ o 0 TE ST STREAM ~ TEMPORARY N STONE DAM 4 ' •
'AY SECTION. Z V *o co Z Z co co -
AUG 15 -DEC 30 RYEGRAIN 120 1000 2000 7) CONSTR ESTABLISHING PERMANENT VEGETATION PLANS, WITH THE PERMANENT SEEDING OF DENUDED AREAS SHALL BE PERFORMED NATHIN 15 WORKING DAYS OR 90 CALENDAR THE THICKNES DAYS AFTER FINAL GRADE IS REACHED ANO SHALL BE IN ACCORDANCE MATFI THE PREVIOUS SPECIFICATIONS AND THE THE WEIR MU FOLLOWING APPROPRIATE PERMANENT SEEDING SCHEDULE. :ONSTRUCT THE MINIMUM FINISHED STONE SPILLWAY BOTTOId WIDTH AS SHOWN ON THE U G FLOW ~ TEMP. PIPE, SEE LOCATION IN P4'AN FOR SIZ (L w co e..." CL
WITH 2:1 SIDE SLOPES EXTENDING TO THE TOP OF THE OVER FlILED EMBANKMENT. KEEP _ ~..J ~ Z %0 y
SICKNESS OF THE SIDES OF THE SPILLWAY OUTLET STRUCTURE AT A MINIMUM OF 21 INCHES. Cj ~ y EIR MUST BE LEVEL AND CONSTRUCTED TO GRADE TO ASSURE DESIGN CAPACITY. Q M8" - Imo- TQp ~ BANK 0 a ,
_ ~
LOW MAINTENANCE AREAS ARE MOWED INFREQUENTLY OR NOT AT ALL ANO DO NOT RECEIVE LIME AND FERTILIZER ON MATERIA A REGULAR BASIS. SUCH AREAS MAY INCLUDE STEEP SLOPES, STREAA~I OR CHANNEL BANKS, AND UTILITY A D50 SIZE 0 EASEMENTS. STONE SIZE 0 APPLICATION RATES (LB/AC) WORKED INTO MATERIAL USED IN THE STONE SECTION SHOULD BE AWELL-GRADED IiAIXTURE OF STONE WITH TOP 0~ BANK -~i SIZE OF 90 INCHES (CLASS B EROSION CONTROL STONE IS RECOMMENDED) AND A MAXIMUtiA EX. INV. ~ ~-CROSSING CREEK 10' MIN. O PIPE %0 LL
SIZE OF 14 INCHES. THE STONE MAY BE MACHINE PLACED AND THE SMALLER STONES 25~ MIN. STREAM CHANN D INTO THE VOIDS OF THE LARGER STONES. THE STONE SHOULD BE HARD. ANGULAR, AND CHANNEL Zg' MIN.
SANDBAGS 1
SEEDING MIXTURE GENTLE SLOPES STEEP SLOPES HIGHLY WEATH TALL FESCUE 80 100, WEATHER-RESISTANT. PLAN I//E INSURE THAT THE STONE SPILLWAY OUTLET SECTION EXTENDS DOWNSTREAM PAST THE TOE l~/EW SYNTHETIC FILTER SEC TION A A i~
SERICEA ~ESPEDEZA 20 30 (USE ONLY UNSCARIFIED SEED AFTER AUG 15) 9) ENSURE FABRIC
KOBE ~ESPEDEZa 70 ~O OF THE EMBA 10-10-10 FERTILIZER 1000 1000 ACCEPTABLE AGRICULTURAL LIMESTONE 4000 4000 FLUSH WITH T STREAM. EMBANKMENT UNTIL STABLE CONDITIONS ARE REACHED AND OUTLET VELOCITY IS CONSTRUCT/ON SEQUENCE NOTES•
TABLE FOR THE RECEIVING STREAM.-KEEP THE EDGES OF THE STONE OUTLET SECTION WITH THE SURROUNDING GROUND AND SHAPE THE CENTER TO CONFlNE THE OUTFLOW 1~ EROS/ON STONE TO BE "CLASS R/P-RAP UNLESS DES/6NA TED D/FFER£NTL Y ON rL Y ON PLAN. 'OSS/BLE Q
u. 1. CLEAR SATE. 2) KEY SANDBAGS 8t FlL TER FABR/C /NTO CR££KBANKS AND /NUERTS WHEN POSS/BL ~l OF CONSTRUCT/ON TO PRONDE A TEMPORARY 3) P/PE S/ZE AND NUMBER TO BE D£TERM/NED BY ENG/NEER ON PLAN.
ADDITIONAL SOIL AMENDMENTS WILL ALSO BE USED AS FOLLOWS: 10) DIRECT E 2. PLACE REOU/RED STABLE/ZAT/ON STAVE DOWNSTREAM OF C DIRECT EMERGENCY BYPASS TO NATURAL, STABLE AREAS. LOCATE BYPASS OUTLETS SO D/TCH CROSS/NG WH/LE ST/LL PASS/NG FLOW. TH/S STONE STONE SHALL BE US£O FOR STABLE/ZA AON AFTER 4) SANDBAGS, POL METHYLENE, & TEMPORARY CMP MAYBE DELETED ON ORA/NAGS ~!J/RED TO PROVIDE FOl~ TH£ D/TCH CROSS/NG. WITHOUT ACTII/£ FLOW, AS DIRECTED BY ENG/NEER. NAGS DITCHES.
APPLICATION RATES (LB/AC) =LOW-WILL NOT DAMAGE THE EMBANKMENT. CONSTRUCTION, YET ADD/T/ONAL STONE MAY B£ R£OU~R£D 1
HULLED GERMAN MILLET RYEGRAIN THAT FLOW WI BERMUDAGRASS DONE /N A T/M£L Y MANNER fN~1£N NO EXCESS/ICE 5) CONVERT TO PERMANENT CHANNEL STAB/L/ZA 770N AFTER UT/LI TY L/NE /S /NSTALL UNPROTECTED FOR MORE THAN A 48 HOUR 6~ BACKF/LL OVER P/PE TO BE OF NON-£ROD/BEE MATER/AL (ROCK OR STONE) NSTALLED.
FEB 15 -MAR 21 11) STABILIZ MAR 21 -MAY 1 15 DOWNSTREAM TABIUZE THE EMBANKMENT AND ALL DISTURBED AREAS ABOVE THE SEDIMENT POOL AND 3. CONSTRUCT/ON N7TH/N THE O1TCH BANK SHO[/LD BE DONE STREAM FROM THE TRAP IMMEDIATELY AFTER CONSTRUCTION. FLOW /S PRED/CT£D. THE D/TCH BANK SHALL NOT B£ UNP PER/00, AND FLOW SHALL BE CANTROLL£D BY A TEMPORA :NT TRAP MAINTENANCE END AT ALL T/M£S DUR/NG CONSTRUCT/ON WITH/N THE D/TC 4. AFTER CONSTRUCI)ON AND BACKF/LL/NG Wl'TH/N TH£ 0/TCH ~1PORARY STAVE DEVICE A T THE DOWNSTREAM
MAY 1 -JUNE 15 ~g
JUNE 15 - AUG 15 SEDIMENT TRA rO~CH BA K,KTH£ DOWNSTREAM STONE DEVICE STANDARD SEDIMENTATION CONTROL FOR C nav,SA00/LT/ONA~ /PT ORAP MUS~BE PRO DED DRAINAGE DITCHES 0 R STREAMS DURING R CROSSING
AUG 15 - OCT 25 OCT 25 - FEB 15 INSPECT TEM HIGH MAINTENANCE AREAS ARE MOWED FREQUENTLY, LIMED, AND FERTILIZED REGULARLY, AND EITHER RECEIVE INTENSE SEDIMENT AN USE OR REQUIRE MAINTENANCE TO AN AESTHETIC STANDARD. SUCH AREAS MAY INCLUDE ATHLETIC FIELDS, HOME ACCUMULATED ;T TEMPORARY SEDIMENT TRAPS AFTER EACH PERIOD OF SIGNIFICANT RAINFALL. REMOVE SHALL BE USED TO PR01/l'0£ TH£ RE4UlR£D PERMANENT S :NT AND RESTORE THE TRAP TO ITS ORIGINAL DIMENSIONS WHEN THE ~DIMENT HAS REQU/R£S A TEMPORARY CROSS/NG AFTER STAB/LlZAT10/1/, A JG a CONST,
PEAS. pp,~0.
LAWNS, PARKS, SCHOOLS, CHURCHES, AND RECREATIONAL AREAS. REMOVED IN T IULATED TO ONE-HALF THE DESIGN DEPTH OF THE TRAP. PLACE THE SEDIMENT THAT IS ON-S/TE TO PREVENT 0/STURB/NG THE STABUZEO AREAS. ~Y 0/TCH CROSS/NGS SHALL BE REMOVED AND RIP -RAP PLACE ED BY STONE USED FOR STAB/UZAT/0N.
APPLICATION RATES (LB/AC) GRAVEL FACIN ED IN THE DESIGNATED DISPOSAL AREA AND REPLACE THE CONTAMINATED PART ~ THE 5. AFTER CONSTRUCT/ON lS COMPLETED ALL TEMPORARY 0/TC L FACING. CHECK THE STRUCTURE FOR DAMAGE FROM EROSION OR PIPING. PERIODICALLY AREAS WITHIN THE D/TCH BANK SHALL B£ UN/NH/B/TED BY THE DEPTH OF THE SPILLWAY TO ENSURE IT IS A MINIMUM OF 1.5 FEET BELOW THE LOW LACED N
SEEDING MIXTURE: FEB 1 -MAR 31 MAR 31 - AUG 20 CHECK THE D AUG 20 - OCT 25 AUG 20 - FEB 1 AROUND PIPE INLE YPE STREAM CROSSING SEDIMENT CONTROL 2~ MIN. CLASS "B" FILTER STONE INLET LU W Q
{ BLEND OF 3 OR MORE TURF-TYPE TALL FESCUES 200-250 POINT OF THE OF THE EMBANKMENT. IMMEDIATELY FILL ANY SETTLEMENT OF THE EMBANKMENT TO Q
KOBE LESPEDEZA SLIGHTLY ABO 10-10-10 FERTILIZER 1000 1000 REPLACED IM AGRICULTURAL LIMESTONE 4000 4000 STABILIZED, R Ni7ROGFN(TO BE APPLIED AUG 20-FEB 1 ONLY) 40 WITH THE AD. LY ABOVE DESIGN GRADE. ANY RIP-RAP DISPLACED FROM THE SPILLWAY MUST BE w d w V W W
IZEDi REMOVE THE STRUCTURESAN'DEALL USTABILE SEOIMENT.A SMOOTH PTHE REA TO BLEND TEMPORARY CULVERT TYPE STONE ~ RIP RAP W Z Z ~G lL1 W W W JQ
'HE ADJOINING AREAS AND STABILIZE PROPERLY. N T S. rs ~ _
' o p V
MULCHING Z r? PIPE ~
MULCH SHALL BE WHEAT OR OAT STRAW, OR PEANUT OR GRASS HAY, AND SHALL BE APPLIED AT THE RATE OF 4000 POUNDS PER ACRE TO ALL SEEDED AREAS. MULCH SHALL BE APPLIED UNIFORMLY WITHOUT CLUMPS OR BUNCHES OF ~ ~ ~ ~ w ~ PIPE co
MATERIAL. MULCH SHALL BE APPLIED IMMEDIATELY AFTER SEEDING AND PREFERABLY ON THE SAIiAE WORKING DAY _ °0 0 - Q ~ 0
THAT THE SELECTED AREA IS SEEDED. ANCHOR STRAW BY TACKING WITH ASPHALT, ROVING, OR NE'f71NG BY CRIMPING WITH A MULCH ANCHORING TOOL. ON STEEP SLOPES, USE A DULL DISK HARROW SET SO IT HALL NOT COVER THE 12~~ NCDOT 5 FTI MIN / ~ p - ' 0 8' MIN. 4 0 Z
MULCH. #57 Washe o 0 00
MAINTENANCE AND RESEEDING Stone --~-1.5 ft ~
THE CONTRACTOR SHALL MAINTAIN ALL SEEDED AREAS UNTIL ACCEPTANCE OF THE WORK, BY WATERING. MOWING, AND 1800 cu ft/acre ~1 ~ tooa / a
WEEDING. ANY AREAS WHICH FAIL TO SHOW A SATISFACTORY STAND, FOR ANY REASON WHATSOEVER. SHALL BE RETREATED FOLL0IMNG THE GRASSING PROCEDURE SPECIFIED HEREIN. DAMAGE. RESULTING FROM EROSION, GULLIES, \~G ,o , SECTION PL u~,~~ 0 ~~n NOTES PLAN
WASHOUTS, OR OTHER CAUSES PRIOR TO ACCEPTANCE, SHALL BE REPAIRED BY REFILLING 1MTH TOPSOIL AND Q~~/ . . W 0
RETREATED FOLLOWING THE GRASSING PROCEDURE SPECIFIED HEREIN.
TEMPORARY SEEDING SPECIFICATIONS FOR THE PIEDMONT Cross section filter fabric ^~~'Y~`~- 1. STRUCTURAL STONE SHALL BE CLASS "B'~ STONE AND SHALL BE PAID FOR AT T ~Q~~~ ~ UNIT PRICE PER TON. AT THE CONTRACT
Applicction Rotes (Ib/ac) n-
Recommended Species 10-10-10 Agriculurol Strow ~~i i¢~o J. 'L~~~ 2. SEDIMENT CONTROL STONE SHALL BE N0. 5 OR N0. 57 STONE AND SHALL BE P t~~ - ~ , =-1'` THE CONTRACT UNIT PRICE PER TON. FOOT BELOW THE SHOULDER OR DN ~~""~n~o 3. TOP OF BERM SHALL BE A MINIMUM OF ONE BE PAID FOR AT a
Seeding Dotes Seed Fertilizer Limestone Design Overfill 6~~ for %%~H~ 6" min 0 )R DIVERSION POINT.
settled top venter Wheot 120 4~~ \ 21" min depth settlement TURBED AREA w ,o
Jon. 1 - Moy 1 Annuol Lespedeza 50 750 2,000 ~-3" ~ r o ' 4. A TOTAL SEDIMENT TRAP VOLUME OF 1800f CUBIC FEET PER ACRE OF DISTURBE coarse aggregate ~ 'o SHOULD BE PROVIDED.
(Kobe) 4 FT MIN : ~ side
4.000 ~y 1 „~rmon M~Iot ; _ 750 2.000 5 FT
5 FT ~ g» ` ~ slope max Emergency by-pass 6" below settled top RIP-RAP DONUT INLET PROTECTION
Aug. 15 -Dec. 30 Ry~egroin 120 1,000 2,000 4,000 AX FIL SEQUENCE of CONSTRUCTION 4X FILL ~ Natural °f dam TEMPORARY CON 1:1 side ground N ONSTRUCTION ENTRANCE N.T.s.
Filter 36" MIN N.T.S.
fabric slope max
Stone section Washing - If conditions at the ~t the site are such that most of the mud and sediment MAXIMUM PLACEMENT OF POST USING HOGNARE MATH APPROVED EROSION CONTROL FABRICS TO BE 10 FEET. VARIES (SEE PLAN)
les traveling over the gravel, the tires should be 2' MIN.
1. Obtain groding permit of pre-construction meeting on site. ~ 2. Install stobilized construction entrance/ mud ramp at all construction entrances. TEMPORARY SEDIMENT TRAP are not removed by ~~n~~~es c~a washed. Washing should be don N.T.S. drains into a sediment trap or be used to make washing more ~@ dOft@ Oft all OI'@O stabilized WIt~'1 C~US~"18d St011@ that MAXIMUM PLACEMENT OF POST NATHWT HOG HARE USING APPROVED EROSION CONTROL FABRICS TO 8E POST
ap or other suitoble disposal ereo. A wash rack may also o -,o P 6 FEET TO 8 FEET APART. i more convenient and effective. o~-,o~~o
3. Clear site enough to install erosion control devices. POST METAL T-POST 5 FEET OR 6 FEET IN HEIGHT SILT-FENCE~~~ o SILT-FENCE z J OVER HOG WIRE
4. Install sediment and erosion control devices. 8„~ ~T„P.~ 0~1 Construction Specificvtion ~CltlOflS DEPENDING ON FILL SLOPE, OVER HOG 1MRE ~ V U) a
5. Clear and grade site. 6. Install drainage system. F~ 1. Clear the entrance and exit EARTH BERM tionable material and proper ~ @Xlt area Of a~~ vegetation, POOtS, and other Ob j8C- FABRIC 36 INCHES IN NADTH (MUST MEET ENdNEERS NOTE: Z Z
7. Protect all drainage structures. properly grade it. SPECIFICATIONS FOR EROSION CONTROL) STRUCTURAL STONE SHALL BE ui uj N D
8. Maintain and clean erosion control facilities throughout 2. Ploce the grovel to the spec smooth it. e specific grade and dimensions shown on the pions, and S70NE p4 WASHED STONE TO BE PLACED ~2 INCHES (CLASS "B" STONE FOR EROSION ~ CONTROL PURPOSES. F~ Z W
duration of project. DEEP AT SILT FENCE TOP VIEW
9. Seed site. HOG HARE\- v
10. After all areas have been stabilized, remove all temporary erosion control devices. 3. Provide drainage to carry wa s• 4. Use geotextile fabrics becaus irry water t0 a sedment trop Of other SUitObl6 OUt~Bt. 1 METAL FENCE POST METAL S~ SILT-FENCE` pyER HOGEWIRE FENCE POST p because they improve stobility of the foundation in I ~ SILT-FENCE
i OVER HOG HARE uj ~
o GENERAL MAINTENANCE PROVISIONS locations subject to seepog Maintenance aeepoge or high water table. 1.5 FT. MIN. Z 3:
N U. W Z O
~o Inspect temporary erosion control devices after each period FLOW AFT. 1 2 0 4 ~ A~; r> 0 C/) 0 V
0 of significant rainfall. Check devices for rills, erosion, or INLET ZONE 35% OF SURFACE Maintain the grovel pod in a co Aa~A ing the construction site. This ~TAL POST stone. After each rainfoll~ inspe LY TO VERTICAL FlRST CHA6A8ER It OUt QS necessary. Immediatel T5x OF SURFACE AREA washed, Of tracked onto public ~ a condition to prevent mud or sediment from leav-
~ piping. All areas should be stabilized within 15 working days "HOG WIRE ATTAd~ED TO POSTS MATH LENGTHS This may requuire periodic topdressing wi{h 2-inch SEDIMENT ~ STRUCTURAL STONE 1.S F7. 0
• N after construction in that area. Denuded areas shall not exceed of w~r~ HORItONTAL METAL POS ~ 1000 linear feet without seeding and stabilization. All areas WIRED SEd1RELY TO VER inspect ony structure used to trap sediment and clean CONTROL STONE 6~ ~ MIN. ediately remove all objectionable materials spilled, ~---I N FRONT VIEW - W c/)
O POSTS public roadways.
damaged prior to establishing permanent stabilization shall be CROSS SECTION TEMPORARY STONE O N.T,S. OUTLET ~ cn o Q ~
immediately re-established. BAFFLE INSTALLATION -STEP 1 a E-- q.ASS /1 RIP RAP ~~~R 2SlG pF SURFACE AREA w
Additionally, the following items shall be performed in NOBS" accordance with the spec~f~c construction details on this OUTLET Z01~ a.
sheet: oRivE s' S7EEl P06T AT LEAST 24" INTO SOLID GROUND. 15x OF SURFACE ARE sn
TEMPORARY ROCK CHECK DA1I
w 1. Sediment basins and inlet rotection devices shall be 2. use sTn~.~s APART HORIZONTALLY AND VERTICALLY TO ATTACH THE cleaned when sediment has accumulated to one-half of the 3 ~ TME e ~E~,~,,c To M . ilea 2 to 15-inch sion~ (N.C. D~rtment of 11~aosport~tion dew A ~
~ design depth of the device. The sediment shall be placed ~ S7 ~ clers B erosion control stunt).
~ in the disposal area or applied to the land area. Any 4' za+~~w~ ~~s eE PERSPECTIVE VIEW 's' FENCE AND FABRIC ~ . 1(e~ tM stone into tl~ ditcA bsnk~ sad extend It byood tb~ ~ntawots • w ~ minimum of 18 inches io avoid w~onta from o~erAow around tM Aem•
~ gravel facings contaminated by the sediment shall be replaced SEEDED II~NAEDEA7ELLY AFTER THE BURIED IN TRENCH Construction ~ ~ • rum rew;~
o with clean gravel. s~s~N ~s coNSrnuc~o. TOP OF BAFFLE SHOULD 8E 6~ BELOW THE TOP Of THE BERwI foundelion. Specifications Z ~p ~e ~e .t ~t Y fi~ha bdo~ na{~ p'~~ ~~e~
W 2, Rip-rap, silt fence, and earth berm diversions shall be cuT s" s~,~ M TME ~NC~ lOTI011 8HI6AY fallUll HE FENCE FE ALONC ~ _CLEAN WT WHEN SEDMENT Q•~• CROSS SECTION .b~ the dam abets tAe eMnael Dsnks.
inspected for erosion, displacement, breaks, overruns, and FABRIC WITH A KIIFE ALONG IN EVERY REACHES THIS LEVEL BApcFIl1,ED AND ' iFFIE HOG r er-r~ss 3. Fa~tand stone st lesat 1.5 tl beyond !6e diteA E~nts io ke~P 6' BBAl1 Eb7'~ED overflow water irnm andar+~utW~ the dam as H re-enters the ch~nael.
excessive sedimentation. These damages shall be re aired T?~E ~n~ ~ M EVERY P onaER scums aF n~ ?+oc L.. __1.._...... 14. .J......... L.. :t.-. .~le~.:wn nnnrli4inn WIRE VERTICALLY AID ~ ~ (AMPACIED ¦ 14 n _I nor or n~ SHEET NO.
j_ vy rCtuimn icy lim ucvi%.c w ita vcaya.v..... - V HORIZONTALLY ~ a' Maintenance baqWt ~ and channels for dump after each *wWff °''0t-
~ 3. Seeded areas eroded prior to permanent stoblization shall anticipate submergence and aepositiop above the dick dam and .ro.ion from high flows around the edges of the dim. Cornet all dUmtp 7. U
° be regraded as necessary, reseeded and mulched until a i suitable surface is achieved. ni6cant erosion occurs between dms. Install a prolactiN ripep liner in that portion of the channel (practice 8.31. Rfprsp-lined and paved channels).
a BAFFLE IN 'LE INSTALLATION -STEP 2 CLASS B Remove eedfinent accumulated behind the dam a nNdW to prevent damage 34
w N1MAL_ CWID to channel velitsiion, allow the channel to drain tAratgh the done cheek dam,-
z BA and prevent large !tows from carrying adimmt over the dim. Add stones to
BAFFLED TEMPORARY SEDIMENT TRAP STONE SECTION dams a needed to maintain design height and crm section. OF 34
Z N.T.S.
a 0