20011197 Ver 1_Complete File_20020808

\o??v
O T
Michael F. Easley, Governor
William G. Ross Jr., Secretary
North Carolina Department of Environment and Natural Resources
Gregory J. Thorpe, Ph.D.
Acting Director
Division of Water Quality
February 25, 2002
Rutherford County
DWQ Project 4 01-1197
APPROVAL of 401 Water Quality Certification
Delbert Pitman
460 Glover Road
Ellensboro, NC 28040
Dear Ms. Pitman:
You have our approval, in accordance with the attached conditions, to place fill material in 149.5 feet of streams
for the purpose of constructing the Pitman dam (Max Crowe dam) as you described in your revised application dated
February 125. 2002. After reviewing your application, we have decided that this fill is covered by General Water
Quality Certification Number 3287 This Certification allows you to use Nationwide Permit Number 39 when the
Corps of Engineers issues it. In addition, you should get any other federal, state or local permits before you go ahead
with your project including (but not limited to) Sediment and Erosion Control, Coastal Stormwater, Non-Discharge
and «'ater Supply Watershed regulations: Also this approval will expire when the accompanying 404 or CAMA
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 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. This
approval shall expire when the corresponding Nationwide Permit expires or as otherwise provided in the General
Certification. If total wetland fills for this project (now or in the future) exceed one acre, 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.
If you do not accept any of the conditions of this certification, 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 of Administrative Hearings, P.O. Box
2744-. Raleigh, N.C. 276 1 1-7447. This certification and its conditions are final and binding unless you ask for a
hearins.
This letter completes the review of the Division of Water Quality under Section 401 of the Clean Water Act. If
you have any questions, please telephone John Dorney at 919-733-1786 or Mike Parker at our Asheville Regional
Office at 828-251-6209.
Attachment
cc: Corps of Engineers Asheville Field Office
Asheville DWQ Regional Office
File Copy
Central Files
Jonathan Hollifield, Odom and Associates
S' erely,
er.T ,P.
Wetlands.' 01 Un:t 1650 Mail Service Center Raleigh, NC 27699-1650 Ph: [phone] Fax: [phone]
N'DEhR
Customer Service
1 800 623-7748

10 Odom
&.Associates
Engineering, Inc.
REGISTERED MAIL
February 15, 2002
Mr. Robert Ridings
Division of Water Quality
2321 Crabtree Boulevard
Parkview Building
Suite 250
Raleigh, North Carolina 27604
RE: Pitman Dam Design Corrections
Ruth ouny, North Carolina
D Q# 011197 J
Dear Mr. Ridings:
Per our phone conversation, please find enclosed seven (7) copies of the revised Pitman
Dam profile design. The following changes were made to the drawing:
1. Design changes were made to reduce the stream disturbance length to less than
150 linear feet, thus eliminating the need for mitigation (Total impact equals
134.69 feet).
Additionally, the $475.00 fee for the Max Crowe Dam Design project (DWQ# 011749) is
included in this mailing.
Should you have any questions or comments regarding this matter, please do not hesitate
to give me a call.
Sincerely,
(;?2?q2?e ?-
Jonathan F. Hollifield
152 East Main Street 9 Forest City, North Carolina 28043 • [phone] • Fax [phone]
QG
? ?r
>
o -c
Certified Mail Return Receipt Requested
Delbert Pitman
460 Glover Road
Ellensboro, 28040
Dear Mr. Pitman:
Michae
William G. Ross, Jr.,
Department of Environment and Natural Re
Gregory J. Thorpe, Ph.D., Acting L
Division of Water (
September 20, 2001
Re: Pond Construction
Rutherford County
DWQ # 01h97
The Division of Water Quality has reviewed your submittal for a 401 Certification for the subject project. Based on the
meeting between Staff from our Asheville Regional Office and John Hollifield of Odum and Associates, on September 10,
2001, the pond will be reconfigured to reduce the impacts. It is our understanding that new plans will be submitted to the
Division that reflect these changes. This information is needed by DWQ in order for us to decide whether this project is
approvable.
I can be reached at 919-733-1786 if you have any questions. Until this information is received, I will place this project on
hold due to incomplete information (15A NCAC 2H .0507(a)(4)).
Sincerely,
John R. Dorney
Water Quality Certification Program
cc: Asheville DWQ Regional Office
Fife
Central Files
North Carolina 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)
919-733-1786 (phone), 919-733-6893 (fax), http://h2o.enr.state.nc.us/ncwetiands/
MEMORANDUM
TO: John Dorney Regional Contact:
Non-Discharge Branch WO Supervisor:
Date:
SUBJECT: WETLAND STAFF REPORT AND RECOMMENDATIONS
Facility Name Delbert Pittman
Project Number 01 1197
Recvd From APP
Received Date 8/8/01
Recvd By Region
Project Type pond construction
County Rutherford
County2
Region Asheville
Certificates _ Stream Impacts (ft.)
Permit Wetland Wetland Wetland Streai i ,res Feet
ME
Type Type Impact Score Inde) ? eq. Req.
- -
39 Stream O YO N ?
9-46 870.00 r

F7 ON
?? Ala

Mitigation Wetland
MitigationType Type Acres Feet

Is Wetland Rating Sheet Attached? O Y ON Did you request more info? O Y ON
Have Project Changes/Conditions Been Discussed With Applicant? O Y O N
Is Mitigation required? O Y O N Recommendation: O issue O Issue/fond O Deny
Provided by Region: Latitude (ddmmss)
Comments: ?.?
Longitude (ddmmss)
cc: Regional Office Page Number 1
Central Office
Draft - for Internal Review and Comments
Date:
To: ?RRO
?FRO
?WaRO
?WiRO
?WSRO
?ARO
)9ARO
Steve Mitchell
Ken Averitte
Deborah Sawyer
Joanne Steenhuis
Jennifer Frye
Mike Parker
Pete Colwell
qr?
Triage Check List
t1l t
Project Name
_?/k.? t?l?r p0
DWQ Project mber_ V/ - //9
County ?d _
Comments due in Central Office by: _
From: I=d C, y-. 34tw%- ?%[ 4 G Telephone [phone]t';-"5
The file attached is being forwarded to you for your evaluation. Please call if you need
assistance.
X, length impacted
? Stream determination
? Wetland determination and distance to blue-line surface waters on USGW topo maps
S Minimization/avoidance issues
? NW 14
? Neuse Buffer Rules
? Pond fill (is the pond drained or holding water)
? Mitigation Ratios
? Ditching
? Are the stream and or wetland mitigation sites available and acceptable?
? Check drawings for accuracy
? Is the application consistent with pre-application meetings?
? Cumulative impact concerns

Cppy
. 64"cc..n cA, tee,!
1
1
I
1
1
1
1
1
1
A
1
1
1
1
1
1
1
1
PRELIMINARY ENGINEERING REPORT
POND AND DAM DESIGN
Prepared for:
Delbert Pitman
June, 2001
Prepared by:
19 Odom
&Associates
Engineering, Inc.
Post Office Box 1787
Shelby, North Carolina 28152
4
Fi?F?oPr
()11197
r ? ?! I
RRQ ??S p IoN
WATT
Nor'glwhamo ver5i'09
1
1
1
1
1
1
TABLE OF CONTENTS
1. PROJECT DESCRIPTION
II. SOILS
III. SUPPORTING CALCULATIONS
Figure 1. 2-Year Storm Event Hydrograph
Figure 2. 2-Year Storm Event Non-Routed and Routed Hydrographs
Figure 3. SCS Peak Discharge Method for a 50-year Storm Event
Figure 4. 50-Year Storm Event Hydrograph
Figure 5. 50-Year Storm Event Non-Routed and Routed Hydrographs
Figure 6. Maximum Water Elevation Due to a 50-year Storm Event
Figure 7. Outflow Capability Based on Water Elevation
Figure 8. Buoyancy Calculations
IV. APPENDIX A: SPECIFICATIONS
V. APPENDIX B: PCN APPLICATION FORM
VI. APPENDIX C: EROSION CONTROL PLAN

I. PROJECT DESCRIPTION
The purpose of this project is to construct a small pond north of the Town of Ellenboro, North
Carolina. The dam is of sufficient size to require permitting by the state, and after a dam
classification study executed by this office it has been classified as a low hazard class, small
dam.
' The elevations shown on the drawing are based on an assumed datum and do not reflect the true
elevation above sea level. Based on the assumed datum, the spillway discharges the flow at an
elevation of 436 feet with a top of dam elevation of 458 feet thus resulting in an effective dam
' height of 22 feet. The top of water elevation will be 455 feet resulting in a total pond area of
approximately three and one-quarter (3.25) acres. Assuming the average depth of the pond is
equal to 40% of the dam height (i.e., 8.8 feet), the pond size in acre-feet would be 28.6 acre-feet.
Regarding the actual design of the dam, a 20-foot wide private road has been designed to cross
the crest to allow access to both sides of the pond. In addition, the upstream embankment will be
a 2:1 slope and the downstream embankment will have a 3:1 slope for ease of maintenance. The
emergency spillway is a 60-foot wide channel placed in the crest of the dam and is 1.5 feet deep.
The channel will be concrete lined due to the significant 50-year storm flows it will be required
' to pass.
Ii. SOILS
I Soil studies will be performed on-site by the engineer at the time of excavation.

1

e

1 III. SUPPORTING CALCULATIONS
The following calculations were performed using both a spreadsheet designed to calculate storm
flows as well as the program "Hydroflow Hydrographs". The spreadsheet was designed to
calculate the storm flows based on the SCS method of floodwater runoff. The values obtained
from the spreadsheet were then used in the Hydroflow program to design the spillways size(s).
Included in this section is a copy of the spreadsheet output as well as four graphs from the
Hydroflow program displaying the hydrograph of the routed and non-routed storm flows, water
surface elevation vs. time, and discharge capability vs. water elevation. Based on the derived
information, the 50-year storm event can be carried in the emergency spillway comprised of a
60-foot wide trench 1.5 feet deep lined with concrete. Lastly, a spreadsheet was created to
calculate the necessary weight required to offset the buoyancy of the standpipe. The above
information is located on the following pages.

1
1

Fl,
r?

1

1

a

IJ

I FIGURE 1: 2-YEAR STORM EVENT HYDROGRAPH
The following hydrograph displays the discharge (in cubic feet per second) due to a 2-year storm
event. The information used to plot this hydrograph was derived in the Hydroflow program.

f

i
i
i
i
Hydrograph Plot
English
Hyd. No. 1
Pitman SCS Discharge
Hydrograph type = SCS Runoff
Storm frequency = 2 yrs
Drainage area = 600.00 ac
Basin Slope = 8.6%
Tc method = LAG
Total precip. = 4.00 in
Storm duration = 24 hrs
Peak discharge = 78.45 cfs
Time interval = 6 min
Curve number = 55
Hydraulic length = 6780 ft
Time of conc. (Tc) = 98.8 min
Distribution = Type II
Shape factor = 484
Total Volume = 1,168,286 cult
0
1 - SCS Runoff - 2 Yr - Qp = 78.45 cfs
J

1
w
FIGURE 2: 2-YEAR STORM EVENT NON-ROUTED AND ROUTED
HYDROGRAPHS
The following hydrograph displays both the 2-year storm not routed through the pond as well as
the 2-year storm routed through the pond. When routed, the peak flow due to the 2-year storm is
55.76 cubic feet per second. Complying with state design criteria, the 2-year storm event can be
handled by the primary spillway comprised of 24" and 30" pipe.

t
11
i
1
I
Hydrograph Plot
English
Hyd. No. 2
Hydrograph type = Reservoir
Storm frequency = 2 yrs
Inflow hyd. No. = 1
Max. Elevation = 456.59 ft
Storage Indication method used
Peak discharge = 55:76 cfs
Time interval = 6 min
Reservoir name = Pitman Dam
Max. Storage = 279,368 cuft
Total Volume = 1,168,284 cuft
2 - Reservoir - 2 Yr - Qp = 55.76 cfs
c?

1
1

L
1-1
FIGURE 3: SCS PEAK DISCHARGE METHOD FOR A SO-YEAR STORM
EVENT

1
Storm Flow Calculation Utilizing the SCS Peak Discharge Method
Town of Ellenboro, North Carolina
This document calculates the flow for a 50-year, 24-hour storm event in Elienboro, North Carolina, using the SCS method.
The area in question is comprised of approximately 600 acres of land with a soil classification of B. The hydraulic length
(maximum length of water flow) is approximately 6780 feet with an average slope of 8.55%. The land in this area has the
following characteristics:.
Type Description of Terrain % of Total CN Value
Type I Wooded 100% 55
Type II None Listed N/A N/A
Type III None Listed N/A N/A
Type IV None Listed N/A N/A
Type V None Listed N/A N/A
In addition to the above information, data must be extracted from tables that can be found in the 'Erosion and Sediment
Control Planning and Design Manual' published by the North Carolina Department of Environment and Natural Resources.
All references in the equations below refer to this manual.
' Based on the soil and land types listed above, the CN can now be calculated. Based on the given information as well as
chosen CN values from Table 8.03b, page 8.03. 10 in the reference, the final CN value is calculated to be:
Type Description of Terrain % of Total CN Value % Total x CN Value
TypeI Wooded '100% 55 55
Type II None Listed N/A N/A N/A Please Note: The column "% Total x CN
Type III None Listed N/A N/A N/A Value" is summed to give the Final CN
Type IV None Listed N/A N/A N/A Value
Type V None Listed N/A N/A N/A
Final CN Value >>> 55
Based on the area in question (Elienboro, North Carolina), the rainfall amount during a 50-year, 24-hour storm is 6.9 inches
(Reference, Figure 8.03). In addition, the average runoff depth is 1.8 inches (Reference, Page 8.03.17, Table 8.03c).
Lastly, the equivalent drainage area based on the hydraulic length of 6780 feet is 350 acres (Reference, Page 8.03.18,
Figure 8.03p).
Determining Q
' We first determine our peak discharge (140 CFS/Inch) using Table 8.03q, and multiply it by our runoff depth of 1.8 inches to
get our initial flow.
Q, = 140 CFS/Inch x 1.8 inches = 252 CFS
The following equation takes into account the equivalent acreage vs. the actual acreage based on the hydraulic length.
Q2 = 252 CFS x (600acres/350acres) = 432 CFS
' We will next use the impervious factor of 1 (Reference, Page 8.03.21, Figure 8.03r) to modify the flow.
Q3 = 432 CFS x 1 = 432 CFS
¦ To adjust for the watershed slope, we will use a slope adjustment factor of 1.02 (Reference, Page 8.03.23, Table 8.03d)
' Q4 432 CFS x 1.02 = 440.7 CFS
Lastly, we must adjust for any ponding effects impacting our flow with an adjustment factor of 1 (Reference, Page 8.03.24,
Table 8.03e)
Q = 440.7 CFS x 1 = 440.7 CFS

iummary
3ased on the above equations and adjustment factors found in the reference, the flow for a 50-year, 24-hour storm event it
his particular area of Ellenboro, North Carolina, would be 440.7 CFS.

1
J

I

I
FIGURE 4: 50-YEAR STORM EVENT HYDROGRAPH
' The following hydrograph displays the discharge (in cubic feet per second) due to a 50-year
storm event. The information used to plot this hydrograph was derived in the Hydroflow
program. Since the peak flow value was roughly the same using the Hydroflow program (437.65
' cfs vs. 440.7 cfs), this value was used in all additional calculations.
I
I
1
1
1
1
1
1
1
1
1
1
1
1
1
1
Hydrograph Plot
English
Hyd. No. 1
Pitman SCS Discharge
Hydrograph type = SCS Runoff
Storrn frequency = 50 yrs
Drainage area = 600.00 ac
Basin Slope = 8.6%
Tc method = LAG
Total precip. = 7.00 in
Storm duration = 24 hrs
Peak discharge = 437.65 cfs
Time interval = 6 min
Curve number = 55
Hydraulic length = 6780 ft
Time of conc. (Tc) = 98.8 min
Distribution = Type II
Shape factor = 484
50
40
30
CY
20
10
0 5 10 15 20
Time (hrs)
/ Hyd. 1
Total Volume = 4,683,583 cuft
25 30
1 - SCS Runoff - 50 Yr - Op = 437.65 cfs
1

t FIGURE 5: 50-YEAR STORM EVENT NON-ROUTED AND ROUTED
HYDROGRAPHS
1 The following hydrograph displays both the 50-year storm not routed through the pond as well as
the 50-year storm routed through the pond. When routed, the peak flow due to the 50-year storm
is 421.83 cubic feet per second. Complying with state design criteria, the 50-year storm event
(421.83 CFS) can be routed through the combination of the primary spillway comprised of 24"
and 30" pipes and the emergency spillway comprised of a concrete lined 60'x1.5' channel.
J

I
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
Hydrograph Plot
English
Hyd. No. 2
Hydrograph type = Reservoir
Storm frequency = 50 yrs
Inflow hyd. No. = 1
Max. Elevation = 457.95 ft
Storage Indication method used
Peak discharge = 421.83 cfs
Time interval = 6 min
Reservoir name = Pitman Dam
Max. Storage = 519,677 cuft
Total Volume = 4,683,579 cult
2 - Reservoir - 50 Yr - Qp = 421.83 cfs
CY
/ Hyd. 1 / Hyd. 2

0 10 20 30 40
Time (hrs)

1
1

' FIGURE 6: MAXIMUM WATER ELEVATION DUE TO A 50-YEAR STORM
EVENT
The following chart displays the maximum water elevation during a 50-year storm event. This
procedure was performed to assure no overtopping of the dam would occur in the event of such a
storm. Overtopping of the dam could potentially lead to severe erosion and possibly dam failure.

11

1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
Hydrograph Plot
English
Hyd. No. 2
Hydrograph type = Reservoir
Storm frequency = 50 yrs
Inflow hyd. No. = 1
Max. Elevation = 457.95 ft
Peak discharge = 421.83 cfs
Time interval = 6 min
Reservoir name = Pitman Dam
Max. Storage = 519,677 cuft
Storage Indication method used.
Total Volume = 4,683,579 cuR
2 - Reservoir - 50 Yr - Max. El. = 457.95 ft
458.
457.
456.
>
w 456.
455.
455.0 J-

10 20 30 40
Time (hrs)

FIGURE 7: OUTFLOW CAPABILITY BASED ON WATER ELEVATION
' The following chart displays the maximum flow capacity of the entire piping system (primary
and emergency) based on the water elevation above the spillway.
1

11

Pitman Dam
3.
2.
2.
? 1.
Cu
0.
0._
0
100 200 300
Discharge (cfs)
400
/ Total
/ Culv A
/ Culy B
/ Culy C
/ Culv D
Weir A
/ Weir B
/ Weir C
/ Weir D

FIGURE 8: BUOYANCY CALCULATIONS

i
i
Anti-Flotation Calculations
The following information is a calculation to determine the necessary area and weight required to offset the
buoyancy force of the standpipe in dam construction. The exact displacement is calculated and then a safety
factor is used to determine the final weight and concrete volume required. These calculations are based on the
average value of concrete density of 150 pcf.
In this scenario, the standpipe diameter is 30 inches with a total length of 19 feet. Below is the calculation of
the displaced water volume, weight of the water in pounds, and the cubic yards of concrete required to offset
this buoyancy force.
Displaced Water Volume
V = (Pi)(r2)(1) _
Weight of Displaced Water
W = (V)(density) =
Required Volume of Concrete
V = (weight)1(density)(27 cf/cy) =
(pi][1.25 ft][1.25 ft][19 ft] = 93.3 cubic feet
(93.3 cq[62.4 pcf] = 5819.8 pounds
[5819.8 lbs]1(150 pcq[27 cf/cy] = 1.437 cubic yards
Now that we have the exact figure to offset the buoyancy force, we can now apply the chosen safety factor of
1.25 to determine the volume of concrete required.
V = (initial volume)(safety factor) = [1.437 cy][1.25] = 1.7962 cubic yards

APPENDIX A: SPECIFICATIONS

' SMALL DAM CONSTRUCTION SPECIFICATIONS
' 1. SITE PREPARATION
' The site shall be shaped and prepared prior to the placement of earth fill. Once the clearing and
grubbing limits have been identified, all trees, stumps, logs, snags, shrubs, rubbish, and debris shall
be removed. Trees shall be cut as near to the ground as conventional equipment will permit. All
' stumps and roots having a diameter of one inch or greater shall be grubbed out to a depth of one
foot below the ground surface. Any fences encountered within the grubbing limits shall be
removed as part of the clearing and grubbing operation. All material removed as part of the
' clearing and grubbing operation shall be burned. All disposal of material by burning shall be in
strict accordance with applicable state law and local ordinance.
' All channel banks and steep areas within the foundation area of the dam shall be shaped to a slope
of 1:1 or flatter. The foundation shall be stripped of topsoil and undesirable material. After
stripping, the foundation area shall be prepared to assure proper bond with the fill material by
removing loose dry material, scarifying, disking, adjusting the moisture, and compacting the
foundation material as necessary, prior to the placement of the fill material.
' 2. EXCAVATION

The cutoff trench shall be excavated to remove and sand, gravel, and other permeable material.
The actual depth of the cutoff trench shall be determined in the field by the engineer to ensure all
unsatisfactory material is removed. Suitable materials obtained from the required excavations may
be used in the embankment. Unsuitable material shall be disposed of in an area designated by the
engineer.
3. EARTH FILL
All fill material shall be free from sod, brush, roots, frozen soil, rocks over 6 inches in diameter and
other objectionable material. The distribution and gradation of materials shall be such that there
will be no lenses, pockets, streaks, or layers of material differing substantially in texture or
gradation. The more plastic and impervious material shall be placed in the center portions of the
fill. Fill shall not be placed until the foundation area is free of standing water and is properly
grubbed, shaped, and scarified. The moisture content of the fill material shall be such that the fill
can be satisfactorily compacted and shall be within plus or minus 3% of optimum. Optimum
moisture shall be as defined by ASTM D 698, Method A. The placing and spreading of fill shall be
started at the lowest point of the foundation and shall be brought up in approximately horizontal
layers. The maximum thickness of a layer before compaction shall be 8 inches. The entire surface
of each layer shall be compacted by at least three passes of a standard tamping roller. Fill placed
within two feet of the pipe or any structure shall be placed in layers not to exceed four inches thick
and compacted to a density equivalent to that of the surrounding fill by means of hand tampering or
manually directed power tampers. Heavy equipment shall not be operated within two feet of any
structure.

l

4. PIPE SPILLWAY
The spillway barrel and riser pipe will be 14 gauge CMP and 12 gauge CMP,
respectively.
Fabrication and installation of the pipe spillway shall be as specified on the
drawings and as required by specification. The pipe conduit shall be placed on a
firm foundation to the lines and grades shown on the plans. Installation shall be
performed in a skillful and workmanlike manner in accordance with the
manufacturer=s recommendations. Prior to laying the pipe, a foundation trench
shall be prepared for the pipe by filling approximately two inches above grade with
compacted material. The foundation area for the pipe shall then be excavated to
approximately 1 inch below the planned invert elevation for the pipe and shaped to
conform to the outside diameter of the pipe. One inch of select impervious moist
material shall be placed in the shaped foundation trench immediately prior to
placing the pipe.
The pipe shall then be placed to line and grade and firmly and uniformly bedded in
the foundation trench throughout its entire length with select impervious moist fill
material. The area supporting the joints shall be over excavated as necessary to
allow for assembly and to ensure that the pipe barrel is uniformly supported by the
soil bedding. Select moist backfill material shall be placed and hand compacted
around the pipe conduit at approximately the same rate on both sides of the pipe.
Compaction around the bottom half of the pipe must be firm to fill all voids, but
extreme caution must be exercised to prevent damage, movement, uplift or
deflection of the pipe.
' 5. DRAIN FILL- N/A
6. DRAIN PIPE- N/A
' 7. SEEDING-
' Subsoil shall be prepared to eliminate uneven areas and low spots. Lines, levels,
profiles and contours must be maintained. Make changes in grade gradual and bend
slopes into level areas. Remove foreign materials, weeds and undesirable plants
' and their roots and remove any contaminated sub-soil. Scarify subsoil to a depth of
3 inches where topsoil is to be places. Repeat cultivation in areas where equipment
used for hauling and spreading topsoil has compacted the sub-soil.
' Spread topsoil to a minimum depth of 8 inches over area to be seeded and rake until
smooth. Place the topsoil during dry weather and on unfrozen subgrade. Remove
' vegetable matter and foreign non-organic material from topsoil while spreading.
Grade the topsoil to eliminate rough, low or soft areas and to ensure positive
drainage. Install edging at periphery of seeded areas in straight lines to consistent
' depth.
w
i
i
i
i
i
SEEDING SPECIFICATIONS
PERMANENT SEEDING
GRASS LINED CHANNELS
Tall Fescue ..........................................................................................................175-200 lb/ac
Kentucky Bluegrass ..................................................................................................... 20 lb/ac
Rye ............................................................................................................................... 40 lb/ac
Lime ......................................................................................................................... 4000 lb/ac
10-10-10 fertilizer ....................................................................................................1200 lb/ac
Straw ........................................................................................................................ 4000 lb/ac
ALL OTHER SURACES
Tall Fescue .................................................................................................................130 lb/ac
Kobe lespedeza ............................................................................................................ 10 lb/ac
Rye ............................................................................................................................... 40 lb/ac
Lime ........................................................................................................................4000 lb/ac
10-10-10 fertilizer ....................................................................................................1000 lb/ac
Straw ........................................................................................................................ 4000 lb/ac
TEMPORARY SEEDING
SUMMER (May 15-Aug 15)
German millet .............................................................................................................. 40 lb/ac
FALL (Aug 15-Dec 15)
Rye (grain) .................................................................................................................120 lb/ac
WINTER/EARLY SPRING (Feb 1-May 15)
Rye (grain) .................................................................................................................120 lb/ac
Korean lespedeza ......................................................................................................... 50 lb/ac
Lime ......................................................................................................................... 2000 lb/ac
10-10-10 ..................................................................................................................... 750 lb/ac

I]

7

APPENDIX B: PCN APPLICATION FORM

N ,
vdt?f ? y?>c;uu
' bYATFR OUr?t?i ? S! t , t;
.tee, ?._.. ..
O
??wAr?9
4G
~I
'C
_-00001M.-
011197
Pre-Construction Notification (PCN) Application Form
For Section 404 and/or Section 10 Nationwide, Regional and General Permits, Section 401
General Water Quality Certifications, and Riparian Buffer and Watershed Buffer Rules
This form is to be used for projects qualifying for any of the U.S. Army Corps of Engineers' (USACE)
Nationwide, Regional or General Permits as required by Section 404 of the Clean Water Act and/or
Section 10 of the Rivers and Harbors Act, and for the North Carolina Division of Water Quality's
' (DWQ) associated General 401 Water Quality Certifications. This form is also to be used for any
project requiring approval under any Riparian Buffer Rules implemented by the N.C. Division of Water
Quality. This form should not be used if you are requesting an Individual 404 Permit or Individual 401
Water Quality Certification. The USACE Individual Permit application form is available online at
httv://Y,,ww.saw.usace.army.mil/,.vetlands/Penii--api).htrrL
The USACE is the lead regulatory agency. To review the requirements for the use of Nationwide,
Regional or General permits, and to determine which permit applies to your project, please go to the
USACE website at http://www.saw.usace.annv.mil/wetlands/reZQur.htm, or contact one of the field
' offices listed at the end of this application. The website also lists the responsible project manager for
each county in North Carolina and provides additional information regarding the identification and
regulation of wetlands and waters of the U.S.

f

The DWQ issues a corresponding Certification (General or Individual), and cannot tell the applicant
which 401 Certification will apply until the 404 Permit type has been determined by the USACE.
Applicants are encouraged to visit DWQ's 401/Wetlands Unit website at
h"://h2o.enr.state.nc.us/ncwetlands to read about current requirements for the 401 Water Quality
Certification Program and to determine whether or not Riparian Buffer Rules are applicable. The
applicant is also advised to read the full text of the General Certification (GC) matching the specific 404
Permit requested. In some cases, written approval for some General Certifications is not required,
provided that the applicant adheres to all conditions of the GC. Applicants lacking access to the intemet
should contact DWQ's Central Office in Raleigh at [phone].
Trout Waters Coordination - Special coordination with the North Carolina Wildlife Resources
Commission (NCWRC) is also required for projects occurring in any of North Carolina's twenty-five
counties that contain trout waters. In such cases, the applicant should contact the appropriate NCWRC
regional coordinator (listed by county on the last page of this application).
Page 1 of 12
1

CAMA Coordination - If the project occurs in any of North Carolina's twenty coastal counties (listed on
' the last page of this application) the applicant should also contact the North Carolina Division of Coastal
Management (DCM) at [phone]. DCM will determine whether or not the project involves a
designated Area of Environmental Concern, in which case DCM will act as the lead permitting agency.
' In such cases, DCM will require a Coastal Area Management Act (CAMA) Permit and will coordinate
the 404/401 Permits.
USACE Permits - Submit one copy of this form, along with supporting narratives, maps, data forms,
photos, etc. to the applicable USACE Regulatory Field Office (addresses are listed at the end of this
application). Upon receipt of an application, the USACE will determine if the application is complete as
soon as possible, not to exceed 30 days. This PCN form is designed for the convenience of the applicant
to address information needs for all USACE Nationwide, Regional or General permits, as well as
information required for State authorizations, certifications, and coordination. Fully providing the
' information requested on this form will result in a complete application for any of the USACE
Nationwide, Regional or General permits. To review the minimum amount of information that must be
provided for a complete PCN for each USACE Nationwide permit, see Condition 13, 65 Fed.Reg. 12893
' (March 9, 2000), available at http://www.saw.usace.army.mil/wetlands/nwpfinalFedReg.pd£
Processing times vary by permit and begin once the application has been determined to be complete.
Please contact the appropriate regulatory field office for specific answers to permit processing periods.
' 401 Water Quality Certification or Buffer Rules - All information is required unless otherwise stated
as optional. Incomplete applications will be returned. Submit seven collated copies of all USACE
' Permit materials to the Division of Water Quality, 401/Wetlands Unit, 1650 Mail Service Center,
Raleigh, NC, 27699-1650. If written approval is required or specifically requested for a 401
Certification, then a non-refundable application fee is required. In brief, if project impacts include less
than one acre of cumulative wetland/water impacts and less than 150 feet cumulative impacts to
' streams, then a fee of $200 is required. If either of these thresholds is exceeded, then a fee of $475 is
required. A check made out to the North Carolina Division of Water Quality, with the specific name of
the project or applicant identified, should be stapled to the front of the application package. For more
information, see the DWQ website at http://h2o.ehnr.state.nc.us/ncwetlands/fees.html. The fee must be
attached with the application unless the applicant is a federal agency in which case the check may be
issued from a separate office. In such cases, the project must be identifiable on the U.S. Treasury check
' so that it can be credited to the appropriate project. If written approval is sought solely for Buffer Rules,
the application fee does not apply, and the applicant should clearly state (in a cover letter) that only
Buffer Rule approval is sought in writing. Wetlands or waters of the U.S. may not be impacted prior to
issuance or waiver of a Section 401 Water Quality Certification. Upon receipt of a complete application
for a 401 Certification, the Division of Water Quality has 60 days to prepare a written response to the
applicant. This may include a 401 Certification, an on-hold letter pending receipt of additional
I requested information, or denial.

' Page 2 of 12

Office Use Only: Form Version April 2001
USACE Action ID No. DWQ No.
I If any particular item is not applicable to this project, please enter "Not Applicable" or "N/A" rather than
leaving the space blank.

1. Processing
1. Check all of the approval(s) requested for this project:
X Section 404 Permit
? Section 10 Pen-nit
? 401 Water Quality Certification
? Riparian or Watershed Buffer Rules
2. Nationwide, Regional or General Permit Number(s) Requested: /I/W S17
3. If this notification is solely a courtesy copy because written approval for the 401 Certification
is not required, check here: ?
4. If payment into the North Carolina Wetlands Restoration Program (NCWRP) is proposed for
mitigation of impacts (see section VIII - Mitigation), check here: ?
II. Applicant Information
1. Owner/Applicant Information
Name: Lbc&er a7r, .,:;,j
Mailing Address: 4GO 6coLzx &/--h>
?cr?6aco, AIC 26040
Telephone Number: (6M 4T S -a4:Gz Fax Number: AJIA
E-mail Address: AJIA
2. Agent Information (A signed and dated copy of the Agent Authorization letter must be
attached if the Agent has signatory authority for the owner/applicant.)
Name: C?n C ?a55c?ra raV?
Company Affiliation: - _&J -r
Mailing Address: ---g- ncc E c? Lscx /787,
HeCSI/ . AfC- 1'52.
Telephone Number.
E-mail Address:
Page 3 of 12

III. Project Information
Attach a vicinity map clearly showing the location of the property with respect to local
landmarks such as towns, rivers, and roads. Also provide a detailed site plan showing property
' boundaries and development plans in relation to surrounding properties. Both the vicinity map
and site plan must include a scale and north arrow. The specific footprints of all buildings,
impervious surfaces, or other facilities must be included. If possible, the maps and plans should
' include the appropriate USGS Topographic Quad Map and NRCS Soil Survey with the property
boundaries outlined. Plan drawings, or other maps may be included at the applicant's discretion,
so long as the property is clearly defined. For administrative and distribution purposes, the
USACE requires information to be submitted on sheets no larger than 11 by 17-inch format;
however, DWQ may accept paperwork of any size. DWQ prefers full-size construction
drawings rather than a sequential sheet version of the full-size plans. If full-size plans are
1 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.
T?/h? J.4?r
1. Name of project:
2. T.I.P. Project Number (NCDOT OnlY) AJA
3. Property Identification Number (Tax PIN): VIA

C

4
5. Site coordinates, if available (UTM or Lat/L.ong): /_/A
(Note - If project is linear, such as a road or utility line, attach a sheet that separately lists the
coordinates for each crossing of a distinct waterbody.)
6. Describe the existing land use or condition of the site at the time of this application:
' XFrL/,gaZf L1d_&o. ,-;? a-%z G Zzccr 0i ? .h= 7-,A-- f?1iC ii C t?PCC
7. Property size (acres): ,?2p,y
8. Nearest body of water (stream/river/sound/ocean/lake):
' 9. River Basin: 5M D
(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.u-/adniin/mans/.)

Page 4 of 12
1
Location
County: &?z,=can Nearest Town: Ccr
Subdivision name (include phase/lot number): ?t//i?

10. Describe the purpose of the proposed work: ZS a;C3:? gj,::,
Rc aezT-L ? sc?
r
11. List the type of equipment to be used to construct the project: % r, ez6Z 7-27gx_
12. Describe the land use in the vicinity of this project: Z?7
Prior Project History
If jurisdictional determinations and/or pemtmits 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.
Future Project Plans
Are any additional permit requests anticipated for this project in the future? If so, describe the
anticipated work, and provide justification for the exclusion of this work from the current
application: A&,4
Proposed Impacts to Waters of the United States/Waters of the State
It is the applicant's (or agent's) responsibility to determine, delineate and map all impacts to
wetlands, open water, and stream channels associated with the project. The applicant must also
provide justification for these impacts in Section VII below. All proposed impacts, permanent
and temporary, must be listed herein, and must be clearly identifiable on an accompanying site
plan. All wetlands and waters, and all streams (intermittent and perennial) must be shown on a
delineation map, whether or not impacts are proposed to these systems. Wetland and stream
evaluation and delineation forms should be included as appropriate. Photographs may be
included at the applicant's discretion. If this proposed impact is strictly for wetland or stream
mitigation, list and describe the impact in Section VIII below. If additional space is needed for
listing or description, please attach a separate sheet.
Page 5 of 12

1. Wetland Impacts

Wetland Impact
Site Number
indicate on ma
FTYPI of Impact* Area of
Impact
acres Located within
100-year Floodplain**
es/no Distance to
Nearest Stream
linear feet
Type of Wetland***

List each impact separately and identify temporary impacts. Impacts include, but are not limited to: mechanized clearing, grading, fill,
excavation, flooding, ditching/drainage, etc. For dams, separately lis t 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 MapService Center at 1-804358-9616, or
online athttn://www.fenia.Lov_.
* * * List a wetland type that best describes wetland to be impacted (e.g., freshwater/saltwater marsh, forested wetland, beaver pond,
Carolina Bay, bog, etc.)
List the total acreage (estimated) of existing wetlands on the property:
Total area of wetland impact proposed:
2. Stream Impacts, including all intermittent and perennial streams

Stream Impact
Site Number
indicate on ma
Type of Impact* Length of
Impact
linear feet
Stream Name** Average Width
of Stream
Before Impact Perennial or
Intermittent?
leasespecify)

wC. 'f r C k
-'
L

* List each impact separately and identify temporary impacts. Impacts include, but are not limited to: culverts and associated rip-rap,
dams (separately list impacts due to both structure and flooding), relocation (include linear feet before and after, and net loss/gain),
' stabilization activities (cement wall, rip-rap, crib wall, gabions, etc.), excavation, ditching/straightening, etc. If stream relocation is
proposed, plans and profiles showing the linear footprint for both the original and relocated streams must be included.
** Stream names can be found on USGS topographic maps. If a stream has no name, list as UT (unnamed tributary) to the nearest
downstream named stream into which it flows. USGS maps are available through the USGS at 1-800-358-9616, or online at
www.uses.eov. Several intemet sites also allow direct download and printing of USGS maps (e.g., www.tooozone.com
www.mapouest.com, etc.).
Cumulative impacts (linear distance in feet) to all streams on site:

Page 6 of 12

I

3. Open Water Impacts, including Lakes, Ponds, Estuaries, Sounds, Atlantic Ocean and any
other Water of the U.S.
Open Water Impact
Site Number
indicate on ma
Type of Impact* Area of
Impact
acres Name of Waterbody
(if applicable) Type of Waterbody
(lake, pond, estuary, sound,
bay, ocean, etc.

- List eacn impact separateiy ana iaennry temporary impacts. impacts mciuuc, oul arc Ilui 111111MU W: Lill, cRGnvauvu, uacug,ug,
flooding, drainage, bulkheads, etc.
4. Pond Creation
If construction of a pond is proposed, associated wetland and stream impacts should be
included above in the wetland and stream impact sections. Also, the proposed pond should
be described here and illustrated on any maps included with this application.
Pond to be created in (check all that apply): ? uplands 9 stream ? wetlands
Describe the method of construction (e.g., dam/embankment, excavation, installation of
draw-down valve or spillway, etc.): 1grn
Proposed use or purpose of pond (e.., livestock watering, irrigation, aesthetic, trout pond,
local stormwater requirement, etc.): >1- - r
Size of watershed draining to pond: 6U) tq?-XE?- Expected pond surface area: Z5 (1:4".
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.
Page 7 of 12

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, nitigation will be required when
necessary to ensure that adverse effects to the aquatic environment are minimal. Factors
' including size and type of proposed impact and function and relative value of the impacted
aquatic resource will be considered in determining acceptability of appropriate and practicable
mitigation as proposed. Examples of mitigation that may be appropriate and practicable include,
but are not limited to: reducing the size of the project; establishing and maintaining wetland
and/or upland vegetated buffers to protect open waters such as streams; and replacing losses of
aquatic resource functions and values by creating, restoring, enhancing, or preserving similar
' functions and values, preferable in the same watershed.
If mitigation is required for this project, a copy of the mitigation plan must be attached in order
' for USACE or DWQ to consider the application complete for processing. Any application
lacking a required mitigation plan or NCWRP concurrence shall be placed on hold as
incomplete. An applicant may also choose to review the current guidelines for stream restoration
' in DWQ's Draft Technical Guide for Stream Work in North Carolina, available at
http://h2o.enr.state.nc.us/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.
1
Page 8 of 12

2. Mitigation may also be made by payment into the North Carolina Wetlands Restoration
t Program (NCWRP) with the NCWRP's written agreement. Check the box indicating that
you would like to pay into the NCWRP. Please note that payment into the NCWRP must be
reviewed and approved before it can be used to satisfy mitigation requirements. Applicants
will be notified early in the review process by the 401/Wetlands Unit if payment into the
t NCWRP is available as an option. For additional information regarding the application
process for the NCWRP, check the NCWRP website at thtttn://h2o.enr.state.nc.us/wrl2/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):_ 1,11A
' Amount of buffer mitigation requested (square feet): A 4,4
Amount of Riparian wetland mitigation requested (acres): A4,?(
Amount of Nor riparian wetland mitigation requested (acres): ,(/%
' Amount of Coastal wetland mitigation requested (acres): &YA
' DL Environmental Documentation (DWQ Only)
Does the project involve an expenditure of public funds or the use of public (federal/state/local)
' land?
Yes ? No 9
' 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 14
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 tZ
' X. Proposed Impacts on Riparian and Watershed Buffers (DWQ Only)
It is the applicant's (or agent's) responsibility to determine, delineate and map all impacts to
' required state and local buffers associated with the project. The applicant must also provide
justification for these impacts in Section VII above. All proposed impacts must be listed herein,
and must be clearly identifiable on the accompanying site plan. All buffers must be shown on a
' map, whether or not impacts are proposed to the buffers. Correspondence from the DWQ
Regional Office may be included as appropriate. Photographs may also be included at the
applicant's discretion.
' Will the project impact protected riparian buffers identified within 15A NCAC 2B .0233
(Meuse), 15A NCAC 2B .0259 (Tar-Pamlico), 15A NCAC 2B .0250 (Randleman Rules and
Water Supply Buffer Requirements), or other (please identify )?
' Yes ? No S If you answered "yes", provide the following information:
Page 9 of 12

Identify the square feet and acreage of impact to each zone of the riparian buffers. If buffer
mitigation is required calculate the required amount of mitigation by applying the buffer
multipliers.
Zone* Impact
(square feet Multiplier Required
Mitigation
1 3
2 1.5
Total
Zone 1 extends out 30 feet perpendicular from near bank of channel; Zone 2 extends an
additional 20 feet from the edge of Zone 1.
If buffer mitigation is required, please discuss what type of mitigation is proposed (i.e., Donation
of Property, Conservation Easement, Riparian Buffer Restoration / Enhancement, Preservation or
Payment into the Riparian Buffer Restoration Fund). Please attach all appropriate information as
identified within 15A NCAC 2B .0242 or .0260.
1,11A
Stormwater (DWQ Only)
Describe impervious acreage (both existing and proposed) versus total acreage on the site.
Discuss stormwater controls proposed in order to protect surface waters and wetlands
downstream from the property.
_ xta C
Sewage Disposal (DWQ Only)
Clearly detail the ultimate treatment methods and disposition (nor-discharge or discharge) of
wastewater generated from the proposed project, or available capacity of the subject facility.
A41A
XIH. Violations (DWQ Only)
Is this site in violation of DWQ Wetland Rules (15A NCAC 2H .0500) or any Buffer Rules?
Yes ? No 9
Is this an after-the-fact permit application?
Yes ? No
Page 10 of 12

J
' XIV. Other Circumstances (Optional):
It is the applicant's responsibility to submit the application sufficiently in advance of desired
construction dates to allow processing time for these permits. However, an applicant may
choose to list constraints associated with construction or sequencing that may impose limits on
' work schedules (e.g., draw-down schedules for lakes, dates associated with Endangered and
Threatened Species, accessibility problems, or other issues outside of the applicant's control).

Applicant/Agenfs Signature Date
' (Agent's signature is valid only if an authorization letter from the applicant is provided.)
US Army C orps Of Engineers Field Offices and County Coverage
'
Asheville Regulatory Field Office Alexander Cherokee Iredell Mitchell Union
US Army Corps of Engineers Avery Clay Jackson Polk Watauga
' 151 Patton Avenue Buncombe Cleveland
t
G Lincoln
Macon Rowan
Rutherford Yancey
Room 208 Burke on
as
Asheville, NC 28801-5006 Cabarrus Graham Madison Stanley
Telephone: [phone] Caldwell Haywood McDowell Swain
' Fax: [phone] Catawba Henderson Mecklenburg Transylvania
Raleigh Regulatory Field Office Alamance Durham Johnston Rockingham Wilson
US Army Corps Of Engineers Alleghany Edgecombe Lee Stokes Yadkin
6508 Falls of the Neuse Road Ashe Franklin Nash Sunry
Suite 120 Caswell Forsyth Northampton Vance
Raleigh, NC 27615 Chatham Granville Orange Wake
Telephone: [phone] Davidson Guilford Person Warren
' Fax: [phone] Davie Halifax Randolph Wilkes
' Washington Regulatory Field Office
US Army Corps Of Engineers
Post Office Box 1000
Washington, NC 27889-1000
Telephone: [phone]
Fax: [phone]
Wilmington Regulatory Field Office
' US Army Corps Of Engineers
Post Office Box 1890
Wilmington, NC 28402-1890
Telephone: [phone]
Fax [phone]

Beaufort Currituck Jones Pitt
Bertie Dare Lenoir Tyrrell
Camden Gates Martin Washington
Carteret* Green Pamlico Wayne
Chowan Hertford Pasquotank
Craven Hyde Perquimans *Croatan National Forest Only
Anson Duplin Onslow
Bladen Harnett Pender
Brunswick Hoke Richmond
Carteret Montgomery Robeson
Columbus Moore Sampson
Cumberland New Hanover Scotland
Page 11 of 12

US Fish and Wildlife Service / National Marine Fisheries Service
US Fish and Wildlife Service
Raleigh Field Office
Post Office Box 33726
Raleigh, NC 27636-3726
Telephone: [phone]

Division of Water Quality
401 Wetlands Unit
1650 Mail Service Center
Raleigh, NC 27699-1650
' Telephone: [phone]
Fax: [phone]

I
I
I
Division of Coastal Management
1638 Mail Service Center
Raleigh, NC 27699-1638
Telephone: [phone]
Fax: [phone]
Western Piedmont Region Coordinator
3855 Idlewild Road
Kemersville, NC 27284-9180
Telephone: [phone]
Mountain Region Coordinator
20830 Great Smoky Mtn. Expressway
Waynesville, NC 28786
Telephone: [phone]
Fax: [phone]
US Fish and Wildlife Service
Asheville Field Office
160 Zillicoa Street
Asheville, NC 28801
Telephone: [phone]
North Carolina State Agencies
Division of Water Quality
Wetlands Restoration Program
1619 Mail Service Center
Raleigh, NC 27699-1619
Telephone: [phone]
Fax: [phone]
National Marine Fisheries Service
Habitat Conservation Division
Pivers Island
Beaufort, NC 28516
Telephone: [phone]
State Historic Preservation Office
Department Of Cultural Resources
4617 Mail Service Center
Raleigh, NC 27699-4617
Telephone: [phone]
Fax: [phone]
CAMA and NC Coastal Counties
Beaufort Chowan
Bertie Craven
Brunswick Currituck
Camden Dare
Carteret Gates
NCWRC and NC Trout Counties
Alleghany Caldwell
Ashe Mitchell
Avery Stokes
Burke Surry
Buncombe Henderson
Cherokee Jackson
Clay Macon
Graham Madison
Haywood McDowell
Hertford Pasquotank
Hyde Pender
New Hanover Perquimans
Onslow Tyrrell
Pamlico Washington
Watauga
Wilkes
Polk
Rutherford
Swain
Transylvania
Yancey
Page 12 of 12

u

1

=? --? \ ?j.? ?i't `?="ij ? ?? ?`• 4 \ '"`-'?='/'?` fliJ ./ :\,%` i'! r - f , L-- ?' 1? / r
• ?'7??r, ?.. ? ? 1, ?? ?`?l ?? ? ?? ? ? ,? ? t . ?? + • ? / ? +. .- ? r ?'f ?? .. - ? ?. \
r I

14

t ?
' f
?
/ / ? ,r?? ?'.,' \:fJ?t
;` !?'•- ??/,r _ o ?y \
? , ?• ?-
l cj `., j / i /
1`?.?`\
i I? /? I 1 ? tt:.,.
???-- \+ ; ?
?? ='`•?
-''?'' tom ? f'; ? } ! }? , ? ' ? ?
?,?'-. i ? ?; ,ill ??, 'l. r;,_ ?` t`.?, -
1, . _

3 '
?
==' t ??r' r1,op `5 ?? 'r?_,, r, I ?';'?- .c• ? `,` ,. ` ti
?j?, ? \`i? ? ? .\l, % )? ' \\

? ;. ? , • . }rte
• 'J
N35 23.
h
X? L*8
i•._

b
L-N36 2 ,

.
X t-
044

1
I
E

J
/, .?
j ?.1. \-_-.. r r ? .. _-" \ ?"_"?/vim ??? / /;? '_ _ ? M r? \? i <. ? ? { ? '?'"\
' ?
/!/ Vr
r?? I : ? J" ? `v S?`L J__?',.? stir/ ??, ? ?t? ,..+. •\ ?, _ .??\/\

? J ' r
? ? •
t-
?,;f 1?J
= ,.-fit
>) i:__? ,,
,; \? ;
` ?? -.'L s
1?;
/r'
)'rte --/ ' 1 ,200
t
`
35?/ ?/ ,? } r '• ?? _,'?..?. ? `, ; i .`
/ , :?-t? -.;?. / .,..•^? _ i ?? it ?; i ?.?._

/ t t

I'A
?`, ?,,
i?.. / ?,,.!ir_S __ ; ? ??/ i
-- ± "'i \ / ^ t,. ??- .i alt . i P`
.?,` " }?1 , \ I/r?I ? ' _? ""?I `.
•>? ?, ?
..? i (l`,
'I?; t l .d
V ,r ?'` \.,
r?.+, i?
r J00:

Z r1 ?? i
N35
- l
N-IJ
\ / h

` J ?\ I i'•

r r ivr V?40\•{•7 VVil?liyi?{r \% 17.7.7 LGLViiaJ.G iiiiaYV44raa? aaaJ v?v•iv vv.aa•ww aiw r.•..• ?r?.r

EROSION AND SEDIMENTATION
CONTROL PLAN

PITTMAN DAM SITE
OWNER: DELBERT PITTMAN
Rutherford County, North Carolina
JUNE 13, 2001
Odom & Associates
Engineering, Inc.
P.O. BOX 1787
Shelby, North Carolina 28151
[phone]
i
i
i
TABLE OF CONTENTS
PAGE
Narrative .....................................................1
Quadrangle Sheet ...............................................2
Supporting Calculations ........................................ 3-5
Financial Responsibility/Ownership Form ......................... 6-7
Site Erosion and Sedimentation Control Plan .................. Enclosure
NOTE: The reference used in this plan is the "Erosion and Sediment Control Planning
and Design Manual." All figures, graphs, tables, and calculations used were derived from
this reference except where specifically indicated.
NARRATIVE
PROJECT DESCRIPTION
The purpose of the project is to construct a dam approximately 4,752' north west of the
intersection of SRI 300 and SRI 184. Approximately 4.0 acres will be disturbed during this
construction period.
SITE DESCRIPTION
The site is a large acreage tract located between of SR 1749, SR 1769, and SR 1786. Sandy
Run Creek runs through the property. The terrain at the site is mountainous.
ADJACENT PROPERTY
Land use in the immediate vicinity is rural/residential.
SOILS
The soils in the project area are determined to be classified as Soil Group B utilizing the table on
page 8.03.8 of the reference.
MAINTENANCE RESPONSIBILITY
The owner is responsible for ensuring compliance with temporary measures and for instituting
permanent measures.
1
3s
N35.:2425
IN
_
z
♦ _
.5'
jJ354246
_ ^
_
N35/233
f
-
f
j -
35,
,o s
3s

' I. RUNOFF

SUPPORTING CALCULATIONS
Runoff was determined using the Rational Method as explained in the manual. We
determined the acreage contributing runoff using the Sunshine and Polkeville Quadrangle
Map. The value for the Runoff Coefficient © was taken from Table 8.03a in the manual.
A C value for the site during construction was chosen as 0.7. A return period of 25 years
and the rainfall intensity duration curve for Charlotte was used in the design. The
governing equation is Q=C*I*A. Data for calculations is below:
I AREA I C I Tc I I I Q.
(Be) lminl finAk"i
TSP# 1 0.2 0.7 5 7.1 1.0
TSP#2 0.3 0.7 5 7.1 1.5
TSP#3 0.9 0.7 5 7.1 4.5
TSP#4 3.8 0.4 5 7.1 10.8
TSP#5 4.9 0.4 5 7.1 13.9
T P#6 4. 0.4 5 7.1 13.9
II. SEDIMENT TRAPS
There will be one temporary sediment trap utilized on the project. In accordance with
Section 6.60 of the reference, the temporary sediment trap is to be used below disturbed
areas where the total drainage area is less than 5 acres. They are sized for a volume of
1800 W/acre based on the disturbed area draining into the basin. For improved
efficiencies, larger surface areas are used with the following equation as guidance:
Surface Area (ac.) = (0.01) peak inflow rate (cfs).
' Also, weir lengths are based on drainage area.

3

' TSP#l :
Total Drainage Area = 0.2 acres
Total Disturbed Area =0.2 acres
Peak Inflow Rate = 1.0 cfs
1) Volume = 1800 ft3 (0.2) =360 ft3
2) Surface Area = (0.01)(1.0)(43560) = 436 ft2
' For a rectangular shape with a width of 15 ft, length = 30 ft
For uniform purposes, all traps will be at least 2 ft. deep with 1 ft. clean out mark
3) Weir length = 4 ft
' TSP#2:
Total Drainage Area = 0.3 acres
' Total Disturbed Area =0.3 acres
Peak Inflow Rate = 1.5 cfs
1) Volume = 1800 ft3 (0.3) =540 ft3
2) Surface Area = (0.01)(1.5)(43560) = 654 ft2
For a rectangular shape with a width of 19 ft, length = 35 ft
' For uniform purposes, all traps will be at least 2 ft. deep with 1 ft. clean out mark
3) Weir length = 4 ft
' TSP#3:
Total Drainage Area = 0.9 acres
Total Disturbed Area =0.4 acres
' Peak Inflow Rate = 4.5 cfs
1) Volume = 1800 ft3 (0.4) =720 ft3
' 2) Surface Area = (0.01)(4.5)(43560) = 1960 ft2
For a rectangular shape with a width of 32 ft, length = 62 ft
For uniform purposes, all traps will be at least 2 ft. deep with 1 ft. clean out mark
' 3) Weir length = 4 ft
' TSP#4:
Total Drainage Area = 3.8 acres
Total Disturbed Area = 1.3 acres
' Peak Inflow Rate = 10.8 cfs
1) Volume = 1800 ft3(1.3) = 2340 ft3
' 2) Surface Area = (0.0 1)(10.8)(43560) = 4704 ft2
For a rectangular shape with a width of 50 ft, length = 100 ft
For uniform purposes, all traps will be at least 2 ft. deep with 1 ft. clean out mark
' 3) Weir length = 8 ft

TSP#5:
TSP#6:
Total Drainage Area = 4.9 acres
Total Disturbed Area = .9 acres
Peak Inflow Rate = 13.9 cfs
1) Volume = 1800 ft3 (0.9) = 1620 ft3
2) Surface Area = (0.01)(13.9)(43560) = 6055 ft2
For a rectangular shape with a width of 56 ft, length = 110 ft
For uniform purposes, all traps will be at least 2 ft. deep with 1 ft. clean out mark
3) Weir length = 10 ft
Total Drainage Area = 4.9 acres
Total Disturbed Area = 0.6 acres
Peak Inflow Rate = 13.9 cfs
1) Volume = 1800 ft3 (0.6) = 1080 ft3
2) Surface Area = (0.01)(13.9)(43560) = 6055 ft2
For a rectangular shape with a width of 56 ft, length = 110 ft
For uniform purposes, all traps will be at least 2 ft. deep with 1 ft. clean out mark
3) Weir length = 10 ft
5

I

r

FINANCIAL RESPONSIBILITY/OWNERSHIP FORM
SEDIMENTATION POLLUTION CONTROL ACT
No person may initiate any land-disturbing activity on one or more contiguous acres as covered by
the Act before this form and an acceptable erosion and sedimentation control plan have been completed
and approved by the Land Quality Section, N.C. Department of Natural Resources and Community
Development. (Please type or print and, if question is not applicable, place N/A in the blank.)
Part A
1. Project Name: Pittman Dam Site
2. Location of land-disturbing activity: County Rutherford City or Township Ellenboro
and Highway / Street SR1749
3. Approximate date land-disturbing activity will be commenced: ASAP
4. Purpose of development (residential, commercial, industrial, etc.): Residential
5. Approximate acreage of land to be disturbed or uncovered: 4.0
6. Amount of fee enclosed: $ 160.00
7. Has an erosion and sedimentation control plan been filed? Yes No _ Enclosed X
8. Person to contact should sediment control issues arise during land-disturbing activity.
Name Stephen C. Hood Telephone [phone]
9. Landowner(s) of Record (Use blank page to list additional owners.):
Delbert Pittman
Name(s)
460 Glover Road
Mailing Address Street Address
Ellenboro NC 28040
City State Zip
828-453-0662
Telephone
City State Zip
Telephone
10. Recorded in Deed Book No. 764 Page No. 385
Part B.

Person(s) or firm(s) who are financially responsible for this land-disturbing activity (Use the blank
page to list additional persons or firms):
Same as item 9
Name of Person(s) or Firm(s)
Mailing Address
City State Zip
Telephone
Street Address
City State Zip
Telephone
6

(a) If the Financially Responsible Party is not a resident of North Carolina, give name and street
address of the North Carolina Agent.
N/A
Name
Mailing Address
City State Zip
Telephone
Street Address
City State Zip
Telephone
(b) If the Financially Responsible Party is Partnership or other person engaging in business under
an assumed name, attach a copy of the certificate of assumed name. If the Financially '
Responsible Person is a Corporation, give the name and street address of the Registered Agent:
N/A
Name of Registered Agent
' Mailing Address Street Address
City State Zip City State Zip
Telephone Telephone
' The above information is true and correct to the best of my knowledge and belief and was provided
by me under oath. (This form must be signed by the financially responsible person if an individual
or his attorney-in-fact or if not an individual by an officer, director, partner, or registered agent with
' authority to execute instruments for the financially responsible person). I agree to provide
corrected information should there be any change in the information provided herein.

Type print name
, . ??- vz'??
Signature
Title or Authority
Z-Z-O/
Date
a Notary Public of the County of
State of North Carolina, hereby certify that
appeared personally before me this day and being duly sworn acknowledged that
the above form was executed by him.
Witness my hand and notarial seal, this day of
(SEAL)
7
Notary
My commission expires
,19
7
- carry rip-rap up
- BASE TO BE 6 OF sides of spiliwoy \,`\`riut/n~ii,r1
- = - t ® WASHED STONE WITH 24" top of berm rY5 washed stone 2 ~ ' ,'CA~ 4' ~O ' v „~„r" °~;;.p OF RIP RAP ON TOP op elew ion o s ormwoter 1' ireeboad m~ I ~
wy r, ~o - o - _ $
47O j r~~ ~ + r r~T ~ ; --f--T r ~ ' ~ I i ~ TT - --T-r-T , - r - - ~r r r ~~T, r-~ I I + ? ~I ii i; T r~~ - i I I ii I i' 1 i _ i ~ ~ I~~' ~ , ~..°~~m1 ~ . o M o o •o ° ~0 0 0
468 ~ +y~ 1~ ~ ' ~ I i : _ ~ ' ~ --i_ I ~ + ' „ ~ ~ I I I I - a -
466 I ~ - '-I- I r,-,-,~T,~~-,, -I-~-~-,- -~-;-I1 1 r-~-I-1 r_ r .~-r-F-r~ 1 ,rt ~ ~-r~ tr+-~-I-~~ 1 rt r ~ r ~ ~ ~ ~~"I ( r l I ~ ~.-~r I ~ I i i { ° ~ ~ ~ o ° - stir ~ ~ , ~ , ~ t' d5a = 9' , a a , ~ ~ iii,. , FILTER r(p rap
464 ~ I ! ~ . ICI '-?I ~j~ I', I~ ~ f I 1 I I ~ I _ i i ~ ~ ~ ~ ',r.~ I I }r-----~~~ r~~~ rt;.~~I __+.I 1 ~ I-{--1 t ~ ~ I ~ ~ I I ~ I - . ;`_~~i- + ~ r ~ -C_ i ~ f i i I i I - MATERIAL maximum level of ' d INE ~1 wrtri MrG{.~R,• ~ ii key in battam layer , 9 Q ~ ~ dimeat cdlected G
i ' i + , ~ l ' -i- , ~ 1 ~ ~ J-J L 1 I . Y ~-+-r-r r~ t .1.. ~ . ~ t t 1 : ~ I~.._I-1 L-L_l.- ~ ~ -~L~+-l--!-.{--~- 1 1 ~ ~ I r _ - -t- i ~ r ~~i~ ; ~i r i li r 462 r- I I I ~ I-~ ~fi rt }1 I ~ ~ 1-r ~ i ~ } ~ - ' , ; ~ + ~ 1fi ~ I I I ; , 1 T fi I I =r I , _1_I 1- I .T~-~_~~ ~ Ia7_(~k4~k . , r- -r-~--' , r rr-r-~r+ ~-r~ --ter i+r rt r i-~r-~~...i-r+~-r~-~~-t- -t r r ~ r- - _ i~-- ~ v '~I~"~ it i i ~ ~ ~ ~ i i ~I~ - i~ i ~ i i ~ i i ~wD Dawn THE Hoff vROVnES . ~ =a ar np-rap J ~ , V` - con bosh when this ~ ~ Q Cfl00~ES 1HA7 NQL CATpI SEED. ~ ~ m - IeVel IS reoMed ~ ~~<<~ r i„~~~~ PlkYttl IND AEDIICE RIINDFF. ~ ~ I r I I
~ _ 6O i i I i I ~ r ~ i i ~ __i . ! ~ i I ~ ! ~ ~ ~ - ~-I -I ~ ~ 'J-+r. _i i I'I I ~ I' ~-~ll I I I I I ~8a ~ ~ F~-,~~+~ ~ r ~-r ~ ~ SECTION THROUGH BASIN AND FILTER SECTION Gary rip-rap up
458 { I 1 r +~-r~- 4 t t r I i -i ~ r}~ r- ~ ~ ~ I f r I t~, r r ~ ~ ~ I I I I I f ~ ~ 1 I I I 'III r~r , i. -r - 1- . , : : I I 1 I I ili i :-L ' i i I_ I I i I I i I- - I~ ~1y~_' - ~ i. 1 i i, + _ ~ I I -t.__{. ' i. !-.y r _i +r-y-, - r r _ ~1 + r ~~-err- _ Y. I + I', - i ~rr-r + ±rh l Y~ rtt 11-- TRACKING sides of spillway I
456 ~ ~ ~ ~1 i ~ I rt~ I II t~ ~ :rt. ~~1 I i ' i I i IE, _ ~ ~ ~ _ ~ I ~ I I - - ~ r ~ ~ ~ ~5~ I ~ ~ 11_~ _7 I, - ~ t-i ~,-I~~~~ ~ - „ I - ~l ~ i i -4 : '~I : i ~ r_}_i-' i ~ ! ~ _ r ' i, , .l , r { i I ! ~ I v ~ I _ I I , i_ _ -~-F,.-. L _ d5o = s° rip-rap
r ` ~ ' + F { ; i , I I I r ~ a2-+ ~ I I t } ~ ~ ~ ~ I + f 7 ~ } ~ ~ ~ ~ ~ ~ ~ fi' ' ~ t+ I _ I I 1 I I ~ ~ ~I i I 1 454 ~ + + 1- i i ; ~-r~' t ~ I r~ I r ~ r ~ ~ ~ ~ ' i ~ ~ i ' ' 0.5 DIA Lo ~ 30' II I I 1 freeboard mi I ' ~ d-"1~]~Ti IiIF1~~A~°"°I'~~°~
452 r I t ~ i i t ~`~-Ir* ; r 1 I - r i ~ i I - rT± ? j -~-r I - I~ F1~' + ` t I i I I ~ I i { r~'T---. I i ~ ri ~ i I MIN. 'D' =PIPE DIAMETER I i I ( o ° ° ~ 3' MIN. I
i"~1_ I ~ ~ '-rTtT1-I~+,' ! - h ~ a_L I ~ _ _ i -~..~-t~~ I i ~ ~ i I i ~ ~t ~-1- i i I I 450. r,; , , - - ~~~00 • ~ o^ ° p5 washed stoney
448 I~ ~ '-~+fi ~ ~ ' ~ + r----rf f - ~ --~---r----- ~'i~-'~-j ,-"-ITT' I I I~ I~~~I,~~ I +~I ~ ~I + ~i ~ -NT 0 o dam width ~ ° ~ • ~0° 0 •o e°o ~41i 7NNi0II6H BAY d1iG il~,Tl~
i r~ I _ ~ F - , ~ ~ T I 446 'I~- ~L I ' i- I _ 1..+ 1 ! i t ~ i ~ I ~ i -iH T+,. ,~,Tt ~ , •-r-r-~~.I ~ I. 7._I~r ; + ~N `r4~o0~8dq, p0 ROCN d50 a~o0° ~aQ r
~1-~-1-1~ I r-~-~-~ I 444 7-,~_--~~. t -C-`~ i I I 1 I I, I ~ - - ~--1~, ~I. ~ ~ i I ~ iJ~~,~ ~ ~ ~ - ~ ~ I ~ ~I I . °D' (T° 50S SHALL ~ LARGER ° 9 4.0 x 'p' . ~ ~ THAN fi° (MIN.) DIR. ^~r~~0 • ~ ARN. ~ 1 1 po0~ iJO~~ as / Q' I
_ I ~ . i- I 7 LE s L I I I tl t I I I C I I 442 ; i`"~-~ ` i ._i~ I + i _ ~ ~ ~ t t ~ ` ' ~ ~-:~1-i I _I 1 +t~-~++ 1 I I I li ~ - : + rbo • a~o j~ (~gx~(q~Oo• •O
44 'Y i J I t 1- . I J-1 J + ~ I• r i 4T 8 I~ ~r i~ ~ ~r- I~ I IrIJ r L.. a ~ I i ~ I 1 I ~ I l F I I i~ ~ ~ I I~~~ ~ ~ I, i~ I O i r_r_~ t ~ , ~1 r I i i CROOYES Nll CATCX t~ ~ T / RED. FERRIZER, MULCR ¢ • w,Q° ooa ° oa / ~ ~i
t ~ ~ i I t ~91ti5-~ ~ I I I - ~ I I I III - III I ~I ~ ~ ~ + _ , + ~ ~T f ~ - { f I + 4 ~J-+ { + I i i~,--~--rl I ~ ' _ _ ~ ~ ' + ~ ~ t ~ I ~ I r„. + , AND DECwusE I •po a A° ~1 °.0 ' o. ~ ~ e~ ~ ~ °/1_x: i~
: ~ I ~~n ~ Int"~°~'~ I ~ 2 P1 I I ! is _ ~ ` ~ ~ ~ ~ - ~ ~ ~ t~ 436 i._~I_~-1i~~ ~..'-~._~if~~~Y~1~ a_~~l ~i_.t i_-_~-~~~~ ;_}~_i-~~..~.. i i~~ll !_r:I.,,~. ~ ~;~_f i ~ ',---r-;~~+,--1-I-~-r-~-}--t-I+~,,~~-F-~r' f~-I--~-*.-t_I-`~~~+-~--~-~ i / ~ ~ I
II 434 . 1t t { 1 t-r-I~t-r± f ~ I t i f ; , : ; ~ I 1Tf!t' ~ ~ 1- ~ ' ~ ~ ~ ' DUR FURRO119 - - ~ / / \ 1~/ ~ CONT 1 PLAN ' ~
I~ ~ ~ ~------r' ~ tom' ~ I I - I r i ~ ~ ~I 432 ' L I~ E I{: ',~,I-- + ~ ~ ~ ~ I r I I ~ u. -I ~T ii i r '.t' iii 1,i ~i ~ --r-r~ G 'r-I-~ i ~T SURFACE i ePOr~g' TEMPORARY I SEDIMENT
'-~-~-"---r-r-" r r--r+-~~ - I T i i ~ i I I i 1' fi i n I I 430 ~ 7-~t~ r i I r ~ t ~t ~rt"_" "~~rtr ~ i ~ G I:. 7 S T rt-~-r- r i I a ROUGHENING TRAP i NOTES: ~ I -
-rr-T--t -<-a-~-~r~ ~ ~ ~ ~ ~ ~ IL B I r I-i-~ i a i l -----T---L ~ i i ~ ~ ~ I i 1 ~ A I I I I I it ~ 4 28 I I i i ~ ~ °"~0r°' 1. 'La' =LENGTH OF PPRON. pISTANCE 'Lo' SHALL BE 30'
~-~r-. 426 ~ ~ ~ ~ i ~ . ~ I , -N ~ ~ + + ~-1-Y-r~- ,1 + ' CONSTRUCTION SPECIFICATIONS 2. APRON SHALL BE SET AT A ZERO GRADE AND ALIGNED STRAIGHT.. THI x CONSTRUCTION SPECIFICATIONS 3. FILTER MATERIAL SHALL BE AN APPROVED FILTER FA~tIC WITH A 6 C (MIN.)
I ~ , I I i ' 1 i~~ ~ ~ ~ ~ ~ ~ _ , I ! ~ ~ ~ I ~ ~ I ~ ~ _ I - I~ --~i,---- r'~ ' ! i ~ , 'ter ! ~ + + I _I + I ~ ~ 1~ ~ } r ~ + ~ + t rt~ + , F~~ ~ ' ~t ~ + 1--+ _ T~--~ , i ` -~-t-~-r±~ I-T i f I trt~ rTT~ I t 424 ! r t t-t } , i I ~ ~ I`~rt ~ 1, ~ i t 1 _ ' I- , a ~_t__~ ___~_~_~-T~~_~ i_ ~ _i III . ! _1 ' ' I~ + ; r; +-1=~ + ~1~i FILL SI GRADep GRAVEL LATER. 1. Clear, grub, and strip area of all vegetation and root ~ FILL SLOPES material, Remove all objectionable material. a
T ~ ~r~ ~~T 4 , ~ ,+~r l . ~ i I i ~ + r r~T---~- ~ i `~C - r _r-~ _ N ~ 1_ ! I i i i I { I ' 1. Place fill slopes in lifts not to exceed 6 inches and 2. Ensure fill material is free of objectionable material.
17ATU~ '-Y I.1_.~ -l ~-±±~-I-i,...-r+ f F t ~ I-~ ~ ~ r~ I i 1 i m( 2. make sure each lift is properly compacted. Place fill in 6" lifts and machine compact ~i ENERGY Pr nnection between ri ra and soil b usin 2. Ensure that the face of the slope consists of loose, 3 oteci co p p y g ~
420. un uncompacted fill 4 to 6 inches deep. DISSIPATOR filter fabric. Extend fabric across spillway foundation and c~
rn v M o 00 3. ri acv be 3. Groove using any appropriate implement that can sides to top of dam. ~ i; be safely operated on the slope: Do not make grooves 4, Clear pond area below dam for sediment cleanout, C
00 +D I~ M M M M M 1ec M M M d. d d d less than 3 inches deep or more than 15 inches apart. 5. All cut and fill slopes should be 2:1 or flatter.
a ~ d ~ 4. 4, Do not blade or scrape the final slope face. 6. Ensure stone section has min. bottom wid{h of 3' with max side slopes of 2:1.
CUT SI CUT SLOPES AND UNGRADED AREAS THAT NAVE BEEN 7, Ensure weir is level and constructed to grade,
Q+pp 1 +00 2+00 3+00 CLEARI CLEARED AND GRUBBED 8. Material used in stone section should be well-graded
1. till 1. Roughen cut areas to shallow grooves by normal mixture of stone with d50 size of 9" and max size of 14". i ruse of a culti acker- 9. Ensure spillway extends past toe of embankment until tilling, disking, harrow ng, o p
se' seeder. Make the final pass of any such tillage stable conditions are reached. Keep edges of scone outlet
~ ~ ~ ~ = im TI SCALE- 1 10~ HORIZONTAL SCALE 1 ~ 2. VER CAL implement on the contour. flush with surrounding ground and shape center to confine M..~ 2. Make grooves formed by such implements close outlet stream.
to, together t0 inches} and not less thou 1 inch deep. 10. Direct emergency bypass to natural, stable areas.
3. Im 3. Excessive roughness is undesirable. 11. Stabilize embankment and all disturbed areas immed- Immediately seed and mulch roughened oreos to obtain lately offer construction, including embankment, emergency
op optimum seed germination and growth. Periodically check spillway, above the sediment pool and downstream.
th' on the seeded slopes for rills ~11Td washes. Fill these 12. Mark cleanout level in field. oreos slightly above the original grade, reseed and
mi mulch as soon as possible.
3.3'
42"~ TRASH
SCREEN 3" ANGLE IRON 3:1 SLOPE OR FLITTER
3.3 MAINTENANCE PLAN
~ INN
OaIPACTED SqL 1. All erosion and sediment control practices will ~ gg' = , a be checked for stability and operation following
SUPPORT BRACKETS FOR INN every runoff-producing rainfall but in no case less
VALVE CRANK 3.3' . .~O than once every week. An needed repairs will be ~`~i",~'~~nGi , I r Y
30" RISER ANTI- ~ I~IE~I Ik~l I I I I I ri mode immediately to maintain dl practices as ~ ~ ~ ~ ~ I~~~I~I~II II I pI~J ~ I desi ed. i~Jlgl , I~I~I~gI ~ I~ 9n
VORTEX 13' I~ 2. Sediment will be removed behind the sediment 9' IIIN --~?I fence when it becomes about 0.5' deep of the
BAFFLES 3' TYP. fence. The sediment fence will be repaired as
T necessary to maintain a barrier. TEMPORARY BERM DE AIL 3. Ensure temporary sediment trap Is cleared once
8' TOP VIEW sediment reaches cleanout mark.
4. All seeded oreos will be fertilized, reseeded os necessary according to specifications in the veg-
etative plan to maintain a vigorous, dense,
vegetative cover.
NOTE:
ANGLE IRON STRUCTURE TO BE
° ° CAST APPROXIMATELY 1' MIN INTO 1 MIN a , TtMPOAARY SEEDING
° THE RISER ANCHOR BLOCK. T W WITH RISER AND ° FRONT VIEW OP VIE d ° SUMMER (May 15 -Aug 15)
ANTI-VORTEX BAFFLES CONCRETE BLOCK German millet 40 lblac
FRONT VIEW FALL (Aug 15 -Dec 15)
Aye (grain) 120 lblac
WINTERIEARLY SPRING (Feb 1 -May 15j
A T T Aye (grain) 120 lb/ac Korean lespedeza 50 lb/ac
NTS NTS Lime 20D0 lblac
10-10-10 750 lblac straw 2000 lb/ac
PERMANENT SEEDING
3' GRASS-LINED CHANNELS
FILTER DIAPHRAGM-Use a fine Tall fescue 175.200 lb/ac D Kentucky bluegrass 20 LbraC
sand and ravel a re ate W1 9 99 9 Rye 40 lb, ac
2x for fiter materials. 6„ Lime 4000 lbiac 10.10-10 fertilizer 1200 lb/ac
i e sfi E PP =111~~11 straw 4000 lb/ac _ III=III=
=i IIIi~ ALL OTHER SURFACES I I (-I
1' I-~~ Tall fescue 130 lblac
Kobe lespedeia 10 Lb/ac Rye 40 lbiac
Lime 4000 lblac
H2 2x H1 10-10-10 fertilizer 1000 lb/ac straw 2000 1blac
pipe ~
12" 12"
6"
W2 T N
NTS
FRONT
NOTES: 1. ALL CONCRETE SHALL BE 4000 PSI MINIMUM. 'SI MINIMUM. GENERAL NOTES:
2. REINFORCEMENT STEEL SHALL MEET ASTM-A61 w 1, ONLY DISTURB CLEAR OR GRADE AREAS NECESSARY FOR CONSTRUCTION. ET ASTM-A615 GRADE 60 WITH 2 FLAG OR OTHERWISE DELINEATE AREAS NOT TO BE DISTURBED. EXCLUDE
MINIMUM CLEARANCE. VEHICLES AND CONSTRUCTION EQUIPMENT FROM THESE AREAS TO PRESERVE
NATURAL VEGETATION.
2. CLEAR AND GRUB AREAS TO BE FILLED TO REMOVE TREES, VEGETATION, MUCK, ROOTS, OR OTHER OBJECTIONABLE MATERIAL THAT WOULD AFFECT
INSIDE PIPE ~ I W2 Hl H2 D E THE PLANTED STABILITY OF THE FILL,
DIAMETER REINF. LBS. W1 ~ PI erF Fu I IN I CYFRC NnT Tn FXCFFf1 6" IN THICKNESS AND COMPACT THE
12"' 15"' 18 N0. 4 2060 44 64 2 64" 23" 42 1/2" 18 1/2" 27" LAYERS AS REQUIRED TO TO REDUCE EROSION, SLIPPAGE, SETTLEMENT, OR OTHER RELATED PROBLEMS.
21", 24" NO. 4 3100 50" 85" 3 85" 31" 56" 24" 33" 4. KEEP DIVERSIONS AND CHANNELS AND OTHER WATER CONVEYANCE MEASURES FREE OF SEDIMENT AT ALL TIMES, Om
USE #6 REBAR J 27", 30", 36" NO. 4 5940 64" 108" 4 108" 41" 72" 36" 49" 5. ROUGHEN THE SURFACE OF ALL SLOPES DURING THE CONSTRUCTION OPERATION
6 O.C. WITH 2 1.5' 2 &A " " " " " TO RETAIN WATER, INCREASE INFILTRATION, AND FACILITATE VEGETATION SSOC1ateS
CLEARANCE 42", 48" NO. 4 8040 79" 150" 5 150 52" 79 40 64 ESTABLISHMENT. Engineering, Inc. 1 L- " " " " 6. PERMANENTLY STABILIZE ALL GRADED AREAS IMMEDIATELY AFTER FINAL P.O. BOX 1787
54", 60", 72 N0. 4, NO. 5 16000 105" 161 6 161 60 9O 48 90 GRADING IS COMPLETED ON EACH AREA. APPLY TEMPORARY MEASURES ON ALL
GRADED AREAS WHEN WORK IS TO BE INTERRUPTED OR DELAYED FOR 15 SHELBY, N.C. 28151 WORKING DAYS OR 90 CALENDAR DAYS. 704-484-3778 ~RETE HEADWALL
54 PRECAST CONCRETE HE.
USE 4000 PSI HIGH EARLY DATO 06-11-01
STRENGTH CONCRETE 4" CONCRETE SPILLWAY
THICK NTS MAAWM NO. 01023
SHEET 2 OF 2

r...--,-- . ~ _ - - -
r _ _ _ _ ~ _ carry rip-rap up
~ sides of spillway `,,~'~~~i~i~ihr,
470 T ~ r i rr~-~-r-f-'-~-T i I i' I i ~ ~ I I I I r-rr-r i = ~ ~ ~ I iop of berm ~ washed stone 2 ~ \ ~ ~ Ci~ A ! o ew ion a s ormwa er 1' freeboard min 4, •
~I~ ~T I ~ ~ tom, Tel T?T~T~~i I ~ ~ _ ICI I IIII I fll II II I~ I I I I I I ~ ~ I I i I I I i~ I I I I- ~ I t~ ~+H-~-~T I,~-,-,-r----~~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ i ~ ~ - ~ ~ - ~ z' ~ ~ ~ `P'
468 I ~-I-,~ -I-~-I--~~ I r~ I I~ ~ I I~-r-T-rr;T1 ~ ~ j i i i I ~ i i I I I i ~ i i i I I I ~ f ,I ~I ~ III ~ I ~ I IIIIII III ~ ~ ~ I I I.I.. rill ~ II'~~ I I I - ~ ,,1 ® m 9 - ~ 1 _ ~ i ® ~ \Y + 3' ,mot E
466 I ~ I ~I ~ l~ VIII _ I_lil Ililll i~ ~_I! ! II ~I~ lil I i I ~Ilal~ I gill 'til tl ~-~~r, t ~ --i--I-- ~ t rt r I~ I fit1-~~I - - I~l~ ' H ~ i ~ ~ (i t t fit-r ~r T+ 7 1- i Crt i + ~-+-+-i-+-~-+1~ I. I t I i I i i I ~ + . I - o 9LJ O Off' _
464 I i I I f I I I I i I I 1 1 I I I 1 1 1 1 1 ~ II I I , I I I t it l_ 11-i Z , I~ ~ I~~ ~ I i I I I ~ ~ I ~ r I I I I l l ~ I I I I I I I ~ I I II I I I , ~ , ~ i I ® 1., i m ~ o e o I ~-rap d50 = 9'
462 I, ~ ~ ~ I ~ I, I I ~ ~ ~ - I~ ~ ~ r-~- ~ I ~ t-~-~ ; I 1-~-~-~t ' I I I ~ I ~ I I r I I I I 1 I I~-r-rt ('~~Iiil IIII II I~ ,iiIIII~I"'~it~r!I~ ~ I I IIII~!II~ I I ~ IIII II IIII iIi i I ~T?-i-1-??~l+ ~ I maxirnum level of G'!NE• ~1;• I in,~aouG wrx wcHSatr ur ~i key in bottom layer edim~t collected ~ ~ um aae+ t~ s<ovc asa~noEs
460. ~ ~ ~ ~ ~ ,1 ~---r-rt-, ~ r I ~ ~ I ~ ~ I I ~ ~ I I III ~ I ~t I I I ~ ~ I I I ; I, ~ ~-t~~~ I ~ ~ ~ i_ _ ~-l-L:--~- ,-i-a ._J_ ~ ~~-(--~-,-r--G-++-r + a ~ v ~ I i ! I 1 u ~ ~ , ~ ,_I ~ t- ~ ~ ,i,1 ~II~i( ~ ,II I i GI-iIiIII,'; ' 1I{I_ i GROOVES MMT MWL GIiCH 50D, ~ ~ i uuairi 7xie"n"i trii5 of rip-rap ' ~ O \ w~,ru µo RmucE me+osf. level is reached ' h ~ ~ ~ r ~ i ~ ~
4581'1 I I,,'ai!~ I 1~~li.l~ ~-1- 1'lyda`u~-I'~I1 1- ~ll I ~ IIIIIIII~I ~j~~lI~III~II~II~II~ I ~ It.a 1 { _,I~I 111 ,i ~-~I ~ Iii I " 1 1 I ~ I_ II I C I L L I ~_11 ~ I II I ~i a.~~~1~~-.. ~ I I I I i i ~ ~ ~ ~ I i l i l i t I l i~~ i l i l i i i_ i i ~ ~ ~ SBCTION THROUGH BASIN AND FIITBR ~
456 , ~ ~I , ~ I ~ ~ ~ ~T;~ I ~ ~ , ~ I I ~ I ~ ~ I ~ I ~ ~ ~ -I i _C. C ~ ~ I I ~ I I ~ i ~ r t-~-I~±~ I Irt t 9 11 „ pc ~ ~ i I I I ill I I I I II f III, I I I I I r tli-rrllirl t-~ ~I ' + ' I-~ I ~ i ~ -1 I_x + i ~ ~ } } ~ I ~ I f f fi+~ I I corn r' -ra u r 1~ T~~NG ~ ~ sides of spillway
454 , ' I-' { i fij~ ~ rt ~ 1-~-I-I-~ t ~ ~ f ~ L~ t 4 ~ ~ I ~ i - ~ ~ _ ! 1 t ~ _!-t~ ~h ' -1 ~ ~ ~ i;! f I. f i i i t , 1 1 ' I_, I ~ I ! I ~ I' I i I I I 1 1 1 _ --1 1-i-I I I I' I I I I I I' I l r t i i. ~ I ' .:,-T- ' ' _ ~ ~ _ _ - ~ - - - - - 1 f ~f ~ 1 f i ~ f j ~l Q`~ = 9" ~ ~ np-rap i
~~I~i ? ~ I rt ' (t ~ I I ~ ~ i l -1 ~ (I ~ ! I I H I I ~ ~ i i i ~~a 1 ~ 1-:~ ~ ~1 1~~ i ~ ~ 1~~1 ~ ~ . I i ~ 4 ~ ~ ~ i 452, I; I~, ,;I i tin ~e II I I ~ I~ ~ F.. I j I t-~ i t r. l-.j~L~-~--~- i i i, t i I~-t I f ~ i i I I I i I~ _~`~~I i I f-i t~-F I I I t-_,-f_. --I--~-t-t--~- t 1....-, ~ i t o I, I I i i i i i I I I I i i +-t t-t-~t-t -I- i--~!-~t`-~-I -~-}1 1 I ~ ~ 1' freeboard mi t ~?tm,'~C~r'~(Cf~,"il'd~aF3v~
450 ~ - i I i i I i I fTl ~~-T~ ~ I - - ~ ~ I ~ ~ I { l ~.1__~ i.~ L ~ I I' " i ~ I l i i I I' I~ I i~ i i i I i1 1~ I I I i I~ ~t'i ~ t I ' I i I i I l i i I I I~ I i ~I 3' MIN. /5 washed stoney ~:1
III I ~ ~ I 4481 I I I i i i I I I i~~ ' I i ( i I I I C I rl n li i _ I I 1 I I ~-1-1 11_~ ' I I I h~I i i I I y I ._-L'-1~ -H_ ~ . ~ ~ I ' i i a~ i I I LJ 1 ~ I t l ~ I _ I I I ~ i v `1 ~ j 2:1 SLOPE
446 I ~ f ± ~ . I r { I ~ + }I.-- ~ t r I ~ ~ 1 , , -t E t I ~ t- ~ I- ; ~ ~ I~ 11 .I l r t f~~3 I I ~ I# l a I_ ;11.~ I r ~ '-~i ~ 1 1 ~I I ~ ~ ~ - ~ I I -I~ ~j j r 1 { ~ ~ r? ~ I ~ I I~ it C i { i r I I I i l( l f I ~ I I 50 t"r 8~ ~ ~ dam width i , ..1 ~ SECTION THROUCT3 BERM ANB FILTER
I 444 f ~ ~fil~ I ~ II ~ ~I I t-~ 7-i i - I ~ ~ ~ i I I i I I ~ ~ , ~ ~ ~ ~ ~ I fi I 1- i t I I I I I I I ~~~I I i I I I I I I I I i I i
I . r' I- I I I I I I 442 I I ~ I ' , F ~ I , I a { ~ , i ~ 'I ~ { ~ I ~ I ~ I ~ ~ ~ i' ~ ~ ~1 ~ ~ I I { ~ - _I ~ ~ I f ~ I ~ I I ~ ~ I ~ I r i I ~ i I ~ ; i I ~ ~ l ~ l ~ I i ~ ~ ~ I i I ~ ~ ~ ~ I i I T r1LE I~rt I II i I~~~ i I I I ~ ~ i ~ ~ i ~ I ~ ~ I I_ ~ ~ ~ I I ~ I ~ ~ ~ I _t ~ , I a ~u I I I ~~a- I' I'IIIII~III~I I II VIII ~ - ~.I~ I I. ~~;~;,Ifi1~I IIIIIIi ll~~~lli~lllll ~I ~ , ~w~,a ~ VIII I ~i
ALL I ~ 1- ~ ~ ~ I j I I t s e i ~~II ~ I I J , -t-t ~ ~l ' ~ y-~-~-I-~~ 440 + ~ { I k f ~-I A a ( ~ , r ~ ~ # I~-+ ~ r r r ~ ~ • I ~ 111 ~ Iz 1 III I ~ ~ ~ I (-*-_j ' {-J ~ri-~ T I T I I i I ~ ~ T1._~ 7-r1-~---i-r-r-~- }-I i I ~ i I"7 I ~ ~ ~ i ~ T~~ ~ I ( ~I I i i ~ I I ~~17_ ~ ~t . (-s, ~r . ~ ! i
I I f ~ i f l a 438 rl V I I I I r i s _ i Ii~il-IG 1I _I__I I i { i ~ I ) -I r I I r I~ ~ i_rt I GRDavES Net GTCH ~ i~ 1 I n~ , wKa+. _ ~r
I I' -f t T i I i l l 1~~ 3• i ~ I. i I ~ 2 ~ I I I 1 I - L- I- I ~ ~ I- ~ I 436 ~ ~_L,-I I ~-1-T++~-i--~-+-'-+ I ~ F I r_I - _ _ ~ I ~ , , , , , ~ -~-I, I + - I l i a ~ ~ I I I ICI , ,!L,+, ~ 1,,r~ ~ I- I i I I I I I I I I I i ~ } 1 + Rua a i °o ~ ~ of /~7h6/~ jp, ~
l i l I I I ~ ~ ~ I C I 1 LI ~ ~ ~ ~ I I a 434 ;--r-r-r ;~-r T -r- ~ ~ ~1~ ~ ~1rt. ~ _ ~ I I %i XI ~ ~ ~ ~ f " i i i r ~~~I ~rt I ~ II -i .I T~,_ ~ I,r~l I -I- "~h ` Mi • i~ ~ i / ~
t-~ ~ { ~ ' II ~ I ~I~I~ ~ ~ ~ ~,I ~~I II II II I i~li ~ I i I 432 ~ I t( ~ ~ ~ I ~ ~ I ~ I ~ .I ~ ~ I ~ T ,,Ir _ II I IIII ~I I ~ , CONTOUR FURR01fS ~ ~ ~ d5o = s° TEMPORARY
I-+++--r~ t~+-I-~-~ I I ~ I ~ fi i I I I i ~ I~ ,_l~l- I~ ~ 1_ II~ - 430 ~ ~ ~ a ~ _I ~ ~ ~ I I I ~ I , ~ ,i_ii .~._i. i. rt~ l 1 1 1 I Ii I l i l i ~ I ~ ~ I I ~ I ~ I ~ _ 1I r~i i,i t I I I ITi I i~ r} I-+__ I I i i l 1 I i I I i I i i ~t-t - - "1-t-t~-t-1~ ~t~-t-t-f-~'-~rt 1 r - SURFACE rip_rap I - ; SEDIMENT n ROUGHENING ' eQLSrECrIVE vlErr ~ TRAP
I '-t 428 I I I I I ~ IIII rtllli II ~ I I ~ I I I I - , _ , l _ J ,
~+-r t--rfi--r- --r t+ ~-t J-J----,, r ~r1 -r ~ -r~ t I ~ t' I r-+-I-H L+~-~~ jt fi I C j~ i i- r I ' I _~_i_ ~ I I I I I i i i ~ ~ t i 11.f ~~-~~~_~~_I i~ 426 ~ ~ I ~ ~ , ~ ~ ~ I ~ ~ I E ~ I ~ I . 1-fl I -i i y I I i I L I i l l I I I I }-i ~ I I I I I I I~ I _ ~ ~ ,II I i _ ~i ~ I I ~ I~~
~ ~ z- I ~ ~ ~ I I I-I-+-~-I F'-~ ~ ~ ~ iHrt ~~I I T ~ i ~ ~ ~ ~ ; i , I i , ~ I I~1~1 424 ~ t I ~ r~ I I I I. ~ I I,, I I I II I i I I I, + rH I I I ~-1-~~~-t ~ ~ ~--t-IfiPt1-i1 I I~ fi l II ~ ~ t I- -I I I I _i - -I I _ I I I I ~ I I ~ I I I I i ~ i ~ ~ I ~I (I I I~ ~ I ~ ~ I I I - i I I I I y l i I I I I I ~ i I t i i ~ ~ I i ~ ~ ~ N CONSTRUCTION SPECIFICATIONS CONSTRUCTION SPECIFICATIONS R
r I t ~~t I ! ' ,rte ~ ~ ~ ~ 1 ~ ~ I Y I ~ - 1 ~ t_ 1 ~ ~ ~ ~ I ~1 III i I + ~ ~r 3 ' ~ - i -r+~ ~ ~-1 -i-+! ~ ~ , - I I-~ i I ~ 422. I fi I I , ~ ~ I~ ~ I I l i I~ t1-1 f l 1-t~ t ~ I I r (1 f t 1 { t t-I ~ ~ I t r FILL SLOPES 1. Clear, grub, and strip area of all vegetation and root material. Remove all objectionable material.
T~ , I L I F ~ I + . ~ ~ . I I I~ , I ~ a ' fi r~ ~ , ~-r;- E I I ; J I I D~TU~1~ ~LC[~ I_~ ~ I ~ ~ ~ ~ , ~L ~ ~ i ~ I{ I I I I I I I„ 1~ ~ i 1 I i i I 1 i I I I I I I r I I I I ~ I t I ~_i_t_i _~_LS__~l i~ i(-i- I I_Lfi i i i i- ~ 1 J, I-_I i i _i_ I. I_I_~ i i t_~_i ~ 1 1. Place fill slopes in lifts not to exceed 6 inches and 2. Ensure fill materiel ie frar Of nhjer±innable material. L
d20. G~ ~ ~ ; j ~ ~ i I I i it make sure each lift is properly compacted. Place fill in 6" lifts and machine compact. r 2. Ensure that the face of the slope consists of loose, 3. Protect connection between riprap and soil by using ~ 1=.
I rn11 ~ of of o. I .I 'i ' uncompacted fill 4 to 6 inches deep. filter fabric. Extend fabric across spillway foundation and fa 3. Groove using any appropriate implement that can sides to top of dam. ~
M NI N, 0~ ~D'. t~ cfl, BFI d' III d' d'i ~ r be safely operated on the slope. Do not make grooves 4. Clear pond area below dam for sediment cleanout.
i less than 3 inches deep or more than 15 inches apart. 5. All cut and fill slopes should be 2:1 or flatter. 4. Do not blade or scrape the final slope face. 6. Ensure stone section has min. bottom width of 3' with
I I ~ ~ - I - - ~ max side slopes of z: 1.
0+00 1+00 2+00 3+00 CUT SLOPES AND UNGRADED AREAS THAT HAVE BEEN 7, Ensure weir is level and constructed to grade.
CLEARED AND GRUBBED S. Material used in stone section should be well-graded re of st 1. Roughen cut areas to shallow grooves by normal mixtu one with d50 size of 9 and max size of 14 .
tilling, disking, harrowing, or use of a cultipacker- 9. Ensure spillway extends post tae of embankment until a
seeder. Make the final pass of any such tillage stable conditions are reached. Keep edges of stone outlet implement on the contour. flush with surrounding ground and shape center to confine F..~
VERTICAL GALE- 1' - 1~ HORIIANTAL SCALE 1' - ~ 2. "lake grooves formed by such imY!pme;,±~ c!ase outlet stream.
together 10 inches) and not less than 1 inch deep. 10. Direct emergency bypass to natural, stable areas. 3. Excessive roughness is undesirable. 11. Stabilize embankment and all disturbed areas immed-
Immediately seed and mulch roughened areas to obtain lately after construction, including embankment, emergency
optimum seed germination and growth. Periodically check spillway, above the sediment pool and downstream. the seeded slopes for rills and washes. Fill these 12. Mark cleanout level in field.
areas slightly above the original grade, reseed and
mulch as soon as possible.
3.3'
2"~
TRASH
SCREEN 3" ANGLE IRON , 3.3 3:1 SLOPE OR FL11T1ER
MAINTENANCE PLAN
3' MIN
OOMPACTED S~ 1. All erosion and sediment control practices will
SUPPORT BRACKETS FOR VALVE CRANK 3.3' ALL 36' be checked for stability and operation following MNi every runoff-producing rainfall but in no case less
~ than once ever week. An needed repairs will be r~ i, Y Y
30" RISER ANTI- ~u~ - made immediately to maintain all practices as r - ` i~yitil~~ , i~'' designed.
VORTEX 13' sir 2. Sediment will be removed behind the sediment 9' MIN
BAFFLES , 3 TYP. fence when it becomes about 0.5' deep at the fence. The sediment fence will be repaired as
8' TE necessary to maintain a barrier. MPORARY BERM DETAIL 3. Ensure tem orar sediment trap is cleared once
TOP VIEW P Y sediment reaches cleanout mark. -
4. Aii seeded areas will be fertilized, reseeded as
necessary according to specifications in the veg- etative plan to maintain a vigorous, dense,
vegetative cover.
NOTE: ANGLE IRON STRUCTURE TO BE
1' MIN ~ a a a CAST APPROXIMATELY 1' MIN INTO a THE RISER ANCHOR BLOCK. TEMPORARY SEEDING
~ n e a FRONT VIEW TOP VIEW WITH RISER AND SUMMER (flay 15 -Aug 15)
ANTI-VORTEX BAFFLES CONCRETE BLOCK German millet 40 lb/ac
FRONT VIEW FALL (Aug 15 -Dec 15)
Rye (grainy 120 lblac
WINTFR/EARLY SPRING (Feb 1 -May 15)
Rye (grain) 120 lblac Korean lespedeza 50 lb/ac
NTS NTS Lime 2000 lblac
10-10 10 750 lb/ac straw 2D00 lblac
PERMANENT SEEDING
3' GRASS-LINED CHANNELS
FILTER DIAPHRAGM-Use a fine W1 Ta11 fescue 175-200 lbiac p Kentucky bluegrass 20 lblac
sand and gravel aggregate Zx for Titer materials. Rye d0 lbiac
pipe ~ E 6" Lime 4000 lblac ij'~I_ 10-10-10 fertilizer 1200 lblac
I r=l ~ straw 4000 16 f ac -
= ALL OTHER SURFACES
1' Tall fescue 130 lb/ac
Kobe lespedeza 1D lbtac Rye 40 lb/ac
H2 Lime 4000 lblac
2x H1 i1 10-10 10 fertilizer 1000 lbiac straw 2000 16lac
pipe ~ t"'1
12" 2" 12" r,r,
W2 6"
NTS
FRONT
~(QTES:
1. ALL CONCRETE SHALL BE 4000 PSI MINIMI 00 PSI MINIMUM. GENERAL NOTES:
2. REINFORCEMENT STEEL SHALL MEET ASTM• _ MEET ASTM-A615 GRADE 60 WITii 2" 1. ONLY DISTURB CLEAR OR GRADE AREAS NECESSARY FOR CONSTRUCTION.
MINIMUM CLEARANCE. FLAG OR OTHERWISE DELINEATE AREAS NOT TO BE DISTURBED. EXCLUDE VEHICLES AND CONSTRUCTION EQUIPMENT FROM THESE AREAS TO PRESERVE
NATURAL VEGETATION.
INSIDE PIPE nrwr ~ n~ „M 2. CLEAR AND GRUB AREAS TO BE FILLED TO REMOVE TREES, VEGETATION,
..M u(n r r~ r rn ~ r MUCK, ROOTS, OR OTHER OBJECTIONABLE MATERIAL THAT WOULD AFFECT ~
DIAMETER RCOir. Loa wl nc wl nc ni nc u r- THE PLANTED STABILITY OF THE FILL.
60 12", 15", 18" NO. 4 2060 44" 64" 3. PLACE FILL IN LAYERS NOT TO EXCEED 6" IN THICKNESS AND COMPACT THE 44" 64" 23" 42 1/2-18 1/2- 27" LAYERS AS REQUIRED TO TO REDUCE EROSION, SLIPPAGE, SETTLEMENT, OR
„ " » " " OTHER RELATED PROBLEMS.
21% 24" NO. 4 3100 50" 85" 50 85" 31 56 24 33* 4. KEEP DIVERSIONS AND CHANNELS AND OTHER WATER CONVEYANCE MEASURES
USE #6 REBAR 27" 30" 36" NO. 4 5940 " „ " FREE OF SEDIMENT AT ALL TIMES, Odom 64 108 41 72 36 49 5. ROUGHEN THE SURFACE OF ALL SLOPES DURING THE CONSTRUCTION OPERATION
6"0. C. WITH 2 1.5 64 108 `LCLEARANCE 42", 48" NO. 4 8040 79" 150" „ " TO RETAIN WATER, INCREASE INFILTRATION, AND FACILITATE VEGETATION pEing6ineering, SSOCIatCS 79" 150 52 79 40" 64" ESTABLISHMENT. Inc.
" " " " " 6. PERMANENTLY STABILIZE ALL GRADED AREAS IMMEDIATELY AFTER FINAL 1Q5 161 6O 9O 48 9O P.O. BOX 1787
60", 72" NO. 4, NO. 5 16000 105" 161 54 GRADING IS COMPLETED ON EACH AREA. APPLY TEMPORARY MEASURES ON ALL
GRADED AREAS WHEN WORK IS TO BE INTERRUPTED OR DELAYED FOR 15 SHELBY, N.C. 28151
PRECAST CONCRETE WRETE HEADWALL WORKING DAYS OR 90 CALENDAR DAYS. 704-484-3778
USE 4000 PSI HIGH EARLY 54' DAM 06-11-01
STRENGTH CONCRETE 4" CONCRETE SPILLWAY
THICK NTS DRAWIM NO 01023
SHEET 2 OF 2

__1 / o -rap~P \ ~iuui~ r
8P Y ` tt r 'iII t
a„ 'i t of Germ ~ washed stone 2 ~ ~ G.~h? rrrr ew ion o s arm er 1' freebaad min i ~ - 04 s
470 , , , ~ T ; ri ' ~ I ! ~T I ~i i ~ I ~ I ~ _ i , , N~~~~r I 1 I , }_I ~~,-,--r- ~r { I ~--j~*I~ ~ I, i I I l ~ I !~i 1-1~~ i IT~j i 1 I~-~r-r ! .r-~-~ T-,-r-r-~~ i I l ® q a - _ r t e _
j {J-!-~~' I ~T i ~ ~ ~ ' ~ ~ i { ~ ~ r I ~-~-1 } 1 _ L l ~j ITT ~ I ! ~ ! ! I ! I I 468 ~ ~ ~ ~ L ~ ~ ~ ~ ~ 1 . ~ ! ~ ~ ~ f ~ I I ! i ~L I L , ~ - ~ ~ _ ~ , ' ` ~ ~ ' _ ~a -
i ! ~ I ' i I I ! i ~ I ! i, ! I ! ~ i~ ! I i I _i__i i i____'..I ! i ~ i ~ ! i ~ i i ~ ~ I i-. _!_{.I ~ } -I-~ ~~--1... i I + '+-~-L-L~ ~ a ~ !~i ~ IIi!>I~I ( I _II i~~II~I~t ,T 7 ~ I ~ II ! , 466 {~l I ~ I ! I I f ~ I I i ? , ; ~ I I , I ~ ~ ~ ; ~ ~ ! ! ; ~ ; ! ! f ! I ~ , i . I , I I ! ! ! ! ~ ~ ~ I ~ ~ ! !~--L-~ rl- t !~-~--r -_t + !-r {I~" ,~j ~l~ I I~-r--~7 ~i ! -fir I 'i~'"-r~ I iI 'I I ! rT~~rt 1 7rt~ ~ I I i ' ' ly-~.- ! --:r~1~- 'y I
I ~ , : - , ! ~ I :--~-~-r~-~ ~ ~-r-~-`-~ 464 , '~'1' ~-III IT I ! i I !I I I i~~{i I I m i I i d~ = 9" - ~ ° m ~ ~-raP ~ d~ j E~.
'~1.1-l.' i '1 ~ ill I I ~ I' I i i I i E-+: -}-~-~Y r,-I+r--r ~ ~ ~ ~ ~ ~ ~ r iii i i ! i ! I ! ! 1i I!~ 1 462 ~ ~ I I ! I I _ ~ ! i ~ i -1-, ~ ~ ~ I ~ ~ I ! i ! I - - ~-+-~-r~ -~-r ! ~ maximum kvd of 'msaaaG' r~nx xr ur anent c I key m batten kybr ' `Q jT 0 i ed d eCted ~ ~ ® of ri -ra r ~ ilia down THE SLOPE PIIOrgES li D P Y
~ ~ ! i~~ i i t i I_ ! ~ I i i i i~l i I t i I _ I l_ -~~-~-I~- I~-(~-~} I I I! V I I I _ I _ ! r-t r-r-!~-,~~ ~ r~-r-~-~-~~!-~+~-~-rfir F r+~-r ~ I I I I I f I, 1 i~`-r-r-~+-~ fi I fit- ~ -F-11 460 - i, r ~ ~ ~ I~ ~ t I ~ ~ r ~ r: ~ i I~ 1-~~ ~ 11,! I I! r-t t!: I i I - _ ~ ~ , ._._~_~l a ~ , . , , , _ i ~ a j caoo~s not wxl cnta~ sem, ~ n~ when this ~ ~ rr, I~ ~ atrcw- an aEOL~ auHarF. j ~ lever is reached t ~ ~ i i i t i ~ ~ ~ n'~/ j I i SRGTION THROUGH BASIN AND FII,TER v
I I ! ~ t ' I I ! I i.' I+ , 1 i G_I ~ i i i~ i ~_(_F_ ~ ! I III I I;- i i-~-, i ~ , C j i ~ 'T~' ! I ~ I I~ I- I I I I t I I ~ 458 ~ i ~~~1 I I ! ~ I I I I I I ! _ i ! I~ 1 I I!! ~ I~ i i i i I I F-~ -.-rT'-r-' ~-;~~+-r -F ~ I~ ~ ~ ~ i i i ~ ~ I I i t t I I I~ I I I i ~ r ~ ~ I I I ~ I i i ~ ~ i I carry r~-rapp up
{ -t-` ~ ~ ~ ~ ~ I r l I ! I i t ~ ~ I 456 I~ ~ ~ ~ , t, o. ! ~ 1~~ I ~ ! ! -nl i } { ! ! , ~ I~ I I ~ I ! ! -I ! ! ~ ! ! ! ! is ~ ~ ~ I ~ TRACIQNG i I sides of spllway i d50 = 9'
454~~ ~ - ~ ~ I`I I II I ! 1{i! -I ~I II If i I IIIII'I'III~~iII 1 I l i ~ I I I I ~ i I ~ h17 IIII i I' I I I C I I I I I I I I I' I _ _ ~ i~ ~ ~ rip-rap I
i , '_(_-1_I I i _a t ~ ' ~ ~ I I ~-r I I ~ ~ ! -I_! ~ ~ ~ ~ I ! l..l- ! i I !i ~-~--L-~-~-~! 452 C -T~j j ! t i i i i : i! i I i 1"~ i i i A 'B I. 1 1 1 1 1 1 II ~J~I ~ I ~ I ~ i ! I 1' ! I - I i I~ _i I i I {_I ~ I I f ~ I 1' freeboard mi
' ~-~-ri~-j_-...~ ~ , , . t-~~~ -t±-~~ I -r ! 1 I~ - - ii t i . j ' T ~ ! ~ t-~~I ~ ~ .-~t-t--. ~ ~ ~ ! ~ 1+-;~~~{--1--~ { ~ } -r r+-~~ t ~ + ! ~ ~ ! I ~ ~ ~ ~ ~ ~ ~ 1-1~~ ~ ~ _ 450 r-F-± } a--~ ~Ft-~ ~ I , t ~ ~t 1 ~V I ~I l 3' MIN. 1_`_ I i15 washed stone-~
I I, ~i i i i - ~ ~ I` i 1 I ~ I i i i t + I I n I I ! III I I I ! I ~ I I i I I I I ~ I I I I I 448 ~ ~--r,-) _ ~ I ' i i ! I -~I~iT i i t-~F~~ ' ~ ' , I ~ { I I~~ ~L ~ ! . ~ t I ! ~ ; 1 ~ :1 L E - ~
~ tr~~r~ J~ I r _ I 1 ~ ! ~ I I ~ i! f ~ 1 ~r- I I i .i. 1~ 446 I I ~ 1 I ~ ~ 1 --r- r fi I 30 ~ 6. , dam width - ~ ~ SECTION THROUGH BERM AND FILTER
rT i a ~ r~l~l i ~ ~ I 444: I~r !i!~I-~~~IiI~' ii !li{Ei;I~Ii 4 fit II!!.n rr III'_II i I I i, i ,+~~I ~ j ~ _ ~ L_{_f} t ~ii IIl_.;_!_!1 I _i I, ~ I-r I T i_ ~ 1 _ ~-r ~ l l l; I - + I I
! , III „`~rt!I , Ijlll'i j IIII II ~I ~ I i- -I I - ~ 442 ~ t I +~-I~ I t ~ 1 ~ ~ ~ I , { ~ I ! I ~ r ~-r ~ L ~ -r-{ - , - T' ' ! i I ! I r ~ , ~ , ~ 1-1 I (t~ t 1 rt I r t ~ t ~ ~ r ~ -~r-~;-,-r ~-~-~-1--~ ~ I ~
II I , i t 'r 440 I-~~-~- ~-~-r~ . , ~ ~ ~ ~ ' i ! I T i ' ; i~ -t! - 11 I i t ! I ! I I ~ I ! _ i ! ! _ ! ! ! ! _ ! t . _ I ! t I ~ e 1
~ I rt III fi - I I ! III 8 ! 43 I i I i { ~ { ! GROaJES MRL areH I j d~~ ~ 1 j s®, . wwcH. I~ ~nl RAMFlLL NO DECREASE ~ / A! 2
s ~ !u . ~ f 436 s - - - ~ i-~ ~ ~ : ~ ~ RUNDFF. I~ 1 ~nh~ lo, ~ , ~
!ill I!~t r~Ct" 434 r1 ~C ~ I 1 C : I Y- I f 1 f C1-1~j 1 1 ~ ~X I i- ; ~ I ~ / I ~ ~ ~ ~ 11
I ' ' - ~ r-r ~ ~ ~ ~ 32 7-I ~ I I I _ 4 ~ ' Y~r -I ~ ~ ' ~ ;-r r-~ ' ! ' I-r'r ~ ~ ~ ~ C 1~ ~ ~ ~ I r*~l ~r T CONTOUR FURROIIS d5a = 9' TEMPORARY i
~ ~ , ;--ter ~ f k--~-rTrt-, a-F + ~ +-~~-1-,~-rT j ' ~ ~ ?~'T ! ~ f ~-1 + I I r~-± ~ -f-N-~-7-F+- ; , r ~ I ~ ~ ' ~ r { t~ ~ ~ I 430 - i--~-!-4-+~-~-~-! I ~-,~r~ ! ~ ! ~ ~'t'-_! -t~ ! ! r ~ ~ i -1 ~ ! ! ! ! i i f -fah II SURFACE SEDIMENT ROUGHENING ~ ~ ~
i ~ ~ I~ ~ ! I - t 1 c*-' I r-f rr t--~rt . i~ Irt" ~ I~ ~ i t I I I ! ! ~ I ~ I I i I l i I! 428 _ !h---~- ~ r rte' I T } - PERSPECTIVE VIEIf TRAP
! ' ~
426 IF-+~ ~ r-- y-~,----`rt + ~ ! I ~ v i , t ~ _!-_~_i. i~~.J r ~ ~ ~,I , , CONSTRUCTION SPECIFICATIONS CONSTRUCTION SPECIFICATIONS
424 ~-rr ~ ~I {~1-1-,' I ~ ~ ~ ~ fi ~ ~ , I ~ ~ I , , i~_ ~ _ i-t- ~ , ~ t Wit, r j.i.}.~ r I, ' -i fi-~- - - t rte-(-I ?-1-1- ~ ~ ~ t ± ~ -{-I"~t ~ ~ I ~ ~~~t~.~ ~ i ( I ~-I~~-j-?-±-1--r~~t-; ~ ~T I i i _ i I_ ! i ! ~ + i-+ ~ ~ ~ ~-r-t + t ~ 'F i FILL SLOPES 1. Clear, grub, and strip area of all vegetation and root ~ material. Remove all objectionable material.
422 Crhf ~'LEf " ~ t ~ ~-~-r I~- ~ ~ i- ~ ~ ~ - - ~ I ~ r r ~ ! ! 1 1 T_ ~ ~ 1~ I Li I_~ I I I I_ LI i LI_~ Ll I I LPL ~ I+_I DAT ,r }-~-I rte` I I i i! _L 1~ L I I LL I' 1 i I i I J~ -r r.1 1 1111 I{-~ i, } _1~ ~ I I I 1_ ~ ~ I I L 1~ I I l L1~_. 1 1 1~ -r . IJ 1 ~ , L~ i I LJ_l ~ L ~t ~ I-I 1. Place 611 slopes in lifts not to exceed 6 inches and 2. Ensure fill materia! is free of objectionable material. make sure each lift is properly compacted. Place fill in 6" lifts and machine compact. g ~
X20. Gtr ~ I I i I 2. Ensure that the face of the slope consists of loose, 3. Protect connection between riprap and soil by using
I o _ olo rn'I ~ ~I~ I uncompacted fill 4 to 6 inches deep. filter fabric. Extend fabric across spillway foundation and r, 3. Groove using any appropriate implement that can sides to top of dam. ~ r~
I ~I, ~ N NI III ~I t\~ ~I 'i i dl r0 Mi be safely operated on the slope. Do not make grooves 4. Clear pond area below dam for sediment cleanout.
~ ll less than 3 inches deep or more than 15 inches sport. 5. All cut and 611 slopes should be 2:1 or flatter. 4. Do not blade or scrape the final slope face. 6. Ensure stone section has min. bottom width of 3' with
I i i I _ - - _ I I - ~i
_ _ - 0+00 1+00 2+00 3+00 CUT SLOPES AND UNGRADED AREAS THAT HAVE BEEN max side slopes of 2: 1. 7. Ensure weer is level and constructed to grade. CLEARED AND GRUBBED 8. Material used in stone section should be well-graded - 1
1. Roughen cut areas to shallow grooves by normal mixture of stone with d50 size of 9" and max size of 14°. F"~1
tillin , diskin , harrowin , or use of a culti acker- 9. Ensure spillway extends post toe of embankment until a g g g p stable conditions are reached. Keep edges of stone outlet
seeder. Make the final pass of any such tillage implement on the contour. flush with surrounding ground and shape center to confine H
~ll~!'fLr ~7M!"!Ld'i 2. Make grooves formed by such implements close outlet stream.
together 10 inches) and not less than 1 inch deep. 1D. Direct emergency bypass to natural, stable areas. 3. Excessive roughness is undesirable. 11. Stabilize embankment and all disturbed areas immed-
Immediately seed and mulch roughened areas to obtain iotely after construction, including embankment, emergency
optimum seed germination and growth. Periodically check spillway, above the sediment pool and downstream. the seeded slopes for rills and washes. Fill these 12. Mark cleanout level in field.
areas slightly above the original grade, reseed and
mulch as soon as possible.
3.3'
2"~ TRASH
SCREEN 3" ANGLE IRON 3 3' 3:1 SLOPE OR FLATTER
MAINTENANCE PLAN
3' MIN
COMPACTED 901E 1. All erosion and sediment control practices will
SUPPORT BRACKETS FOR FILL 36" be checked for stability and operation following MIN ~ every runoff-producing rainfall but in no case less
VALVE CRANK 3.3' _ ~ than once every week. Any needed repairs will be
30" RISER ANTI- I~III~i acir~i'~~~ i~r r=il~iil a iii made Immedlateiy tG maintain 01! praCtICBS aS i ~i i- o iii ~n i ~ i~ i~io ~ L~ I_, design
VORTEX 13' 2. Sediment will be removed behind the sediment 9' MIN -~I fence when it becomes about 0.5~ deep at the
BAFFLES 3' TYP. fence. The sediment fence will be repaired as
necessary to maintain a barrier. TEMPORARY BERM DETAIL 3. Ensure temporary sediment trap is cleared once
8' TOP VIEW sediment reaches cleanout mark.
4. All seeded areas will be fertilized, reseeded as
necessary according to specifications in the veg- etative plan to maintain a vigorous, dense,
vegeMtive cover.
NOTE:
ANGLE IRON STRUCTURE TO BE
e ° e CAST APPROXIMATELY 1' MIN INTO 1 MIN a , TEMPORARY SEEDING
° THE RISER ANCHOR BLOCK. e ~ e FRONT VIEW TOP VIEW WITH RISER AND S1161MER (May 15 -Aug 15)
!ANTI-VORTEX BAFFLES NCR T O K CO E E BL C GNrman millet 40 lb/ac
FRONT VIEW FAiI {Aug 15 -Dec 15) 'CS"~
Rye (grain) 120 lblac
NTER EARLY SPRING Feb 1 - Ma 15 _a W( I ( Y )
Rya jgrain) 120 lblae Korean lespedeza 50 lblac
NTS NTS L~n,e 2000 lblac
10 10-10 750 lb/ac straw 2000 lblac
PERMANENT SEEDING
3' GRASS-LINED CHANNELS
FILTER DIAPHRAGM-Use a fine W1 Tall fescue 175-200 lb/ac ~ Kentucky bluegrass 20 lb/ac
sand and gravel aggregate Rye 40 lblac
2x for fiter materials. 6° Linie 4000 lblac 10 10-10 fertilizer 1200 lb(ac
Pipe ~ E aL1=111 ~ ~ - sh~aw 4000 lblac
~II 71~ ALL OTHER SURFACES
1' 1- Tall fescue 130 lb/ac
Keba lespedeza 10 lb/ac Ry,~ 40 lbfac
Lime 4000 lblae
H2 2x H1 H1 10 10-10 fertilizer 1000 lb/ac st rztw 2000 lbl ac
Pipe ~
12" 12'~ 12'~
6„
W2
NTS
FRONT ~1pE
NOTES: 1. ALL CONCRETE SHALL BE 4000 PSI MIN 4000 PSI MINIMUM. GENERAL NOTES:
2. REINFORCEMENT STEEL SHALL MEET AS' ALL MEET ASTM-A615 GRADE 60 Y~TH 2" 1. ONLY DISTURB CLEAR OR GRADE AREAS NECESSARY FOR CONSTRUCTION.
MINIMUM CLEARANCE. FLAG OR OTHERWISE DELINEATE ARI AS NOT TO BE DISTURBED. EXCLUDE
VEHICLES AND CONSTRUCTION EQUIPMENT FROM THESE AREAS TO PRESERVE NATURAL VEGETATION.
2. CLEAR AND GRUB AREAS TO 8E FIILED TO REMOVE TREES, VEGETATION,
INSIfIF PIPF ~1ur.K RnnT~ nR nTHFa na.iFCTInNABLE MATERIAL THAT WOULD AFFECT
DIAMETER REINF. LBS. W1 W Wl W2 Hl H2 D E THE PLANTED STABILITY Of THE FII L
60' 3. PLACE FILL IN LAYERS NOT TO EX('EED 6" IN THICKNESS AND COMPACT THE LLU
12", 15", 18" NO. 4 2060 44" 64 44" 64" 23" 42 1/2"18 1/2" 27" LAYERS AS REQUIRED TO TO REDU(:E EROSION, SLIPPAGE, SETTLEMENT, OR OTHER RELATED PROBLEMS.
21% 24" NO. 4 3100 50" M 50" 85" 31" 56" 24" 33" 4. KEEP DIVERSIONS AND CHANNELS AND OTHER WATER CONVEYANCE MEASURES
USE #6 REBAft 27", 30", 36" NO. 4 5940 64" 101 „ " " " " " FREE OF SEDIMENT AT ALL TIMES, Odom 64 108 41 72 36 49 5. ROUGHEN THE SURFACE OF ALL SLOPES DURING THE CONSTRUCTION OPERATION ~
6"O. C. WITH 2" ~ 1.5 ti• " 52" 79" 40 " TO RETAIN WATER INCREASE INFILTRATION, AND FACILITATE VEGETATION WissOCIates
CLEARANCE 42", 48 NO. 4 8040 79" 151 79" 150 64" ESTABLISHMENT. Engineering, Inc.
54" 60" 72" NO. 4, NO. 5 16000 105" 16- " " " " " 6. PERMANENTLY BILIZE ALL GRADED AREAS IMMEDIATELY AFTER FINAL 105 161 60 90 48 90 STABILIZE P.O. BOX 1787 GRADING IS COMPLETED ON EACH AREA. APPLY TEMPORARY MEASURES ON ALL SHELBY N.C. 28151
54' PRECAST CONCRETE GRADED AREAS WHEN WORK IS TO BE INTERRUPTED OR DELAYED FOR 15
,ONCRETE HEADWALL WORKING DAYS OR 90 CALENDAR DAYS. 704-484-3778
USE 4000 PSI HIGH EARLY DAM 06-11-01
STRENGTH CONCRETE 4" SPILLWAY CONCRETE THICK
NTS DMW>M NO. 01023
SHEET 2 OF 2

8'
FRONT VIEW
TRASH
SCREEN
VERTICAL SCALE- r - 14Y
30" RISER
ANTI-
'TEX
FLES
TOP VIEW WITH RISER AND
ANTI -VORTEX BAFFLES
TRASH RACK DETAIL
NTS
3'
FII TFR n1APHRAr,M-Ilca n fines
3" ANGL
SUPPORT BRACKETS FOR
VALVE CRANK
CONC.,_ ­
HOMMWAL
3.3'�
FRONT VIEW
USE #6 REBAR
6"O.C. WITH 2"
CLEARANCE
USE 4000 PSI HIGH EARLY
STRENGTH CONCRETE 4"
THICK
fI
SAND FILTER
NTS
60'
T
1.5'
54'
CONCRETE SPILLWAY
NTS
�3.3'�
3.3'
TOP VIEW
NOTE:
ANGLE IRON STRUCTURE TO BE
CAST APPROXIMATELY 1' MIN INTO
THE RISER ANCHOR BLOCK.
SUPPORT DETAIL
NTS
H2
H1
i
12"
W2
12"
NOTES:
1. ALL CONCRETE SHALL BE 4000 PSI MINIMUM.
2. REINFORCEMENT STEEL SHALL MEET ASTM -A615 GRADE 60 WITH 2"
MINIMUM CLEARANCE.
INSIDE PIPE
DIAMETER
REINF.
LBS.
W1
W2
H1
H2
D
470 I
: I I
I I
468
I I
I I I I
�i I , i I
I f I
-l- - l
,
L-
I i i
I
I
--i-
�--1- 44
64"
�_-�
II j l l
i
- },�-i-�-�-
I I I
27"
21 ", 24"
NO. 4
3100
50"
85"
466 �-� T�
tI����
����i�
+-� I-41
-_
�'
-"
1
--?
-v
5940
1
108"
464 I , _
I I
462-
:
36"
49"
42", 48"
N0, 4
8040
i
150"
52"
79"
40"
64"
54", 60", 72" INO.
t.- a..
16000
460:
,
r,I!;_1
I
i, -�+- - 1
� ! . j 1 a-
-
1+
I1r458
_
'
I
Ell,
,
I
I(
90"
456�y t T r ' ��7
i a:-,
-, 1
-�
t
454irn
452 Wit- �, .r
�I R He
I
tI_
:
I
I
��--� +
f
n e
:
I
_
�
450 r
L.1
+-
:
1 1
��I�I
448
I hi t I
11
MAI
I
-` -
to �. .
446 , , + + t1 tom`+��
i
a
!
+
I
r
+\-I ,
444 -y
r�
r
{
��,
I
'
,
t�T\r7 .
I irtr
r r
t
442 -,- f t t- .
r 1
_�+ �r { I
I
r LE s s
-
_
--
-
,
-
- -
-i t
:. .
s s
I
440 , _, t ,
-
438 -r;�-� : I 1
T 7 T -T-T I T�r�
- I I I I I I � i �
i -i
-
„
+ '
( I l l I„
I
I I f_ i
!
-
14
436 1 T
3' 2
-. -
fIL TEF
II
I ,
I ! L
II
'F.
434 - �t \r -r
I
LSI
-- - fl
432
!
I
430 _I - 1 _ .-
r..lr .
i S I I
, -
, I . . . . . � ��
rt r\fi+fir r rfi 1��
r r�rt t -t
t i
1 t
t
428
1 r rr�T +fig +
426
424
i
i
4 ; ._ t i � , {
_;" '
t 1
t
t"
�T TT
-
1 I
422
I-
- ! !
-4-
1
lr
1_
_ ,
_
-
- - --f
,I
DATLM A'I�6 L;
I
420.00
I
0�
n'
of o
M Mi
MI
d -I
MI
M')
M
��
d]
0+00
1+00
2+00
3+00
8'
FRONT VIEW
TRASH
SCREEN
VERTICAL SCALE- r - 14Y
30" RISER
ANTI-
'TEX
FLES
TOP VIEW WITH RISER AND
ANTI -VORTEX BAFFLES
TRASH RACK DETAIL
NTS
3'
FII TFR n1APHRAr,M-Ilca n fines
3" ANGL
SUPPORT BRACKETS FOR
VALVE CRANK
CONC.,_ ­
HOMMWAL
3.3'�
FRONT VIEW
USE #6 REBAR
6"O.C. WITH 2"
CLEARANCE
USE 4000 PSI HIGH EARLY
STRENGTH CONCRETE 4"
THICK
fI
SAND FILTER
NTS
60'
T
1.5'
54'
CONCRETE SPILLWAY
NTS
�3.3'�
3.3'
TOP VIEW
NOTE:
ANGLE IRON STRUCTURE TO BE
CAST APPROXIMATELY 1' MIN INTO
THE RISER ANCHOR BLOCK.
SUPPORT DETAIL
NTS
H2
H1
i
12"
W2
12"
NOTES:
1. ALL CONCRETE SHALL BE 4000 PSI MINIMUM.
2. REINFORCEMENT STEEL SHALL MEET ASTM -A615 GRADE 60 WITH 2"
MINIMUM CLEARANCE.
INSIDE PIPE
DIAMETER
REINF.
LBS.
W1
W2
H1
H2
D
E
12% 15% 18"
NO. 4
2060
44"
64"
23"
42 1 /2"
18 1 /2"
27"
21 ", 24"
NO. 4
3100
50"
85"
31"
56"
24"
33"
27% 30", 36"
NO. 4
5940
64"
108"
41"
72"
36"
49"
42", 48"
N0, 4
8040
79"
150"
52"
79"
40"
64"
54", 60", 72" INO.
4, NO. 51
16000
105"
161"
60"
90"
48"
90"
PRECAST CONCRETE HEADWALL
'TRAcraNc' W,rH +A•cr«NEi,r � _ � AND DOWN THE SLOPE PROVIDES --
GROOVES 7WQ WILL CATCH SEED.
RAWWL AM REDUCE RUNOFF
TRACKING
CONSTRUCTION SPECIFICATIONS
FILL SLOPES
1. Place fill slopes in lifts not to exceed 6 inches and
make sure each lift is properly compacted.
2. Ensure that the face of the slope consists of loose,
uncompocted fill 4 to 6 inches deep.
3. Groove using any appropriate implement that can
be safely operated on the slope. Do not make grooves
less than 3 inches deep or more than 15 inches apart.
4. Do not blade or scrape the final slope face.
CUT SLOPES AND UNGRADED AREAS THAT HAVE BEEN
CLEARED AND GRUBBED
1. Roughen cut areas to shallow grooves by normal
tilling, disking, harrowing, or use of a cultipacker-
seeder. Make the final pass of any such tillage
implement on the contour.
2. Make grooves formed by such implements close
together (< 10 inches) and not less than 1 inch deep.
3. Excessive roughness is undesirable.
Immediately seed and mulch roughened areas to obtain
optimum seed germination and growth. Periodically check
the seeded slopes for rills and washes. Fill these
areas slightly above the original grade, reseed and
mulch as soon as possible.
3:1 SLOPE OR FLATTER
13' MIN I
36" COMPACTED SOIL
nu_
SLOPE MIN FLOW
, -� IL--IiI IIT Ili„I, �1L� h -=-III ahll�n-J I, IIII -ul��
IT nr�u�nrnl ,- ' I ir'li lll�nll�l rlrill�il
9' MIN (_II�_i=
Imo-- --�) _
TEMPORARY BERM DETAIL
carry rip -res up-
sides of -, Tway
of berm #5 washed stone
3
2
-T 1' freeboard min
=t,
-\
i
2'
1 d5o = s'
rip -rap
moxirnum level of key in bottom layer
�sed'xnent collected of rip -rap
clan basin when this
level is reached
SECTION THROUGH BASIN AND FILTER
carry rip -rap up
sides of spillway
rip -rap
1 freeboard mi
3' MIN.
#5 washed stone
i 2:1 SLOPE
dam width
SECTION THROUGH BERM AND FILTER
s'
d` p9~J 1 TEMPORARY
SEDIMENT
PERSPECTIVIM ` TRAP
VE i
CONSTRUCTION SPECIFICATIONS
1. Clear, grub, and strip area of all vegetation and root
material. Remove all objectionable material.
2. Ensure fill material is free of objectionable material.
Place fill in 6" lifts and machine compact.
3. Protect connection between riprap and soil by using
filter fabric. Extend fabric across spillway foundation and
sides to top of dam.
4. Clear pond area below dam for sediment cleanout.
5. All cut and fill slopes should be 2:1 or flatter.
6. Ensure stone section has min. bottom width of 3' with
max side slopes of 2:1.
7. Ensure weir is level and constructed to grade.
8. Material used in stone section should be well -graded
mixture of stone with d50 size of 9" and max size of 14".
9. Ensure spillway extends past toe of embankment until
stable conditions are reached. Keep edges of stone outlet
flush with surrounding ground and shape center to confine
outlet stream.
10. Direct emergency bypass to natural, stable areas.
11. Stabilize embankment and all disturbed areas immed-
iately after construction, including embankment, emergency
spillway, above the sediment pool and downstream.
12. Mark cleanout level in field.
MAINTENANCE PLAN
1. All erosion and sediment control practices will
be checked for stability and operation following
every runoff -producing rainfall but in no case less
than once every week. Any needed repairs will be
made immediately to maintain all practices as
designed.
2. Sediment will be removed behind the sediment
fence whan it becomes about 0.5' deep at the
fence. the sediment fence will be repaired as
necessary to maintain a barrier.
3. Ensure temporary sediment trap is cleared once
sediment reaches cleanout mark.
4. All seeded areas will be fertilized, reseeded as
necessary according to specifications in the veg-
etative plan to maintain a vigorous, dense,
vegetative cover.
TEMPORARY SEEDING
SUMMIH (May 15 -Aug 15)
German millet 40 lb/ac
FALL (Aug 15 - Dec 15)
Rye (grain) 120 lb/ac
WINTIR/EARLY SPRING (Feb 1 - May 15)
Rye (grain) 120 lb/ac
Korean lespedeza 50 lb/ac
Lime 2000 lblac
10-10 10 750 lb/ac
straw 2000 lb/ac
PERMANENT SEEDING
GRASS -LINED CHANNELS
Tall rescue 175-200 lb/ac
Kentucky bluegrass 20 lb/ac
Rye 40 lb/ac
Lime 4000 lb/ac
10-10 10 fertilizer 1200 lb/ac
straw 4000 lb/ac
ALL OTHER SURFACES
Tall rescue 130 lb/ac
Kobe lespedeza 10 lb/ac
Rye 40 lb/ac
Lime 4000 lb/ac
10-10 10 fertilizer 1000 lb/ac
straw 2000 lb/ac
GENERAL NOTES:
1. ONLY DISTURB CLEAR OR GRADE AREAS NECESSARY FOR CONSTRUCTION.
FLAG OR OTHERWISE DELINEATE AREAS NOT TO BE DISTURBED. EXCLUDE
VEHICLES AND CONSTRUCTION EQUIPMENT FROM THESE AREAS TO PRESERVE
NATURAL VEGETATION.
2. CLEAR AND GRUB AREAS TO BE FILLED TO REMOVE TREES, VEGETATION,
MUCK, ROOTS, OR OTHER OBJECTIONABLE MATERIAL THAT WOULD AFFECT
THE PLANTED STABILITY OF THE FILL.
3. PLACE FILL IN LAYERS NOT TO EXCEED 6" IN THICKNESS AND COMPACT THE
LAYERS AS REQUIRED TO TO REDUCE EROSION, SLIPPAGE, SETTLEMENT, OR
OTHER RELATED PROBLEMS.
4, KEEP DIVERSIONS AND CHANNELS AND OTHER WATER CONVEYANCE MEASURES
FREE OF SEDIMENT AT ALL TIMES.
5. ROUGHEN THE SURFACE OF ALL SLOPES DURING THE CONSTRUCTION OPERATION
TO RETAIN WATER, INCREASE INFILTRATION, AND FACILITATE VEGETATION
ESTABLISHMENT.
6. PERMANENTLY STABILIZE ALL GRADED AREAS IMMEDIATELY AFTER FINAL
GRADING IS COMPLETED ON EACH ARE A. APPLY TEMPORARY MEASURES ON ALL
GRADED AREAS WHEN WORK IS TO BE INTERRUPTED OR DELAYED FOR 15
WORKING DAYS OR 90 CALENDAR DAYS.
Dl&wNc NO 01023
F--1
�o�
res
�
E
W
W
nIM-4
Dl&wNc NO 01023

carry rip-rap up ~ r ~ ~ i ~ ~ ~ ~
i ~ ! sides of sp0lway '~'h ~ top of berm ~ washed stone z ~ ~'A~
I a, I I eva ion o s ormwa er r 1' freeboard min ° - - p~' ES _ 0~ '
r _ r' ~ T ~d a _ ° - 9 I - ~ I ~ 2' Q t'
468 , - ~ ~ ~ ~ i l- I I -4 h- i m e ~w 3' X ~ ~ 1' - - ~ o ~ I ~ - -
~I 1~~ 1-ice, <<~.T- _~_~i~~r.ii. _i~ r I-- I i iii i~r i I~~-F~! } i i_~ iI i i_I ( 466. ~~~~~iT~ ~ - r~rii f~~ ~ ~ i~ ~ ~ i ~ + ~ lil'1 ~ ~ ~ 1 ' ~ i ~ 1' ~ - II _ - i 4 ' ~ ~ i ~ 1 d50 = 9`
464 f ~ I ~ ~ i i i ~ i ~ I ~ f I ~ i II 1 e° I ~ _r 0 ® W aP m i s ;d rNE.
I 1- -I-h r, i i 46211111 i i i ~ 1 ii i i i t i 1. ~ ~ i m - maximum level of ke in bottom la ~ ii ~ ~ ~ knent coAected ofyrip-rap ~ j t~
- 'ti~,~"-~ -r 460 i ~ ~ i t ~ I I i I 1~ Ih 1 'li i ~i 1 ~ II III II a ~ saoa~s mr MML cnM*+ s®. .m = level ~Q e~a~cl~eden this ~~~I L ~ awerx~ Mo amua auxrts. ° ~ ~ r i ~ i i i i i~ ~ SBCTION THROUGH BASIN AND FILTBR v
~I i 458 ~ i i i i i _r_ i 1 - - i ~ i ~1~ iii ~ lli i ~i ~V sorry rp-r up
456 r fi t t~-~~ ~ ~ ~ t ` ~ ~ j' ~ u F_ ' It; ~ ~ i i, ; TRACBING i sides of spillway d50 = 9" r _ rip-rap _L
454 ~ - _ - i ii i i,~, i ~~~i ~ I i ~I~ liitit ~ii i it iiii viii 1 f ~iiili i ~ ~i ~~il ~ ili i i - j ~I
~ i i 452 ~ -r-~ ~ i ~ i ~ i~ ~ i i i _ i i i i ~ i i i_ _ i , ~ i~ ~ i ~ ~ ~ i~_ I i 1' freeboard m' ii i ~tEIEBII'1[L"~~:?'i`R'Q~s'',Tw
~;f 450 I-r ~ ~ ~ ~ ~ ~ ~ ~r---~~~~r-,- ~ , ~ ~ ~ ~ r~ . , _ . ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ f ~ i~ ~ ~ ~ 1 L,_ i~ i,. i i -L_ i.-- ~ I ~ t ~ t i i 7... ~ ~ ~~r ~ - II iI i ~I i Ii'II l I~ ~ii 111~~ I I I i~IC ~ ~ 3' MIN. ~ I ;f!5 washed stone
I ~ ~ ~~il lillllllll ICI I~Ill~i ICI II I Ilil II f I~fi ~ i I I I I 448 ~ i ~ t ~ ~ ~ ~ , ~ ~ ~ - I I~ l - 1 r I 1 __A_
446 1, 1'-`~tI I'~I ~ ~ - rt ~ ~ 6. ~ J ~ , dam wdth - . ~ SECTION TOUGH BERN AND FILTER
i 444 ~ ~ ~ ~ 1 ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ I
I i i 442 r'-; ~ , ~ _--~-~~-r 1 - t , t r ~ ` ~ ~ , ~ S ~ 6' ' 1 i
a-u 1 ~ i~-r ~ TI ~T 440 ; ~ 1 ,-r, ii_ i ! I 1 v f I ewoorFS Mai. cen~n . ~ eyj~ f l
438. ~ ~ ~ ,ti ~ ~ ~ ~ ~ ~~t~ s®, ronuz~, mat ~r ~ en I awhF~u w+o of h~ ~ i , t pi t,:
~ r , r ~ ~ ~ i t I -1 436 f- t r T~-t-~- ~ (tom- rr~f7, 1 I ~ ~ +~~fh ro, ~ ~ M •
i `i i~ fi~~ i~~ ~i .u, ~~~+,i ~ ~ _ > r rtt-r1 r~r-r~-t-r-rrt r ~ r , ~iY i ~ i i ~ 11 f rl r 434 ~ - - _ ~y~ ~ CONTOUR FURROIIS ~ ~
i_-F-r-,-_.-,-~ ~ i i__ _.f 432 H~ -+-m- ~ ~ ~ ~ ' ~ H d50 = 9" TEMPORARY
r-r -;-,-r-rT~,-~----~-f-- ~ ~ ~ ~ ~ ~ ~ . ~ ~ ~ _ I ~ , ~ ~ 1~ ~ 430 ~ ~ ~ i~ii~ i i~t iiii i~~~ i i i i iiii~l i iil ~ i~ ,y, , SURFACE ~ ~ -ra iP P SEDIMENT ROUGHENING - ~ pBBSPB(R'IYE v>~I I TRAP
„ ~ „ ~ , I' ~ ~ fiI . i ~ I t-f- 428 ' ' ' ~n~ - J
426 CONSTRUCTION SPECIFICATIONS CONSTRUCTION SPECIFICATIONS ~
f t ~ ~ '-i ' + 424 h-!~-!-r-L , ~ ~ ~ ~
I 1 ~ 422 'r; '1-~-T; ~ +-F , ~ ~ ~ _ ~ ~ ~ FILL SLOPES 1. Clear, grub, and strip area of all vegetation and root material. Remove all objectionable material. ~
DdThiY1ELEU i~'-t-f--i ~ 1 i ~i ~ i ~ i ii iii~~i~l I i I ii~ll ~i i i I I ~ I I i I I ~ I I I i ~ ~ i i 1. Place fill slopes in lifts not to exceed 6 inches and 2. Ensure fili materioi is free of abjectionoble material. make sure each lift is properly composted, Place fill in 6" lifts and machine compact. ~
I I 420.OD I I A I ~ i I 2. Ensure that the face of the slope consists of loose, 3. Protect connection between riprap and soil by using
0~ ~ M O O O ~ i uncompacted fill 4 to 6 inches deep. filter fabric. Extend fabric across spillway foundation and t? 3. Groove using any appropriate implement that can sides to top of dam.
•I M pp~ ~ N N~ ~ n, co, M~ ~ M~ be safely operated on the slope. Do not make grooves 4. Clear pond area below dam for sediment cleanout.
~ ~ 1 less than 3 inches deep or more than 15 inches sport. 5. All cut and fill slopes should be 2:1 or flatter. 4. Do not blade or scrape the final slope face. 6. Ensure stone section has min. bottom width of 3' with
l ~
0+00 1t00 2+00 3+00 CUT SLOPES AND UNGRADED AREAS THAT HAVE BEEN max side slopes of 2:1. 7. Ensure weir is level and constructed to grade. CLEARED AND GRUBBED 8. Material used in stone section should be well-graded
1. Roughen cut areas to shallow grooves by normal mixkure of stone with d50 size of 9" and max size of 14".
tillin diskin harrowin or use of a culti acker- 9. Ensure spillway extends past toe of embankment until g' g' g' p stable conditions are reached. Keep edges of stone outlet
seeder. Make the final pass of any such tillage implement on the contour, flush with surrounding ground and shape center to confine M..~
v~~c,~, sc~- i~ _ ~ xo~zo~rr~, sc~ r = ~ 2. Make graaves formed t>y such implements class outlet stream.
together 10 inches) and not less than 1 inch deep. 10. Direct emergency bypass to natural, stable areas. 3. Excessive roughness is undesirable. 11. Stabilize embankment and all disturbed areas immed-
Immediately seed and mulch roughened areas to obtain lately after construction, including embankment, emergency
optimum seed germination and growth. Periodically check spillway, above the sediment pool and downstream. the seeded slopes. for rills and washes. Fill these 12. Mark cleanout level in field.
areas slightly above the original grade, reseed and
mulch as soon as possible.
3.3'
2"~
TRASH
SCREEN 3" ANGLE IRON 3 3' ~1 SLOPE OR FLAT1Qt
MAINTENANCE PLAN
3' IAIN
COI~ACTED 901L 1. All erosion and sediment control practices will
SUPPORT BRACKETS FOR Fl 3B' be checked for stability and operation following LL MIN every runoff-producing rainfall but in no case less SLOPE FLOW
VALVE CRANK 3.3' r- than once every week, Any needed repairs will be . . ~ ~ ~~r,~ made immediately to maintain o8 practices as
30" RISER ANTI- ~i~ ~-I~~ ~~al ~I~u~~lal~~~~~~~ iuiui Ti ~ i - ~'~,'~Il.,,~di~ designed.
VORTEX 13' 'y" 2. Sediment will be removed behind the sediment 9' ~iIN-~ fence when it becomes about 0.5' deep at the
BAFFLES 3' TYP. fence. the sediment fence will be repaired as
8' necessary to maintain a barrier. TEMPORARY BERM DETAIL 3. Ensure trmporory sediment trap is cleared once
TOP VIEW sediment reaches cleanout mark.
4. All seeded areas will be fertilized, reseeded as necessary according to specifications in the veg-
etative plan to maintain a vigorous, dense,
vegetative cover.
NOTE: ANGLE IRON STRUCTURE TO BE
° ° ° CAST APPROXIMATELY 1' MIN INTO
1 M!N ° ° e ° ° THE RISER ANCHOR BLOCK. TEMPORARY SEEDING ~r
° e e FRONT VIEW TOP VIEW WITH RISER AND SUMMIH (May 15 -Aug 15)
ANTI-VORTEX BAFFLES CONCRETE BLOCK Germ.{n millet 40 lb/ac
FRONT VIEW FALL (Aug 15 -Dec 15)
Rye 1~71'ain) 120 lblac
ViINTIR(EARLY SPRING (Feb 1 -May 15)
Rye Igrain) 120 lblac Korean lespedeza 50 lbiac
NTS NTS Lime 2000 lbiac
10-1a 1D 750 lblac straw 2000 lblac
PERMANENT SEEDING
3' GRASS-LINED CHANNELS
FILTER DIAPHRAGM-Use a fine W1 Tall fescue 175-200 lb/ac p Kentucky bluegrass 20 lb)ac
sand and gravel aggregate Rye 40 1b/ac
2x for fiter materials. 6" Lime 4000 lbiac 10-10-10 fertilizer 1200 lb(ac
Pipe ~ E ~ih;i-+ ' straw 4000 lbrac _
- II - ALL OTHER SURFACES
1' fescue 130 lb ac Tall /
Kobe lespedeza 10 lblac Rye 40 lb(ac
Lime 4000 lblac
H2 2x H1 H1 10-10 10 fertilizer 1000 lb/ac straw 2000 lblac
Pipe ~
12" 2" ~2"
W2 6"
NTS
FRONT ~1QE
NOTES:
1. ALL CONCRETE SHALL BE 4000 PSI MINIM 100 PSI MINIMUM. GENERAL NOTES:
2. REINFORCEMENT STEEL SHALL MEET ASTM L MEET ASTM-A615 GRADE 60 WITH 2" 1. ONLY DISTURB CLEAR OR GRADE AREAS NECESSARY FOR CONSTRUC110N.
MINIMUM CLEARANCE. FLAG OR OTHERWISE DELINEATE AREAS NOT TO BE DISTURBED. EXCLUDE VEHICLES AND CONSTRUCTION EQUIPMENT FROM THESE AREAS TO PRESERVE
NATURAL VEGETATION.
IN~DE PIPE prior ~ 2. CLEAR AND GRUB AREAS TO BE FILLED TO REMOVE TREES, VEGETATION,
..M urn u, un n r MUCK, ROOTS, OR OTHER OBJECTIONABLE MATERIAL THAT WOULD AFFECT d
DIAMETER muimr. LDO- ni 114 ni nc ni n4 u r- THE PLANTED STABILITY OF THE FILL.
' 60 12", 150, 18" NO. 4 2060 44" 64" 3. PLACE FILL IN LAYERS NOT TO EXCEED 6" IN THICKNESS AND COMPACT THE 44" 64" 23" 42 1/2" 18 1/2" 27" LAYERS AS REQUIRED TO TO REDUCE EROSION, SLIPPAGE, SETTLEMENT, OR
" " " " " " OTHER RELATED PROBLEMS.
21", 24" NO. 4 3100 50" 85" 50 85 31 56 24 33 4. KEEP DIVERSIONS AND CHANNELS AND OTHER WATER CONVEYANCE MEASURES Odo " " " " " " FREE OF SEDIMENT AT ALL TIMES. m
USE #6 REBAR 2. 1 27" 30" 36" NO. 4 5940 " " 64 108 41 72 36 49 5. ROUGHEN THE SURFACE OF ALL SLOPES DURING THE CONSTRUCTION OPERATION LA Q~
6"O.C. WITH 2 7 1.5 64 108 ti• CLEARANCE 42", 48" NO. 4 8040 79" 150" TO RETAIN WATER INCREASE INFILTRATION, AND FACILITATE VEGETATION SSOCIateS 79" 150" 52" 79" 40" 64" ESTABLISHMENT. En ineerin , Inc.
54" 60" 72" NO. 4, NO. 51160001 105" 161" 105" 161 60 90 48" 90" 6. PERMANENTLY STABILIZE ALL GRADED AREAS IMMEDIATELY AFTER FINAL P.Q. BOX 1787 GRADING IS COMPLETED ON EACH AREA. APPLY TEMPORARY MEASURES ON ALL SHELBY N.C. 28151
54' GRADED AREAS WHEN WORK IS TO BE INTERRUPTED OR DELAYED FOR 15
PRECAST CONCRETE )NCRETE HEADWALL WORKING DAYS OR 90 CALENDAR DAYS. 704-484-3778
USE 4000 PSI HIGH EARLY DATA 06-11-01
STRENGTH CONCRETE 4" CONCRETE SPILLWAY
THICK NTS DRAWING NO. 01023
SHEET 2 OF 2

I, cony of -rNlwd ,~,r„itrrir~, sides sp y , ~ C , z' ~ ,
° ° I t of berm /5 washed stone ~ ° m - ~f s° 1' freeboord min ion o s armwa w , °
~A ~ ° _ - 2,
~ i i i 3
r-!-i-= ~ , ~ ! ~ , ~ , I 1 ~ 468 I-~~- ~ ~ ~ ~ , f i i ~ ~ ~ ~ ' ~ 1' ~
- I ~ ~ ~ ~ ~ i~*" f~ i ~ ~ , i ~~~i ~ ~ ~ , i i ~ ~I , - i . I I ~ i~ i i 466 ~ i i ~ i ~ ~ i i ~ i i t' - I ° I ~ dp raP~~ vA~~ - i d N.
~i~~ ~i ~ li i _II ii;'~ ~ i i FTC 464 ~ ~ - i ' ; ~ ~ ~ t _i ~ I i \ \ ° ~ maxinum level of `9 ~ ~ I _ ~ key in button hyer , I _ ® m _ i j ~m ~ \ ~ ~ i edim~t cdlected of rip rap ~
II ~ i I ~ I 'III-~----~--~-- - - - + + I i ii~;~ ~ ~ i Iili~ 11 I l i it ~ ~ I 462 ~ I~~, ~ ~ ~ ~ ~i I~ _ i~ ~ i ~ i i , ew oo~ nc siavc v~o~s > - _ ~ boain when this ' ~ :A\~A\. is reached `~~rruui r~` anoo+~s nNr Mu cox st». ; ~ ~ ~ J
~ r i i ~ i i i ~ i ~ ~ ~ ~ " ~ ~ -1-t-' ~ ~ ' 460 ~Yt~-r-art t t+ t -r ~ t" r~++-r ~ I~ t 1-t - r I ~ I l ~ ~ ~ ~ , ~ ~ ~I ~ ~i I I I I ~ h I i ~i i I i I wrwrru wo xmua auror>:. ~ ~ _ I SECTION THROUGH BASIN AND FILT1sR \'a \ ' curry rq-rapp up
I I ~ ~ ~ ~ ~I I~; ~ III ~ I~ ~ i' ~ - - ll~!!- f;,'. ~ ~;a lr;,a,tl-+~~" 4581 I i I I I I--I ~ ~ ~rt; , , in-I I ~ , , , : I _ ~ • ~ ~ } k_ i i i i ~ i ! ; . ~ ~ I~~', i ~ sides of spillwoy TRACEING
I i~ 'i i 46 5 d50 = 9" I_ ~ rip-rap
o fi i ~ ~ ~ ~ 1 ~ i I I T: ~ I 454 f-,_~~- , a-, _ i ~ i i I I i t I ~I I 1~ freeboard m' ~~~p.'~?,:v.R,"u`u-~,F3 i
I Ill~il iii i i i L I ~ ~ ~ - 452 ~ ~ --~--t i 3' MIN. /5 washed atone ~
i i ~ I i n II II I i~ i , i - i i 1~ i i i i i ~ . ~ i - 450 i~~T' I ~ ~ ~ ~ I~ T ~ ~ ; t ~I -~~1~LOPE ~ ~s- i I-----~
f I ~ i - ~ I. ! ~ i i i 4 i I . . ~ dam width ' so R e' SECTION THROUGH BERN AND F&TER i
i I ~ !
446 ~ ~ ~ ~r-r-;-rte ~ - ' „ _ , ~I ~ I ~
444 ' fi t s f- ~ ~ ` ~ ~ i I , ~ I t~ l~rfit-'- L'I 1 j--~- _ _ i ' r ; r,l -}-~-t-~-----7------~-r- ; } } , ~ s' II ~ ~ i a ~ eyj ~ 1 li j I ~ /
~r t fi 442 , ~ i r ~ - - t ~ - ~ ~ ~ fi~~ r I ~I~~+~I~+~•1}-}I tf~i ...~I 1~r~r~, ~s ~ ~ ~ ~ ~a-I i ~f ~ ~ ~l s ~ti* ~ / tp/_~ ~
440 ; Y-~~ i r ~ . ! N~ :ti-1 _ ~ ~ ~ ~ ~ ~ ~ ~ , i , i ~ ~ ~ ~ _ - , i i ~ i ~ i ; - _ pKM~ wa occams ~ ~ °o,
438 ~ ~ 1 ~ i 1 rt 1 ~ t- ' i ,a / Mi i °^n 1 ~ J
4 , , , 436 -~-i-~-I-~+ ' ~-r r ; ~ _ ---r r ~ - i ~ ~ i f , ~ , , corrroux >~o?s i y ~ ~ • d5o = s` I~ TEMPORAR
434 ~ ~rfi r ~r~ ~ - r't-t . _ t~r h - - _ ~ fi - +I i1 ,Y Tit _ _ - - ~ i i i rlp-rap ~ ! SEDIMENT ! SURFACE i TRAF
432 ~-1-1-~-~~-j--±-~ _ _ . 1-~--r-r~ I ~ ~ ROUGHENING o ~ ~ i I ~ - ~ _
430
428 ~ -r~ i - ~ i ~ ' ~r~ i ~ ~ i , ~ ~ ~ ~ I ~ ~ TRUCTION SPECIFICATIONS n CONSTRUCTION SPECIFICATIONS CONS
426 ~-~-~-;-T rte,-.-~ --~-~-i-+~-1-~--,~--~- - . _ - , ~ ~ ~ ~ i i~ ~iiii~. Dili i.~ i~, H i~~~l II~T~~ II i~~ ,iii iil~i~ iii ~ ~I~ ~ L Clear, grub, and strip area of all vegetation and root [ta material. Remove all objectionable material.
424 r1-t-H-t ~t~' i „ ~ ~ ~ „ ~ , -t-t , 1 ~ FILL SLOPES exceed 6 inches and 2. Ensure fill material is free of objectionable material. ~ 1, Place fill stapes in lifts not to
422 ~ ~ ~ ~ ~ ~ - -r ,~I +..~~T--~- ' 'fir,- - _ _-1 ~ i ~ i i i - I -1 - ; i _ I ~ eke sure each lift is properly compacted. Place fill in 6" lifts and machine compact. rrt m
DATLhf ELE4 I I ~fi_1 - i ~ i - - - :~1 i i' ! ~ ~ i ~ ~ III - ~ ~I_ t ~ ~ J~11J_ ' ~ - - , ~ I 420.00 I nsists of loose, 3. Proteck connection between riprap and soil by using i~ 2. Ensure that the face of the slope co 6 inches dee . filter fabric. Extend fabric across spillway foundation and uncompacted fill 4 to P sides to to of dam.
' i I ~ OO 3. Groove usin an appropriate implement that can p nowt. U g Y
01'~, ~ M N N O~II, ~O',, t0 MI r,Mj! M MCI e safe) o erated on the slope. Do not make grooves 4. Clear pond area below dam for sediment clea b yp than 3 inches de or more than 15 inches apart. 5. All cut and fill slopes should be 2:1 or flatter. h less eP
MI M M M d ~I C i i ~ ~ ~ blade or scra a the final slope face. 6. Ensure stone section has min. bottom width of 3 wl 4. Do not P max side slopes of 2; 1.
'i CUT SLOPES AND UNGRADED AREAS THAT HAVE BEEN 7. Ensure weir is level and constructed to grade.
i - - 2+00 3+00 8. Material used in stone section should be well-graded CLEARED AND GRUBBED mixture of stone with d50 size of 9" and max size of 14".
0+00 1+00 1. Rou hen cut areas to shallow grooves by normal nsure s illwa extends past tae of embankment until 9 9, E P Y
tilling, disking, harrowing, or use of a cultipacker- stable conditions are reached. Keep edges of stone outlet seeder. Make the final pass of any such tillage flush with surrounding ground and shape center to confine
implement on the contour. outlet stream.
t ~~/~~AL+ aw!!Ld'i~ 1 ~ ~1/ ~1V W1~ i 2. Make grooves formed by such implements close 10. Direct emergency bypass to natural, stable areas. together 10 inches) and not Tess than 1 inch deep. 11. Stabilize embankment and all disturbed areas immed-
VER1zCAL 8(',ALE Y 10~ 3. Excessive roughness is undesirable. lately after construction, including embankment, emergency
Immediately seed and mulch roughened areas to obtain spillway, above the sediment pool and downstream. optimum seed germination and growth. Periodically check 12. Mark cleanout level in field.
the seeded slopes for rills and washes. Fill these
areas slightly above the original grade, reseed and mulch as soon as possible.
3.3'
2"~ TRASH
SCREEN 3" ANGLE IRON 3.3' ~1 SLOPE OR FLATTER
MAIN ItNANCE PLAN
3' MIN 1. All erosion and sediment control practices will
COMPACTED SOIL be checked for stability and operation following FILL ~ ever runoff- roducing rainfall but in no case less
SUPPORT BRACKETS FOR MIN FLO'N than once ever week. Any needed repairs will be Y
VALVE CRANK 3'3 to maintain all roctices as ~u,~„~, „i~,,,~i I, made immediately P 11 `i1~i1 ~ -
~r~ll ~~„«1 ~ ~~~~I~~~~h ~ r~ designed. ~iru ii_ni~i_ ~_ni I _iii i. u_I!~ III i'ilih ' a,l_ 2. Sediment will be removed behind the sediment
30" RISER ANTI- VORTEX 13' 9 MIN ~ fence when it b?~ omes about 0.5' deep at the fence. The sedirrrent fence will be repaired as
BAFFLES 3' TYP. necessary to mai~~tain a barrier.
MPORARY BERM DETAIL 3. Ensure temporary sediment trap is cleared once t mark. uu
8' TOP VIEW sediment reacheQ cleanou 4. All seeded areas will be fertilized, reseeded as -
necessary according to specifications in the veg ' \
etative pion to maintain a vigorous, dense, vegetative cover
NOTL:
ANGLE IRON STRUCTURE TO BE
° ° CAST APPROXIMATELY 1' MIN INTO 1 MIN ° , TEMPORARY SEEDING
° THE RISER ANCHOR BLOCK. a FRONT VIEW TOP VIEW WITH RISER AND ~ ° SUMMER (May t5 -Aug 15) German millet 40 lblac
ANTI-VORTEX BAFFLES CONCRETE BLOCK
FRONT VIEW FALL (Aug 16 -Dec 15) Rye (grain) 120 lblac
WINTERIEARL~~ SPRING (Feb 1 -May 15) Rye (grain) 120 16/ac
A Korean lesparieza 50 lb/ac
NTS NTS Lime 2000 lb(ac 10-10-10 750 lb/ac
straw 2000 lblac
pFtIMANENT SEEDING
3' GAASS TINED CHANNELS Tall fescue 175-200 lb(ac
FILTER DIAPHRAGM-Use a fine W1 Kentucky bluegrass 20 lblac
sand and gravel aggregate ~ Rye 40 lblac _ Lime 4000 lb/ac
2x for fiter materials. 6 10-10-10 fertilizer 1200 lb/ac
Pipe ~ E I ~ I- straw 4000 lb /ac
ry;l= III. I' ALL O~IIER SURFACES
I-' Tall fescue 130 lb/ac Kobe lespednla 10 lb/ac
1' Rye 40 lblac
Lime 4000 lblac 10-10-10 fertilizer 1000 lb)ac
H2 2x H1 straw 2000 lblac
Pipe ~ I~
12>, 12"
6"
W2
NTS
E~.Q>yI ~lQE
NOTES: ~i MINIMUM. GENERAL NOTES:
1. ALL CONCRETE SHALL BE 4000 PSI MINIMUM. 2. REINFORCEMENT STEEL SHALL MEET ASTM-A61: 1. ONLY DISTURB CLEAR OR GRADE AREAS NEC.ISSARY FOR CONSTRUCTION. .T ASTM-A615 GRADE 60 WITH 2 FLAG OR OTHERWISE DELINEATE AREAS NOT IO BE DISTURBED. EXCLUDE
MINIMUM CLEARANCE. VEHICLES AND CONSTRUGTION EQUIPMENT FRtiM THESE AREAS TO PRESERVE
NATURAL VEGETATION.
2. CLEAR AND GRUB AREAS TO BE FILLED TO IttMOVE TREES, VEGETATION, _ _ MUCK, ROOTS, OR OTHER OBJECTIONABLE MA IERIAL THAT WOULD AFFECT
ItuCinF PIPE
DIAMETER REINF. LBS. W1 W2 H W2 Hl H2 U E THE PLANTED STABILITY OF THE FILL. iy
60' 3. PLACE FILL IN LAYERS NOT TO EXCEED 6" IN THICKNESS AND COMPACT THE
12", 15", 18" NO. 4 2060 44" 64" 23 64" 23" 42 1/2-18 1/2" 27" LAYERS AS REQUIRED TO TO REDUCE EROSION, SLIPPAGE, SETTLEMENT, OR OTHER RELATED PROBLEMS. ;WATER CONVEYANCE MEASURES
21", 24" NO. 4 3100 50" 85" 31 85» 31 56» 24 33» 4. KEEP DIVERSIONS AND CHANNELS AND OTHER y~
USE #6 REBAR ?.7 27", 30", 36" NO. 4 5940 64" 108" 41 FREE OF SEDIMENT AT ALL TIMES, Odom 108" 41 72" 36" 49" 5. ROUGHEN THE SURFACE OF ALL SLOPES DURING THE CONSTRUCTION OPERATION
6"O.C. WITH 2" 1.5 VEGETATION jaCAssqciates " » " " " TO RETAIN WATER, INCREASE INFILTRATION, AND FACILITATE
CLEARANCE 42", 48" NO. 4 8040 79" 150" 52 150 52 79 40 64 ESTABLISHMENT. Engineering, Inc.
54", 60% 72" NO. 4, NO. 5 16000 105" 161" 6C » » » » 6. PERMANENTLY STABILIZE ALL GRADED AREA', IMMEDIATELY AFTER FINAL P.O. BOX 1787 161 60 90 48 90 GRADING IS COMPLETED ON EACH AREA. APPLY TEMPORARY MEASURES ON ALL
IS TO BE INTERi,,UPTED OR DELAYED FOR 15 SHELBY, N.C. 28151 GRADED AREAS WHEN WORK
54' - PRECAST CONCRETE HEA WORKING DAYS OR 90 CALENDAR DAYS. 704-484-3778 BETE HEADWALL
USE 4000 PSI HIGH EARLY »ATB 06-11-01
STRENGTH CONCRETE 4" CONCRETE SPILLWAY
THICK NTS DRf?W1Pd(i NO. 01023
SHEET 2 OF 2

_
,
sides o -rillwap \~ulu+lr~~~ I 00 sP Y
470 ~ ~T~~ - , I ~ I ~ ~ I~ ~ ~ hT ~ ~I~ ~ I ~ m a, o t of berm ~ washed stone 2 C evo Ion o s ormwa er t' freeboard min , ~ ~ES ~ -
, ~T+ r : i ~ r - ~ - -r,-- ~ : 68 ~ ITI i l I% ' 'I 4 -~-I-1 } o ~ ~ -
E-~ + -I-~-~-~-i-~ a - 466.. ~i~~ ~ I. ~I I: ~ 4 I ,r 1 ~ ~I~~ I 9 , I I o I ° m w 3' 1' ~ - ~ I ~ _ - -
~ ~ i : ~~~r ! ~ i ~ ~ ~ i I~~ _ I~1, ~ i i I i i ~ l i l~ 1. i i A l i I i i i ~ i -+-r+-r-r-r1-~-.._t-+- i I ~ ° I I - - r 13
i . , 462 ~~--~-i-~ ~ _ I' i I i I I ~ I ~ i i I i ~ I I j G-,- - : i ~ I~ ~ - - - ~ ~ j - - I d50 = 9" I c ~ rp-rap
_ ~ _ _ I fi~ ~ ~ ~ ~ I ~ i + ~ h~- _ i i t . I . ~ r 46D ~ T i i I-1 ~ I ~~-_f I i f ~ ~ i ~ " °°m' I maximum level of N : '~1\` ° o v ~i y, bottom foyer r ~ n~ie S~.oatppMO[s~ - \ ° edinent cdlected of n1e-r ~
1 458 I I ~ I 1 I ~~,~I I I~ I I I-... - ~ i-~-, ~ i ~ I i I~ I i i ~ i I_f ~ l~ I I ~ ~ I ~ _t ~ a CAa01R5 R16 wLL GVGI $Em, ~ `°'~m m ~ n basin w}78n tDrs p ~ U~ wurwt wrn xtaia nunaFS. ° ' level is reached ~~r i~` ~ r u n rlJ \ I n I
` ~ ; ~~-I _ I I I I I r~ ~ ~ ~ ' 456 ; ~ ~ ~ ~ ~ - -r-~ ~ I I ~ ~ i I _I ~ SECTION TBRDUGH BASIN AND FlII'ER ~ ~ I ~
: l E 454: ~ ~ ~ t t-t ~ ~ ~ ~ i II TRACSING I carcy rlp-rapp up I sides of spiNway
Ilia ~I i i i i~ i~ III I II i ~ : III I I II I III I I I ~ I I I I I Ilil i;~ it': i i i : I 452 ~ I ' - ~ I ~ ~ d5a = 9" rip-rap I i 1
al!il ~~~~aa ~ fi I ';I~ ~I li n a III I ~ It ~~Ilil~l I I F~, t~~ ~ i i i i -t-1-1 i ~ ~ - \ ~ 1 1' freeboard mi
448 I I~-1 i t ~~T I ~ 11 1 I ~ t I I I i i ~ I i III I I I ~--III i I I i ~ _ 3' IAIN.
ii i i ~i i , , i 1 : i i i i I i I t i i I I i 446 ~ a~ t~ t ~ I i ~ I_~-._.__ I I I I ~ i ~ -F i i I I ~ I C I I j I ~S washed scone ~ ~ 2:1 SLOPE
: i i - i~ ~ ' I L~ a I I I I~ III I f -r t I-t 444 ~ ' I I~' rl~~t t i r t-r-r- ~ - ~ _ II 50 R 6• u1 ~ ' ~ I I dam width "yl ! I SECTIDN TBROUGB BERN AND FILTER
_ . ~ 1 ( - ~ i n j_ii ~ - ~ I I i ~ i !
442 7 ~.__1 - i--1 i i I I I 1 : ~ ~ ~.~i, ~ I ~ i_ ~ i~ t ~ I i ~ -+".'i i I ice: : I I ~ ~ 1~ ~ i i~ ~ ~i ' I ~ I I I --t I ~ i ~ - . ~ fi F ~ ; ' s s I 1 ~ ~I ~ ~ ~ t t I 1 ~ ~ t1 ' -}--I-. _ e t f I I I 1~ I I I I I I I I I I t I t f I I 1 1_, 1 I I~ V I ~ ~ ~ I ~ ~i
440 ~ F-_i-1 ~ 1. ; I -t-~--~~.._._.,_,_. ~ ~ _ ~ ~ ~ - i .°_l ~ ~ ' I - : - - ~ I i - _ I i : , ` # ` _ I ~ ~ i i , r
438 __i ~ Tom, ~ ~ ~ ` -~1 ,TI ; ~ ~ ~ ~ ~ i II Iii II ~ I II~ I i ~ ~ ~ -~I -r,- ~-i : aroucs eu a~x I n~ ~ ~ ~xu~iro~occ~ ~ ~ ~ i ~ ~ enr At : ~
~ 436 ~ s ~ ~ I I a ~ + mNOrr. i ~ /eoph i ~ ~ ~i ` M •
434 i I 'i t~r""._.i. ~_t - z l i: ~ I ~ l i i l i i i i i i i i~ I I i~ I l I ~ i~ ~ I~-.. - ~ i ~ -trtt~l~l~rt I § CONTOUR FURROI?S I ~
432 ` ' + , ,-~rl_;1-I-~ ~ _ t_~ _ . ~ ~ ' ~ ~ ~u ~ ~ . ~ ; I e~r~ ~~-r : II ~ H eso = s' TEMPORARY
430 ~ t! ; ' . ---~-~-4 ' -~-I-a-' ' _ ; ~ I ~ ~rt~~. 1 iii -I-1-r t - I SURFACE r -ra I ~ p ~ SEDIMENT ~ ROUGHENING I pERSFEL~vE v>~r j Tip
428 , ~_~I~r-rH~ ~~~-tt' 3:; ' ~ , I I_ I enl' ~ l -
426 i-~ r r~`~~ I ~ ~ ~ ~ ~ ~ ~ ; ~ ~ : ~ : ~ : ..r
424 ~ ~-t-'fiFrt-t-t ;~r------ ~ i i i i, i I ~ ~ , i i , I DTI CONSTRUCTION SPECIFCATIONS CONSTRUCTION SPECIFICATIONS ~
I; 422 ~~-r t~ ~ ~ r!-r 1 i ~ ~ ' , ~ A - : r +t-r-_ . _ 1 i I--1 ~ i ~ 1~~-'-+ ' I~ rt ~ , i ~ ~ ' 1~ ' r ' , rt ~ , r~ t~ifi f i- ; r~-j- x-1-1 : : DATUM ELBG I! i i r I i E i~ ' i i ~ ~ I ~ ~ ~ i 1-1 FILL SLOPES 1. Clear, grub, and strip area of all vegetation and root material. Remove all objectionable material.
- 420.00 - Ill~t,l~~LL! ~iit~ _ 11iL 1, I~ _ 1-_i _ 11I1iIiIf f__~il11 ~ !i!'~iiiilili(11tIii1 ~I.I_~i~1~~~~iL~ I 1. Place fill slopes in lifts not to exceed 6 inches and 2. Ensure fill material is free of objectionable material.
I ~ ' I I I I make sure each lift is properly compacted. Place fill in 6" lifts and machine compact. i~ 2. Ensure that the face of the slope consists of loose, 3. Protect connection between tiptop and soil by using L,
~ rn `t N1 O O O ~I, ~ r) I ~ h cqI a r~l, tV I N uncompacted fill 4 to 6 inches deep. filter fabric. Extend fabric across spillway foundation and
~ ~ ~ d~'I ~I ~I ~ 3. Groove using any appropriate implement that can sides to top of dam. be safely operated on the slope. Do not make grooves 4. Clear pond area below dam for sediment cleanout.
¢I ~ j I ii less than 3 inches deep or more than 15 inches apart. 5. All cut and fill slopes should be 2:1 or Hotter.
~ I ~ i I - 4. Do not blade or scrape the final slope face. 6. Ensure stone section has min, bottom width of 3' with
o+oo ~+oo z+oo 3±00 CUT SLOPES AND UNGRADED AREAS THAT HAVE BEEN max side slopes of 2:1. 7. Ensure welt is level and constructed to grade.
CLEARED AND GRUBBED 8. Material used in stone section should be wdl-graded 1. Roughen cut areas to shallow grooves by normal mixture of stone with d50 size of 9" and max size of 14".
tilling, disking, harrowing, or use of a cultipacker- 9. Ensure spillway extends past toe of embankment until
seeder. Make the final pass of any such tillage stable conditions are reached. Keep edges of stone outlet
V~tTICAL SCALE- 1" ~ 10~ - • HO SCALE Y 20r implement on the contour. flush with surrounding ground and shape center to confine E..~ 2. Make grooves formed by such implements close outlet stream.
together 10 inches) and not less than 1 inch deep. 10. Direct emergency bypass to natural, stable areas.
3. Excessive roughness is undesirable. 11. Stabilize embankment and all disturbed oreas immed- Immediately seed and mulch roughened areas to obtain iotely after construction, including embankment, emergency
optimum seed germination and growth. Periodically check spillway, above the sediment pool and downstream.
the seeded slopes for rills and washes. Fill these 12. Mork cleanout level in field. areas slightly above the original grade, reseed and
mulch as soon as possible.
3.3'
2"~ TRASH
SCREEN 3" ANGLE IRON ,
3.3 3t1 SLOPE OR FLATTER
MAINTENANCE PLAN
s ?eN
SUPPORT BRACKETS FOR COMPACTED S0~ 1. All erosion and sediment control practices will
VALVE CRANK 3.3' 36~ be checked for stability and operation following FlLL MIN ever runoff-producing rainfall but in no case less SLOPE ~,OW Y
. r- than once every week. Any needed repairs will be
30" RISER ANTI- VORTEX 13' «~I u~i~ ~~,J,~ mil made immediately to maintain all practices as II JI III"` IJ~I~~'\iIi - III-JII it ll~ll-~JI'- I \i~iir!_I designed.
BAFFLES 9~ t~HN ~I ?I 2. Sediment will be removed behind the sediment
3' TYP. fence when it becomes about 0.5~ deep at the fence. The ~:ediment fence will be repaired as
8'
TOP VIEW 1_, TEMPORARY B necessary to maintain a barrier. ERM DETAIL 3. Ensure tem orary sediment trap is cleared once R sediment reaches cleanout mark.
4. All seeded oreas will be fertilized, reseeded as
necessary according to specifications in the veg- etative plan to maintain a vigorous, dense,
vegetative cover.
NOTE: -r--_ ANGLE IRON STRUCTURE TO BE
1' MIN 4 CAST APPROXIMATELY 1' MIN INTO
0 FRONT VIEW THE RISER ANCHOR BLOCK, TOP VI W WITH RISER AND a
ANTI-VORTEX BAFFLES TEMPORARY SEEDING SUMMER (May 15 -Aug 15)
CONCRETE BLOCK German mltlet 4D lb/ac
FRONT VIEW FALL (Auy1 15 -Dec 15)
Rye (grant) 120 lbfac
A WINTERiEARLY SPRING (Feb 1 -May 15}
NTS Rye (grain) 120 lb/ac
NTS Korean lr+spedeza 50 lblac Lime 2000 lb/ac
10-1D-10 750 lblac
straw 2000 lblac
3'
FILTER DIAPHRAGM-Use a fine PERMANENT SEEDING GRASS-LINED CHANNELS
sand and ravel a re ate W1 Tall fescue 175-200 lblac
9 99 9 2x for fiter materials. ~ Kentucky hluegrass 20 lb/ac Rye 40 lblac 6„ Lime 4000 lblac
Pipe ~ E
~I,~ji- 1D-10-10 fertilizer 12D0 lb1aC ~~~I~' straw 4000 lblac
_-1 I
1' J I ~ ~ L THER RFA E I_ AL 0 SU C S Tall fescue 130 1b1ac
- Kobe lespetleza 10 lblac
2x H2 Rye 40 lblac Lime 4000 lblac
pipe ~ H1 10 10-10 tertilizer 1000 lblac
straw 2000 lblac
12" ~ 2~,
6„
A w2
NTS
FRONT
NOTES:
1. ALL CONCRETE SHALL BE 4000 PSI MINIMUM. PSI MINIMUM. GENERAL NOTES:
2. REINFORCEMENT STEEL SHALL MEET ASTM-A! EET ASTM-Afit5 GRADE 60 WITH 2" 1. ONLY DISTURB CLEAR OR GRADE AREAS NECESSARY FOR CONSTRUCTION.
MINIMUM CLEARANCE. FLAG OR OTHERWISE DELINEATE AREAS NOT T4 BE DISTURBED. EXCLUDE
VEHICLES AND CONSTRUCTION EQUIPMENT FROM THESE AREAS TO PRESERVE NATURAL VEGETATION.
INSIDE PIPE , 2. CLEAR AND GRUB AREAS TO SE FittED TO REMOVE TREES, VEGETATION,
_ eal Iru RnnTC nR nTUro na icrTlntilaal c uaTl-Rlel Tuer wnrn n >S~rmr
60' DIAMETER MUNI-. uis. wl wz THE PLANTED STABILITY OF THE FILL.
12% 15", 18" NO. 4 2060 44" 64" » 1/2- 3. PLACE FILL IN LAYERS NOT TO EXCEED 6" IN THICKNESS AND COMPACT THE
64 23 42 1/2-18 27" LAYERS AS REQUIRED TO TO REDUCE EROSION, SLIPPAGE, SETTLEMENT, OR
21 24" NO. 4 3100 50" 85" USE #6 REBAft ~ I" 85" 31 56" 24" 33" OTHER RELATED PROBLEMS. 4, KEEP DIVERSIONS AND CHANNELS AND OTHER WATER CONVEYANCE MEASURES
6'O.C. WITH 2" 1.5' ` 27", 30", 36" NO. 4 5940 " 64 108 FREE OF SEDIMENT AT ALL TIMES, " 108" 41" 72" 36" 49" 'Odom
CLEARANCE " 42", 48 NO. 4 8040 79" 150" 5. ROUGHEN THE SURFACE OF ALL SLOPES DURING THE CONSTRUCTION OPERATION " " » " » TO RETAIN WATER, INCREASE INFILTRATION, AND FACILITATE VEGETATION &ASSOCIates
150 52 79 40 64 ESTABLISHMENT. " » » Engineering, Inc.
54", 60", 72" NO. 4, NO. 5 16000 105" 161 161 60 90" 48" 9O 6. PERMANENTLY STABILIZE ALL GRADED AREAS IMMEDIATELY AFTER FINAL P.O. BOX 1787 GRADING IS COMPLETED ON EACH AREA. APPLY TEMPORARY MEASURES ON ALL '
54' GRADED AREAS WHEN WORK IS TO BE INTERRUPTED OR DELAYED FOR 15 SHELBY, N.C.28151
PRECAST CONCRETE HE USE 4000 PSI HIGH EARLY "BETE HEADWALL WORKING DAYS OR 90 CALENDAR DAYS. 704-484-3778
STRENGTH CONCRETE 4" CONCRETE SPILLWAY DATE 06-11-01
THICK
NTS DROANG NO 01023
SHEET 2 OF 2

_ _
carcyrq-roppup `~~ru~irrUrr sides of illwa rr
sP y ~ I+- ff ' v, m- ~ ~ _ t of berm ,$5 washed stone 2 ` ~'S1 r',,
evo ion o s ormwa er c' 1' freeboard min ~ O~ 2,
~ + ,T. I , -r, ' 470 ; , I ; ~T ~Ti '~T~ i I I ~ ~ I ~ I ~_I ; - i. I ili ii + j ~ s li II 3' - ~t'
~L_~;-~-~-- - - 468 ~ 1- - ±-I-!-! ~ ; ~ I ~ . \ ° Cpl-. 1
i~lI~iilil .,.i ~ i it I ~ i I~ 466 ` ~ ~ ~ r-r-r-r-~, - r+-~ - ~ ~ - I ~ ~t I ~~f- ~ 1 - _ - i t~ aao = s" ,
464 ~ ~ i i I I , i 1~ l ( Imo' I I I I j I. , ~ I i ~ ~ , o ~ F p , d 1 E ~ maximum lewd of key in bottom layer ~ d ~
f -f „ , I I 1-, , ~ i .III II i - - i I I ,i i 462 ~--a---~-`~ i ~ ~ ~ _ _r ....._---rt - r ~ ; ~ ; ~ T ~ I I I I~~ I i f i~ I l i t I i 1 I i I I I I I ~ I I hn~daxo' •nx rrxtm' ua ~ ~ ediment collected of n rap , , ~ oa•+ nE auvc rnaao[s - ? basin when this p- ` r, I D ~ ~
i i I I i i iii ~ i i li i i I ~ ~ it , - - 460 ~ -1-, ,~-I I I ~ ~ „ i ~ a- i i I I { I ceoaES 71MT N71 GaCli sue, ~ m ° lewal is reached r r r r r, r y ~ t ~ w~xi wa ~ a ~ ' ~ ® ~ SECTION THROUGH BASIN AND FILTER / U S I
, I ~ f i I ~ ~ I I I 458 I i ! ~ carry ~-ra~ up n, l
~l J a_~-1--1--t k-1-~1-z_~ ~ L_ 1~ _~_l_Lli t 1-~- - ~ L _ ~ I- ~I ~ I-~ ~_l ~ - - t I , ~ ~ I ~ ~ { ~ , I TIC I'IIll~~li I illl Iill I I I ~~I ~ I i~ ii i1.1 ~ U , i i I ~ 456 -t-t7 I L • ~ ~ ~ ~ j ~ _t~ + ' ' - - ' i , ~ I TR?ClD7'IG i ~ sides of spalway V d50 = 9" _ _ I rip-rap
i ~ I ~ i i ~ I t- i i ~ i i i. i i I~_.i-1. _ ii t,-. i.. _i { f a, t~ ..L, { 1-__ i i. 1. i~ i l 1 a-t l I I ~i I , 4541 I i i I-1 I I r I i I I l i i l l i i i~ LI --I- I I I I I~~~,I I~ III i i I I I (i_I I I V I I I ~ i i i I I I I I I I Ii - I I t' freeboard m' ~1vI~"II'i~'~~P~'II7Ci~T3
~ ~ i i ~ -~-~-r ~ I I r--I i ~I 452 ' 11 ~ ICI ; e L I ~ - ~ ~ ~I~ I ~ 3' MIN.
I III ' • - ~ i I ~ __-_1__r-t I I ~ - 450 ~ ~ ~ _ ~-F--+-H-f • ,i r~ - I I /5 washed stone) ~ ~ ~ i I I
r li i1, I~ sl- I i - i Ifi f i~ i { .~L~ ~ I ~ ~ ~ ~ I i I I . ~ ~ .I I u {i I III _~I I III' II I lily ~ 448 I . I t 1 I I I I- ~ I ~ ~ I -~--.-1 I~ ~~-1-i Iii' ~~i~ ~7- ~ ~ - I ~ ~ i i h----'~ - ~ i dam width
- - - - - - -1 ~_L. i - - - - - t - ~ I t { -1T { -i-F-I ;--r t -f t r -,-r , t-i--- -t f , + ~1 i ~ i • H-;-- ~ ~ ~ ~ ~ , ~ I-r-r- I 446 ~ ~ I I , so ~ s' ~ ~ SECTIDN TOUGH BER![ AND FILTER
-I--F I 1 ~~~i ~ , , -~-I-+-E-+-I--+ ~ ~ I 444 ~ _T - T-f ~ I I - - --r ~ I ; I , I I ~ I tl ~ 11 - ~ t ~ ~ { 1 i I ' ~ ~ i 1-T ~ i ~ I I I ~ i 7 1 1-i~' I I ~
I I I ~ ~ I I! II, i ~ ~ ~ _ ~ - _ _ i 442 ~ . ~ ~ I I ~ I $1- r I I , ~ ~I I ,ti, ~ g'
I , 1 , , . 8 , A - ~ I I~I~ I 440 ~ I ~ I ~ ~ I r I + I • ~ i_I ~ i ~ , , , , ; ~ ~ I i ~ ff1 e o' 1 I 1 caoaa wu a>cx
„ ~ ~ it ~ r~ i ~ L ~ I i~ - ,-i~ ' i I~ ~ i 1~ ~ i r 438 III ~ ~ i t; I I scm, r[m~, wua+, ~ . i i eat ai _ awrrru Na r ear ~
T ~ (_~I_ ~r I i I , 436 - - r t _r_,_T_,___T-+ _.t_.... ~ r - ~I ~ ~ ~ t - ' ~ { / b~ d~ ~ r~' is • i i an,,~ 1 - Mr i~
~ ~ iltlli I ILIi i 7 i i, i i i I. i i i s I , i i i I I n. - -i ~ r-~rr~i-- ~ ~ , i~l I ~ ~ coNTOUR x~ROIls I ; h-~
434 1-rr I t fi-r t t I l ~ - ~ ~ ~t , t- t L t I tt , , I aso = s" ~ TEMPORARY I • SURFACE ~ r~-rap SEDIMENT ~
432 ~ ~ ~ _I ~ I r , Ire,--' - ----~-~-I- i - - r~ - I ~ t-~-F-r-u ~ ~~~{{{I{.G_ ~ ~ ~ I, s ~t~ ~ -I I ~ ~ I II _r _ ROUGHENING I I TRAP ~ PERSPE(T1VE VIfil1 ~I - l
430 Imo-, ~ ~ I ~ ~ . ~ ~ I ~ ~ , ~I~ I I 1~_. ~ ~ rt - I -i t 1-y-* Imo"-f-~1 4 - - i± - , I I ~ ~ - -
428 ` -I," I . -~I-~~ t1 f- I F1-rr ~ I ~'_t~~^ I x e I - CONSTRUCTION SPECIFICATIONS CONSTRUCTION SPECIFICATIONS ~
426 ' I i' l ~ i ~ I 1 1 { ~ ~ ~ ~ ~ 1 1 ~ I ~ '~-l ~ 1-~. I ~ i I I I I , 1. Clear, grub, and strip area of all vegetation and root ni
- ' 4 .H-~~t-t , 42 t--- -rt ~ ~ I ~ FILL SLOPES material. Remove all objectionable material. ' h and 2. Ensure fill material is free of objectionable material.
{ i I i 422: ~ ~ ~ ~ ~ ' ~ ~ , I ~ II ~ ~ I - ~ ~ I I ~ I ~T-~-~ , I r ~ „ , I I , I ~~I - i 4, ~ I I I ~ ~ ~ I I I l-L I I , DATCW ELE I i i ii it - - - I 1. Place fill slopes in lifts not to exceed 6 inc es rl cam acted. Place fill in 6" lifts and machine compact. make sure each Irft ~s grope y p
I 420.00 j ~ I ~ ~ 2. Ensure that the face of the slope consists of loose, 3. Protect connection between riprap and soil by using [y a~
I i I I o oho ~I ~ ri cv! N, uncom acted fill 4 to 6 inches deep. filter fabric. Extend fabric across spillway foundation and P 3. Groove using any appropriate implement that can sides to top of dam.
rn ~I n r~ M~ M~ r11 dl ~I ~ be safely operated on the slope. Do not make grooves 4. Clear pond area below dam for sediment cleanout.
less than 3 inches deep or more than 15 inches apart. 5. All cut and fill slopes should be 2:1 or flatter. fy 4. Do not blade or scrape the final slope face. 6. Ensure stone section has min. bottom width of 3' with
I I li _ - , i ~ 1 _ I max side slopes of 2:1. CUT SLOPES AND UNGRADED AREAS THAT NAVE BEEN 7. Ensure weir is level and constructed to grade.
_ - _ _ o+oo ~+ao 2+00 3+00 CLEARED AND GRUBBED 8. Material used in stone section should be well-graded
w rooves b normal mixture of stone with d50 size of 9" and max size of 14°. 1. Roughen cut areas to shallo g y - a
'I' diskin harrowin or use of a culti acker 9. Ensure spillway extends past #oe of embankment until tll ing, g. 9~ p stable conditions are reached. Keep edges of stone outlet
seeder. Make the final pass of any such tillage on the contour. flush with surrounding ground and shape center to confine H implement outlet stream.
- HORIZONTAL SCALE- Y _ ~ VER1zCAi, ~.l~E p' ~ 2. Make grooves formed by such implements close 10. Direct emergency bypass to natural, stable areas.
together 10 inches) and not less than 1 inch deep. slue rou hness is undesirable. 11. Stabilize embankment and all disturbed areas immed- 3. Exces g lately after construction, including embankment, emergency
Immediately seed and mulch roughened areas to obtain spillway, above the sediment pool and downstream.
optimum seed germination and growth. Periodically check 12. Mark cleanout level in field. the seeded slopes far rills and washes. Fill these
areas slightly above the original grade, reseed and
mulch as soon as possible.
3.3'
2"~b TRASH
SCREEN 3" ANGLE IRON 3.3' ~1 SLOPE OR FLATTER
MAINTENANCE PLAN
3' MIN
COrrIPACTED S0~ 1. All erasion and sediment control practices will be chrcked for stability and operation following
SUPPORT BRACKETS FOR FILL every runoff-producing rainfall but in no case less 1~W than once every week. Any needed repairs will be
VALVE CRANK 3.3 r' ,Ili ~ ~ made immediately to maintain all practices as
30" RISER ANTI- nii~l,-lil~j),~u-iC,i~ i ~u ~~luli-~ihu~~lr n Ibi~li~ii i i - i i-il~i.~ i-n i i i~L deslgnf+d. ~"J =a'~ 2. Sediment will be removed behind the sediment
VORTEX 13' 9 MIN when it becomes about 0.5' dee at the fence P
BAFFLES ~ 3' TYP. fence. The sediment fence will be repaired as necessary to maintain a barrier.
h TEMPORARY BERM DETAIL 3. Ensure temporary sediment trap is cleared once
8' . s ~ TOP VIEW sediment reaches cleanout mark.
- _ 4. All seeded areas will be fertilized, reseeded as necessary according to specifications in the veg-
etativF plan to maintain a vigorous, dense, vegetative cover.
NOTE:
ANGLE IRON STRUCTURE TO BE
° ° ° CAST APPROXIMATELY 1' MIN INTO 1 MIN a , ° TEMPORARY SEEDING
' THE RISER ANCHOR BLOCK. a ° e e FRONT VIEW TOP VIEW WITH RISER AND SUMMER (May 15 -Aug 15) Garman millet 40 lblac
ANTI- VORTEX BAFFLES BETE OCK CONC BL
FRONT VIEW FAIL (Aug 15 -Dec f5} Ryrr igrain) 120 lblac
4YINTERlEARLY SPRING (Feb 1 -May 15} qye (grain) 120 lblac
Korean lespedeza 50 lblac
NTS NTS L,,,,e 2000 lb/ac 10 10-10 750 lb/ac
straw 2000 iblac
PERMANENT SEEDING
3' GRASS-LINED CHANNELS Tail fescue 175-200 lblac
FILTER DIAPHRAGM-Use a fine W1 Kentucky bluegrass 24 lbiac
sand and gravel aggregate ~ qy,, a0 lb!ac » Lime 4000 lblac
2x for fiter materials. 6 10 iD-10 fertilizer 1200 lblac
pipe ~ E ~ ~~-i l straw 4000 lblac _-~i X11=~~
`=I I ALL OTHER SURFACES jl , Tall fiescue 130 lblac
1' Kobe lespedeza 10 lblac
qyr~ 40 lblac
Lime 4000 lblac 10 10-10 fertilizer 1000 161ac
H2 2x H1 H1 straw 2000 lb/ac
Pipe ~ b
12" 12" 12"
W2 - 6"
NTS
FRONT
NOTES: 1. ALL CONCRETE SHALL BE 4000 PSI MIS 4000 PSI MINIMUM. GENERAL NOTES:
2. REINFORCEMENT STEEL SHALL MEET AS 1. ONLY DISTURB CLEAR OR GRADE AREAS NECESSARY FOR CONSTRUCTION. ALL MEET ASTM-A615 GRADE 60 WITH 2 FLAG OR OTHERWISE DELINEATE AREAS NOT TO BE DISTURBED. EXCLUDE
MINIMUM CLEARANCE. VEHICLES AND CONSTRUCTION EQUIPMENT FROM THESE AREAS TO PRESERVE
NATURAL VEGETATION.
2, CLEAR AND GRUB AREAS TO BE FILLED TO REMOVE TREES, VEGETATION, _ _ _ _ MUCK, ROOTS, OR OTHER OBJECTIONABLE MATERIAL THAT WOULD AFFECT
IN~It]F PIPF
DIAMETER REINF. LBS. W1 A W1 WZ Hl HZ U L THE PLANTED STABILITY OF THE FILL.
6Q 3. PLACE FILL IN LAYERS NOT TO EXCEED 6" IN THICKNESS AND COMPACT THE
12", 15 18" NO. 4 2060 44" 61 1 44- 64' 23- 42 1/2' 18 112' 27- LAYERS AS REQUIRED TO TO REDUCE EROSION, SLIPPAGE, SETTLEMENT, OR OTHER RELATED PROBLEMS.
21", 24" NO. 4 3100 50" 8; REBAR USE 6 I 50p 85p 31N 56N 24„ 33N 4. KEEP DIVERSIONS AND CHANNELS AND OTHER WATER CONVEYANCE MEASURES
M N FREE OF SEDIMENT AT ALL TIMES. Odom fi4' 108' 41 72 36' 49 5, ROUGHEN THE SURFACE OF ALL SIOPES DURING THE CONSTRUCTION OPERATION
6"O. C. WITH TH 2" 1.5 27% 30", 36" NO. 4 5940 64" 10 ~ N - N N N TO RETAIN WATER, INCREASE INFILTRATION, AND FACILITATE VEGETATION &Associates
CLEARANCE 42", 48" NO. 4 8040 79" 15 79 150 52 79 40 64 ESTABLISHMENT. Engineering, Inc.
54" 60" 72" NO. 4, NO. 5 16000 105" 16 p p p p p p 6. PERMANENTLY STABILIZE ALL GRADED AREAS IMMEDIATELY AFTER FINAL P.O. BOX 1787 Q 105 161 6O 9O 48 90 GRADING IS COMPLETED ON EACH AREA. APPLY TEMPORARY MEASURES ON ALL
54' CRETI GRADED AREAS WHEN WORK IS TO BE INTERRUPTED OR DELAYED FOR 15 SHELBY, N.C. 28151
HEADWALL WORKING DAYS OR 90 CALENDAR BAYS. 704-484-3778 CONCRETE
USE 4000 PSI HIGH EARLY PRECAST CON DAME 06-11-01
STRENGTH CONCRETE 4" CONCRETE SPILLWAY
THICK N TS DRAVANG NO. 01023
SHEET 2 OF 2

DEVELOPMENT PLAN LAN FOR
PITTA DA ELLENB0R0, N.C. slrrE
N.C.
OWNER:
DELBERT PITTMA x' ['MAN
X60
-r-
VICINITY MAP
p19191 r~~,~ s.a~e~
INDEX
SHEET TITLE SHEET YdQ M78 RCVffiKIPT ID~SCA4IPIYOt~I
PLAN/ECP 1
DETAILS 2
~~,'N. ~ f....,,~ 9
~ Odom
&Associates
Engineering, Inc.
P.O. BOX 1787
SHELBY, N.C. 28151
704-484-3778
JUNE 20, 2001 O1
RECEiVED
V4P-7ER OIJAI_ITY RECTION
L4?w ~ L.e
Non-Discharge Harrniting

~,4 l 7
~ Z~ o ' a o.
- o' ~ ~
c
°?~1` ~ 30
, 4
o~NEE~ t~,,9pJ~ ~ ~0
D 0
i
-
-
~ ~ ~ %

~ `

W
•

j', l
~ ~ LENGTH-1f0' T- i ~ 1NID H 56 V 1 •
DEPTH-2'
WEIR-10' w
~i ld
r -7
w DELBERT D. PITTMAN
and wife
DONNA L. PITTMAN 764/385

~ '
~
- ~ ~ . ~ _ 1, H
= ~ ~

1 ~ ~
~ ~ - t A
~ _ ~ ~ `i ~ ~

~ ~ ~ ~ ~ i~~ ~i'-~1i ~~i ~i = TEMPORARY DIVERSION BERM
C)p TSP - -
0, 'N
' 1~ D -56 ` t CLEARINGUMITS
~~~r ~ ~ 1 DEPT 2' ~ - ~ ` _ WEIR-1 '
- ~ ~ ~ .~~u~~~i
~ ~ ~
* ~ TEMPORARY SEDWEMT PIT
~ ~ ` ` ~ , \ - r
V A ~ A a 1
~

`
~ M--r
- ~ ~ 1
V ~ ~ ~ ` Oa - - -
~ ~i ' i i 1
i i ~ ~ ~i ~ ~ ! -
i
~ - l ~ ~ ~ l
~
~h ~
~ ~ '
I', 1
JSP #4 30" 15ER IPE ~0 ~o. _
i I ~ LENGTH-10 ' -,,~F
Thh 50' z,
DEP =2.' i ' i WEIR- t,1~ _ - - -
. ~ ~ ~ ~ i~'
- /
/ / - _ /
~EXT€ND~CONCRETE~SPJ~LWAY /
` ~L 10' PAST THE-TOE OF SL1~RE /
TS #1 ~ \ 5'. LENG1` 30' ~~--OE THE DAM / S /
I W~DTH~ / S /
4 ~ . DFPTH~ , N .r..' / ` /
IR-4' . /
1 / R /
~~I /
' / ~ /
~~A` 1 1 /
- - X~, i l ~ ~ /
= ii ASP #2 ` , - ~ ~ LENGTH-35' ` #2 / NTH-35; /
-ii- ~ , _ WIDTH-19' , ~ , TN-i9' V~,'~-,~ - /
= ' II DEPTk-2' ? ~ ~r I ~ ,WEIR-~4' 'T)d-2' / \ / .IR 4'
~~1. ; , ~ _ /
~ ~ pl i~ /
= DELDERT D. P~TTMkj~! i
bad wife - ~ / - /
1- ` ~~~~~OONNA ~C., PITTMAN - ~~i~r I 526 596 / ~ w ~
DELBERT D. PITTMAN / ~ and wife
DONNA L. PITTMAN - ~ w
526/596 ~ m \ ' ~ TSP #3
/ LENGTH-62' z
_ ~ / 1MDTH 32' / DEPTN-2' rc
~ ~ / / WEIR-4'
`
i ~ L I I I I I I J
~ Odom
Associates &Engineering. Inc.
GRAPHIC SCALE P.O. BOX 1787
/ 50 0 25 50 100 200
SHELBY, N.C. 28151 704-484-3778
1 INCH = 50 FEET DATE 06-11-01
DRAVAM NO 01023
SHEET 1 OF 2

- carry rip-rap up
- BASE TO BE 6 OF sides of spiliwoy \,`\`riut/n~ii,r1
- = - t ® WASHED STONE WITH 24" top of berm rY5 washed stone 2 ~ ' ,'CA~ 4' ~O ' v „~„r" °~;;.p OF RIP RAP ON TOP op elew ion o s ormwoter 1' ireeboad m~ I ~
wy r, ~o - o - _ $
47O j r~~ ~ + r r~T ~ ; --f--T r ~ ' ~ I i ~ TT - --T-r-T , - r - - ~r r r ~~T, r-~ I I + ? ~I ii i; T r~~ - i I I ii I i' 1 i _ i ~ ~ I~~' ~ , ~..°~~m1 ~ . o M o o •o ° ~0 0 0
468 ~ +y~ 1~ ~ ' ~ I i : _ ~ ' ~ --i_ I ~ + ' „ ~ ~ I I I I - a -
466 I ~ - '-I- I r,-,-,~T,~~-,, -I-~-~-,- -~-;-I1 1 r-~-I-1 r_ r .~-r-F-r~ 1 ,rt ~ ~-r~ tr+-~-I-~~ 1 rt r ~ r ~ ~ ~ ~~"I ( r l I ~ ~.-~r I ~ I i i { ° ~ ~ ~ o ° - stir ~ ~ , ~ , ~ t' d5a = 9' , a a , ~ ~ iii,. , FILTER r(p rap
464 ~ I ! ~ . ICI '-?I ~j~ I', I~ ~ f I 1 I I ~ I _ i i ~ ~ ~ ~ ',r.~ I I }r-----~~~ r~~~ rt;.~~I __+.I 1 ~ I-{--1 t ~ ~ I ~ ~ I I ~ I - . ;`_~~i- + ~ r ~ -C_ i ~ f i i I i I - MATERIAL maximum level of ' d INE ~1 wrtri MrG{.~R,• ~ ii key in battam layer , 9 Q ~ ~ dimeat cdlected G
i ' i + , ~ l ' -i- , ~ 1 ~ ~ J-J L 1 I . Y ~-+-r-r r~ t .1.. ~ . ~ t t 1 : ~ I~.._I-1 L-L_l.- ~ ~ -~L~+-l--!-.{--~- 1 1 ~ ~ I r _ - -t- i ~ r ~~i~ ; ~i r i li r 462 r- I I I ~ I-~ ~fi rt }1 I ~ ~ 1-r ~ i ~ } ~ - ' , ; ~ + ~ 1fi ~ I I I ; , 1 T fi I I =r I , _1_I 1- I .T~-~_~~ ~ Ia7_(~k4~k . , r- -r-~--' , r rr-r-~r+ ~-r~ --ter i+r rt r i-~r-~~...i-r+~-r~-~~-t- -t r r ~ r- - _ i~-- ~ v '~I~"~ it i i ~ ~ ~ ~ i i ~I~ - i~ i ~ i i ~ i i ~wD Dawn THE Hoff vROVnES . ~ =a ar np-rap J ~ , V` - con bosh when this ~ ~ Q Cfl00~ES 1HA7 NQL CATpI SEED. ~ ~ m - IeVel IS reoMed ~ ~~<<~ r i„~~~~ PlkYttl IND AEDIICE RIINDFF. ~ ~ I r I I
~ _ 6O i i I i I ~ r ~ i i ~ __i . ! ~ i I ~ ! ~ ~ ~ - ~-I -I ~ ~ 'J-+r. _i i I'I I ~ I' ~-~ll I I I I I ~8a ~ ~ F~-,~~+~ ~ r ~-r ~ ~ SECTION THROUGH BASIN AND FILTER SECTION Gary rip-rap up
458 { I 1 r +~-r~- 4 t t r I i -i ~ r}~ r- ~ ~ ~ I f r I t~, r r ~ ~ ~ I I I I I f ~ ~ 1 I I I 'III r~r , i. -r - 1- . , : : I I 1 I I ili i :-L ' i i I_ I I i I I i I- - I~ ~1y~_' - ~ i. 1 i i, + _ ~ I I -t.__{. ' i. !-.y r _i +r-y-, - r r _ ~1 + r ~~-err- _ Y. I + I', - i ~rr-r + ±rh l Y~ rtt 11-- TRACKING sides of spillway I
456 ~ ~ ~ ~1 i ~ I rt~ I II t~ ~ :rt. ~~1 I i ' i I i IE, _ ~ ~ ~ _ ~ I ~ I I - - ~ r ~ ~ ~ ~5~ I ~ ~ 11_~ _7 I, - ~ t-i ~,-I~~~~ ~ - „ I - ~l ~ i i -4 : '~I : i ~ r_}_i-' i ~ ! ~ _ r ' i, , .l , r { i I ! ~ I v ~ I _ I I , i_ _ -~-F,.-. L _ d5o = s° rip-rap
r ` ~ ' + F { ; i , I I I r ~ a2-+ ~ I I t } ~ ~ ~ ~ I + f 7 ~ } ~ ~ ~ ~ ~ ~ ~ fi' ' ~ t+ I _ I I 1 I I ~ ~ ~I i I 1 454 ~ + + 1- i i ; ~-r~' t ~ I r~ I r ~ r ~ ~ ~ ~ ' i ~ ~ i ' ' 0.5 DIA Lo ~ 30' II I I 1 freeboard mi I ' ~ d-"1~]~Ti IiIF1~~A~°"°I'~~°~
452 r I t ~ i i t ~`~-Ir* ; r 1 I - r i ~ i I - rT± ? j -~-r I - I~ F1~' + ` t I i I I ~ I i { r~'T---. I i ~ ri ~ i I MIN. 'D' =PIPE DIAMETER I i I ( o ° ° ~ 3' MIN. I
i"~1_ I ~ ~ '-rTtT1-I~+,' ! - h ~ a_L I ~ _ _ i -~..~-t~~ I i ~ ~ i I i ~ ~t ~-1- i i I I 450. r,; , , - - ~~~00 • ~ o^ ° p5 washed stoney
448 I~ ~ '-~+fi ~ ~ ' ~ + r----rf f - ~ --~---r----- ~'i~-'~-j ,-"-ITT' I I I~ I~~~I,~~ I +~I ~ ~I + ~i ~ -NT 0 o dam width ~ ° ~ • ~0° 0 •o e°o ~41i 7NNi0II6H BAY d1iG il~,Tl~
i r~ I _ ~ F - , ~ ~ T I 446 'I~- ~L I ' i- I _ 1..+ 1 ! i t ~ i ~ I ~ i -iH T+,. ,~,Tt ~ , •-r-r-~~.I ~ I. 7._I~r ; + ~N `r4~o0~8dq, p0 ROCN d50 a~o0° ~aQ r
~1-~-1-1~ I r-~-~-~ I 444 7-,~_--~~. t -C-`~ i I I 1 I I, I ~ - - ~--1~, ~I. ~ ~ i I ~ iJ~~,~ ~ ~ ~ - ~ ~ I ~ ~I I . °D' (T° 50S SHALL ~ LARGER ° 9 4.0 x 'p' . ~ ~ THAN fi° (MIN.) DIR. ^~r~~0 • ~ ARN. ~ 1 1 po0~ iJO~~ as / Q' I
_ I ~ . i- I 7 LE s L I I I tl t I I I C I I 442 ; i`"~-~ ` i ._i~ I + i _ ~ ~ ~ t t ~ ` ' ~ ~-:~1-i I _I 1 +t~-~++ 1 I I I li ~ - : + rbo • a~o j~ (~gx~(q~Oo• •O
44 'Y i J I t 1- . I J-1 J + ~ I• r i 4T 8 I~ ~r i~ ~ ~r- I~ I IrIJ r L.. a ~ I i ~ I 1 I ~ I l F I I i~ ~ ~ I I~~~ ~ ~ I, i~ I O i r_r_~ t ~ , ~1 r I i i CROOYES Nll CATCX t~ ~ T / RED. FERRIZER, MULCR ¢ • w,Q° ooa ° oa / ~ ~i
t ~ ~ i I t ~91ti5-~ ~ I I I - ~ I I I III - III I ~I ~ ~ ~ + _ , + ~ ~T f ~ - { f I + 4 ~J-+ { + I i i~,--~--rl I ~ ' _ _ ~ ~ ' + ~ ~ t ~ I ~ I r„. + , AND DECwusE I •po a A° ~1 °.0 ' o. ~ ~ e~ ~ ~ °/1_x: i~
: ~ I ~~n ~ Int"~°~'~ I ~ 2 P1 I I ! is _ ~ ` ~ ~ ~ ~ - ~ ~ ~ t~ 436 i._~I_~-1i~~ ~..'-~._~if~~~Y~1~ a_~~l ~i_.t i_-_~-~~~~ ;_}~_i-~~..~.. i i~~ll !_r:I.,,~. ~ ~;~_f i ~ ',---r-;~~+,--1-I-~-r-~-}--t-I+~,,~~-F-~r' f~-I--~-*.-t_I-`~~~+-~--~-~ i / ~ ~ I
II 434 . 1t t { 1 t-r-I~t-r± f ~ I t i f ; , : ; ~ I 1Tf!t' ~ ~ 1- ~ ' ~ ~ ~ ' DUR FURRO119 - - ~ / / \ 1~/ ~ CONT 1 PLAN ' ~
I~ ~ ~ ~------r' ~ tom' ~ I I - I r i ~ ~ ~I 432 ' L I~ E I{: ',~,I-- + ~ ~ ~ ~ I r I I ~ u. -I ~T ii i r '.t' iii 1,i ~i ~ --r-r~ G 'r-I-~ i ~T SURFACE i ePOr~g' TEMPORARY I SEDIMENT
'-~-~-"---r-r-" r r--r+-~~ - I T i i ~ i I I i 1' fi i n I I 430 ~ 7-~t~ r i I r ~ t ~t ~rt"_" "~~rtr ~ i ~ G I:. 7 S T rt-~-r- r i I a ROUGHENING TRAP i NOTES: ~ I -
-rr-T--t -<-a-~-~r~ ~ ~ ~ ~ ~ ~ IL B I r I-i-~ i a i l -----T---L ~ i i ~ ~ ~ I i 1 ~ A I I I I I it ~ 4 28 I I i i ~ ~ °"~0r°' 1. 'La' =LENGTH OF PPRON. pISTANCE 'Lo' SHALL BE 30'
~-~r-. 426 ~ ~ ~ ~ i ~ . ~ I , -N ~ ~ + + ~-1-Y-r~- ,1 + ' CONSTRUCTION SPECIFICATIONS 2. APRON SHALL BE SET AT A ZERO GRADE AND ALIGNED STRAIGHT.. THI x CONSTRUCTION SPECIFICATIONS 3. FILTER MATERIAL SHALL BE AN APPROVED FILTER FA~tIC WITH A 6 C (MIN.)
I ~ , I I i ' 1 i~~ ~ ~ ~ ~ ~ ~ _ , I ! ~ ~ ~ I ~ ~ I ~ ~ _ I - I~ --~i,---- r'~ ' ! i ~ , 'ter ! ~ + + I _I + I ~ ~ 1~ ~ } r ~ + ~ + t rt~ + , F~~ ~ ' ~t ~ + 1--+ _ T~--~ , i ` -~-t-~-r±~ I-T i f I trt~ rTT~ I t 424 ! r t t-t } , i I ~ ~ I`~rt ~ 1, ~ i t 1 _ ' I- , a ~_t__~ ___~_~_~-T~~_~ i_ ~ _i III . ! _1 ' ' I~ + ; r; +-1=~ + ~1~i FILL SI GRADep GRAVEL LATER. 1. Clear, grub, and strip area of all vegetation and root ~ FILL SLOPES material, Remove all objectionable material. a
T ~ ~r~ ~~T 4 , ~ ,+~r l . ~ i I i ~ + r r~T---~- ~ i `~C - r _r-~ _ N ~ 1_ ! I i i i I { I ' 1. Place fill slopes in lifts not to exceed 6 inches and 2. Ensure fill material is free of objectionable material.
17ATU~ '-Y I.1_.~ -l ~-±±~-I-i,...-r+ f F t ~ I-~ ~ ~ r~ I i 1 i m( 2. make sure each lift is properly compacted. Place fill in 6" lifts and machine compact ~i ENERGY Pr nnection between ri ra and soil b usin 2. Ensure that the face of the slope consists of loose, 3 oteci co p p y g ~
420. un uncompacted fill 4 to 6 inches deep. DISSIPATOR filter fabric. Extend fabric across spillway foundation and c~
rn v M o 00 3. ri acv be 3. Groove using any appropriate implement that can sides to top of dam. ~ i; be safely operated on the slope: Do not make grooves 4, Clear pond area below dam for sediment cleanout, C
00 +D I~ M M M M M 1ec M M M d. d d d less than 3 inches deep or more than 15 inches apart. 5. All cut and fill slopes should be 2:1 or flatter.
a ~ d ~ 4. 4, Do not blade or scrape the final slope face. 6. Ensure stone section has min. bottom wid{h of 3' with max side slopes of 2:1.
CUT SI CUT SLOPES AND UNGRADED AREAS THAT NAVE BEEN 7, Ensure weir is level and constructed to grade,
Q+pp 1 +00 2+00 3+00 CLEARI CLEARED AND GRUBBED 8. Material used in stone section should be well-graded
1. till 1. Roughen cut areas to shallow grooves by normal mixture of stone with d50 size of 9" and max size of 14". i ruse of a culti acker- 9. Ensure spillway extends past toe of embankment until tilling, disking, harrow ng, o p
se' seeder. Make the final pass of any such tillage stable conditions are reached. Keep edges of scone outlet
~ ~ ~ ~ = im TI SCALE- 1 10~ HORIZONTAL SCALE 1 ~ 2. VER CAL implement on the contour. flush with surrounding ground and shape center to confine M..~ 2. Make grooves formed by such implements close outlet stream.
to, together t0 inches} and not less thou 1 inch deep. 10. Direct emergency bypass to natural, stable areas.
3. Im 3. Excessive roughness is undesirable. 11. Stabilize embankment and all disturbed areas immed- Immediately seed and mulch roughened oreos to obtain lately offer construction, including embankment, emergency
op optimum seed germination and growth. Periodically check spillway, above the sediment pool and downstream.
th' on the seeded slopes for rills ~11Td washes. Fill these 12. Mark cleanout level in field. oreos slightly above the original grade, reseed and
mi mulch as soon as possible.
3.3'
42"~ TRASH
SCREEN 3" ANGLE IRON 3:1 SLOPE OR FLITTER
3.3 MAINTENANCE PLAN
~ INN
OaIPACTED SqL 1. All erosion and sediment control practices will ~ gg' = , a be checked for stability and operation following
SUPPORT BRACKETS FOR INN every runoff-producing rainfall but in no case less
VALVE CRANK 3.3' . .~O than once every week. An needed repairs will be ~`~i",~'~~nGi , I r Y
30" RISER ANTI- ~ I~IE~I Ik~l I I I I I ri mode immediately to maintain dl practices as ~ ~ ~ ~ ~ I~~~I~I~II II I pI~J ~ I desi ed. i~Jlgl , I~I~I~gI ~ I~ 9n
VORTEX 13' I~ 2. Sediment will be removed behind the sediment 9' IIIN --~?I fence when it becomes about 0.5' deep of the
BAFFLES 3' TYP. fence. The sediment fence will be repaired as
T necessary to maintain a barrier. TEMPORARY BERM DE AIL 3. Ensure temporary sediment trap Is cleared once
8' TOP VIEW sediment reaches cleanout mark.
4. All seeded oreos will be fertilized, reseeded os necessary according to specifications in the veg-
etative plan to maintain a vigorous, dense,
vegetative cover.
NOTE:
ANGLE IRON STRUCTURE TO BE
° ° CAST APPROXIMATELY 1' MIN INTO 1 MIN a , TtMPOAARY SEEDING
° THE RISER ANCHOR BLOCK. T W WITH RISER AND ° FRONT VIEW OP VIE d ° SUMMER (May 15 -Aug 15)
ANTI-VORTEX BAFFLES CONCRETE BLOCK German millet 40 lblac
FRONT VIEW FALL (Aug 15 -Dec 15)
Aye (grain) 120 lblac
WINTERIEARLY SPRING (Feb 1 -May 15j
A T T Aye (grain) 120 lb/ac Korean lespedeza 50 lb/ac
NTS NTS Lime 20D0 lblac
10-10-10 750 lblac straw 2000 lb/ac
PERMANENT SEEDING
3' GRASS-LINED CHANNELS
FILTER DIAPHRAGM-Use a fine Tall fescue 175.200 lb/ac D Kentucky bluegrass 20 LbraC
sand and ravel a re ate W1 9 99 9 Rye 40 lb, ac
2x for fiter materials. 6„ Lime 4000 lbiac 10.10-10 fertilizer 1200 lb/ac
i e sfi E PP =111~~11 straw 4000 lb/ac _ III=III=
=i IIIi~ ALL OTHER SURFACES I I (-I
1' I-~~ Tall fescue 130 lblac
Kobe lespedeia 10 Lb/ac Rye 40 lbiac
Lime 4000 lblac
H2 2x H1 10-10-10 fertilizer 1000 lb/ac straw 2000 1blac
pipe ~
12" 12"
6"
W2 T N
NTS
FRONT
NOTES: 1. ALL CONCRETE SHALL BE 4000 PSI MINIMUM. 'SI MINIMUM. GENERAL NOTES:
2. REINFORCEMENT STEEL SHALL MEET ASTM-A61 w 1, ONLY DISTURB CLEAR OR GRADE AREAS NECESSARY FOR CONSTRUCTION. ET ASTM-A615 GRADE 60 WITH 2 FLAG OR OTHERWISE DELINEATE AREAS NOT TO BE DISTURBED. EXCLUDE
MINIMUM CLEARANCE. VEHICLES AND CONSTRUCTION EQUIPMENT FROM THESE AREAS TO PRESERVE
NATURAL VEGETATION.
2. CLEAR AND GRUB AREAS TO BE FILLED TO REMOVE TREES, VEGETATION, MUCK, ROOTS, OR OTHER OBJECTIONABLE MATERIAL THAT WOULD AFFECT
INSIDE PIPE ~ I W2 Hl H2 D E THE PLANTED STABILITY OF THE FILL,
DIAMETER REINF. LBS. W1 ~ PI erF Fu I IN I CYFRC NnT Tn FXCFFf1 6" IN THICKNESS AND COMPACT THE
12"' 15"' 18 N0. 4 2060 44 64 2 64" 23" 42 1/2" 18 1/2" 27" LAYERS AS REQUIRED TO TO REDUCE EROSION, SLIPPAGE, SETTLEMENT, OR OTHER RELATED PROBLEMS.
21", 24" NO. 4 3100 50" 85" 3 85" 31" 56" 24" 33" 4. KEEP DIVERSIONS AND CHANNELS AND OTHER WATER CONVEYANCE MEASURES FREE OF SEDIMENT AT ALL TIMES, Om
USE #6 REBAR J 27", 30", 36" NO. 4 5940 64" 108" 4 108" 41" 72" 36" 49" 5. ROUGHEN THE SURFACE OF ALL SLOPES DURING THE CONSTRUCTION OPERATION
6 O.C. WITH 2 1.5' 2 &A " " " " " TO RETAIN WATER, INCREASE INFILTRATION, AND FACILITATE VEGETATION SSOC1ateS
CLEARANCE 42", 48" NO. 4 8040 79" 150" 5 150 52" 79 40 64 ESTABLISHMENT. Engineering, Inc. 1 L- " " " " 6. PERMANENTLY STABILIZE ALL GRADED AREAS IMMEDIATELY AFTER FINAL P.O. BOX 1787
54", 60", 72 N0. 4, NO. 5 16000 105" 161 6 161 60 9O 48 90 GRADING IS COMPLETED ON EACH AREA. APPLY TEMPORARY MEASURES ON ALL
GRADED AREAS WHEN WORK IS TO BE INTERRUPTED OR DELAYED FOR 15 SHELBY, N.C. 28151 WORKING DAYS OR 90 CALENDAR DAYS. 704-484-3778 ~RETE HEADWALL
54 PRECAST CONCRETE HE.
USE 4000 PSI HIGH EARLY DATO 06-11-01
STRENGTH CONCRETE 4" CONCRETE SPILLWAY
THICK NTS MAAWM NO. 01023
SHEET 2 OF 2

r...--,-- . ~ _ - - -
r _ _ _ _ ~ _ carry rip-rap up
~ sides of spillway `,,~'~~~i~i~ihr,
470 T ~ r i rr~-~-r-f-'-~-T i I i' I i ~ ~ I I I I r-rr-r i = ~ ~ ~ I iop of berm ~ washed stone 2 ~ \ ~ ~ Ci~ A ! o ew ion a s ormwa er 1' freeboard min 4, •
~I~ ~T I ~ ~ tom, Tel T?T~T~~i I ~ ~ _ ICI I IIII I fll II II I~ I I I I I I ~ ~ I I i I I I i~ I I I I- ~ I t~ ~+H-~-~T I,~-,-,-r----~~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ i ~ ~ - ~ ~ - ~ z' ~ ~ ~ `P'
468 I ~-I-,~ -I-~-I--~~ I r~ I I~ ~ I I~-r-T-rr;T1 ~ ~ j i i i I ~ i i I I I i ~ i i i I I I ~ f ,I ~I ~ III ~ I ~ I IIIIII III ~ ~ ~ I I I.I.. rill ~ II'~~ I I I - ~ ,,1 ® m 9 - ~ 1 _ ~ i ® ~ \Y + 3' ,mot E
466 I ~ I ~I ~ l~ VIII _ I_lil Ililll i~ ~_I! ! II ~I~ lil I i I ~Ilal~ I gill 'til tl ~-~~r, t ~ --i--I-- ~ t rt r I~ I fit1-~~I - - I~l~ ' H ~ i ~ ~ (i t t fit-r ~r T+ 7 1- i Crt i + ~-+-+-i-+-~-+1~ I. I t I i I i i I ~ + . I - o 9LJ O Off' _
464 I i I I f I I I I i I I 1 1 I I I 1 1 1 1 1 ~ II I I , I I I t it l_ 11-i Z , I~ ~ I~~ ~ I i I I I ~ ~ I ~ r I I I I l l ~ I I I I I I I ~ I I II I I I , ~ , ~ i I ® 1., i m ~ o e o I ~-rap d50 = 9'
462 I, ~ ~ ~ I ~ I, I I ~ ~ ~ - I~ ~ ~ r-~- ~ I ~ t-~-~ ; I 1-~-~-~t ' I I I ~ I ~ I I r I I I I 1 I I~-r-rt ('~~Iiil IIII II I~ ,iiIIII~I"'~it~r!I~ ~ I I IIII~!II~ I I ~ IIII II IIII iIi i I ~T?-i-1-??~l+ ~ I maxirnum level of G'!NE• ~1;• I in,~aouG wrx wcHSatr ur ~i key in bottom layer edim~t collected ~ ~ um aae+ t~ s<ovc asa~noEs
460. ~ ~ ~ ~ ~ ,1 ~---r-rt-, ~ r I ~ ~ I ~ ~ I I ~ ~ I I III ~ I ~t I I I ~ ~ I I I ; I, ~ ~-t~~~ I ~ ~ ~ i_ _ ~-l-L:--~- ,-i-a ._J_ ~ ~~-(--~-,-r--G-++-r + a ~ v ~ I i ! I 1 u ~ ~ , ~ ,_I ~ t- ~ ~ ,i,1 ~II~i( ~ ,II I i GI-iIiIII,'; ' 1I{I_ i GROOVES MMT MWL GIiCH 50D, ~ ~ i uuairi 7xie"n"i trii5 of rip-rap ' ~ O \ w~,ru µo RmucE me+osf. level is reached ' h ~ ~ ~ r ~ i ~ ~
4581'1 I I,,'ai!~ I 1~~li.l~ ~-1- 1'lyda`u~-I'~I1 1- ~ll I ~ IIIIIIII~I ~j~~lI~III~II~II~II~ I ~ It.a 1 { _,I~I 111 ,i ~-~I ~ Iii I " 1 1 I ~ I_ II I C I L L I ~_11 ~ I II I ~i a.~~~1~~-.. ~ I I I I i i ~ ~ ~ ~ I i l i l i t I l i~~ i l i l i i i_ i i ~ ~ ~ SBCTION THROUGH BASIN AND FIITBR ~
456 , ~ ~I , ~ I ~ ~ ~ ~T;~ I ~ ~ , ~ I I ~ I ~ ~ I ~ I ~ ~ ~ -I i _C. C ~ ~ I I ~ I I ~ i ~ r t-~-I~±~ I Irt t 9 11 „ pc ~ ~ i I I I ill I I I I II f III, I I I I I r tli-rrllirl t-~ ~I ' + ' I-~ I ~ i ~ -1 I_x + i ~ ~ } } ~ I ~ I f f fi+~ I I corn r' -ra u r 1~ T~~NG ~ ~ sides of spillway
454 , ' I-' { i fij~ ~ rt ~ 1-~-I-I-~ t ~ ~ f ~ L~ t 4 ~ ~ I ~ i - ~ ~ _ ! 1 t ~ _!-t~ ~h ' -1 ~ ~ ~ i;! f I. f i i i t , 1 1 ' I_, I ~ I ! I ~ I' I i I I I 1 1 1 _ --1 1-i-I I I I' I I I I I I' I l r t i i. ~ I ' .:,-T- ' ' _ ~ ~ _ _ - ~ - - - - - 1 f ~f ~ 1 f i ~ f j ~l Q`~ = 9" ~ ~ np-rap i
~~I~i ? ~ I rt ' (t ~ I I ~ ~ i l -1 ~ (I ~ ! I I H I I ~ ~ i i i ~~a 1 ~ 1-:~ ~ ~1 1~~ i ~ ~ 1~~1 ~ ~ . I i ~ 4 ~ ~ ~ i 452, I; I~, ,;I i tin ~e II I I ~ I~ ~ F.. I j I t-~ i t r. l-.j~L~-~--~- i i i, t i I~-t I f ~ i i I I I i I~ _~`~~I i I f-i t~-F I I I t-_,-f_. --I--~-t-t--~- t 1....-, ~ i t o I, I I i i i i i I I I I i i +-t t-t-~t-t -I- i--~!-~t`-~-I -~-}1 1 I ~ ~ 1' freeboard mi t ~?tm,'~C~r'~(Cf~,"il'd~aF3v~
450 ~ - i I i i I i I fTl ~~-T~ ~ I - - ~ ~ I ~ ~ I { l ~.1__~ i.~ L ~ I I' " i ~ I l i i I I' I~ I i~ i i i I i1 1~ I I I i I~ ~t'i ~ t I ' I i I i I l i i I I I~ I i ~I 3' MIN. /5 washed stoney ~:1
III I ~ ~ I 4481 I I I i i i I I I i~~ ' I i ( i I I I C I rl n li i _ I I 1 I I ~-1-1 11_~ ' I I I h~I i i I I y I ._-L'-1~ -H_ ~ . ~ ~ I ' i i a~ i I I LJ 1 ~ I t l ~ I _ I I I ~ i v `1 ~ j 2:1 SLOPE
446 I ~ f ± ~ . I r { I ~ + }I.-- ~ t r I ~ ~ 1 , , -t E t I ~ t- ~ I- ; ~ ~ I~ 11 .I l r t f~~3 I I ~ I# l a I_ ;11.~ I r ~ '-~i ~ 1 1 ~I I ~ ~ ~ - ~ I I -I~ ~j j r 1 { ~ ~ r? ~ I ~ I I~ it C i { i r I I I i l( l f I ~ I I 50 t"r 8~ ~ ~ dam width i , ..1 ~ SECTION THROUCT3 BERM ANB FILTER
I 444 f ~ ~fil~ I ~ II ~ ~I I t-~ 7-i i - I ~ ~ ~ i I I i I I ~ ~ , ~ ~ ~ ~ ~ I fi I 1- i t I I I I I I I ~~~I I i I I I I I I I I i I i
I . r' I- I I I I I I 442 I I ~ I ' , F ~ I , I a { ~ , i ~ 'I ~ { ~ I ~ I ~ I ~ ~ ~ i' ~ ~ ~1 ~ ~ I I { ~ - _I ~ ~ I f ~ I ~ I I ~ ~ I ~ I r i I ~ i I ~ ; i I ~ ~ l ~ l ~ I i ~ ~ ~ I i I ~ ~ ~ ~ I i I T r1LE I~rt I II i I~~~ i I I I ~ ~ i ~ ~ i ~ I ~ ~ I I_ ~ ~ ~ I I ~ I ~ ~ ~ I _t ~ , I a ~u I I I ~~a- I' I'IIIII~III~I I II VIII ~ - ~.I~ I I. ~~;~;,Ifi1~I IIIIIIi ll~~~lli~lllll ~I ~ , ~w~,a ~ VIII I ~i
ALL I ~ 1- ~ ~ ~ I j I I t s e i ~~II ~ I I J , -t-t ~ ~l ' ~ y-~-~-I-~~ 440 + ~ { I k f ~-I A a ( ~ , r ~ ~ # I~-+ ~ r r r ~ ~ • I ~ 111 ~ Iz 1 III I ~ ~ ~ I (-*-_j ' {-J ~ri-~ T I T I I i I ~ ~ T1._~ 7-r1-~---i-r-r-~- }-I i I ~ i I"7 I ~ ~ ~ i ~ T~~ ~ I ( ~I I i i ~ I I ~~17_ ~ ~t . (-s, ~r . ~ ! i
I I f ~ i f l a 438 rl V I I I I r i s _ i Ii~il-IG 1I _I__I I i { i ~ I ) -I r I I r I~ ~ i_rt I GRDavES Net GTCH ~ i~ 1 I n~ , wKa+. _ ~r
I I' -f t T i I i l l 1~~ 3• i ~ I. i I ~ 2 ~ I I I 1 I - L- I- I ~ ~ I- ~ I 436 ~ ~_L,-I I ~-1-T++~-i--~-+-'-+ I ~ F I r_I - _ _ ~ I ~ , , , , , ~ -~-I, I + - I l i a ~ ~ I I I ICI , ,!L,+, ~ 1,,r~ ~ I- I i I I I I I I I I I i ~ } 1 + Rua a i °o ~ ~ of /~7h6/~ jp, ~
l i l I I I ~ ~ ~ I C I 1 LI ~ ~ ~ ~ I I a 434 ;--r-r-r ;~-r T -r- ~ ~ ~1~ ~ ~1rt. ~ _ ~ I I %i XI ~ ~ ~ ~ f " i i i r ~~~I ~rt I ~ II -i .I T~,_ ~ I,r~l I -I- "~h ` Mi • i~ ~ i / ~
t-~ ~ { ~ ' II ~ I ~I~I~ ~ ~ ~ ~,I ~~I II II II I i~li ~ I i I 432 ~ I t( ~ ~ ~ I ~ ~ I ~ I ~ .I ~ ~ I ~ T ,,Ir _ II I IIII ~I I ~ , CONTOUR FURR01fS ~ ~ ~ d5o = s° TEMPORARY
I-+++--r~ t~+-I-~-~ I I ~ I ~ fi i I I I i ~ I~ ,_l~l- I~ ~ 1_ II~ - 430 ~ ~ ~ a ~ _I ~ ~ ~ I I I ~ I , ~ ,i_ii .~._i. i. rt~ l 1 1 1 I Ii I l i l i ~ I ~ ~ I I ~ I ~ I ~ _ 1I r~i i,i t I I I ITi I i~ r} I-+__ I I i i l 1 I i I I i I i i ~t-t - - "1-t-t~-t-1~ ~t~-t-t-f-~'-~rt 1 r - SURFACE rip_rap I - ; SEDIMENT n ROUGHENING ' eQLSrECrIVE vlErr ~ TRAP
I '-t 428 I I I I I ~ IIII rtllli II ~ I I ~ I I I I - , _ , l _ J ,
~+-r t--rfi--r- --r t+ ~-t J-J----,, r ~r1 -r ~ -r~ t I ~ t' I r-+-I-H L+~-~~ jt fi I C j~ i i- r I ' I _~_i_ ~ I I I I I i i i ~ ~ t i 11.f ~~-~~~_~~_I i~ 426 ~ ~ I ~ ~ , ~ ~ ~ I ~ ~ I E ~ I ~ I . 1-fl I -i i y I I i I L I i l l I I I I }-i ~ I I I I I I I~ I _ ~ ~ ,II I i _ ~i ~ I I ~ I~~
~ ~ z- I ~ ~ ~ I I I-I-+-~-I F'-~ ~ ~ ~ iHrt ~~I I T ~ i ~ ~ ~ ~ ; i , I i , ~ I I~1~1 424 ~ t I ~ r~ I I I I. ~ I I,, I I I II I i I I I, + rH I I I ~-1-~~~-t ~ ~ ~--t-IfiPt1-i1 I I~ fi l II ~ ~ t I- -I I I I _i - -I I _ I I I I ~ I I ~ I I I I i ~ i ~ ~ I ~I (I I I~ ~ I ~ ~ I I I - i I I I I y l i I I I I I ~ i I t i i ~ ~ I i ~ ~ ~ N CONSTRUCTION SPECIFICATIONS CONSTRUCTION SPECIFICATIONS R
r I t ~~t I ! ' ,rte ~ ~ ~ ~ 1 ~ ~ I Y I ~ - 1 ~ t_ 1 ~ ~ ~ ~ I ~1 III i I + ~ ~r 3 ' ~ - i -r+~ ~ ~-1 -i-+! ~ ~ , - I I-~ i I ~ 422. I fi I I , ~ ~ I~ ~ I I l i I~ t1-1 f l 1-t~ t ~ I I r (1 f t 1 { t t-I ~ ~ I t r FILL SLOPES 1. Clear, grub, and strip area of all vegetation and root material. Remove all objectionable material.
T~ , I L I F ~ I + . ~ ~ . I I I~ , I ~ a ' fi r~ ~ , ~-r;- E I I ; J I I D~TU~1~ ~LC[~ I_~ ~ I ~ ~ ~ ~ , ~L ~ ~ i ~ I{ I I I I I I I„ 1~ ~ i 1 I i i I 1 i I I I I I I r I I I I ~ I t I ~_i_t_i _~_LS__~l i~ i(-i- I I_Lfi i i i i- ~ 1 J, I-_I i i _i_ I. I_I_~ i i t_~_i ~ 1 1. Place fill slopes in lifts not to exceed 6 inches and 2. Ensure fill materiel ie frar Of nhjer±innable material. L
d20. G~ ~ ~ ; j ~ ~ i I I i it make sure each lift is properly compacted. Place fill in 6" lifts and machine compact. r 2. Ensure that the face of the slope consists of loose, 3. Protect connection between riprap and soil by using ~ 1=.
I rn11 ~ of of o. I .I 'i ' uncompacted fill 4 to 6 inches deep. filter fabric. Extend fabric across spillway foundation and fa 3. Groove using any appropriate implement that can sides to top of dam. ~
M NI N, 0~ ~D'. t~ cfl, BFI d' III d' d'i ~ r be safely operated on the slope. Do not make grooves 4. Clear pond area below dam for sediment cleanout.
i less than 3 inches deep or more than 15 inches apart. 5. All cut and fill slopes should be 2:1 or flatter. 4. Do not blade or scrape the final slope face. 6. Ensure stone section has min. bottom width of 3' with
I I ~ ~ - I - - ~ max side slopes of z: 1.
0+00 1+00 2+00 3+00 CUT SLOPES AND UNGRADED AREAS THAT HAVE BEEN 7, Ensure weir is level and constructed to grade.
CLEARED AND GRUBBED S. Material used in stone section should be well-graded re of st 1. Roughen cut areas to shallow grooves by normal mixtu one with d50 size of 9 and max size of 14 .
tilling, disking, harrowing, or use of a cultipacker- 9. Ensure spillway extends post tae of embankment until a
seeder. Make the final pass of any such tillage stable conditions are reached. Keep edges of stone outlet implement on the contour. flush with surrounding ground and shape center to confine F..~
VERTICAL GALE- 1' - 1~ HORIIANTAL SCALE 1' - ~ 2. "lake grooves formed by such imY!pme;,±~ c!ase outlet stream.
together 10 inches) and not less than 1 inch deep. 10. Direct emergency bypass to natural, stable areas. 3. Excessive roughness is undesirable. 11. Stabilize embankment and all disturbed areas immed-
Immediately seed and mulch roughened areas to obtain lately after construction, including embankment, emergency
optimum seed germination and growth. Periodically check spillway, above the sediment pool and downstream. the seeded slopes for rills and washes. Fill these 12. Mark cleanout level in field.
areas slightly above the original grade, reseed and
mulch as soon as possible.
3.3'
2"~
TRASH
SCREEN 3" ANGLE IRON , 3.3 3:1 SLOPE OR FL11T1ER
MAINTENANCE PLAN
3' MIN
OOMPACTED S~ 1. All erosion and sediment control practices will
SUPPORT BRACKETS FOR VALVE CRANK 3.3' ALL 36' be checked for stability and operation following MNi every runoff-producing rainfall but in no case less
~ than once ever week. An needed repairs will be r~ i, Y Y
30" RISER ANTI- ~u~ - made immediately to maintain all practices as r - ` i~yitil~~ , i~'' designed.
VORTEX 13' sir 2. Sediment will be removed behind the sediment 9' MIN
BAFFLES , 3 TYP. fence when it becomes about 0.5' deep at the fence. The sediment fence will be repaired as
8' TE necessary to maintain a barrier. MPORARY BERM DETAIL 3. Ensure tem orar sediment trap is cleared once
TOP VIEW P Y sediment reaches cleanout mark. -
4. Aii seeded areas will be fertilized, reseeded as
necessary according to specifications in the veg- etative plan to maintain a vigorous, dense,
vegetative cover.
NOTE: ANGLE IRON STRUCTURE TO BE
1' MIN ~ a a a CAST APPROXIMATELY 1' MIN INTO a THE RISER ANCHOR BLOCK. TEMPORARY SEEDING
~ n e a FRONT VIEW TOP VIEW WITH RISER AND SUMMER (flay 15 -Aug 15)
ANTI-VORTEX BAFFLES CONCRETE BLOCK German millet 40 lb/ac
FRONT VIEW FALL (Aug 15 -Dec 15)
Rye (grainy 120 lblac
WINTFR/EARLY SPRING (Feb 1 -May 15)
Rye (grain) 120 lblac Korean lespedeza 50 lb/ac
NTS NTS Lime 2000 lblac
10-10 10 750 lb/ac straw 2D00 lblac
PERMANENT SEEDING
3' GRASS-LINED CHANNELS
FILTER DIAPHRAGM-Use a fine W1 Ta11 fescue 175-200 lbiac p Kentucky bluegrass 20 lblac
sand and gravel aggregate Zx for Titer materials. Rye d0 lbiac
pipe ~ E 6" Lime 4000 lblac ij'~I_ 10-10-10 fertilizer 1200 lblac
I r=l ~ straw 4000 16 f ac -
= ALL OTHER SURFACES
1' Tall fescue 130 lb/ac
Kobe lespedeza 1D lbtac Rye 40 lb/ac
H2 Lime 4000 lblac
2x H1 i1 10-10 10 fertilizer 1000 lbiac straw 2000 16lac
pipe ~ t"'1
12" 2" 12" r,r,
W2 6"
NTS
FRONT
~(QTES:
1. ALL CONCRETE SHALL BE 4000 PSI MINIMI 00 PSI MINIMUM. GENERAL NOTES:
2. REINFORCEMENT STEEL SHALL MEET ASTM• _ MEET ASTM-A615 GRADE 60 WITii 2" 1. ONLY DISTURB CLEAR OR GRADE AREAS NECESSARY FOR CONSTRUCTION.
MINIMUM CLEARANCE. FLAG OR OTHERWISE DELINEATE AREAS NOT TO BE DISTURBED. EXCLUDE VEHICLES AND CONSTRUCTION EQUIPMENT FROM THESE AREAS TO PRESERVE
NATURAL VEGETATION.
INSIDE PIPE nrwr ~ n~ „M 2. CLEAR AND GRUB AREAS TO BE FILLED TO REMOVE TREES, VEGETATION,
..M u(n r r~ r rn ~ r MUCK, ROOTS, OR OTHER OBJECTIONABLE MATERIAL THAT WOULD AFFECT ~
DIAMETER RCOir. Loa wl nc wl nc ni nc u r- THE PLANTED STABILITY OF THE FILL.
60 12", 15", 18" NO. 4 2060 44" 64" 3. PLACE FILL IN LAYERS NOT TO EXCEED 6" IN THICKNESS AND COMPACT THE 44" 64" 23" 42 1/2-18 1/2- 27" LAYERS AS REQUIRED TO TO REDUCE EROSION, SLIPPAGE, SETTLEMENT, OR
„ " » " " OTHER RELATED PROBLEMS.
21% 24" NO. 4 3100 50" 85" 50 85" 31 56 24 33* 4. KEEP DIVERSIONS AND CHANNELS AND OTHER WATER CONVEYANCE MEASURES
USE #6 REBAR 27" 30" 36" NO. 4 5940 " „ " FREE OF SEDIMENT AT ALL TIMES, Odom 64 108 41 72 36 49 5. ROUGHEN THE SURFACE OF ALL SLOPES DURING THE CONSTRUCTION OPERATION
6"0. C. WITH 2 1.5 64 108 `LCLEARANCE 42", 48" NO. 4 8040 79" 150" „ " TO RETAIN WATER, INCREASE INFILTRATION, AND FACILITATE VEGETATION pEing6ineering, SSOCIatCS 79" 150 52 79 40" 64" ESTABLISHMENT. Inc.
" " " " " 6. PERMANENTLY STABILIZE ALL GRADED AREAS IMMEDIATELY AFTER FINAL 1Q5 161 6O 9O 48 9O P.O. BOX 1787
60", 72" NO. 4, NO. 5 16000 105" 161 54 GRADING IS COMPLETED ON EACH AREA. APPLY TEMPORARY MEASURES ON ALL
GRADED AREAS WHEN WORK IS TO BE INTERRUPTED OR DELAYED FOR 15 SHELBY, N.C. 28151
PRECAST CONCRETE WRETE HEADWALL WORKING DAYS OR 90 CALENDAR DAYS. 704-484-3778
USE 4000 PSI HIGH EARLY 54' DAM 06-11-01
STRENGTH CONCRETE 4" CONCRETE SPILLWAY
THICK NTS DRAWIM NO 01023
SHEET 2 OF 2

__1 / o -rap~P \ ~iuui~ r
8P Y ` tt r 'iII t
a„ 'i t of Germ ~ washed stone 2 ~ ~ G.~h? rrrr ew ion o s arm er 1' freebaad min i ~ - 04 s
470 , , , ~ T ; ri ' ~ I ! ~T I ~i i ~ I ~ I ~ _ i , , N~~~~r I 1 I , }_I ~~,-,--r- ~r { I ~--j~*I~ ~ I, i I I l ~ I !~i 1-1~~ i IT~j i 1 I~-~r-r ! .r-~-~ T-,-r-r-~~ i I l ® q a - _ r t e _
j {J-!-~~' I ~T i ~ ~ ~ ' ~ ~ i { ~ ~ r I ~-~-1 } 1 _ L l ~j ITT ~ I ! ~ ! ! I ! I I 468 ~ ~ ~ ~ L ~ ~ ~ ~ ~ 1 . ~ ! ~ ~ ~ f ~ I I ! i ~L I L , ~ - ~ ~ _ ~ , ' ` ~ ~ ' _ ~a -
i ! ~ I ' i I I ! i ~ I ! i, ! I ! ~ i~ ! I i I _i__i i i____'..I ! i ~ i ~ ! i ~ i i ~ ~ I i-. _!_{.I ~ } -I-~ ~~--1... i I + '+-~-L-L~ ~ a ~ !~i ~ IIi!>I~I ( I _II i~~II~I~t ,T 7 ~ I ~ II ! , 466 {~l I ~ I ! I I f ~ I I i ? , ; ~ I I , I ~ ~ ~ ; ~ ~ ! ! ; ~ ; ! ! f ! I ~ , i . I , I I ! ! ! ! ~ ~ ~ I ~ ~ ! !~--L-~ rl- t !~-~--r -_t + !-r {I~" ,~j ~l~ I I~-r--~7 ~i ! -fir I 'i~'"-r~ I iI 'I I ! rT~~rt 1 7rt~ ~ I I i ' ' ly-~.- ! --:r~1~- 'y I
I ~ , : - , ! ~ I :--~-~-r~-~ ~ ~-r-~-`-~ 464 , '~'1' ~-III IT I ! i I !I I I i~~{i I I m i I i d~ = 9" - ~ ° m ~ ~-raP ~ d~ j E~.
'~1.1-l.' i '1 ~ ill I I ~ I' I i i I i E-+: -}-~-~Y r,-I+r--r ~ ~ ~ ~ ~ ~ ~ r iii i i ! i ! I ! ! 1i I!~ 1 462 ~ ~ I I ! I I _ ~ ! i ~ i -1-, ~ ~ ~ I ~ ~ I ! i ! I - - ~-+-~-r~ -~-r ! ~ maximum kvd of 'msaaaG' r~nx xr ur anent c I key m batten kybr ' `Q jT 0 i ed d eCted ~ ~ ® of ri -ra r ~ ilia down THE SLOPE PIIOrgES li D P Y
~ ~ ! i~~ i i t i I_ ! ~ I i i i i~l i I t i I _ I l_ -~~-~-I~- I~-(~-~} I I I! V I I I _ I _ ! r-t r-r-!~-,~~ ~ r~-r-~-~-~~!-~+~-~-rfir F r+~-r ~ I I I I I f I, 1 i~`-r-r-~+-~ fi I fit- ~ -F-11 460 - i, r ~ ~ ~ I~ ~ t I ~ ~ r ~ r: ~ i I~ 1-~~ ~ 11,! I I! r-t t!: I i I - _ ~ ~ , ._._~_~l a ~ , . , , , _ i ~ a j caoo~s not wxl cnta~ sem, ~ n~ when this ~ ~ rr, I~ ~ atrcw- an aEOL~ auHarF. j ~ lever is reached t ~ ~ i i i t i ~ ~ ~ n'~/ j I i SRGTION THROUGH BASIN AND FII,TER v
I I ! ~ t ' I I ! I i.' I+ , 1 i G_I ~ i i i~ i ~_(_F_ ~ ! I III I I;- i i-~-, i ~ , C j i ~ 'T~' ! I ~ I I~ I- I I I I t I I ~ 458 ~ i ~~~1 I I ! ~ I I I I I I ! _ i ! I~ 1 I I!! ~ I~ i i i i I I F-~ -.-rT'-r-' ~-;~~+-r -F ~ I~ ~ ~ ~ i i i ~ ~ I I i t t I I I~ I I I i ~ r ~ ~ I I I ~ I i i ~ ~ i I carry r~-rapp up
{ -t-` ~ ~ ~ ~ ~ I r l I ! I i t ~ ~ I 456 I~ ~ ~ ~ , t, o. ! ~ 1~~ I ~ ! ! -nl i } { ! ! , ~ I~ I I ~ I ! ! -I ! ! ~ ! ! ! ! is ~ ~ ~ I ~ TRACIQNG i I sides of spllway i d50 = 9'
454~~ ~ - ~ ~ I`I I II I ! 1{i! -I ~I II If i I IIIII'I'III~~iII 1 I l i ~ I I I I ~ i I ~ h17 IIII i I' I I I C I I I I I I I I I' I _ _ ~ i~ ~ ~ rip-rap I
i , '_(_-1_I I i _a t ~ ' ~ ~ I I ~-r I I ~ ~ ! -I_! ~ ~ ~ ~ I ! l..l- ! i I !i ~-~--L-~-~-~! 452 C -T~j j ! t i i i i : i! i I i 1"~ i i i A 'B I. 1 1 1 1 1 1 II ~J~I ~ I ~ I ~ i ! I 1' ! I - I i I~ _i I i I {_I ~ I I f ~ I 1' freeboard mi
' ~-~-ri~-j_-...~ ~ , , . t-~~~ -t±-~~ I -r ! 1 I~ - - ii t i . j ' T ~ ! ~ t-~~I ~ ~ .-~t-t--. ~ ~ ~ ! ~ 1+-;~~~{--1--~ { ~ } -r r+-~~ t ~ + ! ~ ~ ! I ~ ~ ~ ~ ~ ~ ~ 1-1~~ ~ ~ _ 450 r-F-± } a--~ ~Ft-~ ~ I , t ~ ~t 1 ~V I ~I l 3' MIN. 1_`_ I i15 washed stone-~
I I, ~i i i i - ~ ~ I` i 1 I ~ I i i i t + I I n I I ! III I I I ! I ~ I I i I I I I ~ I I I I I 448 ~ ~--r,-) _ ~ I ' i i ! I -~I~iT i i t-~F~~ ' ~ ' , I ~ { I I~~ ~L ~ ! . ~ t I ! ~ ; 1 ~ :1 L E - ~
~ tr~~r~ J~ I r _ I 1 ~ ! ~ I I ~ i! f ~ 1 ~r- I I i .i. 1~ 446 I I ~ 1 I ~ ~ 1 --r- r fi I 30 ~ 6. , dam width - ~ ~ SECTION THROUGH BERM AND FILTER
rT i a ~ r~l~l i ~ ~ I 444: I~r !i!~I-~~~IiI~' ii !li{Ei;I~Ii 4 fit II!!.n rr III'_II i I I i, i ,+~~I ~ j ~ _ ~ L_{_f} t ~ii IIl_.;_!_!1 I _i I, ~ I-r I T i_ ~ 1 _ ~-r ~ l l l; I - + I I
! , III „`~rt!I , Ijlll'i j IIII II ~I ~ I i- -I I - ~ 442 ~ t I +~-I~ I t ~ 1 ~ ~ ~ I , { ~ I ! I ~ r ~-r ~ L ~ -r-{ - , - T' ' ! i I ! I r ~ , ~ , ~ 1-1 I (t~ t 1 rt I r t ~ t ~ ~ r ~ -~r-~;-,-r ~-~-~-1--~ ~ I ~
II I , i t 'r 440 I-~~-~- ~-~-r~ . , ~ ~ ~ ~ ' i ! I T i ' ; i~ -t! - 11 I i t ! I ! I I ~ I ! _ i ! ! _ ! ! ! ! _ ! t . _ I ! t I ~ e 1
~ I rt III fi - I I ! III 8 ! 43 I i I i { ~ { ! GROaJES MRL areH I j d~~ ~ 1 j s®, . wwcH. I~ ~nl RAMFlLL NO DECREASE ~ / A! 2
s ~ !u . ~ f 436 s - - - ~ i-~ ~ ~ : ~ ~ RUNDFF. I~ 1 ~nh~ lo, ~ , ~
!ill I!~t r~Ct" 434 r1 ~C ~ I 1 C : I Y- I f 1 f C1-1~j 1 1 ~ ~X I i- ; ~ I ~ / I ~ ~ ~ ~ 11
I ' ' - ~ r-r ~ ~ ~ ~ 32 7-I ~ I I I _ 4 ~ ' Y~r -I ~ ~ ' ~ ;-r r-~ ' ! ' I-r'r ~ ~ ~ ~ C 1~ ~ ~ ~ I r*~l ~r T CONTOUR FURROIIS d5a = 9' TEMPORARY i
~ ~ , ;--ter ~ f k--~-rTrt-, a-F + ~ +-~~-1-,~-rT j ' ~ ~ ?~'T ! ~ f ~-1 + I I r~-± ~ -f-N-~-7-F+- ; , r ~ I ~ ~ ' ~ r { t~ ~ ~ I 430 - i--~-!-4-+~-~-~-! I ~-,~r~ ! ~ ! ~ ~'t'-_! -t~ ! ! r ~ ~ i -1 ~ ! ! ! ! i i f -fah II SURFACE SEDIMENT ROUGHENING ~ ~ ~
i ~ ~ I~ ~ ! I - t 1 c*-' I r-f rr t--~rt . i~ Irt" ~ I~ ~ i t I I I ! ! ~ I ~ I I i I l i I! 428 _ !h---~- ~ r rte' I T } - PERSPECTIVE VIEIf TRAP
! ' ~
426 IF-+~ ~ r-- y-~,----`rt + ~ ! I ~ v i , t ~ _!-_~_i. i~~.J r ~ ~ ~,I , , CONSTRUCTION SPECIFICATIONS CONSTRUCTION SPECIFICATIONS
424 ~-rr ~ ~I {~1-1-,' I ~ ~ ~ ~ fi ~ ~ , I ~ ~ I , , i~_ ~ _ i-t- ~ , ~ t Wit, r j.i.}.~ r I, ' -i fi-~- - - t rte-(-I ?-1-1- ~ ~ ~ t ± ~ -{-I"~t ~ ~ I ~ ~~~t~.~ ~ i ( I ~-I~~-j-?-±-1--r~~t-; ~ ~T I i i _ i I_ ! i ! ~ + i-+ ~ ~ ~ ~-r-t + t ~ 'F i FILL SLOPES 1. Clear, grub, and strip area of all vegetation and root ~ material. Remove all objectionable material.
422 Crhf ~'LEf " ~ t ~ ~-~-r I~- ~ ~ i- ~ ~ ~ - - ~ I ~ r r ~ ! ! 1 1 T_ ~ ~ 1~ I Li I_~ I I I I_ LI i LI_~ Ll I I LPL ~ I+_I DAT ,r }-~-I rte` I I i i! _L 1~ L I I LL I' 1 i I i I J~ -r r.1 1 1111 I{-~ i, } _1~ ~ I I I 1_ ~ ~ I I L 1~ I I l L1~_. 1 1 1~ -r . IJ 1 ~ , L~ i I LJ_l ~ L ~t ~ I-I 1. Place 611 slopes in lifts not to exceed 6 inches and 2. Ensure fill materia! is free of objectionable material. make sure each lift is properly compacted. Place fill in 6" lifts and machine compact. g ~
X20. Gtr ~ I I i I 2. Ensure that the face of the slope consists of loose, 3. Protect connection between riprap and soil by using
I o _ olo rn'I ~ ~I~ I uncompacted fill 4 to 6 inches deep. filter fabric. Extend fabric across spillway foundation and r, 3. Groove using any appropriate implement that can sides to top of dam. ~ r~
I ~I, ~ N NI III ~I t\~ ~I 'i i dl r0 Mi be safely operated on the slope. Do not make grooves 4. Clear pond area below dam for sediment cleanout.
~ ll less than 3 inches deep or more than 15 inches sport. 5. All cut and 611 slopes should be 2:1 or flatter. 4. Do not blade or scrape the final slope face. 6. Ensure stone section has min. bottom width of 3' with
I i i I _ - - _ I I - ~i
_ _ - 0+00 1+00 2+00 3+00 CUT SLOPES AND UNGRADED AREAS THAT HAVE BEEN max side slopes of 2: 1. 7. Ensure weer is level and constructed to grade. CLEARED AND GRUBBED 8. Material used in stone section should be well-graded - 1
1. Roughen cut areas to shallow grooves by normal mixture of stone with d50 size of 9" and max size of 14°. F"~1
tillin , diskin , harrowin , or use of a culti acker- 9. Ensure spillway extends post toe of embankment until a g g g p stable conditions are reached. Keep edges of stone outlet
seeder. Make the final pass of any such tillage implement on the contour. flush with surrounding ground and shape center to confine H
~ll~!'fLr ~7M!"!Ld'i 2. Make grooves formed by such implements close outlet stream.
together 10 inches) and not less than 1 inch deep. 1D. Direct emergency bypass to natural, stable areas. 3. Excessive roughness is undesirable. 11. Stabilize embankment and all disturbed areas immed-
Immediately seed and mulch roughened areas to obtain iotely after construction, including embankment, emergency
optimum seed germination and growth. Periodically check spillway, above the sediment pool and downstream. the seeded slopes for rills and washes. Fill these 12. Mark cleanout level in field.
areas slightly above the original grade, reseed and
mulch as soon as possible.
3.3'
2"~ TRASH
SCREEN 3" ANGLE IRON 3 3' 3:1 SLOPE OR FLATTER
MAINTENANCE PLAN
3' MIN
COMPACTED 901E 1. All erosion and sediment control practices will
SUPPORT BRACKETS FOR FILL 36" be checked for stability and operation following MIN ~ every runoff-producing rainfall but in no case less
VALVE CRANK 3.3' _ ~ than once every week. Any needed repairs will be
30" RISER ANTI- I~III~i acir~i'~~~ i~r r=il~iil a iii made Immedlateiy tG maintain 01! praCtICBS aS i ~i i- o iii ~n i ~ i~ i~io ~ L~ I_, design
VORTEX 13' 2. Sediment will be removed behind the sediment 9' MIN -~I fence when it becomes about 0.5~ deep at the
BAFFLES 3' TYP. fence. The sediment fence will be repaired as
necessary to maintain a barrier. TEMPORARY BERM DETAIL 3. Ensure temporary sediment trap is cleared once
8' TOP VIEW sediment reaches cleanout mark.
4. All seeded areas will be fertilized, reseeded as
necessary according to specifications in the veg- etative plan to maintain a vigorous, dense,
vegeMtive cover.
NOTE:
ANGLE IRON STRUCTURE TO BE
e ° e CAST APPROXIMATELY 1' MIN INTO 1 MIN a , TEMPORARY SEEDING
° THE RISER ANCHOR BLOCK. e ~ e FRONT VIEW TOP VIEW WITH RISER AND S1161MER (May 15 -Aug 15)
!ANTI-VORTEX BAFFLES NCR T O K CO E E BL C GNrman millet 40 lb/ac
FRONT VIEW FAiI {Aug 15 -Dec 15) 'CS"~
Rye (grain) 120 lblac
NTER EARLY SPRING Feb 1 - Ma 15 _a W( I ( Y )
Rya jgrain) 120 lblae Korean lespedeza 50 lblac
NTS NTS L~n,e 2000 lblac
10 10-10 750 lb/ac straw 2000 lblac
PERMANENT SEEDING
3' GRASS-LINED CHANNELS
FILTER DIAPHRAGM-Use a fine W1 Tall fescue 175-200 lb/ac ~ Kentucky bluegrass 20 lb/ac
sand and gravel aggregate Rye 40 lblac
2x for fiter materials. 6° Linie 4000 lblac 10 10-10 fertilizer 1200 lb(ac
Pipe ~ E aL1=111 ~ ~ - sh~aw 4000 lblac
~II 71~ ALL OTHER SURFACES
1' 1- Tall fescue 130 lb/ac
Keba lespedeza 10 lb/ac Ry,~ 40 lbfac
Lime 4000 lblae
H2 2x H1 H1 10 10-10 fertilizer 1000 lb/ac st rztw 2000 lbl ac
Pipe ~
12" 12'~ 12'~
6„
W2
NTS
FRONT ~1pE
NOTES: 1. ALL CONCRETE SHALL BE 4000 PSI MIN 4000 PSI MINIMUM. GENERAL NOTES:
2. REINFORCEMENT STEEL SHALL MEET AS' ALL MEET ASTM-A615 GRADE 60 Y~TH 2" 1. ONLY DISTURB CLEAR OR GRADE AREAS NECESSARY FOR CONSTRUCTION.
MINIMUM CLEARANCE. FLAG OR OTHERWISE DELINEATE ARI AS NOT TO BE DISTURBED. EXCLUDE
VEHICLES AND CONSTRUCTION EQUIPMENT FROM THESE AREAS TO PRESERVE NATURAL VEGETATION.
2. CLEAR AND GRUB AREAS TO 8E FIILED TO REMOVE TREES, VEGETATION,
INSIfIF PIPF ~1ur.K RnnT~ nR nTHFa na.iFCTInNABLE MATERIAL THAT WOULD AFFECT
DIAMETER REINF. LBS. W1 W Wl W2 Hl H2 D E THE PLANTED STABILITY Of THE FII L
60' 3. PLACE FILL IN LAYERS NOT TO EX('EED 6" IN THICKNESS AND COMPACT THE LLU
12", 15", 18" NO. 4 2060 44" 64 44" 64" 23" 42 1/2"18 1/2" 27" LAYERS AS REQUIRED TO TO REDU(:E EROSION, SLIPPAGE, SETTLEMENT, OR OTHER RELATED PROBLEMS.
21% 24" NO. 4 3100 50" M 50" 85" 31" 56" 24" 33" 4. KEEP DIVERSIONS AND CHANNELS AND OTHER WATER CONVEYANCE MEASURES
USE #6 REBAft 27", 30", 36" NO. 4 5940 64" 101 „ " " " " " FREE OF SEDIMENT AT ALL TIMES, Odom 64 108 41 72 36 49 5. ROUGHEN THE SURFACE OF ALL SLOPES DURING THE CONSTRUCTION OPERATION ~
6"O. C. WITH 2" ~ 1.5 ti• " 52" 79" 40 " TO RETAIN WATER INCREASE INFILTRATION, AND FACILITATE VEGETATION WissOCIates
CLEARANCE 42", 48 NO. 4 8040 79" 151 79" 150 64" ESTABLISHMENT. Engineering, Inc.
54" 60" 72" NO. 4, NO. 5 16000 105" 16- " " " " " 6. PERMANENTLY BILIZE ALL GRADED AREAS IMMEDIATELY AFTER FINAL 105 161 60 90 48 90 STABILIZE P.O. BOX 1787 GRADING IS COMPLETED ON EACH AREA. APPLY TEMPORARY MEASURES ON ALL SHELBY N.C. 28151
54' PRECAST CONCRETE GRADED AREAS WHEN WORK IS TO BE INTERRUPTED OR DELAYED FOR 15
,ONCRETE HEADWALL WORKING DAYS OR 90 CALENDAR DAYS. 704-484-3778
USE 4000 PSI HIGH EARLY DAM 06-11-01
STRENGTH CONCRETE 4" SPILLWAY CONCRETE THICK
NTS DMW>M NO. 01023
SHEET 2 OF 2

8'
FRONT VIEW
TRASH
SCREEN
VERTICAL SCALE- r - 14Y
30" RISER
ANTI-
'TEX
FLES
TOP VIEW WITH RISER AND
ANTI -VORTEX BAFFLES
TRASH RACK DETAIL
NTS
3'
FII TFR n1APHRAr,M-Ilca n fines
3" ANGL
SUPPORT BRACKETS FOR
VALVE CRANK
CONC.,_ ­
HOMMWAL
3.3'�
FRONT VIEW
USE #6 REBAR
6"O.C. WITH 2"
CLEARANCE
USE 4000 PSI HIGH EARLY
STRENGTH CONCRETE 4"
THICK
fI
SAND FILTER
NTS
60'
T
1.5'
54'
CONCRETE SPILLWAY
NTS
�3.3'�
3.3'
TOP VIEW
NOTE:
ANGLE IRON STRUCTURE TO BE
CAST APPROXIMATELY 1' MIN INTO
THE RISER ANCHOR BLOCK.
SUPPORT DETAIL
NTS
H2
H1
i
12"
W2
12"
NOTES:
1. ALL CONCRETE SHALL BE 4000 PSI MINIMUM.
2. REINFORCEMENT STEEL SHALL MEET ASTM -A615 GRADE 60 WITH 2"
MINIMUM CLEARANCE.
INSIDE PIPE
DIAMETER
REINF.
LBS.
W1
W2
H1
H2
D
470 I
: I I
I I
468
I I
I I I I
�i I , i I
I f I
-l- - l
,
L-
I i i
I
I
--i-
�--1- 44
64"
�_-�
II j l l
i
- },�-i-�-�-
I I I
27"
21 ", 24"
NO. 4
3100
50"
85"
466 �-� T�
tI����
����i�
+-� I-41
-_
�'
-"
1
--?
-v
5940
1
108"
464 I , _
I I
462-
:
36"
49"
42", 48"
N0, 4
8040
i
150"
52"
79"
40"
64"
54", 60", 72" INO.
t.- a..
16000
460:
,
r,I!;_1
I
i, -�+- - 1
� ! . j 1 a-
-
1+
I1r458
_
'
I
Ell,
,
I
I(
90"
456�y t T r ' ��7
i a:-,
-, 1
-�
t
454irn
452 Wit- �, .r
�I R He
I
tI_
:
I
I
��--� +
f
n e
:
I
_
�
450 r
L.1
+-
:
1 1
��I�I
448
I hi t I
11
MAI
I
-` -
to �. .
446 , , + + t1 tom`+��
i
a
!
+
I
r
+\-I ,
444 -y
r�
r
{
��,
I
'
,
t�T\r7 .
I irtr
r r
t
442 -,- f t t- .
r 1
_�+ �r { I
I
r LE s s
-
_
--
-
,
-
- -
-i t
:. .
s s
I
440 , _, t ,
-
438 -r;�-� : I 1
T 7 T -T-T I T�r�
- I I I I I I � i �
i -i
-
„
+ '
( I l l I„
I
I I f_ i
!
-
14
436 1 T
3' 2
-. -
fIL TEF
II
I ,
I ! L
II
'F.
434 - �t \r -r
I
LSI
-- - fl
432
!
I
430 _I - 1 _ .-
r..lr .
i S I I
, -
, I . . . . . � ��
rt r\fi+fir r rfi 1��
r r�rt t -t
t i
1 t
t
428
1 r rr�T +fig +
426
424
i
i
4 ; ._ t i � , {
_;" '
t 1
t
t"
�T TT
-
1 I
422
I-
- ! !
-4-
1
lr
1_
_ ,
_
-
- - --f
,I
DATLM A'I�6 L;
I
420.00
I
0�
n'
of o
M Mi
MI
d -I
MI
M')
M
��
d]
0+00
1+00
2+00
3+00
8'
FRONT VIEW
TRASH
SCREEN
VERTICAL SCALE- r - 14Y
30" RISER
ANTI-
'TEX
FLES
TOP VIEW WITH RISER AND
ANTI -VORTEX BAFFLES
TRASH RACK DETAIL
NTS
3'
FII TFR n1APHRAr,M-Ilca n fines
3" ANGL
SUPPORT BRACKETS FOR
VALVE CRANK
CONC.,_ ­
HOMMWAL
3.3'�
FRONT VIEW
USE #6 REBAR
6"O.C. WITH 2"
CLEARANCE
USE 4000 PSI HIGH EARLY
STRENGTH CONCRETE 4"
THICK
fI
SAND FILTER
NTS
60'
T
1.5'
54'
CONCRETE SPILLWAY
NTS
�3.3'�
3.3'
TOP VIEW
NOTE:
ANGLE IRON STRUCTURE TO BE
CAST APPROXIMATELY 1' MIN INTO
THE RISER ANCHOR BLOCK.
SUPPORT DETAIL
NTS
H2
H1
i
12"
W2
12"
NOTES:
1. ALL CONCRETE SHALL BE 4000 PSI MINIMUM.
2. REINFORCEMENT STEEL SHALL MEET ASTM -A615 GRADE 60 WITH 2"
MINIMUM CLEARANCE.
INSIDE PIPE
DIAMETER
REINF.
LBS.
W1
W2
H1
H2
D
E
12% 15% 18"
NO. 4
2060
44"
64"
23"
42 1 /2"
18 1 /2"
27"
21 ", 24"
NO. 4
3100
50"
85"
31"
56"
24"
33"
27% 30", 36"
NO. 4
5940
64"
108"
41"
72"
36"
49"
42", 48"
N0, 4
8040
79"
150"
52"
79"
40"
64"
54", 60", 72" INO.
4, NO. 51
16000
105"
161"
60"
90"
48"
90"
PRECAST CONCRETE HEADWALL
'TRAcraNc' W,rH +A•cr«NEi,r � _ � AND DOWN THE SLOPE PROVIDES --
GROOVES 7WQ WILL CATCH SEED.
RAWWL AM REDUCE RUNOFF
TRACKING
CONSTRUCTION SPECIFICATIONS
FILL SLOPES
1. Place fill slopes in lifts not to exceed 6 inches and
make sure each lift is properly compacted.
2. Ensure that the face of the slope consists of loose,
uncompocted fill 4 to 6 inches deep.
3. Groove using any appropriate implement that can
be safely operated on the slope. Do not make grooves
less than 3 inches deep or more than 15 inches apart.
4. Do not blade or scrape the final slope face.
CUT SLOPES AND UNGRADED AREAS THAT HAVE BEEN
CLEARED AND GRUBBED
1. Roughen cut areas to shallow grooves by normal
tilling, disking, harrowing, or use of a cultipacker-
seeder. Make the final pass of any such tillage
implement on the contour.
2. Make grooves formed by such implements close
together (< 10 inches) and not less than 1 inch deep.
3. Excessive roughness is undesirable.
Immediately seed and mulch roughened areas to obtain
optimum seed germination and growth. Periodically check
the seeded slopes for rills and washes. Fill these
areas slightly above the original grade, reseed and
mulch as soon as possible.
3:1 SLOPE OR FLATTER
13' MIN I
36" COMPACTED SOIL
nu_
SLOPE MIN FLOW
, -� IL--IiI IIT Ili„I, �1L� h -=-III ahll�n-J I, IIII -ul��
IT nr�u�nrnl ,- ' I ir'li lll�nll�l rlrill�il
9' MIN (_II�_i=
Imo-- --�) _
TEMPORARY BERM DETAIL
carry rip -res up-
sides of -, Tway
of berm #5 washed stone
3
2
-T 1' freeboard min
=t,
-\
i
2'
1 d5o = s'
rip -rap
moxirnum level of key in bottom layer
�sed'xnent collected of rip -rap
clan basin when this
level is reached
SECTION THROUGH BASIN AND FILTER
carry rip -rap up
sides of spillway
rip -rap
1 freeboard mi
3' MIN.
#5 washed stone
i 2:1 SLOPE
dam width
SECTION THROUGH BERM AND FILTER
s'
d` p9~J 1 TEMPORARY
SEDIMENT
PERSPECTIVIM ` TRAP
VE i
CONSTRUCTION SPECIFICATIONS
1. Clear, grub, and strip area of all vegetation and root
material. Remove all objectionable material.
2. Ensure fill material is free of objectionable material.
Place fill in 6" lifts and machine compact.
3. Protect connection between riprap and soil by using
filter fabric. Extend fabric across spillway foundation and
sides to top of dam.
4. Clear pond area below dam for sediment cleanout.
5. All cut and fill slopes should be 2:1 or flatter.
6. Ensure stone section has min. bottom width of 3' with
max side slopes of 2:1.
7. Ensure weir is level and constructed to grade.
8. Material used in stone section should be well -graded
mixture of stone with d50 size of 9" and max size of 14".
9. Ensure spillway extends past toe of embankment until
stable conditions are reached. Keep edges of stone outlet
flush with surrounding ground and shape center to confine
outlet stream.
10. Direct emergency bypass to natural, stable areas.
11. Stabilize embankment and all disturbed areas immed-
iately after construction, including embankment, emergency
spillway, above the sediment pool and downstream.
12. Mark cleanout level in field.
MAINTENANCE PLAN
1. All erosion and sediment control practices will
be checked for stability and operation following
every runoff -producing rainfall but in no case less
than once every week. Any needed repairs will be
made immediately to maintain all practices as
designed.
2. Sediment will be removed behind the sediment
fence whan it becomes about 0.5' deep at the
fence. the sediment fence will be repaired as
necessary to maintain a barrier.
3. Ensure temporary sediment trap is cleared once
sediment reaches cleanout mark.
4. All seeded areas will be fertilized, reseeded as
necessary according to specifications in the veg-
etative plan to maintain a vigorous, dense,
vegetative cover.
TEMPORARY SEEDING
SUMMIH (May 15 -Aug 15)
German millet 40 lb/ac
FALL (Aug 15 - Dec 15)
Rye (grain) 120 lb/ac
WINTIR/EARLY SPRING (Feb 1 - May 15)
Rye (grain) 120 lb/ac
Korean lespedeza 50 lb/ac
Lime 2000 lblac
10-10 10 750 lb/ac
straw 2000 lb/ac
PERMANENT SEEDING
GRASS -LINED CHANNELS
Tall rescue 175-200 lb/ac
Kentucky bluegrass 20 lb/ac
Rye 40 lb/ac
Lime 4000 lb/ac
10-10 10 fertilizer 1200 lb/ac
straw 4000 lb/ac
ALL OTHER SURFACES
Tall rescue 130 lb/ac
Kobe lespedeza 10 lb/ac
Rye 40 lb/ac
Lime 4000 lb/ac
10-10 10 fertilizer 1000 lb/ac
straw 2000 lb/ac
GENERAL NOTES:
1. ONLY DISTURB CLEAR OR GRADE AREAS NECESSARY FOR CONSTRUCTION.
FLAG OR OTHERWISE DELINEATE AREAS NOT TO BE DISTURBED. EXCLUDE
VEHICLES AND CONSTRUCTION EQUIPMENT FROM THESE AREAS TO PRESERVE
NATURAL VEGETATION.
2. CLEAR AND GRUB AREAS TO BE FILLED TO REMOVE TREES, VEGETATION,
MUCK, ROOTS, OR OTHER OBJECTIONABLE MATERIAL THAT WOULD AFFECT
THE PLANTED STABILITY OF THE FILL.
3. PLACE FILL IN LAYERS NOT TO EXCEED 6" IN THICKNESS AND COMPACT THE
LAYERS AS REQUIRED TO TO REDUCE EROSION, SLIPPAGE, SETTLEMENT, OR
OTHER RELATED PROBLEMS.
4, KEEP DIVERSIONS AND CHANNELS AND OTHER WATER CONVEYANCE MEASURES
FREE OF SEDIMENT AT ALL TIMES.
5. ROUGHEN THE SURFACE OF ALL SLOPES DURING THE CONSTRUCTION OPERATION
TO RETAIN WATER, INCREASE INFILTRATION, AND FACILITATE VEGETATION
ESTABLISHMENT.
6. PERMANENTLY STABILIZE ALL GRADED AREAS IMMEDIATELY AFTER FINAL
GRADING IS COMPLETED ON EACH ARE A. APPLY TEMPORARY MEASURES ON ALL
GRADED AREAS WHEN WORK IS TO BE INTERRUPTED OR DELAYED FOR 15
WORKING DAYS OR 90 CALENDAR DAYS.
Dl&wNc NO 01023
F--1
�o�
res
�
E
W
W
nIM-4
Dl&wNc NO 01023

carry rip-rap up ~ r ~ ~ i ~ ~ ~ ~
i ~ ! sides of sp0lway '~'h ~ top of berm ~ washed stone z ~ ~'A~
I a, I I eva ion o s ormwa er r 1' freeboard min ° - - p~' ES _ 0~ '
r _ r' ~ T ~d a _ ° - 9 I - ~ I ~ 2' Q t'
468 , - ~ ~ ~ ~ i l- I I -4 h- i m e ~w 3' X ~ ~ 1' - - ~ o ~ I ~ - -
~I 1~~ 1-ice, <<~.T- _~_~i~~r.ii. _i~ r I-- I i iii i~r i I~~-F~! } i i_~ iI i i_I ( 466. ~~~~~iT~ ~ - r~rii f~~ ~ ~ i~ ~ ~ i ~ + ~ lil'1 ~ ~ ~ 1 ' ~ i ~ 1' ~ - II _ - i 4 ' ~ ~ i ~ 1 d50 = 9`
464 f ~ I ~ ~ i i i ~ i ~ I ~ f I ~ i II 1 e° I ~ _r 0 ® W aP m i s ;d rNE.
I 1- -I-h r, i i 46211111 i i i ~ 1 ii i i i t i 1. ~ ~ i m - maximum level of ke in bottom la ~ ii ~ ~ ~ knent coAected ofyrip-rap ~ j t~
- 'ti~,~"-~ -r 460 i ~ ~ i t ~ I I i I 1~ Ih 1 'li i ~i 1 ~ II III II a ~ saoa~s mr MML cnM*+ s®. .m = level ~Q e~a~cl~eden this ~~~I L ~ awerx~ Mo amua auxrts. ° ~ ~ r i ~ i i i i i~ ~ SBCTION THROUGH BASIN AND FILTBR v
~I i 458 ~ i i i i i _r_ i 1 - - i ~ i ~1~ iii ~ lli i ~i ~V sorry rp-r up
456 r fi t t~-~~ ~ ~ ~ t ` ~ ~ j' ~ u F_ ' It; ~ ~ i i, ; TRACBING i sides of spillway d50 = 9" r _ rip-rap _L
454 ~ - _ - i ii i i,~, i ~~~i ~ I i ~I~ liitit ~ii i it iiii viii 1 f ~iiili i ~ ~i ~~il ~ ili i i - j ~I
~ i i 452 ~ -r-~ ~ i ~ i ~ i~ ~ i i i _ i i i i ~ i i i_ _ i , ~ i~ ~ i ~ ~ ~ i~_ I i 1' freeboard m' ii i ~tEIEBII'1[L"~~:?'i`R'Q~s'',Tw
~;f 450 I-r ~ ~ ~ ~ ~ ~ ~ ~r---~~~~r-,- ~ , ~ ~ ~ ~ r~ . , _ . ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ f ~ i~ ~ ~ ~ 1 L,_ i~ i,. i i -L_ i.-- ~ I ~ t ~ t i i 7... ~ ~ ~~r ~ - II iI i ~I i Ii'II l I~ ~ii 111~~ I I I i~IC ~ ~ 3' MIN. ~ I ;f!5 washed stone
I ~ ~ ~~il lillllllll ICI I~Ill~i ICI II I Ilil II f I~fi ~ i I I I I 448 ~ i ~ t ~ ~ ~ ~ , ~ ~ ~ - I I~ l - 1 r I 1 __A_
446 1, 1'-`~tI I'~I ~ ~ - rt ~ ~ 6. ~ J ~ , dam wdth - . ~ SECTION TOUGH BERN AND FILTER
i 444 ~ ~ ~ ~ 1 ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ I
I i i 442 r'-; ~ , ~ _--~-~~-r 1 - t , t r ~ ` ~ ~ , ~ S ~ 6' ' 1 i
a-u 1 ~ i~-r ~ TI ~T 440 ; ~ 1 ,-r, ii_ i ! I 1 v f I ewoorFS Mai. cen~n . ~ eyj~ f l
438. ~ ~ ~ ,ti ~ ~ ~ ~ ~ ~~t~ s®, ronuz~, mat ~r ~ en I awhF~u w+o of h~ ~ i , t pi t,:
~ r , r ~ ~ ~ i t I -1 436 f- t r T~-t-~- ~ (tom- rr~f7, 1 I ~ ~ +~~fh ro, ~ ~ M •
i `i i~ fi~~ i~~ ~i .u, ~~~+,i ~ ~ _ > r rtt-r1 r~r-r~-t-r-rrt r ~ r , ~iY i ~ i i ~ 11 f rl r 434 ~ - - _ ~y~ ~ CONTOUR FURROIIS ~ ~
i_-F-r-,-_.-,-~ ~ i i__ _.f 432 H~ -+-m- ~ ~ ~ ~ ' ~ H d50 = 9" TEMPORARY
r-r -;-,-r-rT~,-~----~-f-- ~ ~ ~ ~ ~ ~ ~ . ~ ~ ~ _ I ~ , ~ ~ 1~ ~ 430 ~ ~ ~ i~ii~ i i~t iiii i~~~ i i i i iiii~l i iil ~ i~ ,y, , SURFACE ~ ~ -ra iP P SEDIMENT ROUGHENING - ~ pBBSPB(R'IYE v>~I I TRAP
„ ~ „ ~ , I' ~ ~ fiI . i ~ I t-f- 428 ' ' ' ~n~ - J
426 CONSTRUCTION SPECIFICATIONS CONSTRUCTION SPECIFICATIONS ~
f t ~ ~ '-i ' + 424 h-!~-!-r-L , ~ ~ ~ ~
I 1 ~ 422 'r; '1-~-T; ~ +-F , ~ ~ ~ _ ~ ~ ~ FILL SLOPES 1. Clear, grub, and strip area of all vegetation and root material. Remove all objectionable material. ~
DdThiY1ELEU i~'-t-f--i ~ 1 i ~i ~ i ~ i ii iii~~i~l I i I ii~ll ~i i i I I ~ I I i I I ~ I I I i ~ ~ i i 1. Place fill slopes in lifts not to exceed 6 inches and 2. Ensure fili materioi is free of abjectionoble material. make sure each lift is properly composted, Place fill in 6" lifts and machine compact. ~
I I 420.OD I I A I ~ i I 2. Ensure that the face of the slope consists of loose, 3. Protect connection between riprap and soil by using
0~ ~ M O O O ~ i uncompacted fill 4 to 6 inches deep. filter fabric. Extend fabric across spillway foundation and t? 3. Groove using any appropriate implement that can sides to top of dam.
•I M pp~ ~ N N~ ~ n, co, M~ ~ M~ be safely operated on the slope. Do not make grooves 4. Clear pond area below dam for sediment cleanout.
~ ~ 1 less than 3 inches deep or more than 15 inches sport. 5. All cut and fill slopes should be 2:1 or flatter. 4. Do not blade or scrape the final slope face. 6. Ensure stone section has min. bottom width of 3' with
l ~
0+00 1t00 2+00 3+00 CUT SLOPES AND UNGRADED AREAS THAT HAVE BEEN max side slopes of 2:1. 7. Ensure weir is level and constructed to grade. CLEARED AND GRUBBED 8. Material used in stone section should be well-graded
1. Roughen cut areas to shallow grooves by normal mixkure of stone with d50 size of 9" and max size of 14".
tillin diskin harrowin or use of a culti acker- 9. Ensure spillway extends past toe of embankment until g' g' g' p stable conditions are reached. Keep edges of stone outlet
seeder. Make the final pass of any such tillage implement on the contour, flush with surrounding ground and shape center to confine M..~
v~~c,~, sc~- i~ _ ~ xo~zo~rr~, sc~ r = ~ 2. Make graaves formed t>y such implements class outlet stream.
together 10 inches) and not less than 1 inch deep. 10. Direct emergency bypass to natural, stable areas. 3. Excessive roughness is undesirable. 11. Stabilize embankment and all disturbed areas immed-
Immediately seed and mulch roughened areas to obtain lately after construction, including embankment, emergency
optimum seed germination and growth. Periodically check spillway, above the sediment pool and downstream. the seeded slopes. for rills and washes. Fill these 12. Mark cleanout level in field.
areas slightly above the original grade, reseed and
mulch as soon as possible.
3.3'
2"~
TRASH
SCREEN 3" ANGLE IRON 3 3' ~1 SLOPE OR FLAT1Qt
MAINTENANCE PLAN
3' IAIN
COI~ACTED 901L 1. All erosion and sediment control practices will
SUPPORT BRACKETS FOR Fl 3B' be checked for stability and operation following LL MIN every runoff-producing rainfall but in no case less SLOPE FLOW
VALVE CRANK 3.3' r- than once every week, Any needed repairs will be . . ~ ~ ~~r,~ made immediately to maintain o8 practices as
30" RISER ANTI- ~i~ ~-I~~ ~~al ~I~u~~lal~~~~~~~ iuiui Ti ~ i - ~'~,'~Il.,,~di~ designed.
VORTEX 13' 'y" 2. Sediment will be removed behind the sediment 9' ~iIN-~ fence when it becomes about 0.5' deep at the
BAFFLES 3' TYP. fence. the sediment fence will be repaired as
8' necessary to maintain a barrier. TEMPORARY BERM DETAIL 3. Ensure trmporory sediment trap is cleared once
TOP VIEW sediment reaches cleanout mark.
4. All seeded areas will be fertilized, reseeded as necessary according to specifications in the veg-
etative plan to maintain a vigorous, dense,
vegetative cover.
NOTE: ANGLE IRON STRUCTURE TO BE
° ° ° CAST APPROXIMATELY 1' MIN INTO
1 M!N ° ° e ° ° THE RISER ANCHOR BLOCK. TEMPORARY SEEDING ~r
° e e FRONT VIEW TOP VIEW WITH RISER AND SUMMIH (May 15 -Aug 15)
ANTI-VORTEX BAFFLES CONCRETE BLOCK Germ.{n millet 40 lb/ac
FRONT VIEW FALL (Aug 15 -Dec 15)
Rye 1~71'ain) 120 lblac
ViINTIR(EARLY SPRING (Feb 1 -May 15)
Rye Igrain) 120 lblac Korean lespedeza 50 lbiac
NTS NTS Lime 2000 lbiac
10-1a 1D 750 lblac straw 2000 lblac
PERMANENT SEEDING
3' GRASS-LINED CHANNELS
FILTER DIAPHRAGM-Use a fine W1 Tall fescue 175-200 lb/ac p Kentucky bluegrass 20 lb)ac
sand and gravel aggregate Rye 40 1b/ac
2x for fiter materials. 6" Lime 4000 lbiac 10-10-10 fertilizer 1200 lb(ac
Pipe ~ E ~ih;i-+ ' straw 4000 lbrac _
- II - ALL OTHER SURFACES
1' fescue 130 lb ac Tall /
Kobe lespedeza 10 lblac Rye 40 lb(ac
Lime 4000 lblac
H2 2x H1 H1 10-10 10 fertilizer 1000 lb/ac straw 2000 lblac
Pipe ~
12" 2" ~2"
W2 6"
NTS
FRONT ~1QE
NOTES:
1. ALL CONCRETE SHALL BE 4000 PSI MINIM 100 PSI MINIMUM. GENERAL NOTES:
2. REINFORCEMENT STEEL SHALL MEET ASTM L MEET ASTM-A615 GRADE 60 WITH 2" 1. ONLY DISTURB CLEAR OR GRADE AREAS NECESSARY FOR CONSTRUC110N.
MINIMUM CLEARANCE. FLAG OR OTHERWISE DELINEATE AREAS NOT TO BE DISTURBED. EXCLUDE VEHICLES AND CONSTRUCTION EQUIPMENT FROM THESE AREAS TO PRESERVE
NATURAL VEGETATION.
IN~DE PIPE prior ~ 2. CLEAR AND GRUB AREAS TO BE FILLED TO REMOVE TREES, VEGETATION,
..M urn u, un n r MUCK, ROOTS, OR OTHER OBJECTIONABLE MATERIAL THAT WOULD AFFECT d
DIAMETER muimr. LDO- ni 114 ni nc ni n4 u r- THE PLANTED STABILITY OF THE FILL.
' 60 12", 150, 18" NO. 4 2060 44" 64" 3. PLACE FILL IN LAYERS NOT TO EXCEED 6" IN THICKNESS AND COMPACT THE 44" 64" 23" 42 1/2" 18 1/2" 27" LAYERS AS REQUIRED TO TO REDUCE EROSION, SLIPPAGE, SETTLEMENT, OR
" " " " " " OTHER RELATED PROBLEMS.
21", 24" NO. 4 3100 50" 85" 50 85 31 56 24 33 4. KEEP DIVERSIONS AND CHANNELS AND OTHER WATER CONVEYANCE MEASURES Odo " " " " " " FREE OF SEDIMENT AT ALL TIMES. m
USE #6 REBAR 2. 1 27" 30" 36" NO. 4 5940 " " 64 108 41 72 36 49 5. ROUGHEN THE SURFACE OF ALL SLOPES DURING THE CONSTRUCTION OPERATION LA Q~
6"O.C. WITH 2 7 1.5 64 108 ti• CLEARANCE 42", 48" NO. 4 8040 79" 150" TO RETAIN WATER INCREASE INFILTRATION, AND FACILITATE VEGETATION SSOCIateS 79" 150" 52" 79" 40" 64" ESTABLISHMENT. En ineerin , Inc.
54" 60" 72" NO. 4, NO. 51160001 105" 161" 105" 161 60 90 48" 90" 6. PERMANENTLY STABILIZE ALL GRADED AREAS IMMEDIATELY AFTER FINAL P.Q. BOX 1787 GRADING IS COMPLETED ON EACH AREA. APPLY TEMPORARY MEASURES ON ALL SHELBY N.C. 28151
54' GRADED AREAS WHEN WORK IS TO BE INTERRUPTED OR DELAYED FOR 15
PRECAST CONCRETE )NCRETE HEADWALL WORKING DAYS OR 90 CALENDAR DAYS. 704-484-3778
USE 4000 PSI HIGH EARLY DATA 06-11-01
STRENGTH CONCRETE 4" CONCRETE SPILLWAY
THICK NTS DRAWING NO. 01023
SHEET 2 OF 2

I, cony of -rNlwd ,~,r„itrrir~, sides sp y , ~ C , z' ~ ,
° ° I t of berm /5 washed stone ~ ° m - ~f s° 1' freeboord min ion o s armwa w , °
~A ~ ° _ - 2,
~ i i i 3
r-!-i-= ~ , ~ ! ~ , ~ , I 1 ~ 468 I-~~- ~ ~ ~ ~ , f i i ~ ~ ~ ~ ' ~ 1' ~
- I ~ ~ ~ ~ ~ i~*" f~ i ~ ~ , i ~~~i ~ ~ ~ , i i ~ ~I , - i . I I ~ i~ i i 466 ~ i i ~ i ~ ~ i i ~ i i t' - I ° I ~ dp raP~~ vA~~ - i d N.
~i~~ ~i ~ li i _II ii;'~ ~ i i FTC 464 ~ ~ - i ' ; ~ ~ ~ t _i ~ I i \ \ ° ~ maxinum level of `9 ~ ~ I _ ~ key in button hyer , I _ ® m _ i j ~m ~ \ ~ ~ i edim~t cdlected of rip rap ~
II ~ i I ~ I 'III-~----~--~-- - - - + + I i ii~;~ ~ ~ i Iili~ 11 I l i it ~ ~ I 462 ~ I~~, ~ ~ ~ ~ ~i I~ _ i~ ~ i ~ i i , ew oo~ nc siavc v~o~s > - _ ~ boain when this ' ~ :A\~A\. is reached `~~rruui r~` anoo+~s nNr Mu cox st». ; ~ ~ ~ J
~ r i i ~ i i i ~ i ~ ~ ~ ~ " ~ ~ -1-t-' ~ ~ ' 460 ~Yt~-r-art t t+ t -r ~ t" r~++-r ~ I~ t 1-t - r I ~ I l ~ ~ ~ ~ , ~ ~ ~I ~ ~i I I I I ~ h I i ~i i I i I wrwrru wo xmua auror>:. ~ ~ _ I SECTION THROUGH BASIN AND FILT1sR \'a \ ' curry rq-rapp up
I I ~ ~ ~ ~ ~I I~; ~ III ~ I~ ~ i' ~ - - ll~!!- f;,'. ~ ~;a lr;,a,tl-+~~" 4581 I i I I I I--I ~ ~ ~rt; , , in-I I ~ , , , : I _ ~ • ~ ~ } k_ i i i i ~ i ! ; . ~ ~ I~~', i ~ sides of spillwoy TRACEING
I i~ 'i i 46 5 d50 = 9" I_ ~ rip-rap
o fi i ~ ~ ~ ~ 1 ~ i I I T: ~ I 454 f-,_~~- , a-, _ i ~ i i I I i t I ~I I 1~ freeboard m' ~~~p.'~?,:v.R,"u`u-~,F3 i
I Ill~il iii i i i L I ~ ~ ~ - 452 ~ ~ --~--t i 3' MIN. /5 washed atone ~
i i ~ I i n II II I i~ i , i - i i 1~ i i i i i ~ . ~ i - 450 i~~T' I ~ ~ ~ ~ I~ T ~ ~ ; t ~I -~~1~LOPE ~ ~s- i I-----~
f I ~ i - ~ I. ! ~ i i i 4 i I . . ~ dam width ' so R e' SECTION THROUGH BERN AND F&TER i
i I ~ !
446 ~ ~ ~ ~r-r-;-rte ~ - ' „ _ , ~I ~ I ~
444 ' fi t s f- ~ ~ ` ~ ~ i I , ~ I t~ l~rfit-'- L'I 1 j--~- _ _ i ' r ; r,l -}-~-t-~-----7------~-r- ; } } , ~ s' II ~ ~ i a ~ eyj ~ 1 li j I ~ /
~r t fi 442 , ~ i r ~ - - t ~ - ~ ~ ~ fi~~ r I ~I~~+~I~+~•1}-}I tf~i ...~I 1~r~r~, ~s ~ ~ ~ ~ ~a-I i ~f ~ ~ ~l s ~ti* ~ / tp/_~ ~
440 ; Y-~~ i r ~ . ! N~ :ti-1 _ ~ ~ ~ ~ ~ ~ ~ ~ , i , i ~ ~ ~ ~ _ - , i i ~ i ~ i ; - _ pKM~ wa occams ~ ~ °o,
438 ~ ~ 1 ~ i 1 rt 1 ~ t- ' i ,a / Mi i °^n 1 ~ J
4 , , , 436 -~-i-~-I-~+ ' ~-r r ; ~ _ ---r r ~ - i ~ ~ i f , ~ , , corrroux >~o?s i y ~ ~ • d5o = s` I~ TEMPORAR
434 ~ ~rfi r ~r~ ~ - r't-t . _ t~r h - - _ ~ fi - +I i1 ,Y Tit _ _ - - ~ i i i rlp-rap ~ ! SEDIMENT ! SURFACE i TRAF
432 ~-1-1-~-~~-j--±-~ _ _ . 1-~--r-r~ I ~ ~ ROUGHENING o ~ ~ i I ~ - ~ _
430
428 ~ -r~ i - ~ i ~ ' ~r~ i ~ ~ i , ~ ~ ~ ~ I ~ ~ TRUCTION SPECIFICATIONS n CONSTRUCTION SPECIFICATIONS CONS
426 ~-~-~-;-T rte,-.-~ --~-~-i-+~-1-~--,~--~- - . _ - , ~ ~ ~ ~ i i~ ~iiii~. Dili i.~ i~, H i~~~l II~T~~ II i~~ ,iii iil~i~ iii ~ ~I~ ~ L Clear, grub, and strip area of all vegetation and root [ta material. Remove all objectionable material.
424 r1-t-H-t ~t~' i „ ~ ~ ~ „ ~ , -t-t , 1 ~ FILL SLOPES exceed 6 inches and 2. Ensure fill material is free of objectionable material. ~ 1, Place fill stapes in lifts not to
422 ~ ~ ~ ~ ~ ~ - -r ,~I +..~~T--~- ' 'fir,- - _ _-1 ~ i ~ i i i - I -1 - ; i _ I ~ eke sure each lift is properly compacted. Place fill in 6" lifts and machine compact. rrt m
DATLhf ELE4 I I ~fi_1 - i ~ i - - - :~1 i i' ! ~ ~ i ~ ~ III - ~ ~I_ t ~ ~ J~11J_ ' ~ - - , ~ I 420.00 I nsists of loose, 3. Proteck connection between riprap and soil by using i~ 2. Ensure that the face of the slope co 6 inches dee . filter fabric. Extend fabric across spillway foundation and uncompacted fill 4 to P sides to to of dam.
' i I ~ OO 3. Groove usin an appropriate implement that can p nowt. U g Y
01'~, ~ M N N O~II, ~O',, t0 MI r,Mj! M MCI e safe) o erated on the slope. Do not make grooves 4. Clear pond area below dam for sediment clea b yp than 3 inches de or more than 15 inches apart. 5. All cut and fill slopes should be 2:1 or flatter. h less eP
MI M M M d ~I C i i ~ ~ ~ blade or scra a the final slope face. 6. Ensure stone section has min. bottom width of 3 wl 4. Do not P max side slopes of 2; 1.
'i CUT SLOPES AND UNGRADED AREAS THAT HAVE BEEN 7. Ensure weir is level and constructed to grade.
i - - 2+00 3+00 8. Material used in stone section should be well-graded CLEARED AND GRUBBED mixture of stone with d50 size of 9" and max size of 14".
0+00 1+00 1. Rou hen cut areas to shallow grooves by normal nsure s illwa extends past tae of embankment until 9 9, E P Y
tilling, disking, harrowing, or use of a cultipacker- stable conditions are reached. Keep edges of stone outlet seeder. Make the final pass of any such tillage flush with surrounding ground and shape center to confine
implement on the contour. outlet stream.
t ~~/~~AL+ aw!!Ld'i~ 1 ~ ~1/ ~1V W1~ i 2. Make grooves formed by such implements close 10. Direct emergency bypass to natural, stable areas. together 10 inches) and not Tess than 1 inch deep. 11. Stabilize embankment and all disturbed areas immed-
VER1zCAL 8(',ALE Y 10~ 3. Excessive roughness is undesirable. lately after construction, including embankment, emergency
Immediately seed and mulch roughened areas to obtain spillway, above the sediment pool and downstream. optimum seed germination and growth. Periodically check 12. Mark cleanout level in field.
the seeded slopes for rills and washes. Fill these
areas slightly above the original grade, reseed and mulch as soon as possible.
3.3'
2"~ TRASH
SCREEN 3" ANGLE IRON 3.3' ~1 SLOPE OR FLATTER
MAIN ItNANCE PLAN
3' MIN 1. All erosion and sediment control practices will
COMPACTED SOIL be checked for stability and operation following FILL ~ ever runoff- roducing rainfall but in no case less
SUPPORT BRACKETS FOR MIN FLO'N than once ever week. Any needed repairs will be Y
VALVE CRANK 3'3 to maintain all roctices as ~u,~„~, „i~,,,~i I, made immediately P 11 `i1~i1 ~ -
~r~ll ~~„«1 ~ ~~~~I~~~~h ~ r~ designed. ~iru ii_ni~i_ ~_ni I _iii i. u_I!~ III i'ilih ' a,l_ 2. Sediment will be removed behind the sediment
30" RISER ANTI- VORTEX 13' 9 MIN ~ fence when it b?~ omes about 0.5' deep at the fence. The sedirrrent fence will be repaired as
BAFFLES 3' TYP. necessary to mai~~tain a barrier.
MPORARY BERM DETAIL 3. Ensure temporary sediment trap is cleared once t mark. uu
8' TOP VIEW sediment reacheQ cleanou 4. All seeded areas will be fertilized, reseeded as -
necessary according to specifications in the veg ' \
etative pion to maintain a vigorous, dense, vegetative cover
NOTL:
ANGLE IRON STRUCTURE TO BE
° ° CAST APPROXIMATELY 1' MIN INTO 1 MIN ° , TEMPORARY SEEDING
° THE RISER ANCHOR BLOCK. a FRONT VIEW TOP VIEW WITH RISER AND ~ ° SUMMER (May t5 -Aug 15) German millet 40 lblac
ANTI-VORTEX BAFFLES CONCRETE BLOCK
FRONT VIEW FALL (Aug 16 -Dec 15) Rye (grain) 120 lblac
WINTERIEARL~~ SPRING (Feb 1 -May 15) Rye (grain) 120 16/ac
A Korean lesparieza 50 lb/ac
NTS NTS Lime 2000 lb(ac 10-10-10 750 lb/ac
straw 2000 lblac
pFtIMANENT SEEDING
3' GAASS TINED CHANNELS Tall fescue 175-200 lb(ac
FILTER DIAPHRAGM-Use a fine W1 Kentucky bluegrass 20 lblac
sand and gravel aggregate ~ Rye 40 lblac _ Lime 4000 lb/ac
2x for fiter materials. 6 10-10-10 fertilizer 1200 lb/ac
Pipe ~ E I ~ I- straw 4000 lb /ac
ry;l= III. I' ALL O~IIER SURFACES
I-' Tall fescue 130 lb/ac Kobe lespednla 10 lb/ac
1' Rye 40 lblac
Lime 4000 lblac 10-10-10 fertilizer 1000 lb)ac
H2 2x H1 straw 2000 lblac
Pipe ~ I~
12>, 12"
6"
W2
NTS
E~.Q>yI ~lQE
NOTES: ~i MINIMUM. GENERAL NOTES:
1. ALL CONCRETE SHALL BE 4000 PSI MINIMUM. 2. REINFORCEMENT STEEL SHALL MEET ASTM-A61: 1. ONLY DISTURB CLEAR OR GRADE AREAS NEC.ISSARY FOR CONSTRUCTION. .T ASTM-A615 GRADE 60 WITH 2 FLAG OR OTHERWISE DELINEATE AREAS NOT IO BE DISTURBED. EXCLUDE
MINIMUM CLEARANCE. VEHICLES AND CONSTRUGTION EQUIPMENT FRtiM THESE AREAS TO PRESERVE
NATURAL VEGETATION.
2. CLEAR AND GRUB AREAS TO BE FILLED TO IttMOVE TREES, VEGETATION, _ _ MUCK, ROOTS, OR OTHER OBJECTIONABLE MA IERIAL THAT WOULD AFFECT
ItuCinF PIPE
DIAMETER REINF. LBS. W1 W2 H W2 Hl H2 U E THE PLANTED STABILITY OF THE FILL. iy
60' 3. PLACE FILL IN LAYERS NOT TO EXCEED 6" IN THICKNESS AND COMPACT THE
12", 15", 18" NO. 4 2060 44" 64" 23 64" 23" 42 1/2-18 1/2" 27" LAYERS AS REQUIRED TO TO REDUCE EROSION, SLIPPAGE, SETTLEMENT, OR OTHER RELATED PROBLEMS. ;WATER CONVEYANCE MEASURES
21", 24" NO. 4 3100 50" 85" 31 85» 31 56» 24 33» 4. KEEP DIVERSIONS AND CHANNELS AND OTHER y~
USE #6 REBAR ?.7 27", 30", 36" NO. 4 5940 64" 108" 41 FREE OF SEDIMENT AT ALL TIMES, Odom 108" 41 72" 36" 49" 5. ROUGHEN THE SURFACE OF ALL SLOPES DURING THE CONSTRUCTION OPERATION
6"O.C. WITH 2" 1.5 VEGETATION jaCAssqciates " » " " " TO RETAIN WATER, INCREASE INFILTRATION, AND FACILITATE
CLEARANCE 42", 48" NO. 4 8040 79" 150" 52 150 52 79 40 64 ESTABLISHMENT. Engineering, Inc.
54", 60% 72" NO. 4, NO. 5 16000 105" 161" 6C » » » » 6. PERMANENTLY STABILIZE ALL GRADED AREA', IMMEDIATELY AFTER FINAL P.O. BOX 1787 161 60 90 48 90 GRADING IS COMPLETED ON EACH AREA. APPLY TEMPORARY MEASURES ON ALL
IS TO BE INTERi,,UPTED OR DELAYED FOR 15 SHELBY, N.C. 28151 GRADED AREAS WHEN WORK
54' - PRECAST CONCRETE HEA WORKING DAYS OR 90 CALENDAR DAYS. 704-484-3778 BETE HEADWALL
USE 4000 PSI HIGH EARLY »ATB 06-11-01
STRENGTH CONCRETE 4" CONCRETE SPILLWAY
THICK NTS DRf?W1Pd(i NO. 01023
SHEET 2 OF 2

_
,
sides o -rillwap \~ulu+lr~~~ I 00 sP Y
470 ~ ~T~~ - , I ~ I ~ ~ I~ ~ ~ hT ~ ~I~ ~ I ~ m a, o t of berm ~ washed stone 2 C evo Ion o s ormwa er t' freeboard min , ~ ~ES ~ -
, ~T+ r : i ~ r - ~ - -r,-- ~ : 68 ~ ITI i l I% ' 'I 4 -~-I-1 } o ~ ~ -
E-~ + -I-~-~-~-i-~ a - 466.. ~i~~ ~ I. ~I I: ~ 4 I ,r 1 ~ ~I~~ I 9 , I I o I ° m w 3' 1' ~ - ~ I ~ _ - -
~ ~ i : ~~~r ! ~ i ~ ~ ~ i I~~ _ I~1, ~ i i I i i ~ l i l~ 1. i i A l i I i i i ~ i -+-r+-r-r-r1-~-.._t-+- i I ~ ° I I - - r 13
i . , 462 ~~--~-i-~ ~ _ I' i I i I I ~ I ~ i i I i ~ I I j G-,- - : i ~ I~ ~ - - - ~ ~ j - - I d50 = 9" I c ~ rp-rap
_ ~ _ _ I fi~ ~ ~ ~ ~ I ~ i + ~ h~- _ i i t . I . ~ r 46D ~ T i i I-1 ~ I ~~-_f I i f ~ ~ i ~ " °°m' I maximum level of N : '~1\` ° o v ~i y, bottom foyer r ~ n~ie S~.oatppMO[s~ - \ ° edinent cdlected of n1e-r ~
1 458 I I ~ I 1 I ~~,~I I I~ I I I-... - ~ i-~-, ~ i ~ I i I~ I i i ~ i I_f ~ l~ I I ~ ~ I ~ _t ~ a CAa01R5 R16 wLL GVGI $Em, ~ `°'~m m ~ n basin w}78n tDrs p ~ U~ wurwt wrn xtaia nunaFS. ° ' level is reached ~~r i~` ~ r u n rlJ \ I n I
` ~ ; ~~-I _ I I I I I r~ ~ ~ ~ ' 456 ; ~ ~ ~ ~ ~ - -r-~ ~ I I ~ ~ i I _I ~ SECTION TBRDUGH BASIN AND FlII'ER ~ ~ I ~
: l E 454: ~ ~ ~ t t-t ~ ~ ~ ~ i II TRACSING I carcy rlp-rapp up I sides of spiNway
Ilia ~I i i i i~ i~ III I II i ~ : III I I II I III I I I ~ I I I I I Ilil i;~ it': i i i : I 452 ~ I ' - ~ I ~ ~ d5a = 9" rip-rap I i 1
al!il ~~~~aa ~ fi I ';I~ ~I li n a III I ~ It ~~Ilil~l I I F~, t~~ ~ i i i i -t-1-1 i ~ ~ - \ ~ 1 1' freeboard mi
448 I I~-1 i t ~~T I ~ 11 1 I ~ t I I I i i ~ I i III I I I ~--III i I I i ~ _ 3' IAIN.
ii i i ~i i , , i 1 : i i i i I i I t i i I I i 446 ~ a~ t~ t ~ I i ~ I_~-._.__ I I I I ~ i ~ -F i i I I ~ I C I I j I ~S washed scone ~ ~ 2:1 SLOPE
: i i - i~ ~ ' I L~ a I I I I~ III I f -r t I-t 444 ~ ' I I~' rl~~t t i r t-r-r- ~ - ~ _ II 50 R 6• u1 ~ ' ~ I I dam width "yl ! I SECTIDN TBROUGB BERN AND FILTER
_ . ~ 1 ( - ~ i n j_ii ~ - ~ I I i ~ i !
442 7 ~.__1 - i--1 i i I I I 1 : ~ ~ ~.~i, ~ I ~ i_ ~ i~ t ~ I i ~ -+".'i i I ice: : I I ~ ~ 1~ ~ i i~ ~ ~i ' I ~ I I I --t I ~ i ~ - . ~ fi F ~ ; ' s s I 1 ~ ~I ~ ~ ~ t t I 1 ~ ~ t1 ' -}--I-. _ e t f I I I 1~ I I I I I I I I I I t I t f I I 1 1_, 1 I I~ V I ~ ~ ~ I ~ ~i
440 ~ F-_i-1 ~ 1. ; I -t-~--~~.._._.,_,_. ~ ~ _ ~ ~ ~ - i .°_l ~ ~ ' I - : - - ~ I i - _ I i : , ` # ` _ I ~ ~ i i , r
438 __i ~ Tom, ~ ~ ~ ` -~1 ,TI ; ~ ~ ~ ~ ~ i II Iii II ~ I II~ I i ~ ~ ~ -~I -r,- ~-i : aroucs eu a~x I n~ ~ ~ ~xu~iro~occ~ ~ ~ ~ i ~ ~ enr At : ~
~ 436 ~ s ~ ~ I I a ~ + mNOrr. i ~ /eoph i ~ ~ ~i ` M •
434 i I 'i t~r""._.i. ~_t - z l i: ~ I ~ l i i l i i i i i i i i~ I I i~ I l I ~ i~ ~ I~-.. - ~ i ~ -trtt~l~l~rt I § CONTOUR FURROI?S I ~
432 ` ' + , ,-~rl_;1-I-~ ~ _ t_~ _ . ~ ~ ' ~ ~ ~u ~ ~ . ~ ; I e~r~ ~~-r : II ~ H eso = s' TEMPORARY
430 ~ t! ; ' . ---~-~-4 ' -~-I-a-' ' _ ; ~ I ~ ~rt~~. 1 iii -I-1-r t - I SURFACE r -ra I ~ p ~ SEDIMENT ~ ROUGHENING I pERSFEL~vE v>~r j Tip
428 , ~_~I~r-rH~ ~~~-tt' 3:; ' ~ , I I_ I enl' ~ l -
426 i-~ r r~`~~ I ~ ~ ~ ~ ~ ~ ~ ; ~ ~ : ~ : ~ : ..r
424 ~ ~-t-'fiFrt-t-t ;~r------ ~ i i i i, i I ~ ~ , i i , I DTI CONSTRUCTION SPECIFCATIONS CONSTRUCTION SPECIFICATIONS ~
I; 422 ~~-r t~ ~ ~ r!-r 1 i ~ ~ ' , ~ A - : r +t-r-_ . _ 1 i I--1 ~ i ~ 1~~-'-+ ' I~ rt ~ , i ~ ~ ' 1~ ' r ' , rt ~ , r~ t~ifi f i- ; r~-j- x-1-1 : : DATUM ELBG I! i i r I i E i~ ' i i ~ ~ I ~ ~ ~ i 1-1 FILL SLOPES 1. Clear, grub, and strip area of all vegetation and root material. Remove all objectionable material.
- 420.00 - Ill~t,l~~LL! ~iit~ _ 11iL 1, I~ _ 1-_i _ 11I1iIiIf f__~il11 ~ !i!'~iiiilili(11tIii1 ~I.I_~i~1~~~~iL~ I 1. Place fill slopes in lifts not to exceed 6 inches and 2. Ensure fill material is free of objectionable material.
I ~ ' I I I I make sure each lift is properly compacted. Place fill in 6" lifts and machine compact. i~ 2. Ensure that the face of the slope consists of loose, 3. Protect connection between tiptop and soil by using L,
~ rn `t N1 O O O ~I, ~ r) I ~ h cqI a r~l, tV I N uncompacted fill 4 to 6 inches deep. filter fabric. Extend fabric across spillway foundation and
~ ~ ~ d~'I ~I ~I ~ 3. Groove using any appropriate implement that can sides to top of dam. be safely operated on the slope. Do not make grooves 4. Clear pond area below dam for sediment cleanout.
¢I ~ j I ii less than 3 inches deep or more than 15 inches apart. 5. All cut and fill slopes should be 2:1 or Hotter.
~ I ~ i I - 4. Do not blade or scrape the final slope face. 6. Ensure stone section has min, bottom width of 3' with
o+oo ~+oo z+oo 3±00 CUT SLOPES AND UNGRADED AREAS THAT HAVE BEEN max side slopes of 2:1. 7. Ensure welt is level and constructed to grade.
CLEARED AND GRUBBED 8. Material used in stone section should be wdl-graded 1. Roughen cut areas to shallow grooves by normal mixture of stone with d50 size of 9" and max size of 14".
tilling, disking, harrowing, or use of a cultipacker- 9. Ensure spillway extends past toe of embankment until
seeder. Make the final pass of any such tillage stable conditions are reached. Keep edges of stone outlet
V~tTICAL SCALE- 1" ~ 10~ - • HO SCALE Y 20r implement on the contour. flush with surrounding ground and shape center to confine E..~ 2. Make grooves formed by such implements close outlet stream.
together 10 inches) and not less than 1 inch deep. 10. Direct emergency bypass to natural, stable areas.
3. Excessive roughness is undesirable. 11. Stabilize embankment and all disturbed oreas immed- Immediately seed and mulch roughened areas to obtain iotely after construction, including embankment, emergency
optimum seed germination and growth. Periodically check spillway, above the sediment pool and downstream.
the seeded slopes for rills and washes. Fill these 12. Mork cleanout level in field. areas slightly above the original grade, reseed and
mulch as soon as possible.
3.3'
2"~ TRASH
SCREEN 3" ANGLE IRON ,
3.3 3t1 SLOPE OR FLATTER
MAINTENANCE PLAN
s ?eN
SUPPORT BRACKETS FOR COMPACTED S0~ 1. All erosion and sediment control practices will
VALVE CRANK 3.3' 36~ be checked for stability and operation following FlLL MIN ever runoff-producing rainfall but in no case less SLOPE ~,OW Y
. r- than once every week. Any needed repairs will be
30" RISER ANTI- VORTEX 13' «~I u~i~ ~~,J,~ mil made immediately to maintain all practices as II JI III"` IJ~I~~'\iIi - III-JII it ll~ll-~JI'- I \i~iir!_I designed.
BAFFLES 9~ t~HN ~I ?I 2. Sediment will be removed behind the sediment
3' TYP. fence when it becomes about 0.5~ deep at the fence. The ~:ediment fence will be repaired as
8'
TOP VIEW 1_, TEMPORARY B necessary to maintain a barrier. ERM DETAIL 3. Ensure tem orary sediment trap is cleared once R sediment reaches cleanout mark.
4. All seeded oreas will be fertilized, reseeded as
necessary according to specifications in the veg- etative plan to maintain a vigorous, dense,
vegetative cover.
NOTE: -r--_ ANGLE IRON STRUCTURE TO BE
1' MIN 4 CAST APPROXIMATELY 1' MIN INTO
0 FRONT VIEW THE RISER ANCHOR BLOCK, TOP VI W WITH RISER AND a
ANTI-VORTEX BAFFLES TEMPORARY SEEDING SUMMER (May 15 -Aug 15)
CONCRETE BLOCK German mltlet 4D lb/ac
FRONT VIEW FALL (Auy1 15 -Dec 15)
Rye (grant) 120 lbfac
A WINTERiEARLY SPRING (Feb 1 -May 15}
NTS Rye (grain) 120 lb/ac
NTS Korean lr+spedeza 50 lblac Lime 2000 lb/ac
10-1D-10 750 lblac
straw 2000 lblac
3'
FILTER DIAPHRAGM-Use a fine PERMANENT SEEDING GRASS-LINED CHANNELS
sand and ravel a re ate W1 Tall fescue 175-200 lblac
9 99 9 2x for fiter materials. ~ Kentucky hluegrass 20 lb/ac Rye 40 lblac 6„ Lime 4000 lblac
Pipe ~ E
~I,~ji- 1D-10-10 fertilizer 12D0 lb1aC ~~~I~' straw 4000 lblac
_-1 I
1' J I ~ ~ L THER RFA E I_ AL 0 SU C S Tall fescue 130 1b1ac
- Kobe lespetleza 10 lblac
2x H2 Rye 40 lblac Lime 4000 lblac
pipe ~ H1 10 10-10 tertilizer 1000 lblac
straw 2000 lblac
12" ~ 2~,
6„
A w2
NTS
FRONT
NOTES:
1. ALL CONCRETE SHALL BE 4000 PSI MINIMUM. PSI MINIMUM. GENERAL NOTES:
2. REINFORCEMENT STEEL SHALL MEET ASTM-A! EET ASTM-Afit5 GRADE 60 WITH 2" 1. ONLY DISTURB CLEAR OR GRADE AREAS NECESSARY FOR CONSTRUCTION.
MINIMUM CLEARANCE. FLAG OR OTHERWISE DELINEATE AREAS NOT T4 BE DISTURBED. EXCLUDE
VEHICLES AND CONSTRUCTION EQUIPMENT FROM THESE AREAS TO PRESERVE NATURAL VEGETATION.
INSIDE PIPE , 2. CLEAR AND GRUB AREAS TO SE FittED TO REMOVE TREES, VEGETATION,
_ eal Iru RnnTC nR nTUro na icrTlntilaal c uaTl-Rlel Tuer wnrn n >S~rmr
60' DIAMETER MUNI-. uis. wl wz THE PLANTED STABILITY OF THE FILL.
12% 15", 18" NO. 4 2060 44" 64" » 1/2- 3. PLACE FILL IN LAYERS NOT TO EXCEED 6" IN THICKNESS AND COMPACT THE
64 23 42 1/2-18 27" LAYERS AS REQUIRED TO TO REDUCE EROSION, SLIPPAGE, SETTLEMENT, OR
21 24" NO. 4 3100 50" 85" USE #6 REBAft ~ I" 85" 31 56" 24" 33" OTHER RELATED PROBLEMS. 4, KEEP DIVERSIONS AND CHANNELS AND OTHER WATER CONVEYANCE MEASURES
6'O.C. WITH 2" 1.5' ` 27", 30", 36" NO. 4 5940 " 64 108 FREE OF SEDIMENT AT ALL TIMES, " 108" 41" 72" 36" 49" 'Odom
CLEARANCE " 42", 48 NO. 4 8040 79" 150" 5. ROUGHEN THE SURFACE OF ALL SLOPES DURING THE CONSTRUCTION OPERATION " " » " » TO RETAIN WATER, INCREASE INFILTRATION, AND FACILITATE VEGETATION &ASSOCIates
150 52 79 40 64 ESTABLISHMENT. " » » Engineering, Inc.
54", 60", 72" NO. 4, NO. 5 16000 105" 161 161 60 90" 48" 9O 6. PERMANENTLY STABILIZE ALL GRADED AREAS IMMEDIATELY AFTER FINAL P.O. BOX 1787 GRADING IS COMPLETED ON EACH AREA. APPLY TEMPORARY MEASURES ON ALL '
54' GRADED AREAS WHEN WORK IS TO BE INTERRUPTED OR DELAYED FOR 15 SHELBY, N.C.28151
PRECAST CONCRETE HE USE 4000 PSI HIGH EARLY "BETE HEADWALL WORKING DAYS OR 90 CALENDAR DAYS. 704-484-3778
STRENGTH CONCRETE 4" CONCRETE SPILLWAY DATE 06-11-01
THICK
NTS DROANG NO 01023
SHEET 2 OF 2

_ _
carcyrq-roppup `~~ru~irrUrr sides of illwa rr
sP y ~ I+- ff ' v, m- ~ ~ _ t of berm ,$5 washed stone 2 ` ~'S1 r',,
evo ion o s ormwa er c' 1' freeboard min ~ O~ 2,
~ + ,T. I , -r, ' 470 ; , I ; ~T ~Ti '~T~ i I I ~ ~ I ~ I ~_I ; - i. I ili ii + j ~ s li II 3' - ~t'
~L_~;-~-~-- - - 468 ~ 1- - ±-I-!-! ~ ; ~ I ~ . \ ° Cpl-. 1
i~lI~iilil .,.i ~ i it I ~ i I~ 466 ` ~ ~ ~ r-r-r-r-~, - r+-~ - ~ ~ - I ~ ~t I ~~f- ~ 1 - _ - i t~ aao = s" ,
464 ~ ~ i i I I , i 1~ l ( Imo' I I I I j I. , ~ I i ~ ~ , o ~ F p , d 1 E ~ maximum lewd of key in bottom layer ~ d ~
f -f „ , I I 1-, , ~ i .III II i - - i I I ,i i 462 ~--a---~-`~ i ~ ~ ~ _ _r ....._---rt - r ~ ; ~ ; ~ T ~ I I I I~~ I i f i~ I l i t I i 1 I i I I I I I ~ I I hn~daxo' •nx rrxtm' ua ~ ~ ediment collected of n rap , , ~ oa•+ nE auvc rnaao[s - ? basin when this p- ` r, I D ~ ~
i i I I i i iii ~ i i li i i I ~ ~ it , - - 460 ~ -1-, ,~-I I I ~ ~ „ i ~ a- i i I I { I ceoaES 71MT N71 GaCli sue, ~ m ° lewal is reached r r r r r, r y ~ t ~ w~xi wa ~ a ~ ' ~ ® ~ SECTION THROUGH BASIN AND FILTER / U S I
, I ~ f i I ~ ~ I I I 458 I i ! ~ carry ~-ra~ up n, l
~l J a_~-1--1--t k-1-~1-z_~ ~ L_ 1~ _~_l_Lli t 1-~- - ~ L _ ~ I- ~I ~ I-~ ~_l ~ - - t I , ~ ~ I ~ ~ { ~ , I TIC I'IIll~~li I illl Iill I I I ~~I ~ I i~ ii i1.1 ~ U , i i I ~ 456 -t-t7 I L • ~ ~ ~ ~ j ~ _t~ + ' ' - - ' i , ~ I TR?ClD7'IG i ~ sides of spalway V d50 = 9" _ _ I rip-rap
i ~ I ~ i i ~ I t- i i ~ i i i. i i I~_.i-1. _ ii t,-. i.. _i { f a, t~ ..L, { 1-__ i i. 1. i~ i l 1 a-t l I I ~i I , 4541 I i i I-1 I I r I i I I l i i l l i i i~ LI --I- I I I I I~~~,I I~ III i i I I I (i_I I I V I I I ~ i i i I I I I I I I Ii - I I t' freeboard m' ~1vI~"II'i~'~~P~'II7Ci~T3
~ ~ i i ~ -~-~-r ~ I I r--I i ~I 452 ' 11 ~ ICI ; e L I ~ - ~ ~ ~I~ I ~ 3' MIN.
I III ' • - ~ i I ~ __-_1__r-t I I ~ - 450 ~ ~ ~ _ ~-F--+-H-f • ,i r~ - I I /5 washed stone) ~ ~ ~ i I I
r li i1, I~ sl- I i - i Ifi f i~ i { .~L~ ~ I ~ ~ ~ ~ I i I I . ~ ~ .I I u {i I III _~I I III' II I lily ~ 448 I . I t 1 I I I I- ~ I ~ ~ I -~--.-1 I~ ~~-1-i Iii' ~~i~ ~7- ~ ~ - I ~ ~ i i h----'~ - ~ i dam width
- - - - - - -1 ~_L. i - - - - - t - ~ I t { -1T { -i-F-I ;--r t -f t r -,-r , t-i--- -t f , + ~1 i ~ i • H-;-- ~ ~ ~ ~ ~ , ~ I-r-r- I 446 ~ ~ I I , so ~ s' ~ ~ SECTIDN TOUGH BER![ AND FILTER
-I--F I 1 ~~~i ~ , , -~-I-+-E-+-I--+ ~ ~ I 444 ~ _T - T-f ~ I I - - --r ~ I ; I , I I ~ I tl ~ 11 - ~ t ~ ~ { 1 i I ' ~ ~ i 1-T ~ i ~ I I I ~ i 7 1 1-i~' I I ~
I I I ~ ~ I I! II, i ~ ~ ~ _ ~ - _ _ i 442 ~ . ~ ~ I I ~ I $1- r I I , ~ ~I I ,ti, ~ g'
I , 1 , , . 8 , A - ~ I I~I~ I 440 ~ I ~ I ~ ~ I r I + I • ~ i_I ~ i ~ , , , , ; ~ ~ I i ~ ff1 e o' 1 I 1 caoaa wu a>cx
„ ~ ~ it ~ r~ i ~ L ~ I i~ - ,-i~ ' i I~ ~ i 1~ ~ i r 438 III ~ ~ i t; I I scm, r[m~, wua+, ~ . i i eat ai _ awrrru Na r ear ~
T ~ (_~I_ ~r I i I , 436 - - r t _r_,_T_,___T-+ _.t_.... ~ r - ~I ~ ~ ~ t - ' ~ { / b~ d~ ~ r~' is • i i an,,~ 1 - Mr i~
~ ~ iltlli I ILIi i 7 i i, i i i I. i i i s I , i i i I I n. - -i ~ r-~rr~i-- ~ ~ , i~l I ~ ~ coNTOUR x~ROIls I ; h-~
434 1-rr I t fi-r t t I l ~ - ~ ~ ~t , t- t L t I tt , , I aso = s" ~ TEMPORARY I • SURFACE ~ r~-rap SEDIMENT ~
432 ~ ~ ~ _I ~ I r , Ire,--' - ----~-~-I- i - - r~ - I ~ t-~-F-r-u ~ ~~~{{{I{.G_ ~ ~ ~ I, s ~t~ ~ -I I ~ ~ I II _r _ ROUGHENING I I TRAP ~ PERSPE(T1VE VIfil1 ~I - l
430 Imo-, ~ ~ I ~ ~ . ~ ~ I ~ ~ , ~I~ I I 1~_. ~ ~ rt - I -i t 1-y-* Imo"-f-~1 4 - - i± - , I I ~ ~ - -
428 ` -I," I . -~I-~~ t1 f- I F1-rr ~ I ~'_t~~^ I x e I - CONSTRUCTION SPECIFICATIONS CONSTRUCTION SPECIFICATIONS ~
426 ' I i' l ~ i ~ I 1 1 { ~ ~ ~ ~ ~ 1 1 ~ I ~ '~-l ~ 1-~. I ~ i I I I I , 1. Clear, grub, and strip area of all vegetation and root ni
- ' 4 .H-~~t-t , 42 t--- -rt ~ ~ I ~ FILL SLOPES material. Remove all objectionable material. ' h and 2. Ensure fill material is free of objectionable material.
{ i I i 422: ~ ~ ~ ~ ~ ' ~ ~ , I ~ II ~ ~ I - ~ ~ I I ~ I ~T-~-~ , I r ~ „ , I I , I ~~I - i 4, ~ I I I ~ ~ ~ I I I l-L I I , DATCW ELE I i i ii it - - - I 1. Place fill slopes in lifts not to exceed 6 inc es rl cam acted. Place fill in 6" lifts and machine compact. make sure each Irft ~s grope y p
I 420.00 j ~ I ~ ~ 2. Ensure that the face of the slope consists of loose, 3. Protect connection between riprap and soil by using [y a~
I i I I o oho ~I ~ ri cv! N, uncom acted fill 4 to 6 inches deep. filter fabric. Extend fabric across spillway foundation and P 3. Groove using any appropriate implement that can sides to top of dam.
rn ~I n r~ M~ M~ r11 dl ~I ~ be safely operated on the slope. Do not make grooves 4. Clear pond area below dam for sediment cleanout.
less than 3 inches deep or more than 15 inches apart. 5. All cut and fill slopes should be 2:1 or flatter. fy 4. Do not blade or scrape the final slope face. 6. Ensure stone section has min. bottom width of 3' with
I I li _ - , i ~ 1 _ I max side slopes of 2:1. CUT SLOPES AND UNGRADED AREAS THAT NAVE BEEN 7. Ensure weir is level and constructed to grade.
_ - _ _ o+oo ~+ao 2+00 3+00 CLEARED AND GRUBBED 8. Material used in stone section should be well-graded
w rooves b normal mixture of stone with d50 size of 9" and max size of 14°. 1. Roughen cut areas to shallo g y - a
'I' diskin harrowin or use of a culti acker 9. Ensure spillway extends past #oe of embankment until tll ing, g. 9~ p stable conditions are reached. Keep edges of stone outlet
seeder. Make the final pass of any such tillage on the contour. flush with surrounding ground and shape center to confine H implement outlet stream.
- HORIZONTAL SCALE- Y _ ~ VER1zCAi, ~.l~E p' ~ 2. Make grooves formed by such implements close 10. Direct emergency bypass to natural, stable areas.
together 10 inches) and not less than 1 inch deep. slue rou hness is undesirable. 11. Stabilize embankment and all disturbed areas immed- 3. Exces g lately after construction, including embankment, emergency
Immediately seed and mulch roughened areas to obtain spillway, above the sediment pool and downstream.
optimum seed germination and growth. Periodically check 12. Mark cleanout level in field. the seeded slopes far rills and washes. Fill these
areas slightly above the original grade, reseed and
mulch as soon as possible.
3.3'
2"~b TRASH
SCREEN 3" ANGLE IRON 3.3' ~1 SLOPE OR FLATTER
MAINTENANCE PLAN
3' MIN
COrrIPACTED S0~ 1. All erasion and sediment control practices will be chrcked for stability and operation following
SUPPORT BRACKETS FOR FILL every runoff-producing rainfall but in no case less 1~W than once every week. Any needed repairs will be
VALVE CRANK 3.3 r' ,Ili ~ ~ made immediately to maintain all practices as
30" RISER ANTI- nii~l,-lil~j),~u-iC,i~ i ~u ~~luli-~ihu~~lr n Ibi~li~ii i i - i i-il~i.~ i-n i i i~L deslgnf+d. ~"J =a'~ 2. Sediment will be removed behind the sediment
VORTEX 13' 9 MIN when it becomes about 0.5' dee at the fence P
BAFFLES ~ 3' TYP. fence. The sediment fence will be repaired as necessary to maintain a barrier.
h TEMPORARY BERM DETAIL 3. Ensure temporary sediment trap is cleared once
8' . s ~ TOP VIEW sediment reaches cleanout mark.
- _ 4. All seeded areas will be fertilized, reseeded as necessary according to specifications in the veg-
etativF plan to maintain a vigorous, dense, vegetative cover.
NOTE:
ANGLE IRON STRUCTURE TO BE
° ° ° CAST APPROXIMATELY 1' MIN INTO 1 MIN a , ° TEMPORARY SEEDING
' THE RISER ANCHOR BLOCK. a ° e e FRONT VIEW TOP VIEW WITH RISER AND SUMMER (May 15 -Aug 15) Garman millet 40 lblac
ANTI- VORTEX BAFFLES BETE OCK CONC BL
FRONT VIEW FAIL (Aug 15 -Dec f5} Ryrr igrain) 120 lblac
4YINTERlEARLY SPRING (Feb 1 -May 15} qye (grain) 120 lblac
Korean lespedeza 50 lblac
NTS NTS L,,,,e 2000 lb/ac 10 10-10 750 lb/ac
straw 2000 iblac
PERMANENT SEEDING
3' GRASS-LINED CHANNELS Tail fescue 175-200 lblac
FILTER DIAPHRAGM-Use a fine W1 Kentucky bluegrass 24 lbiac
sand and gravel aggregate ~ qy,, a0 lb!ac » Lime 4000 lblac
2x for fiter materials. 6 10 iD-10 fertilizer 1200 lblac
pipe ~ E ~ ~~-i l straw 4000 lblac _-~i X11=~~
`=I I ALL OTHER SURFACES jl , Tall fiescue 130 lblac
1' Kobe lespedeza 10 lblac
qyr~ 40 lblac
Lime 4000 lblac 10 10-10 fertilizer 1000 161ac
H2 2x H1 H1 straw 2000 lb/ac
Pipe ~ b
12" 12" 12"
W2 - 6"
NTS
FRONT
NOTES: 1. ALL CONCRETE SHALL BE 4000 PSI MIS 4000 PSI MINIMUM. GENERAL NOTES:
2. REINFORCEMENT STEEL SHALL MEET AS 1. ONLY DISTURB CLEAR OR GRADE AREAS NECESSARY FOR CONSTRUCTION. ALL MEET ASTM-A615 GRADE 60 WITH 2 FLAG OR OTHERWISE DELINEATE AREAS NOT TO BE DISTURBED. EXCLUDE
MINIMUM CLEARANCE. VEHICLES AND CONSTRUCTION EQUIPMENT FROM THESE AREAS TO PRESERVE
NATURAL VEGETATION.
2, CLEAR AND GRUB AREAS TO BE FILLED TO REMOVE TREES, VEGETATION, _ _ _ _ MUCK, ROOTS, OR OTHER OBJECTIONABLE MATERIAL THAT WOULD AFFECT
IN~It]F PIPF
DIAMETER REINF. LBS. W1 A W1 WZ Hl HZ U L THE PLANTED STABILITY OF THE FILL.
6Q 3. PLACE FILL IN LAYERS NOT TO EXCEED 6" IN THICKNESS AND COMPACT THE
12", 15 18" NO. 4 2060 44" 61 1 44- 64' 23- 42 1/2' 18 112' 27- LAYERS AS REQUIRED TO TO REDUCE EROSION, SLIPPAGE, SETTLEMENT, OR OTHER RELATED PROBLEMS.
21", 24" NO. 4 3100 50" 8; REBAR USE 6 I 50p 85p 31N 56N 24„ 33N 4. KEEP DIVERSIONS AND CHANNELS AND OTHER WATER CONVEYANCE MEASURES
M N FREE OF SEDIMENT AT ALL TIMES. Odom fi4' 108' 41 72 36' 49 5, ROUGHEN THE SURFACE OF ALL SIOPES DURING THE CONSTRUCTION OPERATION
6"O. C. WITH TH 2" 1.5 27% 30", 36" NO. 4 5940 64" 10 ~ N - N N N TO RETAIN WATER, INCREASE INFILTRATION, AND FACILITATE VEGETATION &Associates
CLEARANCE 42", 48" NO. 4 8040 79" 15 79 150 52 79 40 64 ESTABLISHMENT. Engineering, Inc.
54" 60" 72" NO. 4, NO. 5 16000 105" 16 p p p p p p 6. PERMANENTLY STABILIZE ALL GRADED AREAS IMMEDIATELY AFTER FINAL P.O. BOX 1787 Q 105 161 6O 9O 48 90 GRADING IS COMPLETED ON EACH AREA. APPLY TEMPORARY MEASURES ON ALL
54' CRETI GRADED AREAS WHEN WORK IS TO BE INTERRUPTED OR DELAYED FOR 15 SHELBY, N.C. 28151
HEADWALL WORKING DAYS OR 90 CALENDAR BAYS. 704-484-3778 CONCRETE
USE 4000 PSI HIGH EARLY PRECAST CON DAME 06-11-01
STRENGTH CONCRETE 4" CONCRETE SPILLWAY
THICK N TS DRAVANG NO. 01023
SHEET 2 OF 2

DEVELOPMENT PLAN LAN FOR
PITTA DA ELLENB0R0, N.C. slrrE
N.C.
OWNER:
DELBERT PITTMA x' ['MAN
X60
-r-
VICINITY MAP
p19191 r~~,~ s.a~e~
INDEX
SHEET TITLE SHEET YdQ M78 RCVffiKIPT ID~SCA4IPIYOt~I
PLAN/ECP 1
DETAILS 2
~~,'N. ~ f....,,~ 9
~ Odom
&Associates
Engineering, Inc.
P.O. BOX 1787
SHELBY, N.C. 28151
704-484-3778
JUNE 20, 2001 O1
RECEiVED
V4P-7ER OIJAI_ITY RECTION
L4?w ~ L.e
Non-Discharge Harrniting

~,4 l 7
~ Z~ o ' a o.
- o' ~ ~
c
°?~1` ~ 30
, 4
o~NEE~ t~,,9pJ~ ~ ~0
D 0
i
-
-
~ ~ ~ %

~ `

W
•

j', l
~ ~ LENGTH-1f0' T- i ~ 1NID H 56 V 1 •
DEPTH-2'
WEIR-10' w
~i ld
r -7
w DELBERT D. PITTMAN
and wife
DONNA L. PITTMAN 764/385

~ '
~
- ~ ~ . ~ _ 1, H
= ~ ~

1 ~ ~
~ ~ - t A
~ _ ~ ~ `i ~ ~

~ ~ ~ ~ ~ i~~ ~i'-~1i ~~i ~i = TEMPORARY DIVERSION BERM
C)p TSP - -
0, 'N
' 1~ D -56 ` t CLEARINGUMITS
~~~r ~ ~ 1 DEPT 2' ~ - ~ ` _ WEIR-1 '
.~~u~~~i
~ ~ ~
* ~ TEMPORARY SEDWEMT PIT
~ ~ ` ` ~ , \ - r
V A ~ A a 1
~

`
~ M--r
- ~ ~ 1
V ~ ~ ~ ` Oa - - -
~ ~i ' i i 1
i i ~ ~ ~i ~ ~ ! -
i
~ - l ~ ~ ~ l
~
~h ~
~ ~ '
I', 1
JSP #4 30" 15ER IPE ~0 ~o. _
i I ~ LENGTH-10 ' -,,~F
Thh 50' z,
DEP =2.' i ' i WEIR- t,1~ _ - - -
. ~ ~ ~ ~ i~'
- /
/ / - _ /
~EXT€ND~CONCRETE~SPJ~LWAY /
` ~L 10' PAST THE-TOE OF SL1~RE /
TS #1 ~ \ 5'. LENG1` 30' ~~--OE THE DAM / S /
I W~DTH~ / S /
4 ~ . DFPTH~ , N .r..' / ` /
IR-4' . /
1 / R /
~~I /
' / ~ /
~~A` 1 1 /
- - X~, i l ~ ~ /
= ii ASP #2 ` , - ~ ~ LENGTH-35' ` #2 / NTH-35; /
-ii- ~ , _ WIDTH-19' , ~ , TN-i9' V~,'~-,~ - /
= ' II DEPTk-2' ? ~ ~r I ~ ,WEIR-~4' 'T)d-2' / \ / .IR 4'
~~1. ; , ~ _ /
~ ~ pl i~ /
= DELDERT D. P~TTMkj~! i
bad wife - ~ / - /
1- ` ~~~~~OONNA ~C., PITTMAN - ~~i~r I 526 596 / ~ w ~
DELBERT D. PITTMAN / ~ and wife
DONNA L. PITTMAN - ~ w
526/596 ~ m \ ' ~ TSP #3
/ LENGTH-62' z
_ ~ / 1MDTH 32' / DEPTN-2' rc
~ ~ / / WEIR-4'
`
i ~ L I I I I I I J
~ Odom
Associates &Engineering. Inc.
GRAPHIC SCALE P.O. BOX 1787
/ 50 0 25 50 100 200
SHELBY, N.C. 28151 704-484-3778
1 INCH = 50 FEET DATE 06-11-01
DRAVAM NO 01023
SHEET 1 OF 2