99-06_2_Redacted

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NORTH CAROLINA —
Department of Environmental Quality

UU1[an
Materials Company
R CF,WED
January S, 2009
��jkLgY SECT ION
Ms. Judy Wehner
Assistant State Mining Specialist
North Carolina Department of Environment and Natural Resources
Land Quality Section
1612 Mail Service Center
Raleigh,NC 27699-1612
Subject: Vulcan Contacts
Mine Permits
Dear Ms. Wehner:
It Was good to talk with you recently. As discussed, please find enclosed a listing of the Vulcan
mine permits and our staff contact for each. Please direct correspondence regarding mine permit
matters to the respective contact. This request is necessary because we have merged our former
Safety and Health, and Environmental Departments, forming a new SHE Department, its staff
members or SHE Representatives will be responsible for all safety,health and environmental
functions within specific Vulcan operating areas.
Should you have any questions or require any additional information in the above, please contact
me. Thank you for your assistance in this matter.
ly
Since
Manager Environmental Services
C: Walter Beck
Truman Chidsey
Tim Knopf
Bryan Moore
Jeremy Thompson
MIDEAST DIVISION,VULCAN CONSTRUCTION MATERIALS,LP
P.O. BOX 4239•WINSTON-SALEM,NORTH CAROLINA 27115-4239-TELEPHONE [phone]

SHE RepLocation Pcrmit bcr
KNOPF NORTH QUARRY 344U2 ✓
KNOPF STOKESDALE QUARRY 4 -08
KNOPF SHELTON QUARRY ✓
KNOPF YADKIN QUARRY 99-06
KNOPF EAST FORSYTH qUARRY 34-05
KNOPF SOUTH FORK QUARRY 34-04
KNOPF STONEVILLE QUARRY 79-09 p/
KNOPF SMITH GROVE QUARRY 30-03
KNOPF PILOT MOUNTAIN QUARRY 85-03
KNOPF 421 QUARRY 34-01
KNOPF SANDY RIDGE QUARRY 85-04
GORE PINEVILLE QUARRY 60-05 ✓
GORE ROCKINGHAM qUARRY 77-01 f
OORL CLEAR CREEK QUARRY 60-11 ✓
GORE CABARRUS QUARRY 13-27 r/,
MOORE GOLD HILL QUARRY 13-04 '
MOORE HIGH SHOALS QUARRY 36-24
THOMPSON BURKE QUARRY l
KNOPF, ELKIN UARRY 88-03
THOMPSON ENKA QUARRY
KNOPF 115 QUARRY 97-02
THOMOSON LENOIR QUARRY 14-01
TROMPS N MORGANTON qUARRY 12-02
THOMPSON SPRUCE PINE QUARRY 61-13
TROMPS N BOONE QUARRY 95-01
THOMP ON PENROSE QUARRY 88-01
THOMPSON CYCLE gUARRY 99-01
THOMPSON HENDERSONVILLE 45-01
THOMPSON TOE RIVER QUARRY 100-24
BECK GREYSTONE QUARRY 9 1-()1
Waiter Beck Bryan Moore
Vulcan Materials Company Vulcan Materials Company
5601 Ironbridge Parkway 11020 David Taylor Dr,
Suite 201 Suite 105
Chester,Va 23831 Charlotte, NC 28262
804-717-8374 704-549-1540
Tim Knopf Jeremy Thompson
Vulcan Materials Company Vulcan Materials Company
PO Sox 4239 PO Box 549
Winston-Salem, NC 27115 Enka, NC 28728
336-744-2083 828-255-8561

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JUL 1 6j
.AND QUALITY SECT10114
July 14, 1992
Ms. Beth U. Chesson
Land Quality Section
P.O. Box 27687
Raleigh, NC 27611
RE: Modification of Permit No. 99-06
Yadkin Quarry
Dear Ms. Chesson:
Vulcan Materials Company would like to modify the type of high wall barrier
that is specified in our mining permit. VMC would like to change it to three
strands of barbed wire fence, 4' - 0 high, around the high wall area of the
pit. Reason for this change is that we have not reached our ultimate pit
limits yet and it would be very costly to move a chain link fence every time
we expand our pit. Please find enclosed a detail of the type of fence that
we would like to install .
Should you have questions or require additional information in the above
matter, please contact me.
Sincerely,
J. . Bryson
Designer
cc: Russ Willard
Mike Poplin
Tom Bugenhagen
Phil Dotson
Robert Upchurch
I
MIDEAST DIVISION!P.O. BOX 4239 • WINSTON-SALEM, NORTH CAROLINA 27 1 1 5-4239 + TELEPHONE [phone]DO

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State of North Carolina
Department of Natural Resources and Community Development
Winston-Salem Re0onal Office
James G. Martin, Governor William W. Cobey, Jr., Secretary
DIVISION OF ENVIRONMENTAL MANAGEMENT
GROUNDWATER SECTION
April 26, 1989
MEMORANDUM
TO: Thomas Carroll
State Mining Specialist
FROM: John M. Stewart
Acting Regional Hydrogeological Supervisor
SUBJECT: Application for a Mining Permit, Vulcan Materials,
Company, Proposed Yadkin Quarry, Yadkin County
Per your request, I have the following comments
regarding groundwater conditions at the subject site.
Without knowing how the water supply wells outside the
permitted area are constructed and their depths, it is
difficult to determine how the quarry operations will affect
their yield. However, because of the distance involved, the
topographic features present, and a regional groundwater
flow toward the north, I do not believe the quarry will have
an adverse effect on these wells .
The placement of test well 2 and the existing well E is
acceptable, however, the location of pumping well 1 appears
to be in the stockpile area just to the north of the ramp
exiting the quarry. Because of the high traffic and the
possibility of damage, I recommend that this well be
abandoned and a new well be placed further to the east of
the present location. It may be beneficial for the new deep
well to be nested with a shallow monitor so we can study the
effects a quarry has on the shallow groundwater system.
The water levels in the monitor wells should be measured
on a quarterly schedule, i .e. January, April, July and
November.
JMS/ahl
8025 North Point Boulevard, Suite 100, Winston-Salem, N.C. 27106-3295 •Telephone [phone]
An Equal Opportunity Affirmative Action Employer

h
February 13, 1.989
MFMORANDUM
I
T0: Brenda Smith, P.G. , Hydrological Regional Supervisor
Groundwater Section
FROM: Thomas Carroll, P.G. , Mining Specialist
Lard Quality Section
RE: Application for a Mining Permit
Vulcan Materials Co.
Proposed Yadkin Quarry !-
Yadkin County „
Selective portions of the above referenced application, a site plan and a
hydrologic report are attached for your review and comment. This proposed mine
site is located lately SW of Martin Marietta Aggregates' proposed Yadkin
Quarry,,eK-4AWAft fou have recently provided review commentsah 4
S 4,e
You are probably aware that this office has no documentation of a similar
type operation in a fractured (igneous) rock terrain ever causing a significant
adverse impact on offsite wells. However, as we have discussed in the past,
this office feels that it is prudent to require the installation of a reasonable
number of monitoring wells and a specific well monitoring schedule should a
mining permit be issued for this site. The data gained through such long term
monitoring programs is critical in evaluating possible future permit renewal
aryl/or modification request(s) .
Thus, your review of the attached information and any camients you may have
on the number and placement of wells would be greatly appreciated. Should a
mining permit be issued, it would require that the wells meet construction
specifications established by the Groundwater Section. Feel free to call me at
3--4574 should you have any questions on this matter. Your continued cooperation
is very much appreciated.
TEC:se
Attachments
cc: Mr. Doug Miller, P.E.

Irnd Quahiy Suction
Memo
Date: 3lh� Time:
TO:
From:
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�•OF LgNA RES.
Division of Land Rewurcm,North Carolina Departmeru of Natural Resourc-m and Community lkvetupmcnt

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UU1[an
Materials Company
March 30, 1989 r 9
y
Mr. Thomas Carroll
N. C. Department of Natural
Resources and Community Development
512 N. Salisbury Street
Raleigh, NC 27611
Dear Mr. Carroll :
Please find enclosed a hydrologic assessment of Vulcan ' s proposed
Yadkin County quarry site. Please let me know if you require
additional information.
Very truly yours,
Odes �� C (akC
Rus Willard
Manager - Mining Services
/lnh
cc : Doug Miller - w/attachments
NCDNR - Winston Salem
MIDEAST DIVISION 1 P.O. SOX 4195•WINSTON-SALEM, NORTH CAROLINA 27115-4195•TELEPHONE [phone]

STUDY OF THE GROUND-WATER SITUATION AT THE ELLER PROPERTY
YADKIN COUNTY, NORTH CAROLINA
by
Harry E. LeGrand
This report summarizes the results of a preliminary study of the Eller
property in Yadkin County to determine whether mine dewatering would have an
impact on neighboring wells. The work was done between January 13 and
March 17, 1989. It addresses items 10a and b in the permit application form
as well as related matters dealing with ground water.
The study included:
(1) A search for wells within 500 feet of the permit area,
(2) A study of topographic and terrain conditions involving
ground-water behavior,
(3) A review of core hole logs on the site,
(4) Analysis of two new test wells drilled in the proposed permit area,
(5) Analysis of data from a pump test on March 6 and 1, and
(6) A comparative study of this site with other Piedmont quarry sites
as related to ground-water behavior.
Predicting the effects of the possible withdrawal of water from
quarries in igneous and metamorphic rock settings on nearby water supplies
is a major objective. However, the methods to be used and the degree of
accuracy in the predictions should be considered carefully, as indicated
below.
In such a preliminary study three possible approaches may be attempted
to evaluate the effects of water withdrawal from a quarry. These include:

t
-2-
(A) quantitative analysis from a pumping test that is conventionally used for
porous granular materials, (B) qualitative analysis from examination of
core samples and. logs and from pump test data, and (C) analysis based on
correlating local observable information with past experiences in similar
settings.
Approaches (B) and (C) provide the most meaningful alternatives to
evaluate the Eller site and they are described below. Prior to discussing
these alternatives, the limitations of approach (A) are set forth below:
(A) Quantitative Analysis
The predictive use of some version of Darcy's basic flow equation
as applied to ground-water flow in crystalline rocks of the Southeastern States
is questionable as to nearby lowering of water levels. These equations are
based on the following assumptions, which in this case are not valid:
1. The water-bearing materials have a uniform hydraulic conductivity.
2. The aquifer is not stratified.
3. The thickness of the aquifer is constant.
4. The water table has no slope.
5. Laminar flow exists throughout.
Although the weakness of these assumptions can be partly overcome by
assuming an average hydraulic conductivity, there are difficulties with
this approach:
1. Within distances of 400 feet both hydraulic conductivities and
well yield tend to range over values of as much as 25 to 1;
this fluctuation renders a determination of the average hydraulic
conductivity of the rock extremely difficult.

--3-
2. The two ground-water media--the porous granular soil and saprolite,
as a unit, and the underlying fractured-rock zone--have
contrasting hydrologic properties that are almost impossible to
reconcile into a hydraulic equation.
3. The thickness and bottom of the aquifer, or water-bearing zone,
cannot be precisely determined because of the irregular decrease
in size and number of fractures with increasing depth.
4. The effects of creeks and hills cannot be quantified reliably.
A creek can be a source of recharge to a well or quarry to the
extent that the effects of quarry pumping may not be detected
on the opposite side of the creek; this is likely to be fortunate,
but trying to quantify the proportion of the recharge coming from
the creek through bedrock fractures and through overlying granular
materials is impossible. A hill near a quarry is a partial or
complete barrier to ground-water flow, but reliably quantifying
this is impossible.
(B) Qualitative Analysis of Core Samples, Logs, and Pump Test Data
Examination of the sample core logs provides good information about
the thickness of the soil-saprolite zone and the general character of the
fracture system. The logs do not provide information about the water table.
The thickness of the soil-saprolite zone ranges from about 15 feet to about
60 feet. In general, the fractures coincide with some of the foliation
planes, commonly tilted about 45 degrees from the horizontal. The fractures
tend to decrease in size and number with increasing depth.
The active water wells off site are more than 1,500 feet from the
proposed quarry and were not inventoried. An existing well is on site

ti
-4-
and is used as a monitor well. To get better information about the ground-
water conditions, two test wells were drilled on January 27. Well No. 1 was
subjected to a pumping test on March 6 and 7. Information about these wells.
shown on the map, is listed below:
Well No. 1 Well No. 2
Depth 285 feet 225 feet
Depth to rock 34 feet 34 feet
Depth to water table 34.8 feet 28.65 ? feet
2/14/89
Estimated yield
by driller 100+ gpm 8 gpm
Tested consistent yield 25+ not tested
The pumping test was planned for 48 hours, but the early stabilizing yield
and water levels (after about 6 hours) eliminated the need for extending
the test past 24 hours. The test represented a method whereby the well was
overpumped (110-165 gallons a minute) for a limited time (2 hours) so
that the water level could be stabilized with a lower pumping rate. This
method of initial overpumping does not allow the conventional study of a draw-
down curve; however, the recovery test of the water level gives equally good
results.
The pumping test is considered to be moderately successful, if proper
inferences are made of the data. The yield of the well is moderately good,
being typical of sites with similar conditions elsewhere. The quick
stabilizi,rag of the water level in the pumped well, coupled with the slow rate

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Pumping well 1 300 feet
Test well 2
Existing well E
Spring S

1
-6-
of recovery after pumping stopped, suggest that some recharge comes from
the little branch about 200 feet north and east of the well. More importantly,
these conditions indicate large storage of water in nearby fractures;
these conditions also show that more distant fractures are limited' as to /
interconnection with nearby fractures, thereby limiting the lowering of V
water levels at, remote places.
The existing well, 515 feet south of Well No. 1, showed no clearcut
drawdown as a result of pumping Well No. 1; the water level varied a few
tens of a foot without a pattern, but this variation is likely- due to
lack of precision in measurement. Well No. 2, about 1,170 feet southeast
of the pumped well, shows variations in water level, some of which are meaning-
ful. It appears that the February 14 measurement may be incorrect, as this -
would result in a 7.45-foot natural rise in the water table in the following
three weeks. Such a rise would be abnormal in spite of recent high
precipitation. At any rate, as a result of pumping Well No. 1, there appears
to be a lowering of the water level of more than one foot. Yet, the rising
and falling stages are not synchronized with the pumping and recovery of
Well No. 1.
The fact that Well No. 2, the farther well, showed an effect from pumping
whereas the existing well did not can be explained by the nature of the
fraeture .pattern. The tilted foliation,, which corresponds with the predominant
fractures, appears to be oriented in a southeast-northwest direction,
somewhat aligned with Wells Nos. 1 and 2. The trace fracture lineations
suggest. this orientation. Thus, the cone of pumping -depression is likely to
extend farther in this direction and to be more limited in other directions.

-7-
PUMPING TEST INFORMATION
Well 1 Well 2 Existing Well
Yield Water Water Water
(gpm) level level level
Static water
level 2/14/89 34.8 28.65 7
3/6/89 34.0 21.0 ?
Pumping started ._4:20 p.m.
3/6/89 4:30 .'; . 110 no
5:30 " 165 192 22.75 46.1
.. 6:00 . 22.75 46.5
7:00 61
-7:30 218 21.65 46.5
9:00 " 17.4 222 21.45 46.0
10:00 " 28.7 217 21.25 46.1
3/7/89 '12-:00 a.m. 28.7 217 21.65 46.4
2:-00 " 41.3 217 21.65 46.5
4:00 " 28.7 221 21.55 46.2
6:00 " 22.3 215 21.65 46.3
8:00' " ' 34.7 216 21.75 46.2
10:00 ." 35.9 216 21.75 46.7
12:00 noon 22.0 217 21.55 46.2
2:00 p.m. 25.4 215 21.45 46.2
4:00 28.7 215 21.45 46.1
Pump off.' 4:20 "
4:30 " 208
5:00 " 203
6:00 " 194 21.95 46.6
8:00 175 21.85 46.6
3/8/89 8:00, . 94 22.25 46.5
3/14/89 33 21.5 46,1
Water level measurements are feet below land surface
Data collected by James Stroud and Alex McGilvary of Vulcan Materials
Pump test by Newman Brothers, Elkin, N. C.

-8-
Some puzzling hydrologic features commonly are noted as a result of
a pumping test in a fractured-rock setting. Among those noted during the
test are: (1). an' apparent lowering of water level in a monitor well
when the pumping is stopped, (2) ebb. and flow of water levels and yields
in the pumped well, as fractures drain unevenly, and (3) a straight line
recovery of the water level in the pumped well rather than the conventional
� 7
logarithmic one. Reasonable assumptions can be made about the reasons for
these findings, but they are not expected to have an effect on the yields of
neighboring wells.
The results of the test provide evidence that the effects of pumping from
the quarry should be restricted to the close environs of the site and
that off-site wells should not be harmed. All three of the wells are suitable
for future monitoring purposes.
(C) Analysis Based on Past and Present Observations
Past experience in studies of ground-water conditions in the igneous and
metamorphic rocks of the Piedmont and Mountain regions can-'provide reliable
information about a quarry site priorito subsurface testing. Through my
40 years of study, I have learned that the techniques of extrapolation and
correlation of local conditions, so useful in most hydrogeologic regions of
the world, do.not apply in this region. After examining thousands of well
records and topographic settings and hundreds of quarries in igneous and
metamorphic rock settings through the years, I have developed a model, centering -
on key generalizations, that can be applied with reasonable accuracy to any
well or .quarry setting (LeGrand, 1988) . The following statements, coupled
with observable data and available well log data, provide a framework upon
which new data can be applied as needed. The statements apply specifically
to the Eller property as determined from my experience and use of the model.

I
-9-
The ground-water conditions are typical of conditions in much of the
Piedmont region. Water is recharged from rainfall locally through the
soil and saprolite and then moves slowly through fractures in bedrock toward
the floodplain north of the quarry site. Some water, especially tl}at in
the saprolite, seeps into the north-flowing little branch west of the
quarry site.
The position of the water table varies considerably from place to place,
according to topographic conditions. Beneath the upper ridges, above surface
elevations of 790 feet in the initial quarry area, the water table generally
lies deeper than 35 feet below land surface. In the lower topographic
positions, near the small branch, the water table is generally less than
10 feet below land surface. Specific seasonal water-table fluctuations have
not yet been measured on site; however, it is almost certain that beneath
the upland area the average seasonal high stage of the water table in early
spring is no more than 5 feet higher than the low stage in the fall. In the
lowland area the seasonal fluctuation is generally less than 3 feet. At
present, there is no withdrawal of water from neighboring wells to alter this
natural fluctuation.
One existing well is within the permit area, but it is planned to be only
a monitor well when quarry operations begin. No other wells are within
500 feet of the permit area. The closest well in continuous use is more
than 1,500 feet away, and most of the wells along Speer Bridge Road, southeast
of the property, are more than 2,000 feet away.
Although the effects of drawdown of the water table as a result of
quarrying cannot be readily predicted in a fractured--rock setting, my past
experience has shown that the effects are not generally detectable at

-10-
distances of 500 to 800 feet away. Most of the Vulcan quarries in the region
have wells that furnish adequate water supplies, each well being no more
than a few hundred feet from the quarry; this fact demonstrates the limited
drawdown of water level around most similar quarry sites. It should be noted
that the off--site wells along Speer Bridge road are upgradient (both as to.
surface topography and water-table conditions) and are recharged locally by
rainfall. There are no downgradient wells to be affected by pumping or
from any type of contamination.
A small seepage spring is used for drinking water supply by two separate
cabin-dwellers less than 400 feet southwest of the corner of the initial
quarry area. The spring represents seepage from the soil-saprolite zone,
at least in part. Since the spring is not altogether in the rock and since
it is on the opposite side of the creek from the quarry, there is some
evidence that the spring would not be affected by quarry operations. However,
as an alternative source of spring -water, a new spring easily can be
developed at the head of the branch farther to the southwest.

CONCLUSION
The study suggests that the fracturing of the rock and the ability of
ground water to flow into the quarry are about average with respect to
other quarries in the North Carolina Piedmont region; some quarries have
less fractures and some more. : The quarry site is almost ideally located
to prevent any harm to neighboring wells. Fortunately, the natural flow of
ground water is chiefly northwestward toward the quarry site from the
houses on Speer Bridge Road. Withdrawal of quarry water should have no
effect on the flow of South Deep Creek and on wells north of the creek.
The initial quarrying operation should have no effect on the spring,
and it is probable the spring would not be affected by -continuing quarry
operations. With the monitor wells already in place and with future
systematic monitoring of wells and the spring, any impact on these water
resources can be easily detected.
REFERENCE
LeGrand, H.E. , .1988, Region 21, Piedmont and Blue Ridge, in
Back, W. , Rosenshein, J.5. , and Seaber, P.R. , eds. , Hydrogeology: Boulder,
Colorado, Geological Society of America, The Geology of North America, v. 0-2.
in
Harry
March 18, 1989

Vulcan Materials Company
Mideast Division
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UU11an
Materials Company
March 30, 1989 I l� �fCTjQ
Mr. Doug Miller
N. C. Department of Natural
Resources and Community Development
8003 North Point Blvd-.
Winston Salem, NC 27106
Dear Mr. Miller:
Please find enclosed a revised site plan and design calculations
for Vulcan ' s proposed Yadkin County quarry site. Design changes
reflect 25 year storm criteria.
If you have any questions please contact me.
Very truly yours,
LU
Ru s Willard
Manager Dining Services
/lnh
cc: Tam Carroll - w/attachments
NCDNR - Raleigh
MIDEAST DIVISION!P.O. BOX 4195•WINSTON-SALEM,NORTH CAROLINA 27115-4195•TELEPHONE [phone]-'

DIVISION OF LAND RESOURCES
Winston-Salem Regional Office Ile
-949
MEMORANDUM ' 101k
TO: Tom Carroll, Mining Specialist
FROM: Doug Miller
RE: Proposed Yadkin Quarry
Eller Site
Vulcan Materials
DATE: July 17 , 1989
Lindy Leonard and I have reviewed the revisions submitted by
Vulcan for the proposed quarry on the Eller property in Yadkin
County. Our review finds that the following items in your May
24 , 1989 letter have not been addressed: #2 ; and 43 , even with a
60 ' Right Of Way controls are off their property, exact limits of
property control by Vulcan along the access road must be
delineated; #6 - if grass cannot become established it cannot
stabilize and some method of piping water over the slope is
needed and must be specified; #8 - again sediment control needs
to be within quarry area if possible; #9 - rather than us telling
them what to do, I think it is incumbent on them to take that
responsibility.
Frankly, I feel they have given us little more information
than we first got and the plan should be turned down again. With
the grade elevations of the roads provided, some roads are in
cuts and will need ditches on both sides. They need to provide a
typical cross-section of the access road.
1
aws

C(D Speed Le Vero
To bate (° 26 k5 From flats ZC7
C&I s
Subject
-Nao„a rou �
Message Reply
4 (4,e
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Signed Signed
WilsonJones
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.•8❑ .7.❑•6TNER SPECIAL SEAriCE _ spp ', .' '• .,.
TUBE t 20 on-Call Stop Date/Tim Rweived FedEx Employee Number
r . , "3❑,', .,,4 CJ, 5 C1 r .PART I111800 •`�
8.❑• Drop Box B.S.C.- Station " - ,.•, REVISION DATE 10/80
SATDADArAWK-UP : �,, - - - - PPoNrEt)INUSAFXEM Tr
*° g❑,a,, p, FEDEX COM Employee No.` Sender authorizes Federal Express to deliver this ship- �•
• ` ' , ," - '�.' meet wilhaul obtaining adelivery signature and.shall f0091...
; t"
g❑STANDARD 10 10'❑L + ,. + Indemnity and hold harmlesv Federal Express from any
^d ear s'u'r 1t ❑t ° f i Defa/Thne'10r,FEDEX UeB claims rastiltinp mere(rom. tr r o tggs FEc
exand buevgsa Dar' '.•
. 12�
,•IOUAATBEUTEIFna�..ol. r •• •: ..Signatures .*Dectmed value Ul $100. am d-v+

i TERMS AND CONDIT10NS f
OEFOXWONS
MULTIPLE PACKAGE SERVICE instruments.and ether dems listed in our current Se,viide Guide.
On this Airdill,wn,nun and us relcr to Federal Express Corporation.its __f,lfyqu Send ma{ethanur package dnl sAi36ifi,.y,iu may Jim.in the[oral
:.employees and agents-You and your reler to the sender,its employees i declared value for all packagosrnot to exceed Cho 5100,SSW or$25.000
• .+and agents, per package limit descfitied abdA.,(Exampil packages can have,a.
r AGREEMENT TO TERMS i total declared value of up.to$125,000.1 It mbre,than one package is• `i
< By.giving us your package to deliver,you agree to all the terms on this f shipped on this alrbill,our liability tdr m loss or damage will be limited to the
Airbili and iri our current Service„Gvide,.whiCh is available on request.If i actual value oI the package(sj lost or damaged(not to exceed the lesser
there is a conflicl between ti cortrenl Service Guide and this AirbiO,the of the total declared vill or lheper packagelimidsciescribnq above).You_-_'�
i ServiceGuidewill Control.Nouiro5aulhorilmdtoaCercamod thelerms ' have the responsibilityotpravungtheactuallossodamage.
r of Derr Ag eenient _ _fi F1t11M8 A CLAIM
RESPONSIBILITY FOR FACXAGINGANOCOMPIETINBAINFILL -ALLCLAIMSMUSTBE MADE BY YOU INWAIT1NG:Ybu Must naS+ty,
You are responsible for adequately packaging your goads and Iw us of your Claim within all time limits,See current Service Guide.
properlyfilling,oul this Airbill.'Omission'ol Ile numbi;r of packages and " Well Consider your claim filed'i1 you call and notify our,custdrner ;
weight per paekagp from this Airbiu will result in a billing bawd on our best Service)Department at BOu-238-5355 and notify us in wrlling as soon'as
• estimate of the number of pack4e9 received from you and an estimated possible.
"default"weight per package,as delefmined and periodically,adjusled by Within 90 days after you nouy u9(A your claim you must send us all
US I, ietevantinformatioriatxwti.Weare6&ob4gatedtoacrcmanyClakrrurdtl.
IF YOU ARE AIR TRANSPORTATION TAX INCLUDED ' you have paid all transportafion Charge5,-and you may nw deduct fba
includes afedr:ral Wx requir8d�Internal Revenue Code amount at your claim from those charges
Our basic rate
Section 4271onfireairtransporatidn ion of this serviciii-,i-�• =' -•.8 the reCipi,srtl accepts your paCrcagawrthoutnoting any damage onlhe.3
MAKING A NIPS,.,��" ;� "'Y ";• -' ; :'i ', delivery record.we will assume that the package was delivered in good r
• ,'LllIf1TATIONS ON OUR LIABILITY condition,In order for us to process your claim.you must,to the extent
SHIPMENT, APPLY. ,. " ,'AND LIABILITIES NOT ASSUMED possible,make the original shipping cartons and packing available for •:
L�
Our liability for loss or.oamage to your package is landed Ivyour actual - -inspection,
T - - - - •• -
•1 HE SELF ADHESIVE - damages or.$1 00,.whichever is less,unless you,pay for and declare a. ' R1GNT TO IN&P,ECT r-, -
higher authorized value.We do not provide cargo fialadiry k,SuranCe,but t-,• We rimy,at our.opow,open and inspect your packagespiiorloor.afler
._ .MPS COPY HERE . .-you may pay Idly cams fat each--3ddrliocial E1f10 pf deiiared'your@.11 you._.'lydu give Them to:tis to deliver.
".' _ �- dedareahigherVairiaandpayrheatlerlionascriaige,ourlrahidyw+lbdlhe - •- -
lesser 61 your oetared 4ue or the acrualvalue d-yarns pdtkdg2,•• . _._--�,r - -NtI�QD.$fRlr10ES-
• In arry even)we All not be liable 10a;any.damages whether Br*ed tNd tlonl txovide G O.D'services
- incidental,special or cdnser;uentlAl A exdess'of the declared 3afue of a '' 'RESPONSIBILITY FOR PAYNE,NT
shlpmenl,,whelher or not Federal Express had knowledge lhat such ,-,,,Even k ydu grvo.us 6tfe}enl payer it instructions,you All"lways be'
" damages riighl be incurred including,but not limited to!loss or income_ ^ primarily responsible for all delivery costs,as well as any Coals we may
or profits-. ' _-_ i. -, !'t�->• •--`,incur in eithei returning your package to you or warehousing d pending
we won'Ibeliablellyouractsadmrssions,including but not limitedto.
improper•cf insufficient packii ng,sect ing.marking.or addressing.of tor-
ttie ai tsa dm ss ors of the rec�enl or arrynr a else with en tmerest in the 0UALLFLFJI ACCEPTANCE {
r - - package.Also,vire won.'!befiable itybu or the rec ipienl viplates any at me - receive'the right tit reject a shipment at any tinq,•whirl such
1 shipment workl,be)i to cause damage or delay rn other,shipments, i
Jeff
o1 our agreement,We won';be liable for Ions of or damagero-:.'.-
-• ' - - -•"'^ shipments,ot Cash.Currency or othar prohibited items- equpment of personnel,or if the iranaponation of which is prohibited by i
_ We won't be liablerfor loss.damage or delay causetl by evenls�we law or is in violation of any rules COnlained in this Airdill or our Service
cannotconk0l,including but not limited to ads of God,perils of the air, Guide.
weather-cdndilioi mechanical dell ads of public enemies.,war, 4 +MONEY-BACK GUARANTEE
_ strikes,civil commotidns,oracis oromissionts of public authorives{inCki In)lie event of untimely delivery,Federal Fxpress Will at your request j
_ -Sea
and with some l
fig customs and quatanline officials)with actual or apparent authoiy. idnikalions,refund or Creed all IranspanatidnCh arges ;
OECLARfO rlltUF LIEffTS. currertl Service Guide fau lnhei information.
• - _ - The highest docla,ed value we alfow to OverrligM Leffler and Cowie[. .
' Pak OverrigM En,lelope shipments is$100.For other Prionly1 and
3 _ ' Standard Air shipments,the highest declared value we allow is$25,000 ,r t
r unless your package contains items at"axlraordinary value; in which
+•, case the highesl declared value we allow is$500.Items of"extraordinary, , r,•<.;y t Pan n 111800
value;'include•arlwprk,jewelry,furs,money,precious metal$,negotiable - '• t • Rev.10188

AIRBItt {� fl. ...
I 'OSE►NIS MNSrIL FAADOMES►IC 1IM MEN►SWANW I MECONTINFN►AL O.S.A..AIASKA AND NAWAO. PACKAGE _ 3 q G 30 9 8
-USE FILE IV ERNA►tDNAL AIN WA/DILL FAN SNt/MENTS rO PUEATO IUCO. �O I �/��SS
OUES►IONSPCAii 80043E-6.T33 TOLL FNEE.•.- TRACKING NUMBER
:.J 158309811
Date RECIPIENT'S-CQPY
From(Your Name)Please Pnnl Your Phone Number(Very Important)'. To,lRecipient's Name)Please Print fr n Reapienl'a Phone Number(Very Imponnnl7
Company- r "Department/Floor No Company '• Department/Floor No
V LCAtI l4A� R,IALS"+ ` . •} t .'i /'�{t, lr;.c / .Il r? ' /� L(.
Street Address ' ' - .: •• - , Exact Street Address rlre CLreoE L4fhw la P.O.O.Sam P&a Zip C 0t) .
44,0 ;,r PATT'r QN "A V-.,r
City" state IIF rteq,ired, .` city state,''. ZIP Recuired
1i*{tiS C:4'�—.'5A1 JM 1. ,r �L l I( G"f [ 11 a' T-r`.�'' •l� ��
YOUR BILLING REFERENCE INFORMATION(FIRST 24 CHARACTERS WILL.APPEAR ON INVOICE.] IF HOLD FOR PICK-UP,Pd4t FEDEX A&hvij HeM
street
AYMENT Q Ed sendei ❑eall--*Ws FedE.'C'No.-' eu 3rd Par FOOF,AWL NO El eu cream Ce.d City r State ZIP Required
/, SERVICES, •, �. '. DEUVERYANDSPECIALHANDLING ntAAezt our mrA�rr i s�i ,Errip.No. : Dale Federal Ex press Use
.Ej Cash Received - :'�.'- .-.;it f- Base Charges ,
OrfNNISNT.. . J C7 n.wm sneer
1' PNTONIt U 1 fi * t HOLD FOR K"UP v+M a�.rq Declared Value Charge
Ovwngm ua w.y LETTER* [3-kd I, ry'. C-q ra Oe ern To NOW
y z' - 4 AifLIYfA WfEKDAI' Street Address
2 �yE11-PAN 7:0 3 DELIVER SATURDAY
r, OVERNWNr _ '.h •'• Other 1
• 'ENVELOPE*' _ 4. ., - '.4 BANSEROUS MW • City. State_ - Zap
I�d*oq•
3❑'�FR Ar g"� 6 CONSTANI'SURYEILLANCES.Eff f F) Total,, Total Total; v� 'tr Omer.,,.2 r.
�...a,.wr Irw�s •!ra wa .t ., r ,
r. Rec e^n�d Al ''�'. Total Cf arges
4'❑OVENSWIff tE]ReeularStop' X
rL,Pf }9❑ 7❑ M R SPECIAL SERME ,
* it r, - 2 On Call Stop .'f '-Data/Time Received','FedEK Employee Number PAR71t11tace
❑ff' 30 40- L 50,
8' Dro Box• B.S.C: •'Statnn f •; REVISION 0ATE10/11g `+
:RATVRDArf dIp P V PRINTEDiNU.SAFxEM'�%`,
9' 0 I J''. '. FEDEI(Corp:Employee Na.'.. 'Sender authorizes Federal Eipress to deiiver this sq=A
'•,1",�
_ i• t'T ''ment without obtaining a delivery signature and sSTANLiARO t0� - 10'Q �'' /•„,J ' rindemnif;rendh_oldharmlessFederalERpressfrom ••
ILRbewiery - - •' claimsresultin therefrom.
anor War e�oge Iwain ee 1i ❑ ( ". Dale/Time for FEDEKUse 9
y., ev
�-, +Deaared valve Umu tiros, 12 NO ID1r 0El1rERr.n�r.el •+� r •% 1��' '-/. .,ease
� •� '

,�.w .+r tit ,;1 i;�'..,.,rti, ,i 'nt ,n-• ;r., _ «,�,. t,...
TERMS AND CONDITIONS- k, 1
MUTiPLE PACKAGE SERVICE DEFINITIONS nstruments,and other items listed in our current Service Guide
On this Airbill,we,our and usreierto Feel Express Corporation.its J"If you sdnd more than one,pockai onihis Ail may fill i.n the total.
_ t,-r•;.. ••employees and agents.You and your alter 10 the sender,as employees declared value for all packagA nol to&b6do Ih4$too,5500 dr$25,p00
• - '•and agents. - 'per package limn described.above:(Exampte:.5 packages can have a
`'. i•; AGREEMENT TO TEAMS t total declared value of up to St25,000�,;1I more thah'one package is,
•
-•By g"m!g us your package 10 deliver,you SgreO to all the terms on thus I• shipped on.this airtutl,oui liabikty'for loss at damage will ce Iirniled to the
• ,• - ,• Airbal and in our curreni Service quidee,whioh iS'avaiiii on request.It actual valve of the packagejl lost Or damaged(riot to exceed the Iess%i'
there is a Cvdlicl between the"ctirf@nr Service GuidB and this AubAi,em �` r Ted valuaor the f�package lial dezribea above}You
. r ServioeGufdewiaconlrolM, 066isatrlhMitedloa!lerormod,yihe.terms. _ espor�tyolproving the actual Imordamage.
-
dour AgrerrxnY. F VANS A CLAIM
RESPONMEFUTY FOR PACKAGING AND COMPLETING AIABlLL ALLCLAIMS MUST BE MADE BY YOU IN WRITING You must nohdy,
You are responsible lot adwri alely packagvhg your goods and for rs of your Chaim within s1riol time 6mis.See current Service Guide.
:'•propeily r4Tlu>g uul this Aill Omission of the nuimber of packages and ' - Wolf consider your clairn lded it you Celt and narey our Customer
• - -- weight per package trom lhisAirbili will resuh in a b0ling basedon0ur best•-•-Ser ace Department at 800-23a?5355 and nafry,Us irr writing as soon as
••�' r estimate of the humber of packages received from you and an estimated possible.
_'detaue"weight per package,as determined and periodicalty adjusted by, Within 90 days after you notdy,us of your claim,you must send us all
_ us. . ' , It relevant information about iL We are not ONigaled 10 act on any claim unld
` IF YOU ARE AIR TRANSPORTATION TAX INCLUDED you have paid all transportation Charges,and you may not deduct the
Our hasic rate includes afeberal fix requireefbyInternalRevenueCode amour[of your claim from those charges.
MAKiNG'''A MPS.' ;; ; '•'Section 1271 OnIfn irAanspodill6npotlienaf this,service. t lithe recipient accepts your package without noting any damage onthe...
+ - •" is -"�S ,•• .delivery record:we will assume.thal the;package was-delivered in'good
11MITATIONS ON OUR�LIABILITT' condition.In order fdr us to process your claim,you muss,to the extent
SHIPMENT, APPLY' AND LIABILITIES NOT ASSUMED possibie,make the original shipping Calons and packing available for
Our liability for loss or damage to your package Is limited 10 your actual• "inspection. -
-THE SELF ADHESIVE damages or$100.whichever is less;.unless youil for and declare a ., "RIGHT TO INSPECT
higher authOrked value.We do not provide Cargo liability insurance:,but *:,.' We may,at Our Option,open and inspect your packages prior to or after
... M PS.,CQPY HERE . •« you may pay lorlycents for each addoJ"I,$100 oip2cla(ed value II you- ,_.,ya7giv'e Ihenl to us to deliver.
declare a higi value and pay the Eitltlitidrial'char�e,riur liability will be the" . NO C.O.D.SERVICES
.I-
lesser,of your declared value or jhij aotual value oI your package. -, - _ sr'=•�.. - -
• In any event we will noi'be`-IiabI6 ioi afhy,damagest,whether diLeq -' Yde don't prov,de C,pD,services -
incidental,spacial'or coosegiienrial"ln a s ales o1 the declared value of a '` ` RESPONSIBILITY FOR PAYMENT•
`shipment,whether or.not Federal Express had knowledge Inal such••..,t- Y�g pill pt inslrucnons,you wilt ahxays be
! _ damages might be incurred incluarng,but not tinted toi,loss of inoorne Even iI•...,give us different
•-. primariy responsible tar as delivery costs.as well as any costs ' may.
f .. `. or props, '- - r - :i:•'^. •' "'=''-' '-incur in either returning lrour package to you or warehousing it ore ma
j - We wont be liable far your acts or omissions.vtCludriej tut nut kvruted W.-r. -, �•r_ _
wil
improper or irsunidierit packing.securing.marking or addressing,or Ida puAuflfD ACCEPTANCE -
tieactsaum�ionscltherecipientoranyoneelsewilhaninleresrnft -'s_Wl restive the right to reject a shipmem at any that when strch
package.Also.wo won't be fable d you or the tacipent viplalas any of the
linos of our agrrernix,t.We won't be hable lea less Of er:ii 'a to:- 'h rt•r°` likely to Cause damage or delay to other shipments,
sheprnenTs of cash,cunency,or other prottibnad ileln3:-t - equipmed or personnel,di n the banspodation of which is prohibited by
.- ... _ 1nfe.wartt.ba liable I&loss,damage or delay caused try ever8s we ki or is.in+ridarwih of any rules tomairled in This Airtaa a our Service
cannot conlr6i,including bul not limited to acts of God,perils of the air, C"uide'weather,conditions, mechanical delays,acts of public enemies..war q :-'.'r MONEY-BACK GUARANTEE
1,7
strikes,civil commolions.or acts oromissionsof public authorities(indud• In the event of untimely pelivery,Federal Express wdlat your requesl
ing Customs and quarantine 01 with actual or apparent authority and win some limitations,refund or Credit all transportation charges.See
Current Service Guide for further information.
rt DECLARED VALUE LIMITS
-"" ' ,f.• , -• -The highest declared value we allow for Overnight Letler and Courier• h
Pak,Overnight Envblope shipments is$100 For'dher Priorily-1 and r'
` Standard Air'shipments,the highest declared value we allow is$25,0(l0
'unless your package contains items 0"extraordinary value:'in which { '
case the highest declared value we allow is$500,Items of"extraordinary. ,. -, -, ., 1 ,f ` part M1116U0
value:'include ahwork,jewelry.furs,money,precious metals,negotiable h .Rev.10/68

UU11an
Materials Company
RECEIVED
JUN 2 3 1989
LAND 01JALITY SECTION
June 22, 1989
Mr. Tom Carroll , A.G.
Mining Specialist
P. 0. Box 27687
Raleigh, NC 27611-7687
Re: Proposed Yadkin Quarry
(Eller Site)
Yadkin County
Dear Mr. Carroll :
Pursuant to your letter dated May 24, 1989, please find enclosed
two (2) sets of the revised mine plan and calculations. These and the
following comments address the itemized deficiencies of your letter:
1. A typical cross-section details the pit cut slope and bench.
2. Cross-sections are provided for stockpile and plant areas.
Clearing limits and grading/proposed elevations address
shop and temporary storage areas. Grades and spot elevations
are indicated for main access and haul roads. Note adequate
erosion and sediment control measures are proposed for these
and all other areas as specified on the plans.
3. Traps below culverts 4 and 5 will be within our property
limits . Currently we have a twenty (20) foot right-of-way
along the Eastern section of the main access road but
acquisition of a sixty (60) foot right-of-way is pending.
The existing roadway will be utilized initially with proposed
improvements occurring only after acquiring the additional
right-of-way width.
4. The permanent Diversion Berm is to protect the fill at the
inlet of Culvert No. 9 and directs run-off into same.
MIDEAST DIVISION!P.O.BOX 4195•WINSTON-SALEM,NORTH CAROLINA 27115-4195•TELEPHONE [phone]

Page 2
5. A permanent rock dam is proposed below Culvert No. 9 as
protection during installation and as a long-term measure.
6. The fill at Culvert No. 8 (haul road) will be protected
by ground cover and by directing run-off from the roadway
into the quarry pit. All other roadway fill sections will
be also protected by ground cover; erosion is not expected
to be a concern due to the narrow road width, limited fill
height, and minor drainage areas involved.
Rip-rapping of slopes or other alternative measures will be
provided if needed. Silt control measures are proposed
below these areas as further protection.
7. The recommended berm diversion is shown.
8. Construction sequence of our plan is revised so as to
install the rock dam below Culvert No. 8 prior to clearing
the quarry pit. This measure is designed to handle run-off
and sediment.
9. As previously stated and agreed, we will implement any
measures required for visual screening.
We trust you will find the revised plan complete and adequate. In
the event you have questions or require additional information, please
do not hesitate to contact me.
Your prompt response and attention in this matter is appreciated.
Sincerely,
Russ Willard
Manager Mining Services
Mideast Division
/lnh
Enclosures

• y Awr+s.V•
State of North Carolina
Department of Natural Resources and Community Development
Division of Land Resources
512'North Salisbury Street a Ralefgh, North Carolina 27611
Jamcs G. Martin, Governor Stephen G. Conrad
William W. Cobey, Jr., Secretary Director
May 24, 1989
Mr. Russ Millard
Manager, Mining Services
Vulcan Materials Co.
P.O. Box 4195
Winston-Salem, North Carolina 27115-4195
BE: Proposed Yadkin Quarry (Eller Site)
Yadkin County
Hear Mr. Willard:
The initial review has been completed on your application for a mining
permit for the Yadkin Quarry in Yadkin County. The following deficiencies were
noted in the application:
1. The site plan indicates a 25 ft. buffer will be maintained along the
eastern property line. �kiat is the maximum overburden thickness along
the projected eastern pit boundary? The text of your application
indicates a 1.5 ft. bench will be incorporated with every 25 ft. of
elevation change in the overburden. Please show all proposed benches
on the site plan.
2�. Final contours must be noted on the plans. for the stockpile areas and
main access and haul. roads. Also, will any grading work be conducted
for the proposed plant site, shop and temporary storage areas? If so,
please show it on the plan.
Y31 The erosion and sediment control. (E&SC) plan illustrates the two
temporary sediment traps below culverts 4 & 5 located outside of the
quarry property. All control measures must be located within the
Project boundaries. Furthermore, it appears the main access road
directly abuts the Hilton and Watkins properties. How wide a buffer.
is planned between the roadside ditchlines and the adjoining property
lines? The first E-W section of the access road has several control
measures that appear to be located outside of the quarry property.
Has an easement been obtained to allow such activity outside of the
quarry property?
1'.0. Box 27687. Raleigh, North Cart>lira 37611.7687 `lelcphonc 919.733.3833
An i:qual Oppommity Affirmative Action Employer

Mr. Willard
May 24, 1989
Page 2
4. What is the intended purpose of the proposed Permanent Diversion Berm
located at the inlet to Culvert No. 9? The arrows indicate water flow
is to be directed away (?) from the culvert.
5. A rock dam or acceptable alternative is needed below Culvert No. 9 to
control sediment during placement of the culvert and construction of
the stockpile area. This structure could be cleaned out and the stone
spread for the apron for Culvert No. 9. after construction has been
completed. Furthermare, long-term control of runoff from the
stockpile, shop and haul roads is needed at the inlet to Culvert No.
9. The east and west channels to Culvert No. 9. could be extend along
? v grade (770 or 772 contour) and a perforated riser or acceptable
alternative attached to the inlet end of Culvert No. 9. creating a
permanent sediment basin.
D6. How will road falls be protected at valley fill locations? Road
profiles are needed to determine the acceptability of proposed
measures. However, it appears at a minimum that berms with slope
drains will be necessary to carry runoff to a stable grade.
7. A permanent diversion is needed on the south side of the quarry
extending from the 805.9 spot elevation to the inlet to the 24" CMP
slope drain to prevent upslope runoff from discharging directly across
5 a cut slope. Please provide design details on the diversion.
8. At least initially it appears the pit sump will be at the high end of
the quarry_ The Construction Sequence in the E & SC booklet indicates
the quarry area will be cleared prior to the installation of
downstream control measures (#8 - #12) but the chronological sequence
of land disturbing activities given in Item C# of your application
states otherwise. Please clarify. In any event, a suitably size
sediment control measure is needed at the "gate" area to control
sediment during the initial clearing/stripping activities and until
enough overburden can be removed to create a depression with no outlet
that will handle upslope runoff.
9. While the site plan appears to take full advantage of the surrounding
topography and vegetation for visual screening it does not indicate
that provisions for on-site screening will be available should
surrounding vegetation be removed or no longer suffice. However, your
application does state that VMC "will implement any measures required
in this area should they become necessary". Thus, future screening
needs, particularly along the southern property boundary, should be
recognized and kept under consideration. Should a mining permit be
issued for this site it will have a requirement that visual screening
be maintained.

`r
Mr. Willard
May 24, 1989
Page 3
In order to complete the processing of your application, please forward two
(2) copies of the requested information to my attention at the following
address:
Land Quality Section
P.O. Box 27687
Raleigh, North Carolina 27611
Please advise at (919) 733-4574 if you have any questions on the above
ccunents.
Sincerely,
9j i
Thomas E. Carroll, P.G.
Mining Specialist
Land Quality Section
TEC/sl
cc: Mr. G. Douglas Miller,' P.E.

UU1[Un
Materials Company Z­ j
FEB
U�
QUA ITy SECTION .
TjQ�y
January 30, 1989
Mr. Doug Miller, P.E.
8025 North Point' Boulevard
Suite 100
Winston Salem, NC 28403
Dear Mr. Miller:
Please find enclosed, for your review, two copies of the State
Mining Permit Application for Vulcan Materials Company's proposed
Yadkin County, North Carolina quarry.
If you have any questions or require additional information, .
please do not hesitate to contact me.
Very truly yours,
Russ Willard
Manager Mining Services
/lnh
cc: Mr. Thomas E. Carroll, P.G. - w/attachment
Department of Natural Resources
Raleigh, NC
G. K. Mitchell
MIDEAST DIVISION!P.O. BOX 4195•WINSTON•SALEM,NORTH CAROLINA 27115-4195•TELEPHONE [phone]

�5Lq.q FEB _ O 198$
r�T/O LAP'-
OOALITY SECTIO(V
APPLICATION FOR
. NORTH CAROLINA MININGr
PERMIT
State of North Carolina
Department of Natural Resources
and Community Development
` Division of Land Resources
Land quality Section
P.O. Box 27687
Raleigh, North Carolina 276I I
(9I9) 733-3833
rev. 3/88

NORTH CAROLINA DEPARTMENT OF NATURAL RESOURCES AND COMMUNITY D9VFLOPMFNT
LAND QUALITY SECTION
APPLICATION FOR A MINING PERMIT
(PLEASE PRINT OR TYPE)
1. Name of Mine Yadkin Quarry _ County Yadkin
2: Name of Applicant Vulcan Materials Co.
3. Permanent address for receipt of official mail. 4401 N, Patterson Ave.
P. 0. Box 4195
Winston--Salem, N. C. 27115-4195 *Telephone [phone]
4. Mine Office Address N/A
Telephone N/A
S. Mine Manager N/A
We hereby certify that all details contained in this Permit Application
are true and correct to the best of our knowledge. We fully understand that
any willful misrepresentation of facts will be cause for permit revocation.
"Signature Date 7 /9 0
print Name _ Guy K. Mitchell _
Title Vice President
*The Land Quality Section should be notified of change in permanent address or
telephone number.
**Signature of company officer required.
G�.S-. 74-51 provides that the Department shall grant or deny an application for a
1ierftnit within 60 days of receipt of a com2ete application or, if a public hearing
is held, within 30 days following the hearing and the filing of. any supplemental
information required by the Department.., All questions must be addressed and all
required maps provided before this application can be considered complete. Attach
additional sheets as needed.

APPLICATION FOR A MINING PERMIT
A. GENERAL CHARACTERISTICS OF MINE.
1 . Total acreage at site covered by this permit application:
Acres owned Acres leased 140.94 Property owner if leased
Jerry W. Eller. Rt. 4, Box 444-E, Yadkinv_ill e, N. C. -
2. Name of all materials mined: Granite
3. Mining method: Hydraulic Dredge Underground Shovel. &
Truck xx Dragline & Truck Self--loading Scraper
other (explain)
4. a. Expected maximum depth of mine (feet) 160 Reference elevation: 777
b. Expected average depth of mine (feet) 140t
5. Has any area(s) at this site been mined in the past? Yes____ No xx If no, pro-
ceed to Question 6.
a. Acreage of previously affected land(s) at present site that has not been
reclaimed: acres (identify all areas on your mine map).
b. When and by whom was this activity conducted? -
c.. Acreage of previously affected land at present site that has been reclaimed:
acres (identify ,a:ll areas on your mine map) .
d. when and by whom was this activity conducted? -
e. Do you wish to exclude any areas noted in 5a or c from this permit application?
Yes - No . . - If yes, how much? ' - acres (identify all
areas on your mine map) .
6. Present (premising) use of the' land (estimate acreage- for each) :
Cropland 32 ac Pasture 82 ac Forestry 27 acFish/Wildlife ac
Recreation ac Other ac
7. Proposed land use- after mining and reclamation has been completed
(estimate acreage for each) :
Cropland ac Pasture 82 ac Forestry ac Fish/wildlife 59 ac
Recreation ac Other ac
B. DETERMINATION OF AFFECTED ACREAGE AND BOND
1. Number of years for which permit is requested (10 years maximum) . 10
.-2..- Total affected acreage to be disturbed during initial year of operation:
a. Area used for tailing ponds 0 acres
b. Area used for stockpiles 7 acres
c....Area used for waste piles . 0 acres
d. Area used for processing plants and onsite haul roads 2 acres
e. Area of mine excavation(s) 5 acres
f'. TOTAL a-e 14 acres
3 . Estimate the maximum amount of land to be disturbed and unreclaimed
at any one time during the life of the permit. 32 acres
2

APPLICATION FOR A MINING PERMIT
4. Check acreage to be bonded*: Total affected acreage figure from B2f OR B3 (page 2)"
whichever is larger, equals acreage to be bonded. (See 15 NCAC 5B.0003 for bond' '
amounts. )
0 - 4.99 acres x 10 -- 24.99 acres
5 - 9:99 acres 25 + acres
S. a. Will you file a blanket bond or other security covering all of your
mining operations in North Carolina? Yes x No
b. ' Have you already filed a blanket bond or other security? Yes x No
6. Risk, any mining permits previously issued to the applicant.
"See Attached Sheet"
C. PROTECTION OF NATURAL RESOURCES
1 . a. Will the operation involve washing the material mined, recycling process water,
or other waste water handling? Yes No .x. If yes, briefly
describe all such processes including any chemicals to be used.
b.-Will the operaEion involve dewateri_ng the mine or discharging fresh or waste
water from the mine or plant. Yes x No If yes, briefly
describe the nature of the discharge and locate all proposed discharge points
on your mine map. The mine will be dewatered by dischargA from the quarry
sump.
c.• I£ you answered yes to either la or lb, provide evidence that you have applied
for or obtained a water quality permit from the Division of Environmental
Management, water Quality Section. Application for NPDES Permit is attached.
*In lieu of the surety bond required by this section, the operator, may file with the
Department a cash deposit, negotiable securities, a mortgage of real property
acceptable to the Department, or an assignment of a savings, accbunt in a North
Carol-ina bank on an assignment form prescribed by the Department. The amount of
:Land disturbed and unreclaimed at any one time nnist not exceed the bonded amount.
3

NORTH CAROLINA MINE PERMITS
MINE NAME PERMIT NUMBER
NORTH 34-2
PIEDMONT 34-3
STOKESDALE 41-8
SHELTON 17-1
GREYSTONE 91-1
ELKIN 86-3
ENKA 11-3
115 QUARRY 97-2
PINEVILLE 60-5
EAST FORSYTH 34-5
SOUTH FORK 34-4
421 QUARRY 34-1
CYCLE 99-1
PILOT MOUNTAIN 85-3
HENDERSONVILLE 45-1
SMITH GROVE 30-3
wHITAKERS 64-2
TAR RIVER 39-3
158 SAND PLANT 30-2
MOORESVILLE 49-4
STONEVILLE 79-9
-'BOONE 95-1
GOLD HILL 13-4
MORGANTON 12-2
ROCKINGHAM 77-1
CABARRUS 13-27

APPL ICATTON FOR A MT'N LNG PERMIT
2. a. Will the operation involve crushing or any other air contaminant emissions? '
Yes ^�4 No If yes, indicate evidence that you have applied
'for or Have obtained an air quality permit issued by the Division of
Environmental Management, Air Quality Section or local governing body.
.Air Quality Permit Application is attached.
b.- How will fugitive dust from stockpiles, haul roads, etc. be controlled?
Fugitive duet will be controlled on haul roads by use of a water truck.
Water shall be applied at the appropriate areas throughout the crushing
circuit as well by use of spray bars. Fugitive dust from stockpiles will
be controlled by the use of portable rainbird sprinklers.
3. Describe in detail the chronological sequence of land disturbing activities and
reference the sequence to the mine map(s) . Attach additional sheets as needed.
1. Construct access road and implement all erosion control measures.
2. Clear and ;;rub initial quarry area, office and scale areas.
3. Strip overburden in initial quarry area and begin the fill of the
stockpile area to el. 770.
4. Construct any berms required.
S. Develop the plant area and install a portable crushing plant.
G. Install the office, scales, and shop facilities.
7. Improve existing roadway for industrial use.
8. Expand quarry .limit as required to supply markets crushed stone.
9. Expand plant and stockpile areas as required.
NOTE: See accompanying text for detailed constrution sequence of sediment
and erosion control measures.
4

APPLICATION FOR A MTNING PERMIT
4. a. How wide a buffer'will be maintained between any mining activity
and any adjoining property or highway right-of-way?„Show all buffers on mine
map(s) .
25 Feet From Property Line
50 Feet From Highway
b. Describe other methods to be taken during mining to prevent physical hazard
t.o any neighboring dwelling house, public road, public; commercial or .
industrial building from any mine excavation. Locate all such structures on the
mine map if they are within 300 feet of any proposed excavation. '
All property surrounding the mined area will be adequately buffered to
prevent any erosion onto adjoining property owners. Slopes will be
placed on no steeper than 2:1 ratios and will be properly revegetated.
Posted signs "Danger Open Pit - No Trespassing" will be placed around
the perimeter of the operation at a 100 yard spacing. Vehicle access
to the site will be controlled at the entrance of mine on SR.1711.
All drilling and blasting will be conducted in accordance with all.
applicable United States Bureau of Mines and North Carolina Standards,
and upon recommendations of our consultants. Distance to the closest
dwelling approximately. 350 feet.
Jer.itry
Describe what kind of barricade will be used to prevent inadvertent public
along any high wall area and when it will be implemented.
Six feet high chain link fence with three strands of barbed wire.
5 ,

APPLICATION FOR A MINING PERMIT
5. Describe specific erosion and sediment control measures to be taken during
mining to prevent offsite sedimentation (include specific plans for erosion
control for mine excavation(s) , waste piles, access/mine roads and process areas) ,
and give a detailed sequence of installation. Locate and label all erosion and
sediment control measures on the mine map. Engineering designs and calculations
shall be required when needed to justify the adequady of any proposed measures.
Specific erosion control measures illustrated on site plan & engineering
calculations are included under separate cover.
6 a. Describe methods to prevent landslide or slope instability adjacent to
adjoining properties during mining.
A 25' buffer will be maintained from adjacent- properties and overburden
cut slopes will be constructed at a 2H:1V slope angle and seeded immediately
upon completion.
b. In excavation(s) of unconsolidated (non-rock) materials, specify the angle
of all slopes including specifications for benching and sloping.
� lr,'�� ✓ "''Overburden slopes shall have. a 15 ft. bench incorporated with every
25 feet of elevation change.
Final. overburden slopes will be at a 2H:1V slope angle. ,
c. In hardrock evacations, specify proposed bench widths and heights in feet.
Fifteen degree bank slope offset from vertical with a 30 ft. wide bench
at 80 ft.' intdrvals'.
I
6

APPLICATION FOR A MINING PERMIT .
7. Are acid producing minerals or soils present? Yes_ No X If yes, list all such
minerals, their relative abundance and indicate their location(s) on the mine
map. How will acid water pollution from the excavation, stockpiles and waste
areas be controlled?
S. Describe specific plans (including a schedule of implementation) for screening
the operation from public view such as maintaining or planting trees, bushes
or other vegetation, building berms or other measures. Show the location of
all visual screening on the mine map and provide cross-sections through all
proposed berms. .
The quarry site is located in ­a--ruxal area surrounded by broad areas of pasture
land and trees. A minimum oL2_;�keet is to be left as buffer between the property
Dine and any quarrying activity. Given the topography of the surrounding land
and the expanse of wooded areas, no problems are forseen with respect to screening
quarry activities from public view. Vulcan Materials Company will implement any
measures required in this area should they become necessary.
9. Will explosives be used? Yeses- No_. If yes, specify the types
of explosive(s) and describe what precaution(s) will be used to prevent
physical hazard. to persons or neighboring property from flying rocks or
excessive air blasts or ground vibrations. Locate the nearest offsite
structure(s) to the proposed excavation(s) on the mine map.
,A. Initial quarry development, as indicated on the site plan, has given
consideration to the proximity of our neighbors and the overburden over
the stone deposit.
B. The location of each residence and structure near the quarry will be
identifiable through the use of a grid aerial photo relative to the
grid .location of each blast.
7

C. Drilling, loading, and blasting operations will be performed by
qualified personnel who will follow the blasting techniques and
procedures recommended by blasting specialists.
D. Records for each blast will be maintained and include the following.
number of holes, pattern, depth, total pounds of explosives, maximum
pounds per delay, burden spacing and stemming and blast location.
E. We will monitor �11 blasts with a seismograph and record the location, .
distances from the blasts--and identity—of"tfie property owner where
the unit is located.
F. Each seismograph recording will be analyzed by an independent
seismologist and records maintained by Vulcan.
G. Gel type explosives will be used.
7 (Cont'd)

10. a. What .is the pre-mining depth (in .feet) to the seasonal high and low ground
water tables? High ft. Low ft. What is the source(s) of this
information?
See l0b.
b. Will any part of .the proposed mine excavation(s) extend below the water table?
'Yes— No_ If yes, do you intend to dewater .the excavation(s)? Yes_
No If yes, what impact, if any, will mine `dewatering have on neighboring
wells? Locate all existing wells on the mine map that lie within 500 feet of
the proposed permit area. Provide data to support any conclusions or
statements made.
A preliminary hydrologic reconnaissance has indicated that :there:.will'.be :.no
significant adverse impact on neighboring wells, however, a hydrologic
assessment performed by an independent certified hydrologist will be forwarded
to the department upon completion. - Issues in 10a. and 10b. will be addressed
in this assessment.
11. Will fuel tanks, solvents, or other chemical reagents be stored on-site?
Yes No If yes, describe these materials and how they will be stored
and show the location(s) of all storage facilities on the mine map.
1. The chemicals and petroleum products anticipatea ;:or use are:
a. Gasoline.
b. Diesel fuel.
C. Engine and gear oil.
d. Hydraulic fluid.
e. Greases.
f. Antifreeze.
g. Fuel conditioner.
h. Parts cleaning solvents.
2. The use of all of the above products are required for routine quarry plant
and equipment operation. All storage tanks for the above products are proposed
to be above ground installation and shall conform to all Local, State, and
Federal guidelines for installation. Further, all tanks and tank valves will
be inspected routinely and tanks will be installed in a secure area. All plant
personnel. will be briefed periodically on the SPCC plan and spill prevention
will be a topic at safety meetingq.
8

Spent oils and antifreeze shall be collected in above ground tanks in
compliance with local. State and Federal laws and regulations. The
spent materials will be disposed of by an EPA approved and permitted
waste handling firm. It should be noted that parts cleaning solvents
shall be used in a closed circuit system and that spent solvents will
be disposed of by the chemical supplier. VMC will require all disposal
be in accordance with EPA regulations. Equipment cleaning shall be
with a closed circuit steam system. Cleaning solvents will only be used
in small quantities- as required for minor equipment repair. Major
component repair is handled through Vulcan's Central Repair facilities
at an offsite location.
r
$ (Cont'd)

APPLICATION FOR A MINING PERMIT
D. RECLAMATION PLAN
] . Describe your .intended plan for the reclamation and subsequent use of all
affected lands and indicate the general methods to be used in reclaiming this
land. This information must be illustrated on a reclamation map.
Reclamation of Vulcan's quarries is an ongoing process. Through onsite
inspections, Vulcan Matr_rials Company will monitor, on a periodic basis,
the sites for areas that need work in erosion control and offsite
sedimentation. After the mining operation has ceased, all of the
affected land will, be placed back to as natural a slope as possible.
These lands will be sloped for drainage, contoured, graded, and seeded
per the approved seed mix.
2. a. Is an excavated or impounded body of water to be left as a part of the
reclamation? Yes xx No If yes, illustrate the location of the body(s)
of water on the reclamation map and provide a scaled cross-sections)
through the proposed body(s) of water. Will the body(s) of water be stocked
with fish? Yes_ Noxx If yes, specify species.
The quarry will be allowed to fill with water creating an 8 acre reservoir
with an average depth of 105 ft.
b. Describe provisions for prevention of noxious, odious, or foul water
collecting or remaining in mined areas. Provide details on.any permanent
water outlets.
Routine environmental iaspecLion of the site will include sampling of.
water bodies to ensure a high. standard of water quality.

APPLICATION FOR A HINTNG PERMIT
RECLAMATION PLAN
3. Describe provisions for safety to persons and to adjoining property in all
completed excavations in rock including what kind of permanent barricade
will be left. The location of the barricade must be shown on the reclamation
map.
"No Trespassing - Open Pit" signs will be placed around the perimeter of the
mined site. A fence, rock boulders or a berm will be constructed around the
pit area. ' Access to the mane via auto will be limited only to the front
entrance.
4. a. indicate the method(s) of reclamation of overburden, refuse, spoil banks or
other such on-site mine waste areas, .including specifications for benching
and sloping. ' All over burden slopes and fill slopes are to be constructed "
with 2 to 1 slopes or flatter. The slopes are to be seeded with a
prescribed seed max designed to suppress the velocity of run off and keep
any erosion to a minimum.
b. Are any processing waste, overburden or other such mine wastes to be disposed
of off-site? Yes No xx If yes, describe in detail what these
wastes are and how they will be disposed. Attach a separate site map(s) showing
the location(s) of the disposal area(s).. Include all specifications for erosion
and sediment control.
10

APPLICATION FOR A MINING PEPMIT
RECLA1ATTON PLAN
5. a. Describe reclamation of processing facilities', stockpile areas, and
onsite roadways.
The area occupied by the processing facilities, stockpiles, and on
site roadways will be re-graded and contoured back to the original
ground contours where possible. These areas will then be seeded
per approved seed mix.
b. Will any onsite, roadways be -left as part of the reclamation? Yes X No
It yes, identify these on the reclamation map.and provide details on
permanent ditch line stabilization.
The main access road into the property is to be left i,ktact. The ditch
lines are to be rip-rapped, and or seeded to prevent erosion.
6. State the method of reclamation of settling ponds and/or sediment
control basins.
Sediment control basins are to be cleaned out and reclaimed. They will
be filled .in, contoured and seeded per R R.C.D. 'seeding specifications.

APPLICATION FOR A MINING PERMIT
RI?CI,AMA,rTON PLAN
7. State the method of control of contaminants and disposal of scrap
metal, jursk machinery, cables, or other such waste products of mining. (Note
definition of refuse in The Mining Act of 1971) . No off--site generated waste
shall be- disposed of on the mine site without Prior written approval from the N.C.
Department of Natural Resources and Community Development, Land Quality Section
. and either the N.C. Department of Human Resources or local governing body. ,
All generated waste, oils, and chemicals will be properly removed and
disposed of by professional agencies.
All junk machinery, scrap metal, cables, and other waste are removed
periodically as -an on going function of the operation.
All scrap & waste products shall be disposed of in accordance with all local_,
State & Federal regulations.
8. Indicate: the method of restoration or establishment of any permanent drainage
channels to a condition minimizing erosion, siltation and other pollution.
Give design details including typical cross-sections of any permanent channels
to be constructed as part of the reclamation plan. Show the location(s) of all
permanent chaririels on the reclamation map.
'All design calculations are included for review under separate cover to this
application.
12

APPLICA` TON FOR A MINING PERMIT
RECLAMATION PLAN
D. Describe your plan for revegetation or other surface treatment of the affected
areas. This plan must include recommendations for -time of seeding and the amount
and type of seed, fertilizer, lime and mulch per acre and general seeding
instructions for permanent revegetation and, if necessary, temporary revegetation.
Revegetation utilizing pine seedlings only is not acceptable. NOTE: Revegetation
Plan must be. approved and signed by one of the following:
(a) Authorized representatives of the local Soil and Water Conservation
District having jurisdiction over lands in question;
(b) Authorized representatives of the office of Forest Resources, Department of_
Natural Resources and Community Development;
(C) County Agricultural Extension chairmen or Research and Extension
personnel headquartered at North Carolina State University in the School of
Agriculture and Life Sciences;
(d) North Carolina licensed landscape architects;
(e) Private consulting foresters referred by the Office of Forest
Resources, Department of Natural Resources and Community Development;
( f) Others as may be approved by the Department.
LIME - RATE OF APPLICATION:
FERTILIZER - ANALYSIS AND RATE OF APPLICATION:
SEED - TYPES(S) AND RATE OF APPLICATION INCLUDING SEEDING SCHEDULE:
MULCH - TYPE AND RATE OF APPLICATION:
OTHER VEGETATIVE COVERS:
Revegetation and/or reforestation plan approved by:
Signature Date
Title
Agency
I3

APPLICATION FOR A MINING PERMIT
RECLAMATION PIAN
10. Provide a schedule of reclamation that indicates the sequence of
reclamation and approximate time frame. It reclamation is to be accomplished
concurrently with mining, then show on the site map segments that are to be
maned and reclaimed during each year of the permit. Add drawings showing typical
sections or cross-sections and layout of proposed reclamation.
Reclamation will commence immediately upon completion of initial stripping
project and overburden disposal. As the quarry is expanded, reclamation of
the overburden slopes is continued. Continued reclamation will be performed
as necessary throughout the projects life, The timing will depend on market
demand for our crushed stone products.
E:. NOTIFICATION Of ADJOINING I.ANDOWNERS
1. The "NOTICE" form or a facsimile thereof attached to this application must be
sent certified or registered mail to all adjoining (contiguous) landowners
indicated on mine map unless another means of notice is approved in advance
by the Director, -Division of Land Resources.
The completed "Affidavit of Notification" attached to this application must be. .
submitted before the application is considered complete.
14

YADKIN QUARRY
YADKIN COUNTY
REVEGETATION PLAN'
SPRING-FALL-WINTER SEED MIXES
SPRING RATE MARCH - JUNE
Rye grain 15-20 tbs. per acre
Tall Fescue 40-80 tbs. per acre
Sericea Lespedeza 15-20 lbs. per acre
or Red Clover 8-14 lbs. per acre
Mulled Common Bermuda Grass 4 tbs. per acre
or Weeping Love Grass 2-4 lbs. per acre
FALL RATE (MID) AUGUST - OCTOBER
Rye grain 40 lbs. per acre
Tall Fescue 80 lbs, per acre
Sericea Lespedeza (Unscarified) 40 lbs. per acre
WINTER RATE NOVEMBER - FEBRUARY
Rye grain 40 lbs. per acre
Unhulled Bermuda Grass 10 lbs. per acre
Unscarified Sericea Lespedeza 30 lbs. per acre
Tall Fescue 80 lbs. per acre

f'ERTILIZER ALL SEASONS
10-20-20 600 lbs. per acre
-ime 4000 lbs. per acre
Mulch 70 bales per. acre
Mulch to be anchored by one of the following methods:
.1. Crimping with mulch anchoring tool; or
2. Tack with asphalt emulsion - 400 gal. Per acre.
REVEGETATION AND/OR REFORESTATION PLAN APPROVED BY:
SIGN ATUR
TITLE Landscape Architect
AGENCY ED
o�
DATE (j, 4ar�Z82,"1'
4d
r
4
CHITrcC' �N\
ABERNE

ADJOINING PROPERTY OWNERS
Luther G. Owens
Rt. 2, Box 379
Yadkinville, N. C. 27055
Nonnie Watkins
Rt. 2, Box 382
Yadkinville, N. C. 27055
Nellie & Eugene Hilton
2811 Edwards Sc.
Winston-Salem, N. C. 27107
Joy Purvis
168 Edgewood Circle
Winston-Salem, N. C. 27127
Walter W. James
Rt. 2, Box 381
Yadkinville, N. C. 27055
Gurney Hollar
Rt. 4, Box 248 _
Yadkinville, N. C. 27055
G. E. Savanna Hollar
Rt. 4, Box 248
Yadkinville, N. C. 27055
Freddie & Shirley Doub
Rt. 2, Box 76
East Bend, N. C. 27018
Dale E. Hollar
4827-W..—Bxaddock Rd 11204 230G .,rrv}cw
Ale xander.,—Va..-22311 (•e_a
Frank Flemming
Rt. 2, Box 377
Yadkinville, N. C. 27055

APPLICATION FOR A MINING PERMIT
AFFIDAVIT OF NOTIFICATION
I, Ronald C. Stewart , an applicant, or an agent, or
employee of an applicant, for a Mining. Permit from the N.C.Department of Natural Resources
and Community Development, being first duly sworn, do hereby attest that the following are
known owners, both private and public, of the land adjoining the proposed mining site and
that notice of the pending application has been caused to be mailed, by certified or
registered mail, to said owners at their address shown below, such notice being given on a
form provided by the Department:
(Name) (Address)
See Attached Sheet See Attached Sheet
(Attach additional list if necessary)
I do also attest that the following individual is the chief administrative officer of
-t1e county or municipality in which the proposed mining site is located and that notice of
the pending application has been caused to be mailed, by certified or registered mail, to
said office at the following address:
(Name) (Address')
Charles Mashburn. County Manager P. 0. Box 146, Yadkinville, N.C. 27055
The above attestation was made by me while under oath to provide proof satisfactory
to the Department that a reasonable effort has been made to notify the owners of record of
the adjoining land and the chief administrative officer of the county or municipality in
compliance with N.C.G.S. '14-50 and 15 N.C.A.C. 5B .0004(d) . I understand that it is the
responsibility of the applicant to retain the receipts of mailing showing that" the above
notices were caused to be mailed and to provide them to the Department upon request.
Date Signature of Applicant
If person executing Affidavit is an agent or employee of an applicant, provide the
foliowing' information: (Name of applicant) Vulcan Materials Compaq ; title. of
person executing Affidavit) Ronald Carlton Stewart
1, � � a Notary Public of t e m Co y o ,
State of North Carolin do hereby certify that �e
personally appeared before me this day and under oath acknowledged that the above
Affidavit was made by him. �f
Wi_Lriess my hand and notarial seal, this of day of 19
00tA GrX_1rJA1 Fhl'
Notary
My Commission expires: L -L-1-9CL/ ,1:s'r71.1 CG,.;NI (1 11. (.4
My C4)M S i JW
Ib

s
S'
(I
NOTICE �•I
Pursuant to provisions G.S. 74-50 of The Mining Act of 1971, notice is hereby given
teat Vulcan Materials Company
(Company Name) .. _. .._. _�—
has applied on Feb_ .9 - 1989 to the Land Quality Section, Division of Land Resources, #
(Date)
North Carolina Department of Natural Resources and Community Development, P.O. Box 276871
Raleigh, North Carolina 27611 For a surface mining permit to commence mining of
Granite on 140± acres located 6 East of Yadki.nville
(Mineral, Ore) (Number) (Miles) (Direction) (Nearest Town)
near road 1.711-Sneer Bridge'-Rd ill Yadkin
(Road Number/Name) (Name of County)
In accordance with G.S. 74-50, the mine operator is required to make a- reasonable
effort: to notify all owners of record of land contiguous to the proposed site, and 'to
notify the chief administrative officer of the county or municipality in which the site is
located. The property owner may file written comment(s) to the Department at the above
address within ten ( 10) days following receipt of this notice or the filing of the appli-
cation for a permit, whichever is later. Should the_ Department determine that a
significant public interest exists relative to G.S. 74-51, a public hearing will be held
in accordance with the Department of Natural Resources and Community Development, Mining,
Mineral Resources Regulation Title 15 Subchapter 5B, .0011.
A copy of the permit application materials are on file and available for public
review during normal business hours at the above listed address. For- further information
call (919) 733-4574, 93
(Date Mailed to Addressee)
4401 N. Patterson Ave.
(Address of Applicant)
Winston-Salem, N. C.
27115-4195 I,
i
kn
' i

APPLICATION FOR A MINING PERMIT
F. MAPS
1 . Two copies of the: country highway maps and two copies of all mine maps shall be
­
submitted with each permit. application.
County highway maps may be obtained from:
Location Department
State Highway Commission
Raleigh, North Carolina 27602
Clearly mark the location of your mining operation on the county highway maps. '
2. Mine maps should be accurate drawings, aerial photographs or enlarged topographic
maps of the entire mine area and of a scale sufficient (see minimum requirements
listed below) to clearly illustrate the following.
a. Property lines of the tract or tracts of land on which the proposed mining
activity is to be located including easements and rights-of-way.
b. Initial, and ultimate limits of clearing and grading.
c. Outline of all pits/excavations.
d. Outline of stockpile areas.
e. Outline of temporary and/or permanent overburden disposal areas.
f. -Location of processing plants (processing plants may be described as to
location and distance from mine if sufficiently far removed)
g. Location and name of streams and lakes.
h. Outline of settling and/or processing wastewater ponds.
i. Location of planned and existing access roads and on-site haul roads.
j . Location of planned and existing on-site buildings.
k. Location of all proposed sediment and erosion control measures.
I. 100 year floodplain limits.
m. -Names of owners of record, both public and private, of all adjoining land.
n. Map legend_
1 . Name of applicant
2 . Namu of: mine
3. North arrow
4 . County
5. Scale
6. Date prepared
7. Name and title of person preparing map
Map scales must, at a minimum, meet the following guidelines:
SITE SIZE (From Page 2, Al) MAP SCALE
0-99 Acres 1 inch=50 feet
100-499 Acres l inch=100 feet
500+ Acres 1 inch=200 feet
NOTE: THIS APPLICATION WILL NOT BE CONSIDERED COMPLETE WITHOUT ITEMS 2a-n BEING
ADEQUATELY ADDRESSED.
17

APPLICNrION FOR A MINING PERMIT
G. LAND ENTRY AGREEMENT
We hereby grant to the Department or its appointed representatives the right of entry
and travel upon our lands or operation during regular business hours for the purpose of
making necessary field inspections or investigations as may be reasonably required in the
administration of this Act.
We further grant to the Department or its appointed representatives the right to make
whatever entries on the land as may be reasonably necessary and to take whatever actions
as may be reasonably necessary in order to carry out reclamation which the operator has
failed to complete in the event 'a bond forfeiture is ordered pursuant to G.S. 74-59.
Signature*
Print Name: Guy K. Mitchell
Title: Vice President - North Carolina
Ririe Yadkin Quarry
Company: Vulcan Materials Company
"Signature must be the same as the individual who signed Page 1 of this application for
a permit.
Return two copies of- the completed application and all maps to the appropriate Land
Quality Section Regional Office serving your area. (See attached list of Regional
Offices) .
Tnquiries regarding the status of an application should be directed to the address
listed on the front page of this application form.

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I
YADKI ®UTYIX
NORTH CAROL INA
PREPARED ST THE
NORTH CAROLINA STATE HIGHWAY COMMISSION
PLANNING AND RESEARCH DEPARTMENT
IN COOPERATION WITH THE
U.S.DEPARTMENT OF TRANSPORTATION
I FEDERAL HIGHWAY ADMINISTRATION
BUREAU OF PUBLIC ROADS
NOTE MAP INCLUDES ONLY STATE MAINTAINED ROADS
OR IMPORTANT NON-SYSTEM ROAM
PAREAGE.NOT SHOWN ON FRONTAGE ROADS.
r ROADS SHOWN AS OF JAK 1, 1968
KEY TO COumrr ROAD NUMBERS
-0.3
SCALE FOR ftJLARGEMENTS

E1,536,500 E 1,537,000 I E 1 ,537,500 E 1,538,000 E 1,538,500 E 1,539, 000 ` E 1,539,500 E 1,540,000 _ - _ _ E 1,540,500
E1,536,000 - - -- --- - - - -- -
- -- -- D E E -- S It
- -. v-s R I I RA h L I F,i " . (' I t A N N E
„- D -CREEK e°U cn fl,acre - , S ft
hayed� !: L� L m'°
B
- = w z`
_ FDOUB -
I
I D.O.T. h10.5
-�- �llrll- d III='11111=1rn'I rn+x
- - - f, uDl 1 un=1lTi=lit' - W ED STONE
- - - -
II ,-- -- - J -1l AS H
I 0ITI �h�lll- L- - Cross section Filter fabric
„
717 33
7 r--- _ N861,863. 21 r - -IwT�� .Iillt--11L. Fgillerllayer, -, CLAS�J EIC I �N
x 2 6
720 2 / E 1,538,306-24 TEMPORARY SEDIMENT TRAP III-,1111__i gravel or _ , I. CONTROL TONE Overfill 6"
" Design
01
718. 1 x i 7/8.3 0# , sewed Z''
1 tYP DETAIL FOR RIP--RAP ,.. lop III met
I(for settlement
x ' Le It JR, utl-
IWaa Ia u a Olt min OL�-I
I : x - i �2:l side 4
s n 1 Emer
� > 7/7. O \ 7/5. 9 i I genet
X RIP RAP APRON DITCHES CHANNELS Fitter
o g 7/e.5 \ S F E TEXT, NTS max fix pslo a max bY-Pass P
ll
} a r,a Natural
r sewed top
I lt J R I 1 side slope
72 0. 14 / x _: - geend of dam
1 max
N 861 , 745.52 ' // \
.E 1,536,528.90 719. / su
min
R R RIP RAP LINED CHANNEL Fig re d.60a tempo ary se d menl bap. Stone section
x \ - .
Constructlop 1. Clear,grub,and strip the area under the embankment ofall vegetation and
' 7/6. 8 x I Specifications met maL Remove all serface soil Containing high amounts of organic r f � i
_ p b 6 e matter
7/8. / and stockpile
\ G L GRASS LINED CHANNEL or dispose of it properly.Haul all ohlauomble material to the
7/8.5 \ X designalal Aisposal urea
x7/9.9 ' x 7/4. 9 % TYR SEDIMENT - TR �TFMP)
1 - SEE - TEXT. NTS
0
718. 1 \ I
O
/ Pipe Outlet to Flat Area-
No Well-defined Channel
719. 0718. 1
/ T -
1 x
,
\
X I HOLLAR 'd° °^ --- " A II
/8.
719.5 14 0 . 9 4 AC. TOTAL- 720 Compacled soil 2
X \ \ I' min ►I 1-
1� + F1oW - Plan
19 min
t
719. 2 \ II''I�I - I I 111(I L�III�III III III 1 1 4.
La
X
�o
' t' 6' typical `
.Y
rs I
HOLLAR � �2° � \ \ DETAIL TEMP. DIVERSION DIKE blanket • Notes
SEE TEXT NTS section AA �Fllter
1. La is the length of the riprap
UNDISTURBED AREA ._ \ _ _ -�
/ apron.
Pipe Outlet to Well-defined
/ Channel 2. d=1.5 times the maximum
_ - - ►I I� 2 1 min top stone diameter but not less
7/8. 2 than 6".
x ° --- - steep cut tL 6 freeboard
720. 7 L - -- 12 v_ - - I slope r�I h �IIII�hI lIII1 i =jM-till l� _ % 8 tend the paroln up the ned channel channel
ex
or 11
x 751 .68 _ r "� 711 II, A t{ elevation of6-
x / 2,1 slope above the maximum tailwater
J
720.5 �.�
� .�- _ __ - N 861 ,093. 47 _ �_. � - -- - � \ Y �� - :• or natter -; - depth or to the top of the bank,
I730, / / E ,538,944 04 --,- / O whichever is less.
- 1 DETAIL PERM DIVERSION DIKE 4 A filter blanket or litter fabric
-
�: - - - Q T, PI should p installed between
,- --. _ _ i� I E�/ an the riprap and Boil foundation.
o / - i
/�
8 � �� , � - - _ -- NTS _
---- T -- -- - o
_` 1
ID <, -
/ 726.2 ��
i
m A N 860,986.69 I / / - � � 74rJ _ � / � � � �. - p La '
z E 1,536,539.20 --
745. 66
N 860,930.47- -.- / � _-� .r ... d 7
R0 K D M . I /E 1538,375.5 -- - _ �- I CLASS B ErCOSIOi✓ I _
a / , - Section AA tfilf` � 3 l III
--
.S 5 ----- - \ / i IIII III I � -
s, I �'
EIR 750 / - \
_ _
1'� i, ,. / \ � k Filter
_ _ _ 722. 69 � �XT � .�- W blanket
7 3. o _ I OUTLET
--_ \� j' i t 1�..,�-^s H `�. I CLASS II
n
E 1 ,537,270. 18 SEEATEX P NTS
\V�3 �� ,_.. ,. I. �� � , A �I I�/ _ - WAS AEA 7 FABRIC r � DikeF m1l y1
y
rA 1 �� � _ - / - 770 f Hold-down slakes,C 1.5r min
96 p �ITII=11111
� Op F 0 �
\ \ - -
�-
a=IIII=111jj=
iMet� l=uilsr�r
0' spacing � ` -II {IIII- uIl�il�llllhl, r
>j ; _ � ,, ,_ ILY WOODED _ 3 � • �✓ z• i-
_ --- � � � � � 7 0 j � j - F IIIkI
_ _ --
� i -
� A REA�y --- - � • Plaatic
_ corrugated •, :.- 111 = ..r".,.e 4,,. , ..;.... .. ...
/ r 3 `'. ( ~\`� 3� .. I \ / 80. F/ pipe ♦ Ilr Y,,..wrwc _
_ 1
30 RIP RAP AP N� / / E-D-- - -
E / _- _
i'
7 _ r
SEE DETAIL � � � i / I � - � I � 77 -- - F�`"
'�. h HEAVILY A
p HEA LY 4HC► D �� FA61Efc
/, � c� ' I ` ( � ,' ARE s abilixe ,a
I 01
EN T /�✓__ pCZY - / j �� - -- a h �101 °
NMP-SEA \ ( 0 QUARRY �\ M d tier _ u=
e
e, -- :�� H-4Y W -1 - - - / rn - _ 1-1i - t ,,,
- PHASE
DETAIL ROCK CHECK DA
/ SEE TEXT NTS__- '-�-T- �,_•.
I_
-
SEE E E X � r M l,T R o - 770 �� -- - - - _ - - ---
- -- WITH PIT _ - - -- - 4
W _ - - 0) RAP APR N
750 . �- SEE DETAIL % / - �_ l�level section "
_ D E TA I TEXT
T ----�-
- --
�� _. � 775.5 IZ �� 0 �� { � Plan View
( _ - I�
P 1 8 C P V �•_ �- �I _._ ___ __ I x 78 + I --- - v 1 Standard T-section
- c r UiLTI ATE ,Y Y . UARRY - LI T -PHASE I ] t-OF ,
SLOPE DRAIN s / ? f7 I
C2UTLET BELOW r' - _ - IN I&
2 sTocKP1LE - s�I E �� !- ; - au�►Rr�Y TY SLOPE DRAIN DIKE
\� P S L
AREA 773. E SEE TEXT, NTS
�.. \
I r �-- c� I
APPROX. �1LL _ � �1 V � � � �,. t 1 ; � �
7 - - x ICU Ft A - �'� EO ,
T SLK E RAi o - ' _ II 60 - - - _ 4 CO . f' �' ► > FE �E
E 210000 CY. TO II
25 IN9 = I SIDE SLOB - -
I SE T T779. E ? 770 RE ENT
AENT OVERBURDEN II CULVERTN,0- 9 - - - - RAMP - . .x 5ti \ FLEMING =
S S 5 CMP_ PLR -- Vp I r i �4 P \ -- __
I ��, x I► I
I EE TEXT - -
- -
--- RA
F \ j I N
I . STOCKPI l
I
I � I S�- - C7 ,I �� e A 0 � 258UFFER_ Df�lE - 8do - =
I 779.3 A 768.E - -� ` Q
X II x _ RA l?F h x y s *\ Lf; 7uw)
� GREEN BELT�707 CULVERT 0.9 , G� UPERMANENT It ',FAST C � G f d
l7 8 DIVERSION BERM r + f SEE D AIL TEXT f ',: 1, \
1
x
C�ILYERT 2' IGH, 2: 1 SID Ste'' � i -___ INITJAL C� Ahlr ARE
NQ9,WsT c}�_ � I s CS:
- 4{ I H I ; H y. r.l S % ;'+--�___-\ � I � % ' r' strips o netting parallel to the
In channels,roll out 1
SEE DETAIL i"EX T , Lp / direction of flow and over the rotective
J �1r=r
------ - P 'mules-- .-
I \` o R I _
-
LIM �: - - --- - -
1 % - _J12� MF .t$LOP-E_DR I,N
------ ----- --
--- - - - _:, ; - - �, I t 0 �� �f \ - t 31.5 HIGH BERM I N LE I
m - q >7 - - reach
�� I /, ✓ / / � ,: _._-- , I, �I _ a 6-m nett
j - l SEE DETAIL EXT -
- - -- _
+ �� / -' �' � - _� ,� L:�10� I ON�� ui fi ION F1 R � 78, � I
7 � FOt I L �LOCA 0 - _
r� rig in
4 - - 783. 81 \ --- ----- ."-- - - ' `i 780 --- --.. . NETTING A overlap Join strips by anchorim:
775.25 ? _
I 7859,928.44 UA ULTIMATE UARRY) DETAIL NE G AND
N 859, 971 . 60 --- EDIMEN ° / _ - --_ 1 _ and overlapping.
E1,537,074. 15 - �9 - - - \ Aso - _ STRAW FOR V- SHAPED
_ - ---- \
E 1,536-w\f 35 ,.Y _ / \ - \ \
-- o� FENc � ,. 830
TRAPEZOIDAL DITCHES
pp
i
/
kI}- A4�
_ ,i W. DI TCH=�CJPPE �- v
i `v r SfE D ILT SV � BED LO -
;- MPORARY I NQ DING , ! II i EE DETAIL ,TE' ` %� ^'M�, i �0
STORAGE z / 40 H I RM A ET
C L�/ _I�, �� x E I I'rH I L T x 837. 7
I AREA FOR i/
/ USED „ ' /� \ 5 NQ 7 M P
T 5�0 �
EQUIPMENT �' j' a.
I
"• �/ �� N 9,, 809 .06 +,c. X Rt� +1 r ram. - - I/
L- .� EL
--
. i 79 ,� E I 537 905. 15 i, ,; o
. 59.673. 74 � �"k ! .
_ ETA IL TE S E_ C Tat ,LE 4 II
8 N as9,s88 4. RIP RA APRO,
RA'b • 1,538,9 7. 42 � EE DE LL, _ P � .v r
I RIP { P A ON
- WOODED-_,'' C iJ LV E N,O: 7 0 - - - x
HEAVILY / I /' - --- -- - - = � � ..., 8/oTEXT `g � ,
1 i1 Tfl- ---- U tit€ T= ' - Ck1 T 0 ,
W. DI T L0,1+1E
SEE 3E
AREA- -- A. SEE �Ik T - - I
E E TC SEE TEXT --
v I
IIILIII - III=1 111=1 I- _ -
- � I 80 `� � ULVt;R a• 7 - - - _- -.- - - - - - -
O
z IIlllllII -(I�1TI1=1 I 11 _lii 1- r _ i r ' 1�t
;' -- 1 C� / ,- CLEARI _,G� � � _ tfR_RIN_ _ 'I sa3 .71
DIfiOH SE I Ekfi IM I
Compacted fill \ O - 1 /
O ---- L MI T' - 835.8
GR� _
D C.Tei1 __- / \ • o 24 © x E 18539, 99459,472. 063
-
0 ADE i
j C�JLVERT -r I
ackfill min 8 8 --- _ 5 R EL. 35
uce iii v W t�IT�KS TEXT CULVERT N0. 1
---- --
--' _ �$ CMP;SfE TEXT £ULVER
thick layer of gravel Filter fabric \ � A RE fk- /
,_, , �- 820 - - � _ ,, �ULbE�T1 N 0. E : D I TC .S E�
\ -- / -- - - -- - £UtEf�T 0 5 M . SEE. TEXT TE /
_ r t E D TCH E r'2 `1` ,
g-A
e
810 2 -
110
-
i ICI l 111-I H O L L A R �, w 83D _-� /i I
Ih� ._IIIII o i - / _ �Q /
V-trench III
IIII I-� - _ oC / �30 /
20
NOTE : r ° , r i
into the trench / A / ' �� ��° 0
Extension of fabric and were �� �� �
0
Filter fabric-�
-A WASTEWATER PONDS ARE TO BE AT ;
��U')JI � ��� � f �� >\ �✓.- CULVERT N //�
�,�I I I NO SETTLING PONDS OR PROCESSING
t- were -
� �-�1 � THIS SITE � �� /� - � ' 1 ��� � �� � SEEITCXT
� I
_ r_ -1 IL-t,-,11
�9 �
� - 37. 5 �
IIII=< ,>Ii, 1=1 2�SEE TEXT FOR CONSTRUCTION SEQUENCE
4, � ,
OF SEDIMENT AND EROSION CONTROL DEVICES �� 8,30 - s /HE vWO.O �
NEAREST OFFSITE STRUCTURE x BADE" P , T A
TO THE EXCAVATION
DETAIL SEDIMENT FENCE c - -- - - �- - - - -
M.� i CLASS
E _
z CvNr,2oL Sro7✓
:: 4. , " -
1 H = ' W R=�S
3
i
4 � � cLAssa \ � ? �' I � ' SEEr TEXT-
SOt E'iP-HEAP '- O 1
STOCKPILE DIVERSION BERM ' - g� ° is /IR R P APRON \V .
EL.770 AREA EL772 S
SLOP FEO x. f � , �� ao:r IF r6ie �_ . A 1
\, f ►' PtT w � • � SEE ET L,TEX OWENS
i7 0 A WCo S 7 e i
F I I I // \v I TYP S� pp -5ro,dE FABRIC i / CUL ERT NO-3
1� 54" C,M.P, --- -_- -3 _ E T yp a / 24` MR, SEE TEXT
- 9 a xG ADIE 01I�T �z
i a i i
SECTION A-A � " �.+ a
EL.732 �� o z`
CLEARING LIMIT � FAFrM
CULVERT N
SCALE I 30 ROAD 4 S.
.SEE TEXT Cr
e
DETAIL ROCK CHECK DAM
/ I
CULVERT NO. 9 - ¢
o
� � _ ' WTYvP T MP S DIM T TPAP, C 3
,�Y P. T P. SEE TAIL x
838.08 ¢ E DIME 11It.T TRAP $E T ��� Ri� RAP PRON 842.5
E 1,539,649.058
, � ,XT ,,S�E D AIL , TEXT
R
� EE DE AIL REF A
LEGEND �
Vulcan Maia/s Company -
CONTROL POINT - IMPROVED ROAD VERTICAL DATUM - MEAN EA LEVEL lit(.tIVE ' 8g
HORIZONTAL C `T '
DATE OF PHOTOGRAPHY 7-29-88 d DIRT ROAD ----� DATUM � � � ACCESS ROAD TO
N VERTICAL CONTROL POINT NATIONAL GEODETIC , OF 1929 � T' BE
S U� Mideast division JUiV 23 19$9 CULVERT ERT NO, 2 WIDENED
ADED AND
INDEX CONTOI - --23/O� BUILDING ® ® -
JR r CULVERT N0. 2 CULVERT 18"CMP.
_-- LA,iP NIAUTY SECTION W. DITCH,SEE 24'CMP SEE C
INTERMEDIATE CONTOUR -�- LOCATED OBJECT
FENCE -K X- )CULVERTIENO TEXT E ,CCULVERT
ICH, SEE O
DEPRESSION CONTOUR DETAIL TEXT DETAIL TEXT
COMPILED PHOTOGRAMMETRICALLY BY(+- x SPOT ELEVATION 23/2.5 POLE 00 YADKIN QUARRY, ELLER SITE YADKIN CO.
TREES '„� �3 �3 ,00 o ,00 zoo _ 9 CULVERTN0.2 W. DITCH, SEE DETAIL, DETAIL, TEXT
E- DITCH, SEE DETAIL , TEXT
PILE - - PROPOSED SITE PLAN TEXT
BELL MAPPING COMPANY-WINSTON-SALEM N.C. WATER BRUSH _ t T SCALE , ,00 n AT I - �i- R g e5z.z l
CONTOUR INRVAL 2'

j99
9
VZTL CRN MRT E R 2 AL S C OM P AN Y
ELLER SITE
SEDIMENT AND EROSION CONTROL PLAN
JANUARY 17 , 1989
REVISED: MARCH 19 , 1989
REVISED: JUNE 21 , 1989
REVISIONS :
1 . Construction Sequence - add Culvert #9 Rock Dam and change timing
of Culvert #8 Rock Dam.
2 . Narrative - add discussion of Culvert #9 Rock Dam.
3 . Supporting Calulations - add design for Culvert #9 Rock Dam (p. 32 )

CONSTRUCTION SEQUENCE
1 . Clear access road.
2 . Install Temporary Sediment Traps and Rock Dams below access road
culverts .
3 . Install access road culverts and Rip Rap outlet Protection.
4 . Begin grading access road.
5 . Install road ditch and channel linings , and vegetate all disturbed
areas immediately upon completion of any section of the roadway.
6 . Complete access road.
7 . Install Rock Dams below Culvert #8 (Ramp Culvert) and Culvert #9 .
8 . Clear quarry pit area .
9 . Install Culvert #8 and Rip Rap Outlet Protection.
10 . Install Culvert #9 and Rip Rap Outlet Protection,
11 . Install Culvert #9 inlet channels , line and vegetate channnels
according to specifications .
12 . Install Temporary Sediment Traps at Temporary Slope Drain Outlet
locations below toe of fill north of Stockpile and Plant Area.
13 . Begin overburden removal, ramp construction and fill placement.
a. Begin overburden removal from west side of site and proceed
eastward allowing the excavated area to act as a sediment trap.
b . Install Temporary Dike and Slope Drains along at top of fill
along the north side of future Stockpile and Plant Area.
c . Maintain the Temporary Dike and extend the Temporary Slope
Drains as fill rises .
d. Install the Permanent Slope Drains and Berms at Quarry Pit as
soon as overburden removal is complete in those areas .
14 . Inspect all sediment and erosion control measures after each
rain event . Make any needed repairs and remove accumulated
sediment from measures when 1/2 full .
15 . Complete overburden removal and fill placement.
16 . Install Permanent Dike along top fill above the 54" CMP inlet
south of Stockpile and Plant Area.
17 . Remove Temporary Slope drains and insure drainage for Stockpile
and Plant Area is to channels and 54" CMP south of the fill .
18 . Vegetate all disturbed areas according to the Vegetation Plan.

NARRATIVE
1 . Land Grading
Approximately 210,000 CY of overburden will be removed from the
Quarry pit area and utilized for ramp construction and fill
material for the stockpile area.
All fill slopes are to be 3 : 1 . The fill slope on the north side of
the stockpile area is the most vulnerable to erosion . Temporary
slope drains and a diversion dike will be maintained on top of the
fill slope at all times . The filling operation will be carried out
in such a manner that all runoff is continuously diverted to the
slope drains and diversion dike on the north side . When the fill is
within 2 ' of grade the slope drains may be removed and the fill
area graded so that all runoff is diverted southward to the grass
lined channels and permanent diversion dike above the 5411CMP inlet .
Immediately upon completion of grading all disturbed areas will be
stablized per seeding specifications .
2 . Culverts with outlet protection. Practice 6 . 41
All culverts will have a minimum of 2 . 5 ' of fill from the top of
.the culvert to roadway subgrade . All culverts are designed to pass
the peak discharge resulting from the 25 year 24 hour storm event
without overtopping the roadway. Rip rap aprons will be utilized at
all culvert outlets and are designed to prevent erosion from
velocities resulting from the 25 year 24 hour storm event.
3 . Roadside ditches and channels . Practice 6 . 30 and 6 . 31
All roadside ditches and channels are designed to convey runoff and
remain stable during flows , resulting from the 10 year 24 hour
storm event . All grass lined ditches and channels require straw
and net as a temporary liner. some sections of roadside ditches and
channels require rip rap due to excessive slope and velocities.
4 . Quarry pit slope drains
Both permanent slope drains discharging into the Quarry pit are
designed to pass the peak discharge resulting from the 25 year
24 hour storm event without overtopping the permanent dike
constructed above each slope drain.
5 . Temporary slope drains , Practice 6 . 32
Temporary slope drains with temporary dike located on the north
side of the stockpile area are designed to pass the peak discharge
resulting from the 10 year 24 hour storm event without overtopping
the dike.

6 . Temporary sediment traps . Practice 6 . 60
Temporary sediment traps will be installed at the outlet to all
temporary slope drains on the north side of the stockpile area and
below the outlets to culverts 1 , 2 , 4 , 5 . The traps are designed to
pass the peak discharge resulting from the 10 year 24 hour storm
event and provide sediment storage adequate for 1 year.
7 . Rock check dams. Practice 6 . 63
The rock check dam below culvert #3 has a life expectancy of less
than 1 year. Therefore, the spillway was designed to pass the peak
discharge resulting from the 10 year 24 hour storm event. The basin
volume was designed to contain the sediment generated from the
contributing disturbed areas for 1 year.
The rock check dams below culverts #7 and #8 have a life expectancy
of 1 to 3 years . Therefore, the spillway has been designed
to pass the peak discharge resulting from the 25 year 24 hour storm
event . Though not calculated, stage storage behind culverts
upstream and loss of the Quarry pit area from the contributing
drainage area is expected to reduce the peak discharge . The basin
volumes are 1 . 5 to 2 . 0 times greater than the volume required to
contain the sediment generated from upstream disturbed areas for
1 year.
The rock check dam below culvert #9 ( stockpile area) will have a
life expectancy greater than 3 years . Therefore, the spillway has
been designed to pass the peak discharge resulting from the 25 year
24 hour storm event . This dam with excavated pit will be utilized
for sediment control during culvert installation, shop
construction, temporary equipment area construction and long term
control for any material that may wash from the stockpile area in
the future. The entire stockpile area, shop area and equipment
storage area ( 10 . 7 acres ) was used to determine the sediment
storage volume required behind the dam . However, for most of the
disturbed period sediment from the stockpile area ( 10 acres) will
be controlled by slope drains and sediment traps , culvert
installation should be less than 3 weeks, shop and equipment
storage area construction should be less than 3 months . Therefore,
6 months was chosen as a reasonable period to control sediment from
all disturbed areas . Future losses of material ( fines ) from the
stockpile area cannot be calculated. However, the volume provided
based on the previous criteria should be adequate with proper
inspection and maintanence of the dam and pit .

VULCAN MAT� R2ALS CaMPAl`3Y
ELLER SITE
SEDIMENT AND EROSION CONTROL PLAN
SUPPORTING CALCULATIONS
JANUARY 17 , 1989
REVISED: MARCH 19, 1989
REVISED : JUNE 21 , 1989
References:
1 . NC NRCD Erosion and sediment Control Planning and Design Manual .
2 . NC NRCD Land Quality Section Energy Dissapator handout .
3 . Hydraulic Charts for the Selection of Highway Culverts; DOT HEC 5

TABLE OF CONTENTS
Page
Culverts . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 1
Roadside ditches and channels. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 11
Quarry pit slope drains . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 26
Temporary slope drains . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 28
Temporary sediment traps . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 29
Rockdams . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 30
Exhibits . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 33

CULVERTS
1. Culvert #1 (18" CMP) : First culvert along access road from SR 1711
a. Runoff (SCS Peak Discharge; reference 1)
1. Soil Type: Lloyd Loam; Hydrologic Soil Group B
2. Average watershed slope: 3 .0%, moderate
3 . Hydraulic length: 470'
4. Rainfall: 25 year 24 hour = 5.5" (8.03m)
5. Curve number (8.03b)
Landuselcover Acres CN
Cultivated w/cons. 3.1 71
6. Runoff depth (8.03c) , 25 year 24 hour = 2.51"
7. Peak discharge rate (8.03p) = 4.6 cfs
Q25 " (2.5111) (4.6 cfs/inch) = 11.5 cfs
b. Design information
1. Pipe slope = 8.0%
2. Pipe length = 50,
3. Qdesign = Q25 = 11.5 cfs
4. Allowable headwater depth (AHW) = 4.0'
5. Culvert type; CMP, Projecting; ke = 0-.9; n = 0.024
6. Receiving watercourse:
Relatively undefined natural channel significantly wider than anticipated
culvert size. Therefore, depth of flow in the channel is expected to be
considerably less than critical depth in the culvert. Thus, tailwater is
ineffective and channel depth computations are not warranted.
7. TW25 = NIA
S. Using the method in reference 3 complete exhibit 1 and select
a 18" culvert..
c. Rip rap outlet protection (NYDOT Method; reference 2)
Vo = 9.9 fps (Exhibit 1)
Zone = 2; apron material = light = 6" (D50)
Lining thickness = 12" ; Apron length = 9'
Apron end width = 91 ; Filter blanket = Synthetic filter fabric
1

2. Culvert 102 (24" CMP) : Second culvert along access road from SR 1711
a. Runoff (SCS Peak Discharge; reference 1)
1. Soil Type: Lloyd Loam; Hydrologic Soil Group 9
2. Average watershed slope: 3.0%, moderate
3 . Hydraulic length: 850'
4. Rainfall: 25 year 24 hour = 5.5" (8.03m)
5. Curve number (8.03b)
Landuselcover Acres CN
Cultivated wlcons. 6. 2 71
6. Runoff depth (8.03c) , 25 year 24 hour = 2.51"
7. Peak discharge rate (8.03p) = 8.0 cfs
Q25 = (2.51") (8.0 cfs/inch) = 20.1 cfs
b. Design information
1. Pipe slope = 8.0%
2, Pipe length = 60,
3. Qdesign - Q25 = 20.1 cfs
4. Allowable headwater depth (AFiW) = 4.5'
5. Culvert type: CMP, Projecting; ke = 0.9; n = 0.024
6. Receiving watercourse:
Relatively undefined natural channel significantly wider than anticipated
culvert size. Therefore, depth of flow in the channel is expected to be
considerably less than critical depth in the culvert. Thus, tailwater is
ineffective and channel depth computations are not warranted.
7 . Tw25 = N/A
8, Using the method in reference 3 complete exhibit 2 and select
a 24" culvert.
c. Rip rap outlet protection (NYDOT Method; reference 2)
Vo = 11.4 fps (Exhibit 2)
Zone = 2; apron material = light = 6" (D50)
Lining thickness = 12" ; Apron length = 12,
Apron end width T 121 ; Filter blanket = Synthetic filter fabric
2

3 . Culvert 03 (24" CMP) : Third culvert along access road from SR 1711
a. Runoff (SCS Peak Discharge; reference 1)
1. Soil Type: Lloyd Loam; Hydrologic Soil Group B
2. Average watershed slope: 4.0%, moderate
3. Hydraulic length: 7901
4 . Rainfall: 25 year 24 hour = 5.5" (8.03m)
5. Curve number (8.03b)
Landuse/cover Acres CN Acres X CN
Cultivated w/cons. 9.4 71 667.4
Woods-good cover 1.9 55 104.5
11.3 771.9
Weighted CN = 771.9 / 11.3 acres = 68.3 use 68
6. Runoff depth (8.03c) , 25 year 24 hour = 2.25"
7 . Peak discharge rate (8.03p) = 10. 1 cfs
Q25 = (2.25") (10.1 cfs/inch) = 22.7 cfs
b. Design information
1. Pipe slope = 7.0%
2. Pipe length = 90'
3. Qdesign = Q25 = 22.7 cfs
4 . Allowable headwater depth (AHW) = 4 .5'
5. Culvert type: CMP, Projecting; ke = 0.9; n = 0.024
6. Receiving watercourse:
Wide, defined channel with a rock check dam located approximately 140,
downstream. Temporary impoundment behind the rock check dam is expected
to provide some tailwater conditions at the culvert outlet.
7. TW25 = 0.5'
8. Using the method in reference 3 ; complete exhibit 3 , select a 24" culvert.
c. Rip rap outlet protection (NYDOT Method; reference 2)
Vo = 11.2 fps (Exhibit 3)
Zone = 2; apron material = light = 6" (D50)
Lining thickness = 12" ; Apron length = 12,
Apron end width = 121 ; Filter blanket = Synthetic filter fabric
3

4. Culvert #4 (24" CMP): Fourth culvert along access road from SR 1711
a. Runoff (SCS Peak Discharge; reference 1)
1. Soil Type: Lloyd Loam; Hydrologic Soil Group B
2. Average watershed slope: 3.0%, moderate
3. Hydraulic length: 680,
4. Rainfall: 25 year 24 hour = 5.5" (8.03m)
5. Curve number (8.03b)
Landuselcover Acres CN Acres X CN
Cultivated wlcons. 5.0 71 355.0
Woods-good cover 1.5 55 71.5
6.3 426,5
Weighted CN = 426.5 16.3 acres = 67.7 use 68
6. Runoff depth (8.03c) , 25 year 24 hour = 2.251,
7. Peak discharge rate (8.03p) = 7.6 cfs
Q25 = (2, 2511) (7.6 cfs/inch) = 17.1 cfs
b. Design information
1. Pipe slope = 4.0%
2. Pipe length 60,
3. Qdesign = Q25 ' 17.1 cfs
4. Allowable headwater depth (AHW) = 4.5'
5. Culvert type: CMP, Projecting; ke = 0.9; n = 0.024
6. Receiving watercourse:
Relatively undefined natural channel significantly wader than anticipated
culvert size. Therefore, depth of flow in the channel is expected to be
considerably less than critical depth in the culvert. Thus, tailwater is
ineffective and channel depth computations are not warranted.
7. TW25 = NIA
8. Using the method in reference 3 ; complete exhibit 4 , select a 24" culvert.
c. Rip rap outlet protection (NYDOT Method; reference 2)
Vo = 8.4 fps (Exhibit 4)
Zone = 2 ; apron material = light = 6" (D50}
Lining thickness = 1211 ; Apron length = 12,
Apron end width = 121 ; Filter blanket = Synthetic filter fabric
4

5. Culvert #5 (18" CUP) : Fifth culvert along access road from SR 1711
a. Runoff (SCS Peak Discharge; reference 1)
1. Soil Type: Lloyd Loam; Hydrologic Soil Group B
2. Average watershed slope: 4.0%, moderate
3. Hydraulic length: 360,
4 . Rainfall: 25 year 24 hour = 5.5" (8.03m)
5. Curve number (8.03b)
Landuselcoyer Acres CN Acres X CN
Cultivated w/cons. 1.8 71 127.8
Woods-good cover 1.1 55 60.5
2.9 188.3
Weighted CN = 188.3 1 2.9 acres = 64.5 use 65
6. Runoff depth (8.03c) , 25 year 24 hour = 2.00"
7. Peak discharge rate (8.03p) = 4.1 cfs
Q25 = (2.0011) (4.1 cfs/inch) = 8.2 cfs
b. Design information
1. Pipe slope = 9.0%
2. Pipe length = 60'
3. Qdesign = Q25 = 8.2 cfs
4. Allowable headwater depth (AHW) = 4.0'
5. Culvert type; CMP, Projecting; ke = 0.9; n = 0.024
6. Receiving watercourse:
Relatively undefined natural channel significantly wider than anticipated
culvert size. Therefore, depth of flow in the channel is expected to be
considerably less than critical depth in the culvert. Thus, tailwater is
ineffective and channel depth computations are not warranted.
7. TW25 = NIA
8. Using the method in reference 3 ; complete exhibit 5, select a 18" culvert.
c. Rip rap outlet protection (NYDOT Method; reference 2)
Vo = 9.6 fps (Exhibit 5)
Zone = 2; apron material = light = 6" (D50)
Lining thickness = 12" ; Apron length = 9'
Apron end width = 9' ; Filter blanket = Synthetic filter fabric
5

6. Culvert 06 (18" CMP) : Sixth culvert along access road from SR 1711
a. Runoff (SCS Peak Discharge; reference 1)
1. Soil Type: Lloyd Loam; Hydrologic Soil Group B
2. Average watershed slope: 9.0%, steep
3 . Hydraulic length: 410'
4. Rainfall: 25 year 24 hour = 5,5" (8.03m)
5. Curve number (8.03b)
Landuse/cover Acres CN
Woods-good cover 5.5 55
6. Runoff depth (8.03c), 25 year 24 hour = 1.22"
7. Peak discharge rate (8.03q) = 8.3 cfs
Q25 = (1.2211) (8.3 cfs/inch) = 10. 1 cfs
b. Design information
1. Pipe slope = 3 .0%
2. Pipe length = 55'
3. Qdesign = Q25 = 10.1 cfs
4 . Allowable headwater depth (AHW) = 4 .0'
5. Culvert type: CMP, Projecting; ke = 0.9; n = 0.024
6. Receiving watercourse:
V-shaped rip rap channel. Q in the channel is expected to provide some
tailwater at the culvert outlet.
7. TW25 = 1.1'
S. Using the method in reference 3 ; complete exhibit 6, select a 18" culvert.
c. Rip rap outlet protection (NYDOT Method; reference 2)
Vo = 6.7 fps (Exhibit 6)
Zone = 2; apron material = light = 6" (D50)
Lining thickness = 12"; Apron length = 9'
Apron end width = 9' ; Filter blanket = Synthetic filter fabric
6

7. Culvert #7 (361, CMP) : Seventh culvert along access road from SR 1711
a. Runoff (SCS Peak Discharge; reference 1)
1. Soil Type: Lloyd Loam; Hydrologic Soil Group B
2. Average watershed slope: 11.0%, Steep
3. Hydraulic length: 1950'
4. Rainfall: 25 year 24 hour = 5.51, (8.03m)
5. Curve number (8.03b)
Landuse/cover Acres CN Acres X CN
Cultivated w/cons. 8.4 71 596.4
Woods-good cover 21.9 55 1204.5
30.3 1800.9
Weighted CN = 1800.9 J 30.3 acres = 59.4 use 60
6. Runoff depth (8.03c) , 25 year 24 hour = 1.611,
7. Determine peak discharge for equivalent drainage area
Equivalent drainage area = 39.0 acres (8.03n)
Discharge per inch of runoff (8.03q) = 37 .0 cfs
Q = (1.6111) (37.0 cfs/inch) = 59.6 cfs
Q = (59.6 cfs) (30.3 acres139.0 acres) = 46.3 cfs
8. Adjust discharge for watershed slope (8.03d)
Q25 = (0.93) (46.3 cfs) = 43.1 cfs
b. Design information
1. Pipe slope = 2.0%
2. Pipe length = 110,
3. Qdesign = Q25 = 43.1 cfs
4. Allowable headwater depth (AHW) = 12.5'
5. Culvert type: CMP, Projecting; ke = 0.9; n = 0.024
6. Receiving watercourse:
Wide, natural channel immediately below cultvert outlet narrowing to
approximately 81 in width with channel slope increasing to to 7.5% about
100, downstream is expected to provide tailwater conditions at outlet.
7. TW25 = 1. 1'
B. Using the method in reference 3 ; complete exhibit 7, select a 361, culvert.
7

c. Rip rap outlet protection (NYDOT Method; reference 2)
Vo = 8.1 fps (Exhibit 7)
Zone = 2; apron material = light = 6" (D50)
Lining thickness = 1211, Apron length = 18,
Apron end width = 181 ; Filter blanket = Synthetic filter fabric
8. Culvert #8 (541, CMP) : Under quarry pit ramp
a. Runoff (SCS Peak Discharge; reference 1)
1. Soil Type: Lloyd Loam; hydrologic Soil Group B
2. Average watershed slope: 10.0%, Steep
3. Hydraulic length: 11101
4. Rainfall: 25 year 24 hour = 5.5" (8.03m)
5. Curve number (8.03b)
Landuse/cover Acres CN Acres X CN
Pasture-good 7.1 55 390.5
Woods-good cover 12.5 61 762.5
1916 1153 .0
Weighted CN = 1153.0 / 19.6 acres = 58.8 use 59
6. Runoff depth (8.03c) , 25 year 24 hour = 1.53"
7. Determine peak discharge for equivalent drainage area
Equivalent drainage area = 18.0 acres (8.03n)
Discharge per inch of runoff (8.03q) = 20.0 cfs
Q = (1.5311) (20.0 cfs/inch) = 30.6 cfs
Q = (30.6 cfs) (19.6 acres/18.0 acres) = 33.3 cfs
8. Adjust discharge for watershed slope (8.03d)
Q25 = (0.92) (33.3 cfs) = 30.7 cfs
9. Total runoff (add discharge from culverts 4,5,6,7,@ channel for culvert #6)
Q25 total = 30.7 + 17.1 + 8.2 + 10.1 + 43.1 +2.8 = 101.9 cfs
b. Design information
1. Pipe slope = 2.0%
2. Pipe length = 170,
3. Qdesign = Q25 = 101.9 cfs
B

4. Allowable headwater depth (AHW) = 9.6'
5. Culvert type: CMP, Projecting; ke = 0.9; n = 0.024
6. Receiving watercourse:
Wide, expanding, natural channel immediately below culvert outlet. Some
tailwater conditions are expected at culvert outlet.
7. TW25 = 1.5'
8. Using the method in reference 3 ; complete exhibit 8, select a 5411 culvert.
c. Rip rap outlet protection (NYDOT Method; reference 2)
Vo = 10.2 fps (Exhibit 8)
Zone = 3 ; apron material = medium = 131, (D50)
Lining thickness = 18" ; Apron length = 36'
Apron end width = 361 ; Filter blanket = Synthetic filter fabric
9. Culvert #9 (54" CMP) ; Under stockpile area
a. Runoff (SCS Peak Discharge; reference 1)
1. Soil Type: Lloyd Loam; Hydrologic Soil Group B
2. Average watershed slope: 9.0%, Steep
3. Hydraulic length: 880'
a
4. Rainfall: 25 year 24 hour = 5.5" (8.03m)
5. Curve number (8.03b)
Landuse/cover Acres CN Acres X CN
Cultivated w/cons. 3.3 71 234.3
Stockpile area-gravel 10.0 85 850.0
Pasture-good 12.7 61 774.7
Woods-good cover 4.3 55 236.5
30.3 2095 .5
Weighted CN = 2095.5 / 30.3 acres = 69.2 use 70
6. Runoff depth (8.03c) , 25 year 24 hour = 2.42"
7. Determine peak discharge for equivalent drainage area
Equivalent drainage area = 12.0 acres (8.03n)
Discharge per inch of runoff (8.03q) = 17.0 cfs
Q = (2.4211) (17.0 cfs/inch) = 41.1 cfs
9

Q = (41.1 cfs) (30.3 acres/12.0 acres) = 103.8 cfs
8. Adjust discharge for watershed slope (8.03d)
Q25 = (0.88) (103.8 cfs) = 91.3 cfs
b. Design information
1. Pipe slope = 6.0%
2. Pipe length = 410,
3. Qdesign Q25 = 91.3 cfs
4. Allowable headwater depth (AHW) = 6.4'
5. Culvert type: CMP, Projecting; ke = 0.9; n = 0.024
6. Receiving watercourse:
There is no defined channel at the culvert outlet. Therefore, flow below
the culvert outlet is expected to be considerably less than critical depth
of flow in the culvert. Thus, tailwater is ineffective and computations
are not warranted.
7. TW25 = NIA .
S. Using the method in reference 3 ; complete exhibit 9, select a 54" culvert.
c. Rip rap outlet protection (NXDOT Method; reference 2)
Vo = 14.9 fps (Exhibit 9)
Zone = 5; apron material = heavy = 23" (D50)
Lining thickness = 30"; Apron length = 45'
Apron end width = 451 ; Filter blanket = Synthetic filter fabric
10

ROADSIDE DITCHES AND CHANNELS
Runoff curve numbers and watershed slopes are from previous culvert
outlet protection calculations. For drainage areas less than 1 acre
the 1 acre rate was used to determine peak discharge.
1. Culvert #1, east ditch
a. Runoff (SCS Peak Discharge Method, reference 1)
1. Drainage area = 1.0 acres
2. Curve number = 71
3. Average watershed slope = 3.0%, moderate
4 . Runoff depth (8.03c)
10 year 24 hour = 2. 12"
2 year 24 hour = 1.09"
5. Peak discharge rate (8.03p) = 2.0 cfs
Q10 = (2,1211) (2.0 cfslinch) = 4.2 cfs
Q2 = (1.0911) (2.0 cfs/inch) = 2.2 cfs
b. Proposed ditch grade = 2.7%
c. Proposed vegetative cover = Tall Fescue
d. Soil type = Lloyd Loam (easily erodible)
e. Permissible velocity for established vegetation = 4.5 fps (8.05a)
f. Retardance class = "C" uncut, "D" cut (8.05c)
g. V shape ditch with Z = 4
Description d(ft) A(ft2) R(ft) n V(fps) Q(cfs) Comments
Cut I'D" 0.7 1.96 0.340 0.049 2.4 4.8 V<Vp,Q>Q10
Uncut "C" 0.8 2.56 0.388 0.060 2.2 5.6 Q>Q10
Bare 0.4 0.64 0.194 0.020 4. 1 2.6 Q>Q2 ,V<Vp
Tall Fescue is adequate for a permanent cover. However, a temporary
lining is required since V>Vp (2.0 fps) .
h. Determine acceptable temporary lining
1. Calculate shear stress for Q2
T = yds = (62.4) (0.4) (0.027) = 0.67 lblft2
2. Straw and net appears to be and acceptable lining
Td = 1.45 (8.05g) , n = 0.033 (8.05e)
d(ft) A(ft2) R(ft) n V(fps) Q(cfs) T(lbift2) Comments
0.6 1.44 0.291 0.033 3 .2 4.7 1.01 T<Td,Q>Q2
Ditch summary:
Permanent cover = Tall Fescue, Temporary lining = Straw and net
V shape, Z = 4 , d = 1.01 , grade = 2.7%
11

2. Culvert #1, west ditch
a. Runoff (SCS Peak Discharge Method, reference 1)
1. Drainage area = 0.4 acres
2. Curve number = 71
3. Average watershed slope = 3 .0%, moderate
4. Runoff depth (8.03c)
10 year 24 hour = 2.12"
2 year 24 hour = 1.09"
5. Peak discharge rate (8.03p) = 2.0 cfs
Q10 = (2.1211) (2.0 cfstinch) = 4.2 cfs
Q2 = (1.0911) (2.0 cfs/inch) = 2.2 cfs
b. Proposed ditch grade = 1.5%
c. Proposed vegetative cover = Tall Fescue
d. Soil type = Lloyd Loam (easily erodible)
e. Permissible velocity for established vegetation = 4.5 fps (8.05a)
f. Retardance class = "C" uncut, "D" cut (8.05c)
g. V shape ditch with Z = 4
Description d(ft) A(ft2) R(ft) n V(fps) Q(cfs) Comments
Cut "D" 0.8 2.56 0.388 0.049 2.0 5.2 V<Vp,Q>Q10
Uncut "C" 0.8 2.56 0.388 0.060 1.6 4.2 Q=Q10
Bare 0.4 0.64 0.194 0.020 3.1 2.0 V>V
p
Tall Fescue is adequate for a permanent cover. However, a temporary
lining is required since V>Vp (2.0 fps) .
h. Determine acceptable temporary lining
1. Calculate shear stress for Q2
T = yds = (62.4) (0.4) (0.015) = 0.37 lb/ft2
2. Straw and net appears to be and acceptable lining
Td = 1.45 (8.05g) , n = 0.033 (8.05e)
d(ft) AM 2 R(ft) n V(fps) Q(cfs) T(lblft2) Comments
0.6 1. 44 0.291 0.033 2.4 3 .5 0.56 T<Td,Q>Q2
Ditch summary:
Permanent cover = Tall Fescue, Temporary lining = Straw and net
V shape, Z = 4, d = 1.01 , grade = 1.5%
12

3. Culvert #2, east and west ditches
The only difference in parameters for these ditches and Culvert #k1,
west are the drainage areas. The 1 acre rate was used to calculate
peak discharge for Culvert 01 even though the actual area was 0.4
acres. Culvert #P2 east ditch drainage area is 0.5 acres and the
west ditch drainage area is 1.0 acres. There for construct both
Culvert #k2 ditches to the same specifications as Culvert 41, west.
4. Culvert #k3, south ditch
a. Runoff (SCS Peak Discharge Method, reference 1)
1. Drainage area = 8.8 acres
2. Curve number = 68
3. Average watershed slope = 4.0%, moderate
4. Runoff depth (8.03c)
10 year 24 hour = 1.88"
2 year 24 hour = 0.93"
5. Peak discharge rate (8.03p) = 9.6 cfs
Q10 = (1.88") (9.6 cfs/inch) = 18.0 cfs
Q2 = (0,9311) (9.6 cfs/inch) = 8.9 cfs
b. Proposed ditch grade = 5.47%
c. Proposed vegetative cover = Tall Fescue
d. Soil type = Lloyd Loam (easily erodible)
e. Permissible velocity for established vegetation = 4.0 fps (8.05a)
f. Retardance class = "C" uncut, "D" cut (8.05c)
g. V shape ditch with Z = 4
Description d(ft) A(ft2) R(ft) n V(fps) Q(cfs) Comments
Cut "D" 0.9 3 .24 0.437 0.048 4. 1 13 .4 V>VP,Q<Q10
Vegetation is not a suitable cover. Use rip rap.
Try rip rap D50 = 9"
Td = 3 .8 lb/ft2 (8.05g) , n = 0.062 (8.05f)
d(ft) A(ft2} R(ft) n V(fps) Q(cfs) T(lb/ft2) Comments
1.1 4.84 0.534 0.062 3.7 18.0 3 .7 T<Td`Q=Q10
Determine maximum stone size and rip rap thickness
Dmax = 1.5 D50 = (1.5) (911) = 13.5 use 12"
Rip rap thickness = (1.5) (1211) = 18"
Ditch summary:
Permanent cover = rip rap, D50 = 911, thickness =' 18"
V shape, Z = 4, d = 1.5' , grade = 5.4%
Filter blanket = Synthetic filter fabric
13

5. Culvert #3, north ditch
a. Runoff (SCS Peak Discharge Method, reference 1)
1. Drainage area = 2.5 acres
2. Curve number = 68
3. Average watershed slope = 4.0%, moderate
4. Runoff depth (8.03c)
10 year 24 hour = 1.88"
2 year 24 hour = 0.93"
5. Peak discharge rate (8.03p) = 3.7 cfs
Q10 = (1.8811) (3.7 cfs/inch) = 6.8 cfs
Q2 = (0.9311) (3.7 cfs/inch) = 3.4 cfs
b. Proposed ditch grade = 4.1%
c. Proposed vegetative cover = Tall Fescue
d. Soil type = Lloyd Loam (easily erodible)
e. Permissible velocity for established vegetation = 4.5 fps (8.05a)
f. Retardance class = "C" uncut, "D" cut (8.05c)
g. V shape ditch with Z = 4
Description d(ft) AM 2 R(ft) n V(fps) Q(cfs) Comments
Cut "D" 0.8 2. 56 0.388 0.048 3.3 8.5 V<Vp,Q>Qz0
Uncut "C" 0.8 2.56 0.388 0.060 2.7 6.8 Q=Q10
Bare 0.5 1.00 0.243 0.020 3 .9 3.9 V>Vp
Tall Fescue is adequate for a permanent cover. However, a temporary
lining is required since V>Vp (2.0 fps) .
h. Determine acceptable temporary lining
1. Calculate shear stress for Q2
T = yds = (62.4) (0.5) (0,041) = 1.28 lb/ft2
2. Straw and net appears to be and acceptable lining
Td = 1. 45 (8.05g) , n = 0.033 (8.05e)
d(ft) A(ft2) R(ft) n V(fps) Q(cfs) T(lb/ft2) Comments
0.5 1.00 0.243 0.033 3.6 3.6 1.28 T<Td,Q>Q2
Ditch summary:
Permanent cover = Tall Fescue, Temporary lining = Straw and net
V shape, Z = 4, d = 1.01 , grade = 4.1%
14

6. Culvert #4, east ditch
a. Runoff (SCS Peak Discharge Method, reference 1)
1. Drainage area = 0.6 acres
2. Curve number = 68
3. Average watershed slope = 3 .0%, moderate
4. Runoff depth (8.03c)
10 year 24 hour = 1.88"
2 year 24 hour = 0.93"
5. Peak discharge rate (8.03p) = 1.9 cfs
Q10 = (1.8811) (1.9 cfs/inch) = 3.6 cfs
Q2 = (0.93") (1.9 cfs/inch) = 1.8 cfs
b. Proposed ditch grade = 6.7%
c. Proposed vegetative cover = Tall Fescue
d. Soil type = Lloyd Loam (easily erodible)
e. Permissible velocity for established vegetation = 4.0 fps (8.05a)
f. Retardance class = "C" uncut, "D" cut (8.05c)
g. V shape ditch with Z = 4
Description d(ft) A(ft2) R(ft) n V(fps) Q(cfs) Comments
Cut "D" 0.6 1.44 0.291 0.058 2.9 4. 2 V<Vp,Q>Q10
Uncut "C" 0.7 1.96 0.340 0.072 2.6 5. 1 Q>Q10
Bare 0.3 0.36 0.146 0.020 5.3 1.9 V>V
P
Tali Fescue is adequate for a permanent cover. However, a temporary
lining is required since V>Vp (2.0 fps) .
h. Determine acceptable temporary lining
1. Calculate shear stress for Q2
T = yds = (62.4) (0.3) (0.067) = 1.25 lb/ft2
2. Straw and net appears to be and acceptable lining
Td = 1.45 (8.05g) , n = 0.065 (8.05e)
d(ft) A(ft2) R(ft) n V(fps) Q(cfs) T(lb/ft2) Comments
0.4 0.64 0.194 0.065 2.0 1.3 1.67 T>Td,Q<Q2
Since peak discharge was calculated at the 1 acre rate rather than the
actual, 0.6 acre drainage area the actual flow depth and rate will be
much less. Therefore, Straw and net should be adequate.
Ditch summary:
Permanent cover = Tall Fescue, Temporary lining = Straw and net
V shape, Z = 4, d = 1.01 , grade = 6.7%
15

7. Culvert #4, west ditch
a. Runoff (SCS Peak Discharge Method, reference 1)
1. Drainage area = 0.3 acres
2. Curve number = 68
3. Average watershed slope = 3.0%, moderate
4. Runoff depth (8.03c)
10 year 24 hour = 1.88"
2 year 24 hour = 0.93"
5. Peak discharge rate (8.03p) = 1.9 cfs
Q10 ' (1.8811) (1.9 cfslinch) = 3 .6 cfs
Q2 = (0.9311) (1.9 cfs/inch) = 1.8 cfs
b. Proposed ditch grade = 2.7%
c. Proposed vegetative cover = 'Tall Fescue
d. Soil type = Lloyd Loam (easily erodible)
e. Permissible velocity for established vegetation = 4.5 fps (8.05a)
f. Retardance class = "C" uncut, "D" cut (8.05c)
g. V shape ditch with Z = 4
Description d(ft) AM 2 R(ft) n V(fps) Q(cfs) Comments
Cut "D" 0.7 1.96 0.340 0.059 2.4 4.7 V<Vp,Q>Qio
Uncut. "C" 0.7 1.96 0.340 0.064 1.8 3.6 Q=Q10
Bare 0.4 0.64 0. 194 0.020 4.0 2.6 V>Vp
Tall Fescue is adequate for a permanent cover. However, a temporary
lining is required since V>Vp (2.0 fps) .
h. Determine acceptable temporary lining
1. Calculate shear stress for Q2
T = yds = (62.4) (0.3) (0.027) = 0.67 lb/ft2
2. Straw and net appears to be and acceptable lining
Td = 1.45 (8.05g) , n = 0.033 (8.05e)
d(ft) A(ft2) R(ft) n V(fps) Q(cfs) T(lb/ft2) Comments
0.5 1.00 0.243 0.033 2.8 2.8 0.84 T<Td,Q>Q2
Ditch summary:
Permanent cover = Tall Fescue, Temporary lining = Straw and net
V shape, Z = 4, d = 1.01 , grade = 2.7%
16

8. Culvert #5, east ditch
a. Runoff (SCS Peak Discharge Method, reference 1)
1. Drainage area = 0.3 acres
2. Curve number = 65
3. Average watershed slope = 4.0%, moderate
4. Runoff depth (8.03c)
10 year 24 hour = 1.65"
2 year 24 hour = 0.77"
5. Peak discharge rate (8.03p) = 1.9 cfs
Q10 = (1.6511) (1.9 cfs/inch) = 3 .1 cfs
Q2 = (0.77") (1.9 cfs/inch) = 1.5 cfs
b. Proposed ditch grade = 3 .0%
c. Proposed vegetative cover = Tall Fescue
d. Soil type = Lloyd Loam (easily erodible)
e. Permissible velocity for established vegetation = 4.5 fps (8.05a)
f. Retardance class = "C" uncut, "D" cut (8.05c)
g. V shape ditch with Z = 4
Description d(ft) AM 2 R(ft) n V(fps) Q(cfs) Comments
Cut I'D" 0.6 1.44 0.291 0.052 2. 2 3.1 V<Vp,Q=Q10
Uncut "C" 0.7 1.96 0.340 0.059 2. 1 4.1 Q>Q10
Bare 0.4 0.64 0.194 0.020 4.4 2.8 V>V
p
Tall Fescue is adequate for a permanent cover. However, a temporary
lining is required since V>Vp (2.0 fps) .
h. Determine acceptable temporary lining
1. Calculate shear stress for Q2
T = yds = (62.4) (0.4) (0.03) = 0.75 lb/ft2
2. Straw and net appears to be and acceptable lining
Td = 1.45 (8.05g) , n = 0.033 (8.05e)
d(ft) AM 2 R(ft) n V(fps) Q(cfs) T(lb/ft2) Comments
0.5 1.00 0.243 0.033 3 .0 3.0 0.94 T<Td,Q>Q2
Ditch summary:
Permanent cover = Tall Fescue, Temporary lining = Straw and net
V shape, Z = 4, d = 1.01 , grade = 3 .0%
17

9. Culvert #5, west ditch
a. Runoff (SCS Peak Discharge Method, reference 1)
1. Drainage area = 0.3 acres
2. Curve number = 65
3. Average watershed slope = 4.0%, moderate
4. Runoff depth (8.03c)
10 year 24 hour = 1.65"
2 year 24 hour = 0.77"
5. Peak discharge rate (8.03p) = 1.9 cfs
Q10 = (1.6511) (1.9 cfs/inch) = 3.1 cfs
Q2 = (0.7711) (1.9 cfslinch) = 1.5 cfs
b. Proposed ditch grade = 1.5%
c. Proposed vegetative cover = Tall Fescue
d. Soil type = Lloyd Loam (easily erodible)
e. Permissible velocity for established vegetation = 4 .5 fps (8.05a)
f. Retardance class = "C" uncut, "D" cut (8.05c)
g. V shape ditch with Z = 4
Description d(ft) A(ft2) R(ft) n V(fps) Q(cfs) Comments
Cut "D" 0.7 1.96 0.340 0.048 1.9 3 .7 WVp,Q>Q10
Uncut "C" 0.7 1.96 0.340 0.059 1.5 3.1 Q=Q10
Bare 0.4 0.64 0.194 0.020 3 .0 2.0 V>Vp
Tall Fescue is adequate for a permanent cover. However, a temporary
lining is required since V>Vp (2.0 fps) .
h. Determine acceptable temporary lining
1. Calculate shear stress for Q2
T = yds = (62.4) (0.4) (0.015) = 0.37 lblft2
2. Straw and net appears to be and acceptable lining
Td = 1.45 (8.05g) , n = 0.033 (8.05e)
d(ft) A(ft2} R(ft) n V(fps) Q(cfs) T(lb/f t2) Comments
0.5 1.00 0.243 0.033 2.2 2.2 0.47 T<Td,Q>Q2
Ditch summary:
Permanent cover = Tali Fescue, Temporary lining = Straw and net
V shape, Z = 4, d = 1.01 , grade = 1.5%
18

10. Culvert 06, east ditch
a. Runoff (5CS Peak Discharge Method, reference 1)
1. Drainage area = 5.0 acres
2. Curve number = 55
3. Average watershed slope = 9.0%, steep
4. Runoff depth (8.03c)
10 year 24 hour = 0.94"
2 year 24 hour = 0.32"
5. Peak discharge rate (8.03q) = 8,0 cfs
Q10 = (0.9411) (8.0 cfs/inch) = 7.5 cfs
Q2 = (0.3211) (8.0 cfs/inch) = 2.6 cfs
b. Proposed ditch grade = 9.7%
c. Proposed cover = rip rap (too steep for vegetation)
d. V shape ditch with Z = 4
Try rip rap D50 = 12"
Td = 5.0 lb/ft2 (8.05g) , n = 0,084 (8.05f)
d(ft) A(ft2) R(ft) n V(fps) Q(cfs) T(lblft2) Comments
0.8 2.56 0,388 0,084 2.9 7.5 4.8 T<Td`Q=Q10
Determine maximum stone size and rip rap thickness
Dmax _ 1.5 D50 = (1,5) (1211) = 18"
Rip rap thickness = (1,5) (1811) = 27"
Ditch summary:
Permanent cover = rip rap, D50 = 1211 , thickness = 27"
V shape, Z = 4, d = 1.51 , grade = 9.7%
Filter blanket = Synthetic filter fabric
19

11. Culvert 06, west ditch
a. Runoff (SCS Peak Discharge Method, reference 1)
1. Drainage area = 0.5 acres
2. Curve number = 55
3. Average watershed slope = 9.0%, steep
4. Runoff depth (8.03c)
10 year 24 hour = 0.94"
2 year 24 hour = 0.32"
5. Peak discharge rate (8.03q) = 2.5 cfs
Q10 = (0.9411) (2.5 cfslinch) = 2.4 cfs
Q2 = (0.3211) (2.5 cfs/inch) = 0.8 cfs
b. Proposed ditch grade = 4.8%
c. Proposed vegetative cover = Tall Fescue
d. Soil type = Lloyd Loam (easily erodible)
e. Permissible velocity for established vegetation = 4.5 fps (8.05a)
f. Retardance class = "C" uncut, "D" cut (8.05c)
g. V shape ditch with Z = 4
Description d(ft) A(ft2) R(ft) n V(fps) Q(cfs) Comments
Cut "D" 0.6 1.44 0.291 0.052 3 . 4 4.9 WVp,Q>Q10
Uncut "C" 0.6 1.44 0.291 0.070 2.0 2.9 Q>Q10
Bare 0.3 0.36 0.146 0.020 4.5 1.6 V>V
p
Tall Fescue is adequate for a permanent cover. However, a temporary
lining is required since V>Vp (2.0 fps) .
h. Determine acceptable temporary lining
1. Calculate shear stress for Q2
T = yds = (62. 4) (0.3) (0.048) = 0.90 lb/ft2
2. Straw and net appears to be and acceptable lining
Td = 1.45 (8.05g) , n = 0.065 (8.05e)
d(ft) A(ft2) R(ft) n V(fps) Q(cfs) T(lblft2) Comments
0.4 0.64 0.194 0.065 1.7 1.1 1.20 T<Td,Q>Q2
Ditch summary:
Permanent cover = Tall Fescue, Temporary lining = Straw and net
V shape, Z = 4 , d = 1.01 , grade = 4.8%
20

12. Culvert 07, east ditch
a. Runoff (SCS Peak Discharge Method, reference 1)
1. Drainage area = 0.2 acres
2. Curve number = 60
3. Average watershed slope = 11.0%, steep
4. Runoff depth (8.03c)
10 year 24 hour = 1.30"
2 year 24 hour = 0.55"
5. Peak discharge rate (8.03q) = 2.6 cfs
Q10 = (1.30") (2.6 cfs/inch) = 3.4 cfs
Q2 = (0.55") (2.6 cfs/inch) = 1.4 cfs
b. Proposed ditch grade = 13 .0%
c. Proposed cover = rip rap (too steep for vegetation)
d. V shape ditch with Z = 4
Try rip rap D50 = 12"
Td = 5.0 lblft2 (8.05g) , n = 0.084 (8.05f)
d(ft) A(ft2) R(ft) n V(fps) Q(cfs) T(lblft2) Comments
0.6 1.44 0.291 0.084 2.8 4.0 4.9 T<Td'Q>Q10
Determine maximum stone size and rip rap thickness
Dmax = 1.5 D54 = (1.5) (12") = 18"
Rip rap thickness = (1.5) (1811) = 27"
Ditch summary:
Permanent cover = rip rap, D50 = 1211, thickness = 27"
V shape, Z = 4, d = 1.51 , grade = 13.0%
21

13. Culvert #7, west ditch, upper section
a. Runoff (SCS Peak Discharge Method, reference 1)
1. Drainage area = 1.2 acres
2. Curve number R 60
3. Average watershed slope = 11.0%, steep
4. Runoff depth (8.03c)
10 year 24 hour = 1.30"
2 year 24 hour = 0.55"
5. Peak discharge rate (8.03q) = 2.7 cfs
Q10 = (1 .30") (2.7 cfs inch) = 3.5 cfs
Q2 = (0.5511) (2.7 cfs/inch) = 1.5 cfs
b. Proposed ditch grade = 1.7%
c. Proposed vegetative cover = Tall Fescue
d. Soil. type = Lloyd Loam (easily erodible)
e. Permissible velocity for established vegetation = 4.5 fps (8.05a)
f. Retardance class = "C" uncut, I'D" cut (8.05c)
g. V shape ditch with Z = 4
Description d(ft) A(ft2) R(ft) n V(fps) Q(cfs) Comments
Cut "D" 0.7 1.96 0.340 0.048 2.0 3 .9 V<Vp,Q>Q10
Uncut "C" 0.8 2.56 0.388 0.059 1.8 4 .6 Q>Q14
Bare 0.4 0.64 0. 194 0.020 3.3 2. 1 V>Vp
Tall Fescue is adequate for a permanent cover. However, a temporary
lining is required since V>Vp (2.0 fps) .
h. Determine acceptable temporary lining
1. Calculate shear stress for Q2
T = yds = (62.4) (0.4) (0.017) = 0.42 lblft2
2. Straw and net appears to be and acceptable lining
Td = 1.45 (8.05g) , n = 0.033 (8.05e)
d(ft) A(ft2) R(ft) n V(fps) Q(cfs) T(lbift2) Comments
0.5 1.0 0. 243 0.033 2.3 2.3 0.53 T<Td,Q>Q2
Ditch summary:
Permanent cover = Tall Fescue, Temporary lining = Straw and net
V shape, Z = 4, d = 1.01 , grade = 1.7%
22

14. Culvert 07, west ditch, lower section
a. Runoff (SCS Peak Discharge Method, reference 1)
1. Drainage area = 1.2 acres
2. Curve number = 60
3. Average watershed slope = 11.0%, steep
4. Runoff depth (8.03c)
10 year 24 hour = 1.30"
2 year 24 hour = 0.55"
5. Peak discharge rate (8.03q) = 2.7 cfs
Q10 = (1.30") (2.7 cfs/inch) = 3.5 cfs
Q2 = (0.5511) (2.7 cfs/inch) = 1.5 cfs
b. Proposed ditch grade = 16.3%
c. Proposed cover = rip rap (too steep for vegetation)
d. V shape ditch with Z = 4
Try rip rap D50 = 15„
Td = 6.3 1blft2 (8.05g) , n = 0.104 (8.050
d(ft) A(ft2} R(ft) n V(fps) Q(cfs) T(lb/ft2) Comments
0.6 1.44 0. 291 0. 104 2.5 3.6 6. 1 T<Td'Q>Q10
Determine maximum stone size and rip rap thickness
Dmax = 1.5 D5Q = (1.5) (1511) = 22.5" use 22"
Rip rap thickness = (1.5) (2211) = 33"
Ditch summary:
Permanent cover = rip rap, D5Q = 1511, thickness = 33"
V shape, Z = 4, d = 1.51 , grade = 16.3%
23

15. Channel at outlet of culvert 06
a. Runoff (SCS Peak Discharge Method, reference 1)
1. Drainage area = 1.0 acres
2. Curve number = 59
3. Average watershed slope = 10.0%, steep
4. Runoff depth (8.03c)
10 year 24 hour = 1.23"
2 year 24 hour = 0.50"
5. Peak discharge rate (8.03q) = 1.8 cfs
Q10 = (1.2311) (1.8 cfs/inch) = 2.2 cfs
Discharge from culvert #6 = 8.0 cfs
Qi0 = 2.2 cfs + 8.0 cfs
b. Proposed ditch grade = 9.5%
c. Proposed cover = rip rap (too steep for vegetation)
d. V shape ditch with Z = 4
Try rip rap D50 = 15"
Td = 6.3 1b/ft2 (8.05g) , n = 0.104 (8.05f)
d(ft) A(ft2} R(ft) n V(fps) Q(cfs) T(lb/ft2) Comments
1.0 4.00 0. 485 0. 104 2.7 10.8 5.9 T<Td`Q>Q10
Determine maximum stone size and rip rap thickness
Dmax = 1.5 D50 = (1.5) (15") = 22.5" use 22"
Rip rap thickness = (1.5) (2211) = 33"
Ditch summary:
Permanent cover = rip rap, D50 = 1511, thickness = 33"
V shape, Z = 4, d = 1.51 , grade = 9.5%
24

16. Culvert 09, east channel
a. Runoff (SCS Peak Discharge Method, reference 1)
1. Drainage area = 12.3 acres
2. Curve number = 70
3 . Average watershed slope = 9.0%, steep
4. Runoff depth (8.03c)
10 year 24 hour = 2.04"
2 year 24 hour = 1.03""
5. Peak discharge rate (8.03q) = 17.0 cfs
Q10 = (2.04") (17.0 cfstinch) = 34.7 cfs
Q2 = (1.0311) (17 .0 cfs/inch) = 17.5 cfs
b. Proposed ditch grade = 0.5%
c. Proposed vegetative cover = Tall Fescue
d. Soil type = Lloyd Loam (easily erodible)
e. Permissible velocity for established vegetation = 4.5 fps (8.05a)
f. Retardance class = "C" uncut, "'D" cut (8.05c)
g. Trapezoidal channel, Z = 4, b = 3
Description d(ft) A(ft2) R(ft) n V(fps) Q(cfs) Comments
Cut "D" 1.5 13 .50 0.8784 0.038 2.5 34.3 V<Vp,Q@Q10
Uncut "C" 1.6 15.04 0.9287 0.041 2.4 36.1 Q>Q10
Bare 0.9 5.94 0.5700 0.020 3.6 21.5 V>V
p
Tall Fescue is adequate for a permanent cover. However, a temporary
lining is required since V>Vp (2.0 fps) .
h. Determine acceptable temporary lining
1. Calculate shear stress for Q2
T = yds = (62.4) (0.9) (0.005) = 0.28 1bJft2
2. Straw and net appears to be and acceptable lining
Td = 1.45 (8.05g) , n = 0.033 (8.05e)
d(ft) AM 2 R(ft) n V(fps) Q(cfs) T(lblft2) Comments
1. 1 8. 14 0,6744 0.033 2.5 20.4 0.34 T<Td'Q>Q2
Channel summary;
Permanent cover = Tall Fescue, Temporary lining = Straw and net
Trapezoidal shape, Z=4, b=3, d=2.5, grade=0.5%
17 . Culvert #9, west channel
The only difference in runoff parameters between culvert #9 east and
west are the drainage areas. The west channel has slightly less
(11.4 acres) . Therefore, construct the west channel to the same
specifications as the east channel.
25

QUARRY PIT SLOPE DRAINS
1. South slope drain
a. Runoff (SCS Peak Discharge; reference 1)
1. Soil Type; Lloyd Loam; Hydrologic Soil Group B
2. Average watershed slope: 12.0%, steep
3. Hydraulic length: 510'
4. Rainfall: 25 year 24 hour = 5.51, (8.03m)
5. Curve number (8.03b)
Landuse/cover Acres CN Acres X CN
Woods-good cover 3 .4 55 187 .0
Pasture-good 1.4 61 85.4
Cultivated w/cons. 0.7 71 49.7
5.5 322.1
Weighted CN = 322.1 / 5.5 acres = 58.6 use 59
6. Runoff depth (8.03c) , 25 year 24 hour = 1.53"
7. Peak discharge rate (8.03q) = 9.0 cfs
Q25 = (1.5311) (9.0 cfs/inch) = 13.8 cfs
8. Total discharge (include discharge from culverts 4 and 5)
Q25 total = 13.8 + 17. 1 t 8.2 = 39.2 cfs
b. Determine pipe size (reference 3)
Try a 24" CMP; projecting
Pipe will be in inlet control due to free discharge into pit.
HW/D = 4 .8, HW = 9.6'
Slope drain summary
A 24" CMP should be adequate with 9.6' of head. Allow 0.4' of
freeboard and install a 10, high berm across drainageway.
26

2. East slope drain
a. Runoff (SCS Peak Discharge; reference 1)
1. Soil Type: Lloyd Loam; Hydrologic Soil Group B
2. Average watershed slope: 8.0%, steep
3. Hydraulic length: 450'
4. Rainfall: 25 year 24 hour = 5.51, (8.03m)
5. Curve number (8.03b)
Landuse/cover Acres CN
Woods-good cover 3.4 55
6. Runoff depth (8.03c) , 25 year 24 hour = 1.221,
7. Peak discharge rate (8.03q) = 4.4 cfs
Q25 = (1.2211) (4. 4 cfs/inch) = 5.4 cfs
b. Determine pipe size (reference 3)
Try a 12" CMP, projecting
Pipe will be in inlet control due to free discharge into pit.
HW/D = 2.9, HW = 2.9'
Slope drain summary
A 12" CMP should be adequate with 2.9' of head. Allow 0.6' of
freeboard and install a 3.51 high berm across drainageway.
27

TEMPORARY SLOPE DRAINS
(Reference 1, Section 6.32)
1. Flexible, nonperforated, corrugated plastic pipes are proposed as
temporary slope drains along the top of the fill slope located
north of the Stockpile area. The slope drains will be installed
at the begining of fill placement and extended as fill rises.
From reference 1, table 6.32a
Pipe diameter = 18"
Maximum drainage area per pipe 1.0 acres
3
Drainage area = 10.0 acres
Number of pipes required = 10
2. A temporary dike is proposed along the top of the fill slope to
direct runoff to the temporary slope drains. The dike will be
constructed at the begining of fill' placement and reconstructed as
fill rises and slope drains are extended.
From reference 1, figure 6.32a
Dike heigth = 3.0'
Top width = 4.0'
Side slopes = 3:1
I
I
28

TEMPORARY SEDIMENT TRAPS
(Reference 1, Section 6.60)
1. At outlet to all slope drains
a. Drainage area = 1.0 acres
b. Disturbed area = 1.0 acres
c. Determine trap dimensions
Height of stone section = 2'
Stone section weir length = 4' (6.60a)
Storage required = 1800 ft3 1 acre X 1 acre = 1800 ft3 (6.60a)
Excavate a pit behind stone section: d = 11 , W = 201 , L = 30,
Storage avaliable = (2'+11 ) (201 ) (301 ) = 1800ft3
2. At outlet to culverts 1,2,4,5
a. Drainage area: Varies from 6.3 to 3 . 1 acres
b. Disturbed area: Varies from 0.2 to 0.5 acres
c. Determine trap dimensions
Heighh of stone section = 2'
Stone section weir length
Largest discharge is from culvert #2: 17 cfs
By weir equation Q = CLH1'5, C = 2.5, H = 1
L = Q 1 C H1'5 = 17 1 (2.5) (11 5) = 6.8' use 8'
Storage required = 1800 ft3/acre X 0.5 acres = 900 ft3
Excavate a pit behind stone section; d = 11 , W = 151 , L = 20,
Storage avaliable = (2'+11 ) (151 ) (20) ' = 900 ft3
29

ROCK DAMS
(Reference 1, Section 6.63)
1. At outlet to culvert 03
a. Runoff (SCS Peak Discharge; reference 1)
From culvert #3, Q10 = 19.0 cfs
From culvert #2, Q10 = 17.0 cfs
From an additional 6.8 acres
Soil type = Lloyd loam, hydrologic soil group B
CN = 61 (good pasture)
Average watershed slope = 11%, steep
Rainfall 10 year 24 hour = 5_011 (8.03k)
Runoff depth = 1.371, (8.03c)
Peak discharge rate = 13 .0 cfs (8.03q)
Ql0 = (1.37) (13 .0 cfs) = 17.8 cfs
Total runoff = 19 + 17 + 17.8 = 53.8 cfs
b. Determine weir length
By weir equation Q = CLH1 .5 , C = 2.5, H = 1
L = Q 1 C H1.5 = 53.8 / (2.5) (11.5} 21.5' use 25'
c. Determine sediment storage required
Disturbed area = 1.6 acres
1800 ft3/acre X 1.6 acres = 2880 ft3
d. Determine storage avaliable
Heigth of rock dam at weir section = 3'
Surface area at weir heigth of 3' 3000 ft2
Storage avaliable = (3) (0.4) (3000) = 3600 ft3 ok
2. Above inlet to culvert #8
a. Runoff
From previous calculations for culvert #8, Q25 = 101.9 cfs
b, Determine weir length
By weir equation Q = CLH1'5, C = 2.5, H = 1
30

L = Q 1 C H1.5 = 101.9 1 (2.5) (11.5) = 40,8' use 45'
c. Determine sediment storage required
Disturbed area = 7.2 acres
1800 ft3/acre X 7.2 acres = 12960 ft3
d. Determine storage avaliable
Heigth of rock dam at weir section = 4'
Surface area at weir heigth of 4' = 9800 ft2
Storage avaliable = (4) (0,4) (9800) = 19600 ft3 ok
3 . Below outlet to culvert #8
a. Runoff (SCS Peak Discharge, reference 1)
From culvert 08, Q25 = 101.9 cfs
From an additional 10.7 acres
Soil type = Lloyd loam, hydrologic soil group B
CN = 61 (good pasture)
Average watershed slope = 16%, steep
Rainfall 25 year 24 hour = 5.51, (8.03m)
Runoff depth = 1.69" (8.03c)
Peak discharge rate = 16.0 cfs (8.03q)
Q25 = (1.69) (16.0 cfs) = 27.0 cfs
Total runoff = 101.9 + 27.0 = 128.9 cfs
b. Determine weir length
By weir equation Q = CLH1'5 , C = 2.5, H = 1
L = Q I C H1.5 = 128.9 / (2.5) (11.5) = 51.6' use 55'
c. Determine sediment storage required
Disturbed area = 6.7 acres
1800 ft3/acre X 6.7 acres = 12060 ft3
d. Determine storage avaliable
Heigth of rock dam at weir section = 6'
Surface area at weir heigth of 6' = 10400 ft2
Storage avaliable = (6) (0.4) (1,0400) = 24960 ft3 ok
31

4. Below outlet to culvert 09
a. Runoff
From culvert #9 design, Q25 = 91.3 cfs
b. Determine weir length
By weir equation Q = CLH1'5, C = 2.5, H = 1
L = Q / C H1.5 = 91.3 / (2.5) (11.5) = 36.5' use 40'
c. Determine sediment storage required
Disturbed period = 6 months
Disturbed area = 10.7 acres (stockpile,shop and temp. storage)
1800 ft3/acre X 10.7 acres X .5 years = 9630 ft3
d. Determine storage avaliable
Due to natural slope a horseshoe shaped dam with excavated pit
will be required.
Heigth of rock dam at weir section = 4'
Depth of pit = 1'
Length of pit = 50'
Width of pit = 40'
Storage avaliable = 5' X 50, X 40' = 10000 ft3 ok
32

E�xg�''FS
33

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PROJECT: F/lea S�' e DESIGNER:
DATE: 3-/a IF 9'
HYDROLOGIC AND CHANNEL INFORMATION SKETCH
STATION i , 611Zl z f�l
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11 02 = CHECK DISCHARGE , SAY 050 OR 0100 MAX. STREAM VELOCITY=
CULVERT HEADWATER COMPUTATION i
DESCRIPTION 0 SIZE INLET CONT. OUTLET CONTROL HW=H + hO -LSO o = o COST COMMENTS
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(ENTRANCE TYPE) L HW Ke H dC _ TW hO LSO HW a j
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PROJECT. Elte/a_S"fc DESIGNER:
DATE:
HYDROLOGIC AND CHANNEL INFORMATION SKETCH
STATION : Culb-2f #oZ
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HYDROLOGIC AND CHANNEL INFORMATION SKETCH
STATION : Iu4�.�3
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CULVERT HEADWATER COMPUTATION z }
DESCRIPTION Q SIZE INLET GONT. OUTLET CONTROL HW=H + hO -LSO ojx o c05r COMMENTS
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DATE:
HYDROLOGIC AND CHANNEL INFORMATION SKETCH
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DATE:
HYDROLOGIC AND CHANNEL INFORMATION SKETCH
STATION
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DESCRIPTION 0 size INLET CONT. OUTLET CONTROL HW=H + hp -LSO a s o G05T COMMENTS
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DATE: 1-l2 89
HYDROLOGIC AND CHANNEL INFORMATION SKETCH
STATION : -_ra/uc 2 f 0 7
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DATE: 3- 12
HYDROLOGIC AND CHANNEL INFORMATION SKETCH
STATION
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DAT E: 3- 42 `
HYDROLOGIC AND CHANNEL INFORMATION SKETCH
STATION9-
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DIVISION OF LAND RESOURCES
Winston-Salem Regional Office
M E M O R A N D U M
- - - - - - - - - -
TO: Tom Carroll y cr <C'.
Mining Special ' st
�19
FROM: Doug Miller
WSRO - Land Quality
RE: Vulcan Material - Yadkin Quarry 44
DATE: March 20 , 1989 C c-(; " ,.1 ; '+M
The staff of this office has reviewed the plans and
application submitted of Vulcan Material for their Yadkin Quarry.
Review found several items which were not adequately addressed as
raised further questions. These comments are as follows :
1. Ts 25 ' buffer adequate along the east side ofthe site? In
addition question C #8 states that aft', buffer will be
maintained between the quarry and adjacent properties.
Ideally buffer should be greater than 25 ' .
2 . Plans state stock piles area is to be at elevation 772 while
application in question #3 on page 4 states 770 contour. In
addition berms should be constructed early and brought up
with the rest of the fill to prevent excessive erosion and
resulting sedimentation due to washing out of fill slopes.
V ( 3 . / Final contours should be noted on the plans for roads and
stock pile areas.
C4A road profile and cross-section are needed. In some areas
it would seem that road ditches would need to exist on both
sides of the road - not just one. Some sections of road
north of culvert #3 are going to be much steeper than
calculations dictate.
2 The plan indicates temporary slope drains for the stockpile
� area. To prevent longterm erosion and sediment control
problems, some method of carry water off the slope is
needed. { rou. f. ec+�Cti t� xriv£, •( � St v 77?
Reclamation plan indicates all 27 acres of woods on the site
are to be removed. Limits of clearing would not seem to
indicate this much removal of forested land; please clarify.
\l

vw
Page 2
f\\� what is fish/wildlife acreage that land is to be left as?
tI
l� Rock dam below culvert #3 is handling a lot of water; 3 '
height would limit pond area which would reduce settling
efficiency. Consideration should be given to raising this
dam. \,,, <, 11,r;• �" iu r�ure- C•-Jt,T r"5�; l G� ��k
A long term sediment basin should be considered below
culvert #9 to control fines and other settleable solids
which would leave the stock pile area in storm water runoff.
`� (6.�t} LIC� u �Jc`c-L - i�1SL'+ti.�i�..7 IO�"5"i• I1.PIfitt � Fj<1� 7 � f/(G[4��-- ���'US-�
10 . Release of water from the diversion at the west end of the
site is at the top of the grade and will cause a longterm
erosion problem. rThis water needs to be carried to a stable
outlet. A,,4 "ZO3 7tw
i
( 11. Reclamation map does not address shop or used equipment
-// area. o
12. will excess spoil be present? I�lIf so, where will it go?
J 13 . How will road fills be protected at valley fill locations?
Berms with slope drains will likely be necessary to carry
runoff to stable grade.
1�4. where is the 25 ' buffer along the Pervis and James
� properties? --- �
1\`5 . Culvert #9 may be need a headwall at entrance .
on east side of plant site, fill should be feathered into
original ground before getting close to the creek as shown.
17 . No monitoring wells were shown. Proposed quarry will place
one well (Martin Marietta' s ) between two pits . �"" Lem /-
' �f YE/�w
f� ICJ"��,,,",,.�.✓s
If this office can provide further input, please let us know.
aws

"
MEMO ' APRIL 7 i989� .
�� TO ' CARROLL ��
FROM DO TOM UCf MILLER
%UBJECT � VULCAN MATERIAL% YADKIN QDARRY PE�MIT APPL��AT1O:
R EV I EW O TH AED-TIONAL MATER,TAIL %U TED TO LA N D QU(-)I..T.TY FOR TH MINE T `=
A P EFN N M EL THE QUE�TIC T ON T E V R
ION% RAI%E� IN MY M�H0 OF MARCH 20 i989 REMAIN APPLICABLE PLE�%E FIND ATTACH ~
ED ADDITIONAL COMMENT% WHICH EXPAN� POINf% MADE IN THE PREV�OU% MEMO .
- ~ O ~,
�- NO �CREENIN� I% PRO O%ED ALON� THE %OUTH PORTION OF THE PROJECT OR ALONG THE
CES'%%RO�DAINTOETHEE%ITE ^NTROL DE%I�N MANUAL %UG[�E%T% FOR 70% %ETTLING EFFICIEH --~~����",'
- ��� �«uBxunN%nv��R»�n n ' R�� JHOULD BE O Oi ACRE% P"R CF% OF RUNOFF TR �ROU�H
[Y IN A%I , U FACE A EH . E H- �_ - �. �� -�---- - - - - - - - - - _ �«�
IN�ORTHEFPROP %ED DA �EABOVENANDLBELOWDCULVERTI�8EDOIN�TEMEETNTHI%OCRITERIA^ ` n�06/ o» ��o=
T PE� � ' ~�^� ' T ° �D'` ' R~~R ' ^~ B~~~^ M~^E^~^I^` ~UN�F� ~^^^ �R' � ''A^�: ' ^�^AT LA,�" w���
i __ __M _____ � __ TO __N_ _�� _ _ _ _ _ _ _ _ _ / p/w^ --
INT IN THE MAIN CHANNEL
'vvC/7�
%EVERAL CONTROL� ARE NO�ED ON PROPERTY WHICH VULCAN HA% NOT INDICATED THEY '
NTROL MOVE E C N ROLJ 8R PROVID EV D CE O N � N -''w�
PLAN P F 1 OR THE ROAD ` P E%E T NO E E I O ' CAN BE MADE OF TH
-' ADEQUACY OF HE PRO�O%ED DITCHLI0E TREATMENT WITHOUT %UCH A PROFILE.
PL�� �HOUL CLEARLY OUTLINE AREA% TO BE CLE RED AND GRUBBED AROUND THE PROJE _
- JEDI MTEON T �EO NTRUOLT H OE ' %TOCKPAIILNT A� R�EEAN Q r C D.
THAE% �TOHO WOEN . T--H--E �� /~�vU E% BE MY MRH OF THE AREA W N H� WOD% MA f CCE
-~
MAP L �EN DO � OT �EFL CT % � f F�|� �LOPE DRAIN% . ALL %YMBOL% %HOIW14 ON '
E PLAN %HOULD BE NOTED ON THE LEC-END .
PROPO%�D I KAY A% A %CHEM TTC . BUT WE %TILL NEED A �RADINCV PLAN T
~~ 0 %H� )� ADE% ON THE Y RD AREA� B )�ROAD � ADIEN�% / C) GRADIENT ON RAMP ACCE% -
I% LOCATED JUCH THAT WATER WILL FLOW O VE R FILL JLDo� D) WITH THE DIVER�ION
A�ROW% �HOWN AT THE ENTRANCE TO CULVERT �9 WH�"H �AY WILL WATER FLOW.---'-'
N� N�
,� ~~
n� ~~
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�� ��

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2
YADKIN . QUARRY
VULCAN MATER2ALS COMPANY
ELLER SITE
SEDIMENT AND EROSION CONTROL PLAN
JANUARY 17 , 1989
REVISED : MARCH 19 , 1989

NARRATIVE
o
1 . Land Grading
Approximately 210 , 000 CY of overburden will be removed from the '
Quarry pit area and utilized for ramp construction and fill
material for the stockpile. area.
All fill slopes are to be 3 : 1 . The fill slope on the north „side of
the stockpile area is the most vulnerable to erosion. Temporary
slope drains and a diversion dike will be_maintained on top of . the
fill slope at all times . The filling operation will be carried out
in -such a manner that all runoff is continuously diverted to the
slope drains and diversion dike on the north side . When the fill is
within 2 ' of grade the .slope drains may be removed and the fill
area graded so that all runoff is diverted southward to the grass
lined channels and permanent diversion dike above the 54 "CMP inlet.
immediately upon completion of grading all disturbed areas will be
stablized per seeding specifications .
2 . Culverts with outlet protection. Practice 6 . 41
All culverts will have a minimum of 2 . 5 ' of fill from the top of
the culvert to roadway subgrade . All culverts are designed to pass
o the peak discharge resulting from the 25 year 24 hour storm event.
without overtopping the roadway. Rip rap aprons will be utilized at /
all culvert outlets and are designed to prevent erosion from
velocities resulting from the 25 year 24 hour storm event .
3 . Roadside ditches and channels . ,Practice 6 . 30 and 6 . 31
All Iroadside ditches and channels are designed to convey runoff and
remain stable during flows , resulting from the 10 year 24 hour
storm event . All grass lined ditches and channels require straw
and net as a temporary Liner. Some sections of roadside ditches and
channels require rip rap due to excessive slope and velocities .
1
4 . Quarry pit slope drains
Both permanent slope drains discharging into the Quarry pit are
designed to pass the peak discharge resulting from the 25 year V
24 hour storm event without overtopping the permanent dike
constructed above each slope drain.
5 . Temporary slope drains . Practice 6 . 32
Temporary slope drainsrwith temporary dike located on the north
side of the stockpile area are designed. to pass the peak discharge
resulting from the 1.0 year 24 hour storm event without overtopping
the dike .

6 . Temporary sediment traps . Practice 6 . 60
oTemporary sediment traps will be installed at the outlet to all
temporary slope drains on the north side of the stockpile area and
below the outlets to culverts 1 , 2 , 4 , 5 . : The traps are designed to
pass the peak discharge resulting from the 10 year 24 hour storm
event and provide sediment storage adequate for 1 year.
7 . Rock check dams . Practice 6 . 63
The rock check dam below culvert ##3 has a life expectancy of less
than 1 year. Therefore, the spillway was designed to pass, the peak
discharge resulting from the 10 year 24 hour storm event . The basin
volume was designed to contain 'the sediment generated from the
contributing disturbed areas . for 1 year .
The rock check dams below culverts #7 and #8 have a life expectancy
of 1 to 3' years . Therefore, the spillway capacity has been designed
to pass the peak discharge resulting from the 25 year 24 hour storm
event. Though not calculated, stage storage behind culverts
upstream and loss of the Quarry pit area from the contributing
drainage area is expected to reduce the peak discharge . The basin
volumes are 1 . 5 to 2 . 0 times greater than the volume required to
contain the sediment generated from upstream disturbed areas for
1 year.
o .

CONSTRUCTION SEQUENCE
o
1 . Clear access road.
2 . Install Temporary Sediment Traps and Rock Dams below access road
culverts .
3 . Install access road culverts and Rip Rap Outlet Protection.
4 . Begin grading access road. '
5 . Install road ditch and channel linings , and vegetate all disturbed
areas immediately upon completion of any section of the roadway.
° 6 . Complete access road.
week
7 . Clear quarry pit area.
$ . .Install Rock Dam below Culvert ##8 ( Ramp Culvert ) .
9 . Install Culvert #8 and Rip Rap Outlet Protection .
14 . Install Culvert #9 and Rip Rap Outlet Protection ,
11 . Install Culvert #9 . inlet channels , line and vegetate channnels
according to specifications .'
12 . Install Temporary Sediment Traps at Temporary Slope Drain Outlet
locations below toe of fill north of Stockpile and Plant Area .
13 . ' Begin overburden removal , ramp construction and fill placement .
a. Begin overburden removal from west side of site and proceed
eastward allowing the excavated area to act as a sediment trap .
b . Install Temporary Dike and Slope Drains along 'at top of fill
along the north side of future Stockpile and Plant Area ,
c . Maintain the Temporary Dike ' and extend the Temporary Slope
Drains as fill- rises .
d. Install -the Permanent Slope Drains and Berms at Quarry Pit as
soon .as overburden removal is complete. in those areas .
14 . Inspect all sediment and erosion control measures after each
rain event. Make any needed repairs and remove accumulated
sediment from measures when 1/2 full .
15 . Complete overburden removal and fill placement . �� ' �
0:,Enstall Permanent Dike along top fill above the 5411 CMP inlet
outh of Stockpile and Plant Area.
17 . Remove Temporary Slope drains and insure drainage for Stockpile
and Plant Area is to channels and 54" CMP south of the fill. .
18 . Vegetate all disturbed areas according to the Vegetation Plan .

VULCAN MATER2ALS CC7MPANY
ELLER SITE
SEDIMENT AND EROSION CONTROL PLAN
SUPPORTING CALCULATIONS
JANUARY 17 , 1989
REVISED : MARCH 19 , 1989
References :
1 . NC NRCD Erosion and Sediment Control Planning and Design Manual .
2 . NC NRCD Land Quality Section Energy Dissapator handout .
3 . Hydraulic Charts for the Selection of Highway Culverts; DOT HEC 5

a .
TABLE OF CONTENTS
Page
Culverts . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 1
Roadside ditches and channels . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 11
Quarry pit slope drains . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .. 26
Temporaryslope drains . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 28
Temporary sediment traps . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 29
Rockdams . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 30
Exhibits . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 32
4D

CULVERTS
1. Culvert 01 (18" CMP) : First culvert along access road from SR 1711
a. Runoff (SCS Peak Discharge; reference 1)
1. Soil Type: Lloyd Loam; Hydrologic Soil 'Group B
2, Average watershed slope: 3 .0%, moderate "
3 . Hydraulic length: 470,
4. Rainfall; 25 year 24 hour = 5.5" (8.03m)
5: Curve number (8.03b)
LanduseJcover Acres CN
Cultivated wfcons. 3.1 71
6. Runoff depth (8.03c) , 25 year 24 hour = 2.5111
7. Peak discharge rate (8.03p) = 4.6 cfs
Q25 = (2,5111) (4.6 cfs inch) = 11.5 cfs
b. Design information
1. Pipe slope = 8.0%
2. Pipe length = 50,
3. Qdesign _ Q25 11.5 cfs
4. Allowable headwater depth (AHW) = 4.01
5. Culvert type: CMP, Projecting; ke = 0.9; .n = 0.024
6. Receiving watercourse:
Relatively undefined natural channel significantly wider than anticipated
culvert size. Therefore, depth of flow in the channel is expected to be
considerably less than critical depth in the culvert. Thus, tailwater. is
ineffective and channel depth computations are not warranted.
7 , TW25 = N/A
8. Using the method in reference 3 complete exhibit 1 and select
a 18" culvert.
c. Rip rap outlet protection (NYDOT Method; reference 2)
Vo = 9.9 fps (Exhibit 1)
Zone = 2 ; apron material = light = 6" (D50)
Lining thickness = 12" ; Apron length = 9'
Apron end width = 91 ; Filter blanket = Synthetic filter fabric
i

2. Culvert 02 (24" CMP) : Second culvert along access road from SR 1711
a. Runoff (SCS Peak Discharge; reference 1)
1. Soil Type: Lloyd Loam; Hydrologic Soil Group B
2. Average watershed slope: 3 .0%, moderate
3 .- Hydraulic length: 850,
4. Rainfall: 25 year 24 hour = 5.5" (8.03m)
5. Curve number (8.03b)
Landuse/cover Acres CN
Cultivated w/cons. 6. 2 71
6. Runoff depth (8.03c) , 25 year 24 hour = 2,5111
7. Pear discharge rate (8.03p) = 8.0 cfs
Q25 = (2.5111) (8.0 cfs/inch) = 20.1 cfs
b. Design information
1. Pipe slope = 8.0%
2. Pipe length = 60'
3. Qdesign = Q25 = 20.1 cfs
4. Allowable headwater depth (AfiW) = 4,5'
5. Culvert type: CMP, Projecting; ke = 0.3; n = 0.024
b. Receiving watercourse:
Relatively undefined natural channel significantly wider than anticipated
culvert size. Therefore, depth of flow in the channel is expected to be
considerably less than critical depth in the culvert. Thus, tailwater is
ineffective and channel depth computations are not warranted.
7. TW25 = NIA
8. Using the method in reference 3 complete exhibit 2 and select
a 2411 culvert,
c. Rip rap outlet protection (NXDOT Method; reference 2)
Vo = 11.4 fps (Exhibit 2) -
Zone = 2 ; apron material = light = 6" (D50}
Lining thickness = 12" ; Apron length = 12'
Apron end width = 12' ; Filter blanket = Synthetic filter tabvi.c

3 . Culvert #3 (24" CMP) : Third culvert along access road from SR 1711
a. Runoff (SCS Peak Discharge; reference 1)
1. Soil Type: Lloyd Loam; Hydrologic Soil Group B
2. Average watershed slope: 4.0%, moderate
3 . Hydraulic length: 790,
4 . Rainfall: 25 year 24 hour.= 5.5" (8.03m)
5_. Curve number (8.03b)
Landuse/cover Acres CN Acres X CN
Cultivated w/cons. 9.4 71 667 .4
Woods-good cover 1.9 55 104.5
11.3 771.9
Weighted CN = 771.9. / 11.3 acres = 68.3 use 68
6. Runoff depth (8.03c) , 25 year 24 hour = 2.25"
7. Peak discharge rate (8.03p) = 10.1 cfs
Q25 = (2.25, (10.1 cfs inch) = 22.7 cfs
b. Design information
1. Pipe slope = 7.0%
2. Pipe length = 90,
3 . Qdesign - Q25 = 22.7 cfs
4. Allowable headwater depth (AHW) = 4.5,
5 . Culvert type: CMP, Projecting; k = 0.9; n = 0.024
.. e
6. Receiving watercourse:
Wide, defined channel with a rock check dam located approximately 140'
downstream. Temporary impoundment behind the rock check dam is expected
to provide some tailwater conditions at the culvert outlet.
7. TW25 = 0.5'
8. Using the method in reference 3 ; complete exhibit 3, select a 24" culvert.
c. Rip rap outlet protection (NYDOT Method; reference 2)
Vo = 11.2 fps (Exhibit 3)
Zone = 2; apron material = light = 6" (D }
50 .
Lining thickness = 12" ; Apron length = 12'
Apron end width = 12' ; Filter blanket = Synthetic filter fabric
q

4,. Culvert #4 (24" CMP): Fourth culvert along access road from SR 1711
a. Runoff (SCS Peak Discharge; reference 1)
1. Soil Type: Lloyd Loam; Hydrologic Soil Group H
2. Average watershed slope: 3.0%, moderate
3 . Hydraulic length; 680,
4 . Rainfall: 25 year 24 hour = 5,5" (8.03m)
5. Curve number (8.03b)
Landuse/cover Acres CN Acres X CN
Cultivated w/cons. 5.0 71 355.0, -
Woods-good cover 1.5 55 . 71.5
6.3 426. 5
Weighted CN = 426.5 1 6.3 acres = 67.7 use 68
6. Runoff depth (8.03c) , 25 year 24 hour = 2.251,
7. Peak discharge rate (8.03p) = 7.6 cfs
Q25 = (2.2511) (7.6 cfs/inch) _ 17, 1 cfs
b. Design information
1. Pipe slope = 4 .0%
2. Pipe Length = 60,
3. 4design � Q25 = 17.1 cfs
4. Allowable headwater depth (AHW) 4.5'
5. Culvert type: CMP, Projecting; ke = 0.9; n = 0.024
6. Receiving watercourse:
Relatively undefined natural channel significantly wider than anticipated
culvert size. Therefore, depth of flow in the channel is expected to be
considerably less than critical depth in the culvert. Thus, tailwater is
ineffective and channel depth computations are not warranted.
7 . TW25 = NIA
8. Using the method in reference 3; complete exhibit 4, select a 24" culvert.
c. Rip rap outlet protection (NYDOT Method; reference 2) -
Vo = 8.4 fps (Exhibit 4)
Zone = 2 ;' apron material = Light = 6" (D50}
Lining thickness = 12" ; Apron' length = 12,
Apron end width = 121 ; Filter blanket = Synthetic filter fabric
4

5. Culvert 05 (18" CMP) : Fifth culvert along access road from SR 1711
a. Runoff (SCS Peak Discharge; reference 1)
1. Soil Type: Lloyd Loam; Hydrologic Soil Group B
2. Average watershed slope: 4.0%, moderate
3. Hydraulic length: 360!
4. Rainfall: 25 year 24 hour = 5.5" (8.03m)
5. Curve number (8.03b)
Landuse/cover Acres CN Acres X CN
Cultivated w/cons. 1.8 71 127.8
Woods-good cover 1.1 55 60.5'
2.9 188.3
Weighted CN = 188.3 / 2.9 acres = 64.5 use 65
6. Runoff depth (8.03c) , 25 year 24 hour = 2.00"
7 . Peak discharge rate (8.03p) = 4. 1 cfs
Q25 = (2.0011) (4. 1 cfs/inch) = 8.2 cfs
b. Design information
1. Pipe slope = 9.,0%
2. Pipe length = 60,
3. Qdesign = Q25 = 8.2 cfs
4 . Allowable headwater depth (AHW) = 4.0'
5. Culvert type: CMP, Projecting; ke = 0.9 ; n = 0.024
6. Receiving watercourse:
Relatively undefined natural channel significantly wider than anticipated
culvert size. Therefore, depth of flow in the channel is expected to be
considerably less than critical depth in the culvert. .Thus, tail.water is
ineffective and channel depth computations are not warranted.
7. TW25 = NIA
8. Using the method in reference 3 ; complete exhibit 5, select a 18" culvert.
c. Rip rap outlet protection (NYDOT Method; reference 2)
Vo = 9.6 fps (Exhibit 5)
® Zone = 2 ; apron material = light = 6" (D50)
Lining thickness = 12" ; Apron length = 9'
Apron end width = 91 ; Filter blanket = Synthetic filter fabric
5

6. Culvert #6 (18" CMP) : Sixth culvert along access road from SR 1711
a. Runoff (SCS Peak Discharge; reference 1)
1. Soil Type: Lloyd Loam; Hydrologic Soil Group B
2. Average watershed slope: 9.0%, steep
3. Hydraulic length: 410'
4 . Rainfall: 25 year 24 hour = 5.5" (8.03m)
5. Curve number (8.03b)
Landuse/cover Acres CN
Woods-good cover 5.5 55
6. Runoff depth (8.03c) , 25 year 24 hour = 1. 221,
7 . Peak discharge rate (8.03q) = 8.3 cfs
Q25 = (1.2211) (8.3 cfs/inch) = 10.1 cfs .
'b. Design information
1. Pipe slope = 3 .0%
2. Pipe length = 55'
3' Qdesign = Q25 = 10.1 cfs
4. Allowable headwater depth (AHW) = 4.0'
5. Culvert type: CMP, Projecting; ke = 0.9 ; n = 0.024
6. Receiving watercourse:
V-shaped rip rap channel. Q 5 in the channel is expected to provide some
tailwater at the culvert outlet.
7 . TW25 = 1.1'
8. Using the method in reference 3 ; complete exhibit .6, select a 181, culvert.
c. Rip rap outlet protection (NYDOT Method; reference 2)
V o = 6.7 fps (Exhibit 6).
Zone = 2 ; apron material = light• = 6" (D50)
Lining thickness = 12" ; Apron length = 9'
Apron end width = 9' ; Filter blanket = Synthetic filter fabric
6

7. Culvert 07 (36" CMP) : Seventh culvert along access road from SR 1711
a. Runoff (SCS Peak Discharge; reference 1),
1. Soil Type: Lloyd Loam; Hydrologic Soil Group B
2. Average watershed slope: 11.0%, Steep
3 . Hydraulic length: 1950'
4 • Rainfall: 25 year 24 hour = 5.5" (8.03m) -
5. ,Curve number (8.03b)
Landuse/cover Acres CN Acres X CN
Cultivated w/cons. 8,4 71 596.4
Woods-good cover 21.9 55 1204.5
30.3 1800,9
Weighted CN = 1800.9' '/ 30.3 acres =� 59.4 use 60
6. Runoff depth (8.03c) , 25 year 24 hour = 1.611,
7. Determine peak discharge for equivalent drainage area
Equivalent drainage area = 39.0 acres (8.03n)
Discharge per inch of runoff (8.03q) = 37 .0 cfs
Q = (1.6111) (37 .0 cfs/inch) = 59.6 cfs
Q = (59.6 cfs) (30.3 acres139.0 acres) = 46.3 cfs
8. Adjust discharge for watershed slope (8.03d)
Q25 = (0.93) (46.3 cfs) = 43 .1 cfs'"
b. Design information
1. Pipe slope = 2.0%
2. Pipe length = 110'
3 ' Qdesign = Q25 = 43 . 1 cfs
4 . Allowable headwater depth (AHW) = 12.5'
5. Culvert type: CMP, Projecting; ke = 0.9 ; n = 0.024
6. Receiving watercourse;
Wide, natural channel immediately below cultvext outlet narrowing to
approximately 8' in width with channel slope increasing to to 7.5% about
100, downstream is expected to provide tailwater conditions at outlet.
7 . TW25 = 1. 1'
8. Using the method in reference 3 ; complete exhibit 7 , select a 361, culvert.

c. Rip rap outlet protection (NYDOT Method; reference 2) -
Vo = 8. 1. fps (Exhibit 7) .
Zone• - 2; apron material =light = 6" (D50}
. Lining thickness = 12" ; `Apron length = 18'
Apron end width = -181 ; � Filter blanket = Synthetic filter fabric . ,.
8. Culvert #8 (54" CMP) : !Under quarry pit ramp
a. Runoff (SCS Peak Discharge; reference 1)
I. Soil-Type: Lloyd Loam; Hydrologic Soil Group B
2. Average watershed slope: 10.0%, Steep
3 . Hydraulic length; 1110,
4.'.Rainfall: 25 year 24 hour = 5.5" (8.03m) .
S. ,Curve number (8.03b)
Landuse/cover Acres CN Acres X CN
Pasture-good 7. 1 55 390.5
Woods-good cover 12.5 61 762.5
• 19.6 1153.0 •
Weighted CN = 1153.0 / 19.6 acres = 58.8 use 59
6. Runoff depth (8.03c) , 25 year 24 hour = 1.53"
7 . Determine peak discharge for -equivalent--drainage area
Equivalent drainage area = 18.0 acres (8.03n)
Discharge per inch of runoff (8.03q) = 20,0 cfs
Q = (1.5311) (20.0 cfs/inch) = 30.6 cfs
Q = (30.6 cfs) (19.6 acres/18.0 acres) = 33.3 cfs
8. Adjust discharge for watershed slope (8.03d)
Q25 = (0.92) (33 .3 cfs) = 30.7 cfs
9. Total runoff (add discharge from culverts 4,5,6,7,@ channel for culvert #k6)
Q25 total = 30.7 + 17 . 1 + 8.2 + 10.1 + 43. 1 +2.8 = 101.9 cfs
b. Design information
1. Pipe slope = 2.0% -
2. Pipe length 170,
3 ' Qdesign = Q25 = 101.9 cfs
A

4. Allowable headwater depth (AHW) = 9.6'
5. Culvert type: CMP, Projecting; ke 0.9 ; n = 0.024
G. Receiving watercourse:
Wide, expanding, natural channel immediately below culvert outlet. Soine
tailwater conditions are expected .at culvert outlet.
7 . TW25 = 1.5'
8. Using the method in reference 3 ; complete exhibit 8, select a 54" culvert.
c. Rip rap outlet protection (NYDOT Method;' reference 2)',
V = 10.2 fps (Exhibit.8)'
0
Zone = 3 ; apron material =medium =' 13" (D50)
Lining thickness = .18" ; Apron length 36,
Apron end width = 361 ; Filter blanket = Synthetic filter fabric
9. ,Culvert #9 (54" CMP) : Under stockpile area
a. Runoff (SCS Peak Discharge; reference 1)
1. Soil Type: Lloyd Loam; Hydrologic Soil Group B
2. Average watershed slope: 9.0%, Steep_
3 . Hydraulic length: 880,
4. Rainfall: 25 year 24 hour = 5.5" (8.03m)
5 . Curve number (8.03b)
Landuselcover Acres CN Acres X CN
Cultivated w1cons. 3.3 71 234.3
Stockpile area-gravel 10.0 85 85010
Pasture-good 12.7 61 774.7
Woods-good cover 4.3 55 236.5
30.3 2095.5
Weighted CN = 2095 .5 1 30.3 acres = 69.2 use 70
6. Runoff depth (8.03c) , 25 year 24 hour = 2.42"
7. Determine peak discharge for equivalent drainage area
Equivalent drainage area = 12.0 acres (8.03n)
Discharge per inch of runoff (8.03q) = 17.0 cfs
Q = (2.4211) (17.0 cfs/inch) = 41.1 cfs
Q

Q = (41.1 cfs) (30.3 acres/12.0 acres) .= .103.8 cfs
8. Adjust discharge for watershed slope (8.03d)
OQ25 - (0.88) (103 .8 cfs) = 91.3 cfs
b. Design information
1. .Pipe slope = 6.0%
2. Pipe length =, 410+
3. Qdesign T Q25'- 91.3 cfs{
4. Allowable. headwater depth (AHW) = ,6,4"''
5. Culvert type; CMP, Projecting; k' = 0.9 ; n = 0.024
6. Receiving watercourse: : .
There is no defined channel at the culvert outlet. Therefore, flow below
the culvert outlet is expected to be considerably less than critical depth"_._
of .flow in the culvert. Thus, tailwater is ineffective and computations
are not warranted.
7. TW25 = NIA
8. Using the method in reference 3 ; complete exhibit 9, select a 541, culvert.
c. Rip rap outlet protection (NYDOT Method; ' reference 2)
Vo = 14.9 fps (Exhibit 9)
Zone = 5; apron material = heavy = 23++ (D50}
Lining thickness = 30" ; Apron length = 45'
Apron end width = 45' ; Filter blanket = Synthetic filter fabric
1 r%

ROADSIDE DITCHES AND CHANNELS
Runoff curve numbers and watershed slopes are from previous culvert
Ooutlet protection calculations. For drainage°areas less than 1' acre
the 1 acre rate was used to determine peak discharge.
1. Culvert #1, east. ditch
a. Runoff (SCS Peak Discharge Method, - reference- 1)
I. Drainage area 1,0 acres
2. Curve number w 71
3 . Average watershed slope _= 3.0%, moderate
4. Runoff depth (8.O3c)
10 year 24 hour = 2.12"
2 year 24 hour, = 1.09.1.1
5. Peak discharge rate (8.O3p) = 2,O *cfs
Q10 - (2.1211) (2.O. cfs/inch) -= 4.2 cfs
Q2 - (1.0911) (2.0• cfs/inch) .= 2.2•cfs
b. Proposed ditch grade = 2.7% •
c. Proposed vegetative' cover = Tall Fescue
d. Soil type = Lloyd Loam (easily erodible)
e. Permissible velocity for established vegetation = 4.5 fps (8.05a)
f. Retardance class = "C" uncut, -"D" .cut (8.O5c)
g. V shape ditch with Z = 4
Description d(ft) A(ft2) R(ft) n V(fps) Q(efs) Comments
Cut "D" 0.7 1.96 0.340 0.049 2.4 4.8 V<V ,Q>Q p 1O
Uncut "C" 0.8 2.56 0.388 0.060 2.2 5 .6 Q>Q1O
Bare 0.4 0.64 0, 194 0.020 4. 1 2.6 Q>Q2,V<Vp
Tall Fescue is adequate for a permanent cover. However, a temporary
lining is required since V>Vp (2.0 fps) .
h. Determine acceptable temporary lining _
].., Calculate shear stress for Q2
T = yds = (62.4) (0.4) (0.027) = 0.67 lb/ft2
2. -Straw and net appears to be and acceptable lining
Td = 1.45 (8.05g) , n = 0.033 (8.05e)
d(ft) A(ft2) R(ft) n V(fps) ' Q(cfs) T(lb/ft2) Comments
0.6 1.44 0.241 0.433 3 .2 4 .7 1.01 T<Td,Q>Q2
Ditch summary:
Permanent cover = Tall Fescue, Temporary lining = Straw and net
V shape, Z = 4, d = 1.0' , grade = 2.7%

2. Culvert 01, west ditch
a. Runoff (SCS Peak Discharge Method, reference 1)
I. Drainage area = 0.4 acres
2. Curve number = 71-
3 . Average watershed slope = 3 .0%, moderate
4. Runoff. depth (8.03c)
10 year 24 hour = 2.1211 ,
2 year 24 hour = 1.091,
5. Peak discharge rate (8.03p) 2.0 cfs.
S • ,
Q10 - (2.1211) (2.0 cfs/inch) - 4.2 cfs
Q2 = (1.0911) (2.0 cfs/inch) a 2.2 .cfs
b. Proposed ditch grade = 1.5%
c. Proposed vegetative cover = Tall Fescue
d. Soil type = Lloyd Loam (Easily erodible)
e. Permissible velocity for established vegetation_ = 4.5 fps (8,05a)
f. Retardance class= "C" uncut, I'D" cut (8.05c)
g. V shape ditch with. Z = 4
Description d(ft) •A(ft2) R(ft) n V(fps) Q(cfs) ' Comments
Cut "D" 0.8 2.56 0.388 0.049 2.0 5.2 - V<Vp,Q>Q10
Uncut "C" 0.8 2.56 0.388 0,060 1.6 4.2 Q=Q1Q
Bare 0.4 0.64 0.194 0.020 3. 1 2.0 V>V
P
Tall Fescue is adequate for a permanent cover. However, a temporary
lining is required since V>Vp (2.0 fps) .
h. Determine acceptable temporary lining
1. Calculate shear stress for Q2
T = yds = (62.4) (0.4) (0.015) = 0.37 lblft2
2. Straw and net appears to be and acceptable lining
Td = 1.45 (8.05g) , n = 0.033 (8.05e)
d(ft) AM 2 R(ft) n V(fps) Q(cfs) T(lb/ft2) Comments
0.6 1.44 0.291 0.033 2.4 3.5 0.56 T<Td,Q>Q2 -.
Ditch summary:
Permanent cover = Tall Fescue, Temporary lining = Straw and net
V shape, Z = 4, d = 1.01 , grade = 1,5%

3. Culvert #2, east and west ditches
The only difference in parameters for these ditches and Culvert 4f1,
west are the drainage areas. The 1 acre rate was used to calculate
peak discharge for Culvert #1 even though the. actual area was 0.4
acres. Culvert #2 east ditch drainage area is 0.5 acres and the
west ditch drainage area is 1.0 acres. There for construct both
Culvert -02 ditches 'to the same specifications as Culvert 0.1, west.
4 . Culvert 03, south ditch
a. Runoff (SCS Peak Discharge Method, reference 1)
1. Drainage area = 8.8 acres
2. Curve number = 68
S. Average watershed slope =' 4.0%, moderate
4. Runoff depth (8.03c)
10 year 24 hour = 1.8819 '
2 year 24 hour = 0.931'
5. Peak discharge rate (8.03p) = 9.6 cfs
Q10 = (1.8$") (9.6 cfsjinch) = 18.0 cfs
Q2 = (0.9311) (9.6 cfs inch) = 8.9 cfs
b. Proposed ditch grade = 5.47%
c. Proposed vegetative cover = Tall. Fescue .
d. Soil type = Lloyd Loam (easily erodible).
e. Permissible velocity for established- vegetation = 4.0 fps (8.05a)
f. Retardance class = "C" uncut, "D" cut (8.05c)
g. V shape ditch with Z = 4
Description d(ft) A(ft2) R(ft) n V(fps) Q(cfs) Comments
Cut "D" 0.9 3 .24 0.437 0,048 4 . 1 13 .4 V>V ,Q<Q
p 10
Vegetation is not a suitable cover. Use rip rap.
Try rip rap D50 = 9"
Td = 3.8 lb/ft2 (8.05g) , n = 0.062 (8.05f)
d(ft) A(ft2) R(ft) n V(fps) Q(cfs.) T(lbfft2} Comments
1.1 4.84 0.534 0.062 3 .7 18.0 3 .7 T<Td,Q=Q10
Determine maximum stone size and rip rap thickness
Dmax = 1.5 D50 = (1.5) (911) = 13 .5 use 1211.
Rip rap thickness = (1.5) (1211) = 181,
ODitch summary:
Permanent cover = rip rap, D50 = 911 , thickness = 18"'
V shape, Z = 4, d = 1.51 , grade = 5.4%
Filter blanket = Synthetic filter fabric

,5. Culvert U , north ditch
a. Runoff (SCS- Peak Discharge Method, reference 1)
. 1. Drainage area = 2.5 acres
2 . Curve number = 68
3. 'Average watershed slope, = 4.0%, moderate' . `
4 . Runoff depth (8.03c) of .�
10 year .24 hour = 1.881" lA
2 year 24 hour =�- 0.93"'
5. Peak discharge rate (8.03p) - 3.7 cfs
Q10' _ (1.8811) (3.7 cfs/inch) - '6.8 cfs
Q2 ' _ (0.9311) (3.7 cfs/inch) = 3 .4 cfs .
b. Proposed ditch grade = 4.1% '
c. Proposed vegetative cover = Tall Fescue
d. Soil type = Lloyd Loam (easily erodible)
e. Permissible velocity for established vegetation = 4 .5 fps (8.05a)
f. Retardance class = "C" uncut, "D" cut (8.05c)
g. V shape ditch with Z = 4
Description d(ft) A(ft2) R(ft) n V(fps) Q(cfs) Comments
Cut "D" 0.8 2.56 0.388 0.048 3.3 8.5 V<Vp,Q>O
Uncut "C" 0.8 2.56 0.388 0.060 2.7 6.8 Q=Q10
Bare 0.5 1.00 0.243 0.020 3 .9 3 .9 V>V
Tall Fescue is adequate for a permanent cover. However, a temporary
lining is required since V>Vp (2,0 fps) .
h. Determine acceptable' temporary lining
1., Calculate shear stress for Q2
T = yds = (62.4) (0.5) (0.041) = '1.28 lb/€t2
2. Straw and net appears to be and acceptable lining
Td = 1.45 (8,05g) , n = 0.033 (8.05e)
d(ft) A(€t2) R(ft) n V(fps) Q(cfs) T(lb/ft2) Comments
0.5 1.00 0.243 0.033 3.6 3.6 1.28 T<Td,Q>Q2
Ditch summary:
Permanent cover = Tall Fescue, Temporary lining = Straw and net
V shape, Z = 4, d = 1.01 , grade = 4.1%
7 r,

6. Culvert 04, east ditch
a. Runoff (SCS Peak Discharge Method, reference 1)
1. Drainage area = 0.6 acres
2. Curve number = 68
3. Average watershed slope = 3.0%, moderate
4. Runoff depth (8.03c)
10 year 24 hour := 1.88"
2 year 24 hour = .0.93"
5. Peak discharge rate (8.03p) = 1.9 cfs
Q10 = (1.8811) (1.9 cfs/inch) 3.6, cfs
Q2 = (0.9311) (1.9 cfs/inch) = 1.8 cfs
b. Proposed ditch grade = 6.7%
c. Proposed vegetative cover = Tall Fescue
d. Soil type = Lloyd Loam (easily erodible)
e. Permissible velocity for established vegetation = 4.0 fps (8.05a)
f. Retardance class = "C" uncut, "D" cut (8.050
g. V shape ditch with Z = 4
Description d(ft) A(ft2) R(ft) n V.(fps) Q(cfs) Comments
Cut "D" 0.6 1.44 0.291 0.058 2.9 4. 2 V<Vp,Q>Q10
Uncut "C" 0.7 1.96 0.340 0.072 2.6 5.1 Q>Q10
Bare 0.3 0.36 0. 146 0.020 5.3 1.9 V>Vp
Tall Fescue -is adequate for a permanent cover. However, a temporary
lining is required since V>Vp .(2.0 fps) .
h. Determine acceptable temporary lining
1. .Calculate shear stress for Q2
T = yds = (62.4) (0.3) (0.067) = 1.25 lb/ft2
2. Straw and net appears to be and acceptable lining
Td = 1. 45 (8.05g) , n = 0,065 (8.05e)
d(ft) A(ft2) R(ft) n ' V(fps) Q(cfs) T(lb/ft2) Comments
0.4 0.64 0.194 0.065 2.0 1.3 1.67 T>Td,Q<Q2
Since peak discharge was calculated at the 1 acre rate rather than the
actual 0.6 acre drainage area the actual flow depth and rate will be
much less. Therefore, straw and net should be adequate.
Ditch summary:
Permanent cover = Tall Fescue, Temporary lining = Straw and net
V shape, Z = 4 , d = 1.01 , grade = 6.7%
15

7. Culvert #4, west ditch
a. Runoff (SCS Peak Discharge Method, reference 1)
1. Drainage area 0.3 acres
40 2. Curve number = 68
3 . Average watershed slope = 3.0%, moderate
4. Runoff depth (8.03c)
10 year 24 hour = 1.88"
2 year 24 hour = 0.93"
5. Peak discharge rate (8.03p) = 1.9 cfs
Q10 = (1.8811) (1.9 cfs/inch) = 3.6 cfs
Q2 = (0.9311) (1.9 cfs/inch) = 1.8 cfs
b. Proposed ditch grade = 2.7%
c. Proposed vegetative cover = Tall Fescue
d. Soil type = Lloyd Loam (easily erodible)
e. Permissible velocity for established vegetation = 4 .5 fps (8.05a)
f. Retardance class = "C" uncut, "D" cut (8.05c)
g. V shape ditch with Z = 4
Description d(ft) A(ft2} R(ft) n V(fps) Q(cfs) Comments
Cut "D" 0.7 1.96 0.340 0.059 2.4 4.7 V<Vp,Q>Q10
Uncut "C" 0.7 1.96 0.340 0.064 1.8 3.6 Q=Q10
Bare 0.4 0.64 0.194 0.020 4.0 2.6 V>V
P
Tall Fescue is adequate 'for a permanent cover. However, a temporary
lining is required since V>V (2.0 fps) .
p i
h. Determine acceptable temporary lining
1. Calculate shear stress for Q2
T = yds = (62.4) (0.3) (0.027) = 0.67 lb/ft2
2. Straw and net appears to be and acceptable lining
Td = 1. 45 (8.05g) , n = 0.033 (8.05e).
d(ft) A(ft2) R(ft) n V(fps) Q(cfs) T(lb/ft2) Comments
0.5 1.00 0.243 0.033 2.8 2.8 0.84 T<Td,()>Q2
Ditch summary:
Permanent cover = Tall Fescue, Temporary lining = Straw and net
V shape, Z = 4 , d = 1.01 , grade = 2.7%
16 -

S. Culvert #5, east ditch
a. Runoff (SCS Peak Discharge Method, reference 1)
1. Drainage area = 0.3 acres
2. Curve number = 65
3 . Average watershed slope W 4.0%, moderate
4. Runoff depth (8,03c)
10 year 24 hour- 1.65"
2 year 24 hour = 0.77"
•5 • `Peak discharge rate (8.03p) =, 1.9' cfs
Q1a _ (1.65") (1.9 cfs/inch) - 3.1' efs :
Q2 = (0.7711) (1.9 •cfs/inch) = 1.5 cfs
b. .Proposed ditch grade = 3.09E
c. Proposed vegetative cover = Tali Fescue
d• Soil type = Lloyd Loam (easily erodible)
e. Permissible velocity for established vegetation = 4 .5 fps (8.05a)
f. Retardance class = "C" uncut, "D" cut (8.05c)
g. V shape ditch with Z = 4
Description d(ft) A(ft2) R(ft) n V(fps) Q(cfs) Continents
Cut "D" 0.6 1.44 0.291 0.052 2.2 3. 1 V<V ,Q=Q
p IO
Uncut "C" 0.7 1.96 0.340 0.059 2.1 4. 1 Q>Q10
Bare 0.4 0.64 0. 194 0.020 4.4 2.8 V>V
p
Tall Fescue is adequate for a permanent cover. However, a temporary
lining is required since V>Vp (2.0 fps) .
h. Determine acceptable temporary lining
1., Calculate shear stress for Q2
T = yds = (62.4) (0.4) (0.03) = 0.75 lb/ft2
2. Straw and net appears to be and acceptable lining
Td =-1.45 (8.05g) , n = 0.033 (8.05e)
d(ft) A(ft2} R(ft) a V(fps) , Q(cfs) T(lb/ft2} Comments
0.5 1.00 0.243 0.033 3 .0 3 .0 0.94 T<Td,Q>Q2
Ditch summary:
Permanent cover = Tall Fescue, Temporary .lining = Straw and net
V shape, Z = 4 , d = 1.01 , grade W 3.0%
,7

9. Culvert 05, west ditch
a. Runoff (SCS Peak Discharge Method, reference 1)
1. Drainage area = 0.3 acres
2. Curve number = 65 .
3 . Average watershed slope = 4.0%, moderate
4. Runoff depth (8.03c)
10 year 24 hour = 1.651,
2 year 24 hour = 0.771,
5. Peak discharge rate (8.03p) = 1.9 cfs
Q10 = (1.6511) (1.9 cfs/inch) = .3.1 cfs
Q2 =. (0.7711) (1.9 cfsJinch) = 1.5 cfs
b. Proposed ditch grade =• 1.5%
c. Proposed vegetative cover = Tall Fescue
d. Soil' type = Lloyd Loam (easily erodible)
e. Permissible velocity for established vegetation = 4 .5 fps (8.05a)
f. Retardance class = "C" uncut, "D" cut• (8.05c)
g. V shape ditch with Z = 4
Description d(ft) A(ft2) R(ft) ri V(fps) Q(cfs) Comments
Cut "D" 0.7 1.96 0.340 0.048 1.9 3.7 V<V ,Q>Q
p 10
O Uncut "C" 0.7 1.96 0.340 0.059 1.5 3. 1 Q=Q10
Bare 0.4 0.64 0. 194 0.020 3.0 2.0 V>Vp
Tall Fescue is adequate for a permanent cover. However, a temporary
lining is required since V>Vp (2.0 fps) .
h. Determine acceptable temporary lining
1. Calculate shear stress for Q2
T = yds = (62.4) (0.4) (0.015) = 0.37 1bJft2
2. Straw and net appears to be and acceptable Xining
Td = 1.45 (8,05g) , n = 0.033 (8.05e)
d(ft) A(ft2) R(ft) n V(fps) Q(cfs) T(lb/ft2) Comments
0.5 1.00 0.243 0.033 2.2 2.2 0. 47 - T<Td,Q>Q2
Ditch summary:
Permanent cover = Tall Fescue, Temporary lining = Straw and net
V shape, Z W 4, d = 1.01 , grade = 1.5%
�o

10. Culvert #6, east ditch
a. Runoff (SCS Peak Discharge Method, reference 1)
0 1. Drainage area 5.0 acres
2. Curve number = 55
3. Average watershed slope = 9.0%, steep
4. Runoff depth (8.03c)
10 year 24 hour = 0.9411
2 year 24 hour = 0.3211
5. Peak discharge rate (8.03q) = 8.0 cfs
Q10 = (0.9411) (8.0 cfs/inch) = -7'.5 cfs
Q2 = (0.3211) (8.0 cfs/inch) = 2.6 cfs
b. Proposed ditch grade = 9.7%
c. Proposed cover = rip rap (too steep for vegetation)
d. V-shape ditch with Z = 4
Try rip rap D50 = 121,
Td = 5.0 lb/ft2 (8.05g) , n = 0.084 ' (8.05f)
d(ft) A(ft2) R(ft) n V(fps) Q(cfs) T(lblft2) Comments
0.8 2.56 0.388 0.084 2.9 7.5 4.8 T<Td,Q=Q10
Determine maximum stone size: and rip rap thickness
Dmax = 1.5 D50 = (1.5) (1211) = 1811 ,
Rip rap thickness = (1.5) (1811) = 27
Ditch summary:
Permanent cover = rip rap, D50 = 1211 , thickness = 271,
V shape, Z = 4 , d = 1.51 , grade = 9.7%
Filter blanket = Synthetic filter fabric
7 A

11. Culvert #6, west ditch
a. Runoff (SCS Peak Discharge Method, reference 1)
1. Drainage area = 0.5 acres
2. Curve number = 55 �
3 . Average watershed slope = 9.0%, steep
4 . Runoff depth (8.03c) '
10 year 24 hour = 0.941,
2 year 24 hour = .0.32"
5. Peak discharge rate (8.03q) = 2.5 cfs
Q10 = (0.9411) (2.5 cfs/inch) = 2.4 cfs
Q2 = (0.3211) (2.5 cfs/inch) = 0.8 cfs
b. Proposed ditch grade = 4.8%
c. Proposed vegetative cover = Tall Fescue
d. Soil type = Lloyd Loam (easily erodible)
e. Permissible velocity for established vegetation = 4.5' fps (8.05a)
f. Retardance class = "C" uncut, "D" cut (8.05c)
g. V shape ditch with Z = 4
Description d(ft) A(ft2) R(ft) n V(fps) Q(cfs) Comments
OCut I'D" 0.6 1. 44 0. 291 0.052 3 .4 4.9 V<Vp,Q>Q10
Uncut "C" 0.6 1. 44 0.291 0.070 2.0 2.9 Q>Q10
Bare 0.3 0.36 0. 146 0.020 4.5 1.6 V>V
p
Tall Fescue is adequate for a permanent cover. However, a temporary
lining is required since V>Vp (2.0 fps) .
h. Determine acceptable temporary lining
1. Calculate shear stress for Q2
T = yds = (62.4) (0'.3) (0.048) = 0.90 lb/ft2
2. Straw and net appears to be and acceptable lining
Td = 1.45 (8.05g) , n = 0.065 (8.05e)
d(ft) A(ft2) R(ft) n V(fps) Q(cfs) T(lb/ft2) Comments
0.4 0.64 0.194 0,065 1.7 1.1 1.20 T<Td)Q>Q2
Ditch summary:
Permanent cover = Tall Fescue, Temporary lining = Straw and net
V shape, Z = 4, d = 1.01 , grade = 4 .8%
9n

12: Culvert V, east ditch
a. Runoff (SCS Peak Discharge Method, reference 1)
O1. Drainage area = 0.2 acres
2. Curve number 60
3 . Average watershed slope = 11.0%, steep '
4. Runoff depth (8.03c.)
10 year 24 hour = 1.30"
2 year 24 hour = 0.55"
5. Peak discharge rate (8.03q) — 2.6 cfs
Q10 = (1.3011) (2.6 cfs/inch) = 3 .4= cfs
Q2 =. (0.5511) (2.6 cfs/inch) 1.4 cfs. ' .
z .
b. Proposed ditch grade = 13 .0%
c. Proposed cover = rip rap (too steep for vegetation)
d. V shape ditch with Z = 4
Try rip rap D50 = 12"
Td = 5.0 lb/ft2 (8.05g) , n = 0.084 (8.05f)., -
d(ft) A(ft2) R(ft) n V(fps) Q(cfs) .. T(1b/ft2) Comments
0.6 1.44 0.291 0.084' 2.8 . 4.0 4.9 T<Td,Q>Q10
Determine maximum stone size and rip .rap thickness
Dmax = 1.5 D50 = (1.5) (1211) = 18"
Rip rap thickness = (1.5) (1811) = 27"
Ditch summary:
Permanent cover = rip rap, D54 = 1211 ", thickness = 27
V shape, Z = 4, d = 1.51 , grade = 13.0%

13 . Culvert V , west ditch, upper section
a. Runoff (SCS Peak Discharge Method, reference' l)
. 1. Drainage area = 1.2 acres
2. Curve number 60
3 . Average watershed slope = '11.0%, steep
4 . Runoff depth (8.03c)
10 year 24 hour = 1.30"
2 year 24 hour = 0.55"
5. Peak discharge rate (8.03q) = 2.7 cfs
Q10 = (1.3011) (2.7 cfs/inch) = 3 .5 cfs
Q2 = (0.55") (2.7 cfs/inch) = 1.5 cfs
b. Proposed ditch grade = 1.7%
c. Proposed vegetative cover = Tall Fescue
•d. Soil type = Lloyd Loam (easily erodible)
e. Permissible velocity for established vegetation = 4.5 fps (8.05a)
f. Retardance class = "C" uncut, "D" Cut (8.05c)
g. V shape ditch with Z = .4'
Description d(ft) AM 2 R(ft) n . ' V(fps) Q(cfs) Comments
Cut "D" 0.7 1.96 0.340 0.048 2.0 3.9 V<Vp,Q>Q10
Uncut' "C" 0.8 2.56 0.388 0.059 1.8 4.6' Q>Q10
Bare 0.4 0.64 0.194 0.020 3 .3 2.1 V>V
p
Tall Fescue is adequate for a permanent cover. However, a temporary
lining is required since V>Vp (2.0 fps) .
h. Determine acceptable temporary lining
1. Calculate shear stress for Q2
T = yds = (62.4) (0.4) (0.017) = 0. 42 lb/ft2
2. Straw and net appears to be and acceptable lining
Td = 1.45 (8.05g) , n = 0.033 (8.05e) -
d(ft) A(ft2) ' R(ft) n V(fps) , Q(cfs) T(lb/ft2) Comments
0.5 1.0 0.243 0.033 2.3 2.3 0.53 T<Td'Q>Q2
•Ditch summary;
Permanent cover = Tall Fescue, Temporary lining = Straw and net
V shape, Z = 4, d = 1.01 , grade = 1.7%

14. Culvert 0, west ditch, lower section
a. Runoff (SCS Peak Discharge Method, reference 1)
® 1. Drainage area = 1.2 acres
2. Curve- number = 60
3 . Average watershed slope = 11.0%, steep
4 . Runoff depth (8.03c)
10 year 24"hour = 1.301,
2 year 24 hour = 0.55ft
5. Peak discharge rate (8.03q) = 2.7 cfs
Q10 = (1.3011) (2.7 cfs/inch) = 3 .5 ,cfs
Q2 = (0.551-) (2.7 cfsCinch) = 1.5 cfs -
b. Proposed ditch grade = ,16.3%
c. Proposed cover = rip- rap (too steep for vegetation)
d. V shape ditch with Z..= 4
Try rip rap DS0 = 15"
Td = 6.3 lb/ft2 (8.05g) , n = 0.104 (8.05f)
d(ft) AM 2 R(ft) n V(fps) Q(cfs) T(Iblft2) Comments
0.6 1.44 0.291 0. 104 2.5 3.6 6.1 T<Td,Q>Q10
Determine maximum stone size and rip rap' thickness
Dmax = 1.5 D50 = (1.5) (1511) = 22.5" use 22"
Rip rap thickness = (1.5) (22"} = 33,,
Ditch summary:
Permanent cover = rip rap, D50 = 1511 , thickness = 33"
V shape, Z = 4, d = 1.31 , grade = 16.3%

15 . Channel at outlet of culvert 06
. a. Runoff (SCS Peak Discharge Method, reference 1)
1. Drainage area = 1.0 acres
2. Curve number = 59
3. Average watershed slope = 10.0%, steep
4. Runoff depth (8.03c)
10 year 24 hour = 1. 23"
2 year 24 hour = 0.501,
5. Peak discharge rate (8.03q) = 1.8 cfs
Q10 = (1.2311) (1.8 cfs/inch) = 2.2 cfs
Discharge from culvert #6 = 8.0 cfs
Q10 = 2.2 cfs t 8.0 cfs
b. Proposed ditch grade = 9.5%
c. Proposed cover = rip rap (too steep for vegetation)
d. V shape ditch with Z = 4'
Try rip rap D54 = 15"
Td W 6.3 lb/ft2 (8.05g) , n = 0.104 (8.05f)
d(ft) A(ft2) R(ft) a V(fps) Q(cfs) T(lb/ft2) Comments
1.0 4.00 0.485 0.104 2.7 - . ,, -10.8 5.9 T<Td,Q>Q1O
Determine maximum stone size and rip rap thickness
Dmax " 1.5 D50 = (1..5) (15") = 22.5" "use 22
Rip rap thickness = (1.5) (2211) = 331'
Ditch summary;
Permanent cover = rip rap, D50 = 1511 , thickness = 331,
V shape, Z = 4, d = 1.51 , grade = 9.5%

16. Culvert 10, east channel
a. Runoff (SCS Peak Discharge Method, reference 1)
1. Drainage area = 12.3 acres
2. Curve•number = 70 '
3. Average watershed slope = 9.0%, steep
4. Runoff depth. (8.03c)
10 year 24 hour = 2.04"
2 year 24 hour = 1.031"
5. Peak discharge rate (8.03q), - 17.0 cfs
Q10 = (2.0411) (17.0 cxslinch) .= 34.7 .cfs .
Q2 = (1.03") .(17.0 cfslinch) 17.}5, .cfs
b. Proposed ditch grade = 0.5% "
c. Proposed vegetative cover = Tall Fescue
d. Soil type = Lloyd Loam .(easily"erodible)
e. Permissible velocity for established vegetation = 4 .5 fps (8.05a)
f. Retardance class = '"C" uncut, "D" cut (8.05c)
g. Trapezoidal channel, Z = 4, b = 3-:-
Description d(ft) A(ft2) R(ft)• n V(fps) Q(cfs) Comments
Cut "D" 1. 5 13 . 50 0.8784 0.038 .2.5 34.3 V<V ,Q@Q
p 10
Uncut "C" 1.6 15.04 0.9287 0.041 2.4 36.1 Q>Q10
Bare 0.9 5 .94 0.5700 0.020•• 3 .6 21.5 V>V
p
Tall Fescue is adequate for a permanent cover. However, a temporary
lining is required since V>Vp (2.0 fps) .
h. Determine acceptable temporary lining
1. Calculate shear stress for Q2 -"
T = yds = (62.4) (0.9) (0.005) = 0.28 lblft2
2. Straw and net .appears to be and acceptable lining
Td = 1.45 (8.05g) , n = 0.033 (8.05e)
d(ft)� A(ft2) R(ft) n V(fps) Q(cfs) T(lblft2) Comments
1. 1 8. 14 0.6744 0.033 2.5 20.4 0.34 T<Td)Q>Q2
Channel summary:
Permanent cover = Tail Fescue, Temporary lining = Straw and net
Trapezoidal shape, Z=4, b=3 , d=2.5, grade=0.5%
017 . Culvert #9, west channel
The only difference in runoff parameters between culvert #9 east and
west are the drainage areas. The west channel has slightly less
(11.4 acres) . Therefore, construct the west channel to the same
specifications as the east channel.
nr

QUARRY PIT SLOPE DRAINS
1. South slope drain
a., Runoff (SCS Peak Discharge; reference 1)
1. Soil Type: Lloyd Loam; Hydrologic- Soil Group B
2. • Average watershed slope: 12.0%,' steep
3 . Hydraulic length: ' 510,
4. Rainfall: 25 year 24 hour = 5.5" (8.03m)
5. Curve. number (8.03b) -
Landuselcover Acres GN Acres X CN
Woods-good cover 3.4 55 187.0
Pasture-good 1.4 61 85.4
Cultivated w/cons. 0.7 71 49.7
5.5 322.1
'Weighted CN = 322.1 15.5 acres - 58.6 use 59
• 6: Runoff depth (8.03c) , 25.year 24: hour = 1.53"
7. Peak discharge rate (8.03q) = 9.0 cfs
Q25 -. (1.5311) (9.0 cfs inch) .= 13.8 cfs
8. Total discharge (include discharge 'from culverts 4 and 5)
Q25 total = 13.8 + 17.1 + 8.2 = 39.2 cfs
b. Determine pipe size (reference 3)
Try a 24" CMP; projecting
Pipe will be in inlet control due to free discharge into pit.
HW/D = 4.8, HW - 9.6''
slope drain summary
A 24" CMP should be adequate with 9.6'. of head. Allow 0.4' of
freeboard and install a 10, high berm across drainageway.
�r

2. East slope drain
a. Runoff (SCS Peak discharge; reference -1)
0 1. Soil Type: Lloyd Loam; Hydrologic Soil Group B
2. Average watershed slope: 8.0%, steep
3 . Hydraulic length: 450,
4. Rainfall: 25 year 24 hour = 5.5" (8.03m)
5. Curve number (8.03b)
Landuse/cover Acres CN
Woods-good cover 3.4 55
6. Runoff depth (8.03c) , 25 year 24' hour = 1.22"
7. Peak discharge rate (8.03q) = 4.4 cfs
Q25 = (1.2211) (4.4 cfslinch) = 5 .4 cfs
b. Determine pipe size (reference 3)
Try a 12" CHIP, projecting
Pipe will be in inlet. control due, to free discharge into pit.
HW/D = 2.9, HW = 2.9'
Slope drain summary
A 12" CMP should be adequate with 2.9' of head. Allow 0.6' of
freeboard and install a 3 .5' high berm across drainageway.

TEMPORARY SLOPE .DRAINS
(Reference 1, Section 6.32)
1. Flexible, nonperforated, corrugated plastic pipes are proposed as
temporary slope drains along the top of the fill slope located
north of the Stockpile area. The slope drains will be installed
at the ,beginiag of fill placement and extended as fill rises. -
From reference 1, table 6.32a
Pipe diameter = 1811
Maximum drainage area per pipe = 1.0 acres
Drainage area = 10.0 acres
Number of pipes required = 10
2. A temporary dike is proposed along the top of the fill slope to
direct runoff to the temporary slope drains. The dike will be
constructed at the begining of fill placement and reconstructed as
fill rises and slope drains are extended.
From reference 1, figure 6.32a
Dike heigth = 3 .0'
Top width = 4.0'
Side slopes = 3':1

TEMPORARY' SEDIMENT TRAPS
(Reference 1, Section 6.60)
• 1% At outlet to all slope drains
a. Drainage area = 1.0 acres
b. Disturbed area = 1.0 acres
c. Determine trap dimensions
Height of stone section = 2'
Stone section weir length = 4' (6.60a)
Storage required = 1800 ft3 / acre X 1 acre,= 1800 ft3 (6.60a)
Excavate a pit behind stone section: d = 11 , W = 201 , L = 30,
Storage avaliable = (21+11 ) (20' ) (301 ) = 1800ft3
2. At outlet to culverts 1,2,4,5
a. Drainage area: Varies from 6.3 to 3.1 acres
b. Disturbed area: Varies from 0.2 to 0.5 acres
c. Determine trap dimensions
Heighh of stone section = 2'
Stone section weir length
Largest discharge is from culvert IM. 17 cfs
By weir equation Q = CLH1'5, C = 2.5, H = 1
L = Q 1 C H1.5 _ 17 / (2.5) (11.5) = 6.8' use 8'
Storage required = 1800 ft3/acre X 0.5 acres = 900 ft3
Excavate a pit behind stone section; d = 11 , W = 151 , L = 20'
Storage avaliable = (2'+11 ) '(151 ) (20) ' = 900 ft3
I
'"l 4

177
ROCK DAMS
(Reference 1, Section' 6.63)
0 1. At outlet to culvert #3
a. Runoff (SCS Peak Discharge; reference -1) ,
From culvert 03 , Q10 = 19.0 cfs
'
From culvert #2, Q10 - 17 .0 cfs
From an additional 6.-8-acres'
Soil type. = Lloyd loam,. hydrologic- soil group B
CN _. 61 (good- pasture) '
'Average watershed slope = 11%, steep., '
Rainfall 10. year 24 hour = 5 .0" (8,.03k)
Runoff depth = 1.37" (8.03c)
Peak discharge rate = 13 .0 cfs (8.03q)
Q10 = (1.37) (13.0 cfs) = 17.8 cfs
Total runoff = 19 + 17 + 17 .8 = 53 .8 cfs
b. Determine weir length
By weir equation Q = CLH1'5 , C - 2.5, H = 1
L Y Q I C H1.5 = 53 .8 / (2.5) (11.5) = 21.5, use 25'
c. Determine sediment storage required
Disturbed area = 1.6 acres
1800 ft3/acre X 1.6 acres = 2880 ft3
d, Determine-storage •avaliable
Heigth of rock-dam at weir section = 3'
Surface area at weir heigth of 3' = 3000 ft2
Storage avaliable = (3) (0.4) (3000) .= 3600 .ft3 ok
2. Above inlet to culvert #8 �
a. Runoff
• From previous calculations for culvert #8, Q25 = 101.9 cfs
b. Determine weir length
By weir equation Q = CLfi1'S , C = 2.5, H = 1
•z n

L = Q J C HI'S 101.9 / (2.5) . (11'5} = 40.8' use 45'
c.- Determine sediment storage required
Disturbed area = 7.2 acres
1800 ft3lacre X 7 .2 acres = 12960 ft3.
d. Determine storage avaliable
Heigth of rock dam at weir section -.= 4'
Surface area at weir heigth of 41 9800• ft2
Storage avaliable = (4) (0. 4) .(9800) '= 19600 ft3. ok
3 . Below outlet to culvert Ik8.
a.' Runoff (SCS Peak Discharge, reference' l) -f. '
From culvert #8, , Q25 _ 101.9 'cfs •
From an additional 10.7 acres' '
Soil type = Lloyd loam, hydrologic soil group B
CN =. 61 (good pasture)
Average watershed slope"= 16%, steep '-, -
Rainfall 25 year 24 hour = 5.51• (8.03m)
Runoff depth = 1.69" (8.030 '
Peak discharge rate.= 16.0 cfs (8.03q)
Q25 = (1.69) (16.0 cfs), = 27.0 cfs .
Total runoff = 101.9 + 27.0 = 128.9 cfs
b. Determine weir length
By weir equation Q = CLH1'5, C = 2.5, .H =, 1
= Q j 1.5 = 128.9 I (2.5) (11.5
L C H ) = 51.6' use 55,
c. Determine sediment storage required
Disturbed area = 6.7 acres
1800 ft3lacre X 6.7 acres = 12060 ft3
d. Determine storage avaliable
Hei th of rock dam at weirs section = 6'g ec ,
• Surface area at weir heigth of 6' = 10400 ft2
Storage avaliable = (6) (0.4) (10400) = 24960 ft3 ok
31

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EXHIBITS ' .;•;,
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PROJECT: E!/en S,'f DESIGNER:
DAT E:
HYDROLOGIC AND CHANNEL INFORMATION SKETCH
STATI ON
E L.Z�3
AHW= �/,S l
OI = �2 R.7 T WI = 0. 57 "`".t ! T W a
02 = TW2 ELA'/38 °_ �'�
f EL.2
01 = DESIGN DISCHARGE , SAY 025 1 MEAN STREAM VELOCITY=
l 02 = CHECK DISCHARGE , SAY 050 OR 0100 J MAX. STREAM VELOCITY=
CULVERT HEADWATER COMPUTATION
DESCRIPTION 0 SIZE INLET CONT, OUTLET CONTROL HW=H + ho -LSO a j o COST COMMENTS
(ENTRANCE TYPE) Dw HW Ke H d0 dC*D TW h0 LSO HW o 0Lu
CAI p y�2 09 S,y / 7 47 o.s 0 6.3 la �l� !/•� �w��l
-. n1
a
SUMMARY 8 RECOMMENDATIONS: Rock Check 00M 6e%w flGf is e5iVi"IfJd•. /0 001C-1-141cI-
dc1��7 �D/tp�cGTiG� lZC9u.i� -

PROJECT: DESIGNER:
DATE: 3`1a —g 5
HYDROLOGIC AND CHANNEL INFORMATION SKETCH
x STATION 4/
EL a
AHW=
/_ 7, I T WI = N p T.W
OZ T W2 EL$n S Sa 4"Q�l
^L
a, = DESIGN DISCHARGE , SAY 025 1 MEAN STREAM VELOCITY=
l Q2 = CHECK DISCHARGE , SAY 050 OR 0100 J MAX- STREAM VELOCITY=
CULVERT HEADWATER COMPUTATION i
Fr
DESCRIPTION 0 SIZE INLET CONT OUTLET CONTROL HW=H + ha -LSp & Y u COST COMMENTS
(ENTRANCE TYPE) L HW Ke H dC dctD TW ho LSD HW o ow
2 u
f-
crhp 17,1 ay 1.y a.g o, a 3 l.5" .g N [2.y /,7 a8 Y-Li
x
y
SUMMARY a RECOMMENDATIONS: pue w�'�e N•+��cr4'.<.e� /letuv�'.� tGti4++aNe� %LV /.s �vo�
Qr..ffe� Pito{t�fibw d��Hiir� .

PROJECT: DESIGNER:
DATE: ° 3 -/.7
HYDROLOGIC AND CHANNEL INFORMATION SKETCH
STATION
EL. �
AHW=Z ,D
QI _ �'-�- — T WI - `~�^-� T W t/
02 _ T W2 i=tLZ� SQ=
L - EL� a I
01 M DESIGN DISCHARGE , SAY 025 1 MEAN STREAM VELOCITY
a = CHECK OISCHARGE , SAY 05D OR 0100 / MAX. STREAM VELOCITY=
CULVERT HEADWATER COMPUTATION z
DESCRIPTION Q SIZE INLET CONT. CONTROL HW=H + hq -LSO z �o COST COMMENTS
(ENTRANCE TYPE) O HW Ke H dO TW hp LSO HW U o�
y
SUMMARY 9 RECOMMENDATIONS: /X e fo u.r'de LttideA'-.4 Xec_4r'aiKj C-h)41"e/ I'fiS .tio.t cy��ct�� t{rrrf
7k) wall� c�` cliscl�r�si�e:
OtA q /lira f�f,'a� 2 circerX

PROJECT:-FI/eK SJ—c DESIGNER:
i
DATE: 3-
HYDROLOGIC AND CHANNEL INFORMATION SKETCH
STATION :' L4
EL.L0
AHW= '/0
CI = /D./ TWI = /. ! ,--�---- — TW I_L_
02 = TW2 = EL.7_'� SD` d,o3
L - £ ELF
01 = DESIGN DISCHARGE , SAY 025 MEAN STREAM VELOCITY=
02= CHECK DISCHARGE , SAY 050 OR 0100 MAX. STREAM VELOCITY=
CULVERT HEADWATER COMPUTATION � r
DESCRIPTION 0 SIZE INLET CONT. OUTLET CONTROL HW=H + ho -LSO 0 _ COST COMMENTS
(ENTRANCE TYPE) Dw HW Ke H d, dC2D TW h' LSO HW 6
rzo j e n,5 o
22 7 o,q 3.o A.1 l,y /f / q f 7 �.7 R-7 G.7 corv��f
s -
a
y
SUMMARY a RECOMMENDATIONS Ri►� ch�"''"`f Belo•' r,,/v4�cocrflcf P/a . '4cs /,/'of j t,.:.
o ccl-At

rr- l
PROJECT: DESIGNER:
DATE: 3-/a - �9
HYDROLOGIC AND CHANNEL INFORMATION SKETCH
STATION : l'c�l��nt 7
EL.7Xga .
AHW=/2.S
02 = TW2 = ELF LD- �� EL7 .
01 = DESIGN DISCHARGE , SAY 025 1 MEAN STREAM VELOCITY=
Q2 = CHECK DISCHARGE , SAY 050 OR Q100 J MAX. STREAM VELOCITY=
CULVERT HEADWATER COMPUTATION z
J F}
DESCRIPTION 0 SITE INLET CONT OUTLET CONTROL HW=H + ho -LSa ¢ * o COST COMMENTS
o J
(ENTRANCE TYPED � HW Ke H do dC+2 T W ho LSfl F HW ' ow
Rod ec- rvf .r.v/cf
�mA y�.i 31,„ 1•3 3.1 0•9 2.3 .2 a �•t. A �.G a•a 3,P 33 -7 1 cow�t
- x
v
SUMMARY 8 RECOMMENDATIONS: Av41-ag,4/ Gli�lvwc/' ,qt N,o�,z,.r scc ,'e..i /oc,ar�s Epp dpi..t�.er11n7
df Guf/ct r�p�S it�przoX/ia/r9J�/y /.D 'pf TGv.
Dt t/e t

i
•tom. _
Na t;
o'
. . ......
a
PROJECT: Ell--lz s% = DESIGNER:
DATE: 3- l2 - 89
HYDROLOGIC AND CHANNEL INFORMATION SKETCH
STATION
E L.7Sa,O
AHW= G
0 = TW = S " Q.o2 T
2 2 EL7
- - yo•y i
L - �a EL737,o
/ 01 = DESIGN DISCHARGE , SAY 025 1 MEAN STREAM VELOCITY=
11 02 = CHECK DISCHARGE , SAY 050 OR 0100 J MAX. STREAM VELOCITY=
CULVERT HEADWATER COMPUTATION z
� *r
DESCRIPTION 0 SIZE INLET CONT. OUTLET CONTROL HW=H + hp -LSo ¢ _ �o COST COMMENTS
Id N �J
(ENTRANCE TYPE) 0 HW Ke H dC �+� TW hO L5o HW j
pgo j ec?4 N 9 �N An t
Cnq P P. sy" J,I 5.6 a.9 a-P 3.0 a.9 17 31/ .23 5.0 /v.2 cone/
m
X
1
SUMMARY 8 RECOMMENDATIONS: ^9�4-0/ DXRA-''e-/ 6cl—.+ oaf/e; 1h dr /,5- .7-W.
But-/Gf

PROJECT: Ellcrz -<iie DESIGNER:
DATE: 3 Z
HYDROLOGIC AND CHANNEL INFORMATION SKETCH
STATI ON
EL. 774-L
AHW= 6.t/
OI = V 3 T W I /V 4 — 7 W ,/d
0 = TW = S
2 .2 - ELZL-5_ L= EL7�9.°-
f 0, = DESIGN DISCHARGE , SAY 0Z,5 1 MEAN STREAM VELOCITY=
[1 02 = CHECK DISCHARGE , SAY OSQ OR 0100 J MAX, STREAM VELOCITY=
CULVERT HEADWATER COMPUTATION
DESCRIPTION 0 SIZE INLET CONT, OUTLET CONTROL HW=H + hO -LSO ?o COST COMMENTS
{ENTRANCE TYPE} Dw KW KE H dC � TW hO LSO HW U �j
Pa�lta�w5 rN/ef-
C'nap q1.3 5y" /.0 4.? 11';I 42.9 3.1- NlA 316
Rl
x
z
CA
-.c)
te ot�ILA,
SUMMARY 8 RECOMMENDATIONS: Nado/af Tl.ar�r^�/rP, Tw
. Coi�utr+-f"ibws fA'u' no f G�h3nss�wi��, �

- -- - Pi e OutetoFa A�ea-
p Vegetated V-shaped Waterway with Stone enter rain -
11 No Well-defined Channel
W
' D O U ado A A ��NI I� d II;. :Ffi �'1
-__ ''VIIIT� 1 -III'-
10 z duo I 18+ J=i IIIIII�nn,.- ��71I�I I��.,.4112
/ x 7p0 �i �- `�`--I N 18613863.21 Plan "�IIIII-_,�iur gravFiltee layer,
720, 2 1 E 1,538,306.24 =11111_U' gravel orfabnc
718.1 t- La
X \ \ h1I Trapezoidal Riprap Channel-
X
X
Ili 111•° rllll
X 1 1 VJ�P
717. 0 \ 7/5. 9 \
9 X In channels,rollout scrips of netting parallel to the
720. 14 7/8.5 \ �blan d
X
Section AA Notes .111, W ,'ill�Tl
N 861 , 745.52 direction of flow and over the protective mulch. blanket Illq„ 011 TjjG
1. La is the length of the riprap
E 1,536,528.90 7/9, / �� \ -�I - Channel 2. d=1.5 times the maximum -Illlr_Ilm or fabric
ilulllL_Inll -IIIII=1"
apron. I
Pipe Outlet to Well-defined L Filter layer,gravel
I stone diameter but not less
X \ II \F Anchor netting in , than 6". Vegetated Parabolic-shaped Waterway with Stone Center Drain
II Ij c a 6-inch trench. / 3. In swell-defined channel ex-
716. 8 8 tend the apron up the channel
Aall above the maximubanks to an m tailwater 2/3 Wxon of 6
overlap Join strips by anchoring7/8. // and overlapping. depth or tothe top of the bank,whichever is less. 11 d79 9 718.5 7/4 9 X DETAIL NETTING I 4. A filter blanket or filter fabric ' 111- 1111= ° a 2
i x CHANNEL & DITCHES ==
should be installed between 1s" : " _-1"
I g 0 9 q AC, TOTAL Pan the -
6� III I n� Filler layer,
�III�II- II gravel or fabric
a x718- / \ N TS
Z ,I- TYP DETAILS FOR RIP RAP
+ I \
719. 0 pa
X 7/8- / H L A R �l �I �
CHANNELS & DITCHES
x 4 OL III lit-ll Section AA -'f1i1�='.I �,ii'llblank t SEE TEXT , N T S
j \ Fitter
X
7/9.5 \ 720
\ DETAIL RIP- RAP OUTLET
SEE TEXT , N T S 1. 2 min top
I 719. 2 \ Sleep cut
6 freeboard
I slope I I��I�i`-_`1111 II IIII 'Itl�-IIIIL I<IL=1� Idl�llh-
X or fill
21 lope
H AR , 1� v or I��II�r
OLL �2° - -- - \ \
-�' DETAIL PERM. DIVERSION DIKE
- \ SEE TEXT, N T S
716. 2 \
x x �
720. 7 2 i \ 12
• � x I
751 .68
720.5
730 E 1,538,944.04 ��
o
_ I
0o
721 . 92
N 860,986.69 -� - - - - --- 726.2 - - - --- -
O
Z E 1,536,539.20 / � � � I I 740
745. 66
� N 860 930.47
1 I I �
E 1,538,375.5 / -
3 ,I'1
750
X723. 0 - - - 722. 69 I ® �-
- -- - N860,880.30 I /
-- / E 1,537,270. 18
00 160
� -
30 �_ ��� 30 // / 0
1
770 I I V V
o -
077,0
�^ / Cp
775.5 780 / / 1
X AF Y F E Z _- -
11 P -� � FINAL GRADE OF O.B. IS 2 T -�
L ,772 _ 77-30 I SLOE
- {{ E I
1
� I
ALL DISTURBED AREAS TO BE GRA
o
779. E S QP , I -
�-
��
I
\ WATER LEVEL 800
x779.3 � j 1 Q -� 80
_ E L. 722
�1
\ \ X
1 _ I
01 - �
I 0 0
0LIJ
mr - - V FINAL QUARRY AREA 780
\ q � 8 AC. ' �
_ A-r`
f
25 : 783�
r N 859, 971. 80 �� N 859,928.44
E 536 691.35 E 1 ,537,074. 15 � 9� � I ��-
��w V 3 0 -
/ L
S
I 837.7
I I
R
� 1
I � ,
1809 .06 _ \�
N 859.673. 74 I \I /
/ (\
E1,537,905. 15
-
i - t
o
m
0
-�
/ I
In : I
1 800
rr / 10
Z - III I _L-i _ I
0
1 '�� �� � - 82Q 835.8 N 85
x E 1,539,994,63
I
DI RVIC \
4 H OLL AR
, . a 0
i 3 HILT ON "
ao
I
EL.772
�0
i T Y P �G•r, z
3 F""/
ra II
\ J,
I
G '
m
SIFICTIO
EL.732
SCALE : T5 - ----
ROAD RIP RAP APRON 810
- /
RR RIP RAP LINED CHANNEL Ili 800
EL 8
'
, „"'' ►�� �L RA LINED CHANNEL
GRADE +k„, . � � � GRASS
' RAMP
2 FORMER PRIMARY
I
HEADWALL LOCATION j D � PERMANENT DIVERSION DIKE
EL-770 - - FILL I
SECTION ,D D ! ��
SCALE 1 =30 ` � ���
I 1
I
1 ��� i �
_ j �� /
i I
- - - - -cc
1 -
z
836.5 I �
�J
� 0
2
� 1 �
X
838.08 - ��0 � � 842.5
d N 858,330. 80
E 1,539,649 05 \�
Vulcan Materials Company ,�
LEGEND p Y
J �
VERTICAL DATUM - MEAN SEA LEVEL IRV
DATE OF PHOTOGRAPHY 7-29-88 VOERT�CAL CONTONTAL OROL POINTNTROL INT � � DIRT ROAD IMPROVED ROAD ----_ O`
N -��23/O NATIONAL GEODETIC DATUM OF 1929 Mideast Division � VVAT K � NS
INDEX CONTOUR � BUILDING I
INTERMEDIATE CONTOUR LOCATED OBJECT
DEPRESSION CONTOUR FENCE -X-X-
COMPILED PHOTOGRAMMETRICALLY BY SPOT ELEVATION23/2.5 POLE •
- PILE x_--_; TREES 100 0 100 200 YADKIN QUARRY,
ELLER SITE ,YADKI N CO.
0
BELL MAPPING COMPANY-WINSTON-SALEM N.C. WATER BRUSH SCALE ,"=100' RECLAMATION PLAN
o CONTOUR INTERVAL 2'
DATE� ' I - � -V
T R SHEET i OF 1 852.21 G�
m v N 857,986,34 'O

E 1 ,53C ,000 E 1,536,500 E 1,537,000 E 1,537,500 E 1,538,000 E 1,538,500 E 1,539,000 _ _- _ _ _ I_- . E 1,539,500 - E 1,540,000 - T E 1.,540,500
Sit
---_ vs p d h RAI I_ II11_ I C. I{�1NNEt
x g / DEEP, CREEK - 1900cuftFoote
1 i -shaped i . , L
- .
W �- Rn �� a, 5 ry
77-77M
d -111II"llllD.O . NO.u�i=pf - WA D STIII
0 11 ' _luph HE
/ 16 =11111 i rossrcuon f Mr fabric
- - _ - 4-12--- -
s N 8613 63.21 I " tun n❑ _ I llll III'` � f.,,y.�
0 6 L �T11j-I
/ - _ ,rl CLASS t�=E �t �
o - x �p _ - ut_ #.<�
O --_-; t L uw Filter layer. CONTROL S T . .+E"
720, 2 /,
E 538,306.24 ` r III=IIIII_-Il^'- gravel or fabric t oesigo
7/8./ /
iNT TRAP _
{ _ _ - sallied Mtn I
x718.3
R
r P DETAIL FOR R IP RAP top �'°`� 1eoieo1
► TEMPORARY
, x „
717. o ;, _ _t, Eau
Q x DITCHES CHANNELS �"
i -+ �2.t sioe Em
RIP RAP APRON Sll sbpema, aiI
S E TEXT NTS - m �,a�
a»tIN r�ne, }
6" below
/ taboo J �`I,t side sbpa r�ed,yC
7/8.5
72�. I4 � x / / / � � - , mew ^esawal oltlam
<r and
N 861 . 745.52 /' / ---. . _ _ min
-
E 1,536,528.90 7/9. /
X �� RR RIP RAP LINED CHANNEL on
Plg�re 6.gaa Temporary srWment trap. stOfle section
r
/ X
444 716. 8 \ l - CoflstruCtloo 1. CRar,grub,and strip III under die cmt aok -rot ofall vegetation and
I \ Specifications met mat.Remove all surface soil containing Ingh *wrs or organic master
- / 7/8. /
x GL � GRASS LINED CHANNEL
and stockpile or dispose of it properly,haul all Wr�..uonahk materiel b 1hC
designated disposal area.
719.9
718.5 /
l9 /-� l� 7/4.9
X \ ' TYP SFDiMEN-T TEMP)
o I 7/8. / ( �
SEE ' TEXT, NTS
X
Pipe Ou e Flat
Area-
Go
No Well-defined Channel
x719. O i 718. 1 C T -
x A
iii HOLLAR
do
7,9.5 140 . 94 AC. TOTAL \ _
X 720 i Compacted soil Z' -
\ I� min >I
' L�� Flow Plan
719. 2 \ - I =II�II�L II�II I���II-�� I 18+min 1�I La -_>I
x
II II_ f IIIIII�_1Tff �IiiTJiif� IIII�(ii1=1 Bill-llll
' � h=11 6 typical
o � II � � � _- - _--- �� � _� I DETAIL TEMP, DIVERSION DIKE � ��'��d- �I
H 0 L L AR J�° -� \ Seddon AA a1ekef ' Notes
I � ti --;% � ---- ---- 1. La is the length f
_ SEE TEXT NTS o the rl ra
AREA __ _ I UNDISTURBED --- - - P P
- - Pipe Outlet to Well-defined apron.
Channel 2. d= 1.5 times the maximum
71g - --- % 1. 2 min to stone diameter but not less
__-- / ---... ��� P than fill.
ii �`.�
x720. 7 % - ��° �� __. - 12 or fill cut =ul_h �- s �II deb rd 3. In swell-defined channel ex-
slope I= f � 7���0 tend(he apron up the channel
- -- j N 861 ,093. 47 �� � -\ �� or (latter � -
751 .68 � v 7 rT 2 1 slope above the maximum tailwater
(III- II IIIII-III-ItU 1=1�- Fl of 6''
- - Fl banks:rt an elevation
i 720.5' �` \ I'\ ,�_ � A � �. -;- - depth or to the top of the bank,
_ -ram 73O r 38,944.04 _�, whichever Is less I / E 1,5
4. A filter blanket or filter fabric
-_ _ _ w D E TAI L PERM DIVERSION DIKE should be installed between
o 8 ; / �. Plan the riprap and soil foundation.
I _ - -- SEE TEXT, NTS
/ �� S
I - �
L - _ o
721 . 92
- - -
-- _ N 860 986.69 J1 - -- /f - _726.2' '/'\ 74 -
_
z E 536,539.20 �_ -745. 66 _
-- i - - - �_ - -
0
R
i i N 860,930.47- - ,r
�n
/ Ilv M , . I E 1,538,375.5 i - A / CLASS B 6koS/oi✓ III
a
r - � I R:S I - ' IIV III f= Section AA
E �i I � �' � �60 ' � CoArreoc SroNE urn lair_
/
EX I II i /' --__� , A Filler
7 /
^ blanket
13
723. 0 _ - _ - - II c�Assa DETAIL RIP-RAP OUTLET
e� aeAP
P
GS ,
SEE E S
- - - - - 7 Di . ..
/ DO,Y, # �
'001 730 � /__ _ WAs/lam JcASRIC Dike
- � - S 3:1
Hold-down stakes 1.5 min
- - _
770 _ 1
i
wl
- -- - - - ///A - -
CD
0 _-uu Ali
�0 (III:_] -III Inlet�� =(IIIIIii IA te' spacing _ Il� tl ll=
ILY = i ti -Qltlul- ur-
�� 2' ells-
_ Plastic
a_ _
1 _ \ n ./ A: f corrugated
.._ � \ � 30 -_-�_ �- � I I "-. �\ '� i ��- Pipe ♦ _, YN,•..a ,� ;
3 '
1 f 76 111
3 RIP RAP / ' - --- I__
_ - t l HE ILY W DED_ / F,� YEe Fasefc ti - u. ;
yogi
G� A � 1(j/� SEE DETAIL \ ` / 770
- - --! -
,_. C A R E'A _ /i / sfaml ze F �t .4 qr� ✓tt,;: ./ \ - �
T T EN - --
PHASE 11 0 aUARRY _ - -- DETAIL ROCK CHECK DAM
-_---._.-� - .� � i/ j outlet JI= s
Q , �iM r_ J:G C7all, / - -i \ 1 �I •�� -_ \\ \� I
i n
i
_ _ --- SEE TEXT, N T S
.✓- ' - \ 8 \ ' -` /J- / i i /IN
4 ' min > `...,...w ... .
00 750 >fi -' a \� / \-� / level section .:n
Z / - -- - - y - - - 'E' RDETAIR TEXT / r
Plan View
I
{� I8 GPP F� v - - z 75.5 I� % 780 . % Standard 7section
SLOPE QR_A1N r U'LTI ATE I JY12. QUARRY LI T., - i i -- -BHA SE 11 fi 8F";
uTLET � i ow �z9� ' - -- - - ; � QUARRY-. IN u DIKE
1 IL tSTOCK �1 =\�/ _ -_ -- TYP SLOPE DRAIN
I� PIL g 7 \
T 3 x
s _^ . AREA ,\ � \ I 'U �; x - _ _ ; SEE TEXT, NTS
APPROX. FILL RT _ i I t,
T F? S L E R A I o = ----
j - R -KE � I -i 0 w
2t0 00 0 Cy TO t /76 U 0E - �-
: I SIDE SLO A I - / ; ice- I 5 -
25 IG �
S;E TEST 779. 6 770 P SPOSAENATROVAERBUR`0 - /,II CULVERT- 0 - RA
Ili 54�MQ MP _ -
= I tx F?ES ;
I ; .
� -
FLEMI N
IIEE TEXT w t
S 0CKPI I _ - S - _
P of I _ V 2
779.3 A 768.E j / j _--- -- S I \ 0, 25 BUFFER S©0 fi
X ,\ II x RA C - �� ELF( ~ --(GREEN BELT
�, Q ,
- o � -
� 77 C V,ERT C�,9
PERMAIVSNT- Ii = F,A `f C +w ¢
- /
l 78 - - DIVERSIOt�LB�RM II SEED AIL,TEXT � / �6O
I _
x C1 LY ER T __ i �_ 1 I t Q {�lZ 4? APE �
NQ9,W EST C - - 4 I, D ,
2� IGH 2: I SI Q S I � �
- �i g CS. � �
I
/ In channels,roll out strips of netting parallel to the
SEE DETAIL X T V / - 4 H I - S X %- --- - a 9
_ � � � _ � C �E � �... � � 7 ./ i -- direction of flow and over the protective mulch.
78 I AA Id "
o �. 0AC R PH I O Q ARH2Y f'�� Id
� t 1 I I ;� _ _-- y LIM � I' � � � � -
; _ , �' 0 -
>, � I � P _�iLOP
-- ' .9 s �y - tom
5 IGH 'BERM iNLE 0 >r6_
- - I Anchor nettin in
I
z V J �.� �,., - ---� - 182 _ yll �II ol'' a 6-inch trench.
6 --- -- r, - A {� A d EE DETAIL E X T - __ , A 1
1 7 �
���� ION
n I l� 0 C AT 10 N F R -__� ,s.
l J�
775.25 Q 783. a I \, --- - -/ /j / _ ,�/ = - I+ \ overlap Join strips by anchonnc
N 859, 971. 80 \ N 859,928.44 / ; / / _- .- _ U R ULTIMATE UAR'RY) �. j-- DETAIL NETTING AND and overlapping.
iY E 1,536,691.35 � rl. E 1 ,537,074. 15 - w�. _ 1, �� / ,- - 1.., �- _ -_ --
r
'� o � � ,I � STRAW FOR V SHAPED
TRAPS DITCHES
I
0 CUL N0:7 SCN,
h L i
QI TC GPP E N
SIP P AI- - \ -
I �� r
M - 4,r P.•,8,LCJ
MPORARY TAIL T p E
i' STORAGE \ / � � / \ \ � ' HI BERM A ET ( �� E�dw
I i � t
C LV h ES t
AREA FOR i A� NU7 VIP L0 ' X 9 SE� 'ID TAIL, Tl= A � x8377
USED T I'I \
--� QUIPMENT � � 809 T Q,
i 5 �
i
1 i
79 � � _ I i N 859.673. 74� i I _ � V�° ( x �� -tTF�P
0 r .,.,- . I E 1537, 905. 15 ` .. V•.. •/ - ) L
CLE' I �' SE EFTA IL, 1�E 4 -
f
II
4.
r I
81 52
- _
N ss9,5a6 ��z RIP RA APROr
I I
'CULV IV �7 - -- - - �r' 1,538,9 7.42 EE DE ILA. RII' P FOP ON
S HEAVILY WOODED- 0 1
- � W. DIT , � 0 - - - -- - _ 8/OTEXT SE� DE IL,,,TEXT
ARE - #-E1T ' LV E R T 0,
�
9--
SEE i'�
' - I I
E ; _ _�
p( � ' , E CSTC SEE TEXTr
7 _ -
� !do
- - -
O � U V °
_ Y' �\ T (� %C E A R I N G ---Ct€�tRtN T,j833.71r /
StfiCN SE I EXfi L _ M 1
oo ' - -� j LAM I T p0 .' - - 835.8 N 859,472. 00 �
- V� I . x E 1,539, 994.63 I I I I /-
i
/ CULVERT O,'S ,
�IV'DITCH S TEX CULVERT NO.
` N 4 �
- 18 CMP, SEE TEXT CULVER 0. _ i
SEA ;
r' i 20 CUL T N0. E : DIIU ,SEE /
' _ - - -- - SE TEXT o
1 ; -, ,. _ 8 _ - - � O E,Dlttt�fR, 0 5 �, TEXT 3s. ��
k
II - �
�Z0
HO LAR /
830
0
/ f0
NOTE : \ � \ /,,w -
NO SETTLING PONDS OR PROCESSING l - - fl �.. A a /' ' �/' g°° '0
WASTEWATER PONDS ARE TO BE ATE
N. 01CULVERT N /
i
THIS SITE / SEE ITF�XTS
OF SEDIMENT AND EROSION CONTROL DEVIICE� I I " Or
2 EE TEXT FOR CONSTRUCTION SEQUENCE �� 8 %
HEAVI WOOS 92 U
o
o NEAREST OFFSITE STRUCTURE ✓ _ _ _--
�--�,. �, _ R'EA
I 70 THE EXCAVATION
- 1
z30
�0
K DAM_
I
H 3; WEIR_25-
f i SEE TEOXT ,A
8 f t
SLOPE - RIR R P APRON
AREA STOCKPILE � x
0 z. "
7 -
EL. 7 2 _
S E E XT. E TAI TE S L
E II WENS
7 0
T � �Ep � �
FILL
/ S 1
TYP
C
P
- - � 0 �'. CUL ERT N0.3 �
- - E 1 / I
- -TO
-3 - ' �� TYp / 24' MP, SEE TEXT
r I
SECTION A-A - EL1732 o ��
SCALE I = 30 CLEARING LIMIT -FARM CULVERT N "
ROAD S. DITCH � Z_-. - gA°
SEE TEXT e
i
z Q t
0
- - - -
e © TYP.' T MP S DIM T T AP
2 Q TYP, TEMP. $EE TAIL 0
838.08 SEDIMENT TRAP E� E T 0� RI RAP PRONE 842.5 II
E 1,539,649.05 SEE _ DETAIL, TEXT 'V / 5 E ,D AIL ,TEXT
"P
LEGEND
Vulcan Materials Company ors X T -
VERTICAL DATUM - MEAN SEA LEVEL gg0 1 - - - - - IJ ACCESS ROAD TO
DATE OF PHOTOGRAPHY 7-29-88 ,I HORIZONTAL CONTROL POINT � IMPROVED ROAD --- Mideast Division WATKIN BE UPGRADED AND
nVERTICAL CONTROL POINT DIRT ROAD � NATIONAL GEODETIC DATUM OF 1929
INDEX CONTOUR ---��23/O� BUILDING ® ® CULVERT N0. 2 `� WIDENED i
INTERMEDIATE CONTOUR --- ---�� LOCATED OBJECT CULVERT N0. 2
W. DITCH,SEE 24"CMP SEE CULVERT 18"'CMP.
' COMPILED PHOTOGRAMMETRICALLY BY DEPRESSION CONTOUR X o Y YADKIN COCULVERT' )CULVERTNO.IE�01EXT E CCULVERTNO. 1
ICH
FENCE -v x- DETAIL TEXT DETAIL,TEXT
_ SPOT ELEVATION 23/2.5 POLE • YADKIN QUARK ELLER SITE
TREES \ ioo o goo zoo 9 NO.2 W. DITCH , ,SEE DETAIL , DETAIL, TEXT
BELL MAPPING COMPANY-WINSTON-SALEM N.C. PILE `--
PROPOSED SITE PLAN E. DITCH, SEE DETAIL ,
TEXT
0 WATER �- - -� BRUSH _ � Scale r'=ioo' ^ /'� (� (''� I
CONTOUR INTERVAL 2' 11 A T 1- I - / 7-- T'S q Av 9 91

d p.5rArr�
V�I�
`Mt,r u
•�(y„w vs1 •
State of North Carolina
Department of Natural Resources and Community Development
Winston-Salem Regional Office
James G. Martin, Governor Division of Land Resources William W. Cobey, Jr., Secretary
November 8 , 1989
U L i
9
NOY cl -198y
M E M O R A N D U M LAMP 90ALITY SECTION
TO: Tom Carroll ��
FROM: Doug Miller
RE: Vulcan Eller Quarry
Yadkin County
We have reviewed the proposed revision submitted by Vulcan.
Though they still did not submit a road profile and the 5% grade
on the access road before culvert #3 may present a problem, it is
something we can work with. They should be told that upon field
inspection additional work or alteration to the plan may be found
necessary and will be required.
If we can be of further assistance to you, please contact us.
GDM/dh
8025 North Point Boulevard,Suite fop, Winston-Salem, N.C. 27106-3295 + Telephone [phone]
An Equal Opportunity Affirmative Action Employer

State of North Carolina
Department of Natural Resources and Community Development
Division of Lana Resources
512 North Salisbury Srrcet • Raleigh, North Carolina 27611
James G. Martin, Governor Stephen G. Conrad
'William 1X! Cobey, Jr., Secretary August 18, 1989 Director
Mr. Russ Willard
Manager, Mining Services
Vulcan Materials Company
P.O. Box 4195
Winston-Salem, N.C. 27115-4195
RE: Proposed Yadkin Quarry (Eller Site)
Yadkin County
Dear Mr. Willard:
This office has ccmpleted its review of the revised mining/se-dirnent and
erosion control plan and supporting materials for the above referenced project.
There are a few items that are in need of additional clarification. They are:
1. The proposed measures for the area north of the overburden disposal
area and plant site are for sediment control after the slope drains
and perimeter berm are installed and for post-construction conditions.
They do not provide protection during the initial stages of clearing,
yrubbing and grading. A sreans of directing runoff to the two proposed
rock dams is needed. A properly sized temporary diversion ditch(s)
are needed along the perimeter of the clearing limit to ensure '
sediment does not bypass the control structures shown. Also, will
topsoil from the plant site/disposal area be removed and stockpiled
for later use?
2. Please advise as to the status of the sixty (60) foot right-of-way?
rf this has not been secured, the proposed control measures must be
relocated within the quarry property. Furthermore, it would appear
from the design calculations for the sediment traps that these
structures urould extend beyond even a sixty foot right-of-way. Please
clarify your exact easement/right--of-way limits.
3. As previously noted, without a profile on the access road adequate
control of runoff at valley fill locations is questionable at best.
Specific controls are needed to ensure that a vegetative cover can be.
established. The need for alternative measures such as rip-rap must
be identified before, not after, activities begin. Historically,
roadways, particularly those that cross multiple drainageways,
contribute significantly to the potential for offsite sedimentation.
The grade elevations given indicate some road sections are in cuts and
P.Q. Bo\ 27687, Raleigh, Forth Carolina 270I1-7697 Telephone [phone]
Ari Equal Opportunity Atfirmarive Action Employer

4
Mr. Russ Willard
August 18, 1989
Page 2 of 2
and will need ditches on both sides.
4. It is noted that the construction sequence has been revised to require
installation of the rock check dam bel.aa culvert no. a prior to
clearing the quarry pit area. However, a means of conveying runoff
from the pit area during early stages of stripping (prior to
development of adequate internal drainage/storage) is needed to avoid
discharging water directly onto the fill being placed for the proposed
ramp.
Please provide two (2) copies of the requested information to this office.
Should you or your plan preparer have any questions regarding the conTnents made
please do not hesitate to contact either me or Mr. Doug Miller in our
Winston-Salem office. Furthermore, Mr. Miller and I would be happy to meet with
you to discuss this matter in further detail if you so desire.
Sincerely yours,
XornasE. a oll, P.G.
Mining Specialist
Land Quality Section
TEC/tc
cc: Mr. Doug Miller, P.E.

•l-�,
UU11an
Materials Company
of�A�� �9by
r�.
October 4, 1989
Mr. Tom Carroll, P.G.
Mining Specialist
Department of Environment, Health
and Natural Resources
P. 0. Box 27687
Raleigh, NC 27611-7687
RE: Proposed Yadkin Quarry
(Eller Site)
Yadkin County
Dear Mr. Carroll:
Enclosed is a revised mine plan and supporting calculations addressing
those items outlined in your letter of August 18, 1989 and as discussed
with Mr. Doug Miller.
To further clarify Item 2 of your letter, we currently have a twenty
(20) foot right-of-way, measured from the property line along the eastern
most 200 foot section of the main access road. Acquisition of the proposed
sixty (60) foot r/w is pending and will allow us to construct the entrance
as shown. Until that time, we propose to utilize the existing roadway
without grading, widening or clearing but will provide a six-inch deep
layer of stone as temporary cover and erosion control. We intend to under-
take all our mining activities within the bounds of our property and legal
easements and right-of-ways.
I trust you will find this submittal complete and issue your approval.
Should you have questions, please contact Mike Poplin or myself. Your
favorable and prompt response is appreciated.
Sincerely,
Russ Willard
Manager, Mining Services
jb
Enclosures
CC: Doug Miller w/Enclosures
MIDEAST DIVISION/P.O.SOX 4195•WINSTON-SALEM,NORTH CAROLINA 27115-4195 9 TELEPHONE [phone]

1
alley , wilIlarns , carmen , & king
of kannapolls , inc .
ENGINEERS & ARCHITECTS
p.a. box 12481207 south miln street
kannapolls, north carollna 28082
telephone [phone]
VULCAN MATERIALS COMPANY
to
E L L E R SITEi 00T0 .,���
y
SEDIMENT AND EROSION CONTROL PLAN. ��/o
REVISED: OCTOBER' 2, 1989
LAURENCE A. ALLEY, P.E./R.L.S.
HERSERT A. CARMEN, A.I.A.
HAYWOOD,B. KING, P.E.IR.L.S.
CARRELL L. RUSSELL, P.E.
JEFF MOODY, P.E.

CONSTRUCTION SEQUENCE
1. Clear access road.
2. Install Temporary Sediment Traps and Rock Dams below access road culverts.
3. Install access road culverts and Rip Rap Outlet Protection.
4. Begin grading access road.
5. Install road ditch and channel linings, and vegetate all disturbed areas
immediately upon completion of any section of the roadway.
6. Complete access road.
7. Stabilize road cut and fill slopes by surface roughening, seed, and mulch.
8. Install Rock Dams below Culvert #8 (Ramp Culvert) and Culvert #9.
9. Clear Quarry Pit area.
10. Excavate Temporary Rock Dam and Sediment Pit at access ramp to Quarry Pit.
Use excavated material to fill draw and construct 3' high berm w16:1 side
slopes across access. Place 6" #57 stone across berm for access to Quarry
Pit.
11. Install Culvert #8 and Rip Rap Outlet Protection.
12. Install Culvert #9 and Rip Rap Outlet Protection.
13. Install Culvert #9 inlet channels, line and vegetate channels according to
specifications.
14. Install Temporary Sediment Traps and Temporary Diversion Ditches below toe
of fill north of Stockpile and Plant Area.
15. Begin overburden removal, ramp construction and fill placement.
a. Begin overburden removal from west side of site and proceed eastward
allowing the excavated area to act as a sediment trap.
b. Install Temporary Dike and Slope Drains along at top of fill along the
north side of future Stockpile and Plant Area. Install Temporary
Sediment Traps at Temporary Slope Drain Outlet locations below toe of
fill north of Stockpile and Plant Area.
c. Maintain the Temporary Dike and extend the Temporary Slope Drains as
fill rises.
d. Install, the Permanent Slope Drains and Berms at Quarry Pit as soon as
overburden removal is complete in those areas.
16. Inspect all sediment and erosion control measures after each rain event.
Make any needed repairs and remove accumulated sediment from measures when
� full.
17. Complete overburden removal and fill placement.
18. Install Permanent Dike along top fill above the 54" CMP inlet south of
Stockpile and Plant Area.

19. Remove Temporary Slope drains and insure drainage for Stockpile and Plant
Area is to channels and 54" C'MP south of the fill.
20. Vegetate all disturbed areas according to the Vegetation Plan.

_lam
oe�ris.rom slope
aooveiscavght �Ij f 11111'illll
oq steps'. _
2-3
Drainage I41 y l
� (depen&ng on material)
"Ihal
;f i = ♦ 8-15 I
� r Groove by cutting furrows
along the contour,Irregularities 1.3
Cut steps with in the soil surface catch rainwater Y I
— drainage io the back. and retain time,fertilizer,and seed._
Avoid low spots. ,�. d
� I _II ^311�
SURFACE ROUGHENING
Construction- Specifications Do not blade or scrape the final slope face.
CUT SLOPE ROUGHENING FOR AREAS NOT TO BE CUTS, FILLS, AND GRADED AREAS THAT WILL BE
MOWED MOWED
Stair-step grade or groove cut slopes with . a Make mowed slopes no steeper than 3: 1 .
gradient steeper than 3: 1 .
Roughen these areas to shallow grooves by
Use stair-step grading on any erodible normal tilling, disking, harrowing, or use of
material soft enough to be ripped with a cultipacker--seeder . Make the final pass of
bulldozer _ any such tillage implement on the contour .
Make the vertical cut distance less than the Make grooves formed by such implements close
horizontal distance, and slightly slope the together ( less than 10 inches) and not less
horizontal position of the "step" in toward than 1 inch deep.
the vertical wall .
ROUGHENING WITH TRACKED MACHINERY
Limit individual vertical cuts to no more Qperate tracked machinery up and down the
than 2 feet in soft materials or more than 3 slope to leave horizontal depressions in the
feet in rocky materials. soil . Back-blade during the final grading
operation.
Grooving uses machinery to create a series of
ridges and depressions that run across the Seeding - Immediately seed and mulch
slope ( on the contour ). roughened . areas to obtain optimum seed
germination and growth. See Seeding
Groove using any appropriate implement that
Specifications.
can be safely operated on the slope, such as
disks, tillers, spring harrows, or the teeth Maintenance
on a front-end loader bucket . Do not make
such grooves less than 3 inches deep nor more Periodically check the seeded slopes for
than 15 inches apart . rills and washes. Fill these areas slightly
above the original grade, then reseed and
FILL SLOPE ROUGHENING FOR AREAS NOT 70 BE
mulch as soon as possible.
MOWED
Place fill slopes with a gradient steeper
than 3: 1 in lifts not to exceed 9 inches, and
make sure each lift is property compacted.
Ensure that the face of the slope consists of
loose, uncompacted fill 4 to 6 inches deep.
Use grooving, as described above, to roughen
the face of the slopes, if necessary.

FSubifect:
cr�fJ Ntt�T=�+� -s No.. �°��?� - alley, williams, carmen, & king
�+•�. "1 e- ' �1� of kannapolis, ine.
ENGINEERS 3 ARCNITECTS
o- _,- €or 9 Rep. ao�south moin street P.a-ho, 1218
kennapnlis,north ra.olina 18tld2 1(1ai97H-I519
I.�L.�•:ft f�i �_r r.�a�trl�.]Iv�/ i,,'�� �� 1�-- =r� :�����V 1 '' 4 59
�l 4- Ovl�RFj'. ZD;= 1 N p,ktD. .['t.+"��
{ oc r` Cu 1 € 1L•l:1 G'"ih.!t!t`Lc
ti ,iiv r lti rJ€li� ✓,'• OLGZL3L11-Z7=:j /�.`:C.� 4,"D P—LX,V— ►F561 0t," C.1 —r t
P i 0 C)
r j
�'•�lt.lr"�E hid�'1w, - �,��-, ���.'�5 _ _- - _
2.4
i r�4i,= E)�O.0�j ley MAGTH CV, 7-ar1.c?J7.a H NJZ7 1
0 's. Cn:_Cvtu/14OUQ ,
7 ,{} Q! C
i
5� 4-3 :;= !
60'
M€ri _Ju�z�ac. i-AREA 1= N SZ C 4 E�_ _ I ��.5� C I ���►^- 1. _ 4 7j 7 I s F !
b ra 2 I S�.
€� -- q•,�
_�; 1,5 � t U
Dlr�!trri"tl 4�ILCgO' i�?��Ex_ O_lA� {}.�TH__ cC7}r +�o.1�_S'7Jot1DGc=_- 7�UGF i
� �... ��=i t'-! 1 �'�!�c.�, to���_H F�NT!�•`� __L_.___:_�.__�.W�._..�--� -.�.. r . t
€ t ,
P I v^;rz s 00 1 a 1. r m CS--�j t Li V GFS
PA i: t " - .Lest v` P.im'H
E Z._/AiL�,�..._..__
I 1 -

FPQew., No 615%, alley, williums, curmen, & king
_
vul n
CHANNEL TYPE:
Earth , straight & sm=h
SUMMARY, OF DATA '
H ) MANNIN ROUGHNESS CUEF ' = 0 '0300 /
Z ) AVERAG SIDE SLOPE = 3 '0: 1 '
WIDTH QF CHANNEL _PUTTOM = A '�0O FT '
S ` CHANNEL SLOPE
'
`
D \ NQRMAL� DEPTH OF CHANNEL I 'OZ FT . '
WP `/ WETTED PERI METE! 6 ' 1.4, FT ' `
|
' A ` CROARKiUHAL AREA 3M FT . '
R '` Y_R.A__-' - RADIUS; � 0 '48FT '
. Q \ QWANTITY ) = . 9 '50 S _
AVERAGE UEL0CITY> � 3 '06 FPS
. .
. . .
^
. /

Project: N o; alley, williums, carmen, & king
of kunnupolis, inc.
Subject, E R G ISE ERSARCHITECTS
707 —t�—i� st—t P. T7AS
Date: Rep.
F 28042 7G4,936-15 15
tit CrIT-1
(J-ININEL. TYPF-1
[IUNMARY Or", DATA
RCRA31 I N .0131 0 0
v
W WTIDTH OF C.HONNEL.- .1 0 FT
S') CA ]ANNE:1- SI-1-11DE I. 00 T,
1) NORMAL DEPTH-A.W...(3HANNEL 0 -78 F,,l
6JP WETTED PER I ME-TER 5 -94 F
(AnSSECTUNAL AR�EA 2 .61. FIT.
R HYDRt-'-ILJ1-TC RADIA-IS; 0 .44- FT .
Q 1 Ili STGN FLOW ( (TAOITY 13 -90 CFS
1) ) AVERAGE VELCICT-ry' 5 .32 F P S,
Z'7FN 2-2-9 s
If 12 F-:'D I me�4
kl l:l t7_.G-'I'D '�?rrA=.2.�_1_►.c�_E'S . ' : . � _ _
71
t!l Lj/14 CU
C i A 6;(
ve;
6. 5�v
q
_SF
0
'lg_LF-�rqT-1 4_V---
y/2.0 .5,4_.' uS� I_Cp'1, :=I� - '. -- K I - - -- -
Lorm 4-6(oOr--F
asT Pivastwi I? rrOH
C, I

FProjec:: No: alley, williams, carmen, & king
Subject! of kannapolis, int.
- J' FMCINE ERS ARCHITECTS
Date: 4-ov-9 Rep. N7 ovd,.0i. p-..b., 1246
k.n..F.Us.­1h 2082 704e938-IsI5 F�
rTc� W[-r 3. 5[9E 1-13-3 i Y, a G—17
v i.i ;:i r i
C,'l--I A 11 IN]1:1.1 1 TY P F-
1F.HYA. 1i ,
SUMM()RY CIP' DATA
I,] j MANNINU 'S ROUGHNESS' COEF . = 0 .0300
7 j AVERAGE smE SL0bE_ -�-i -o—f-
W WIDTH OF (-,H(-)NNEL, BOTTOM. 0 .00 FT .
AANNFL SLOPE 1 -00 %
D NORMAL- IDEPTH OF ("HANNE-L 0 .86 FT.
wP wETTED PERIMETER 77. 5.47 FT
R )_ P1YDRN_1LJr: Fri nHr-ii -0 Al.__'FT
N FL -Rd ( Q IJANTI TY Q 11) 6 ' J 6 . 14 CFS
a<- GIST D v z i D,-j
(A a, .
7-
rJ 'NDH LA I_VC­T
rAr _P-4ZE5
F
i
V E W D-S D AZq_L- I N CeZ S i. J
N Z.. Q.3.._: �toPIE A V1"P MC4;, W/-3:1 1 Ds_s E S!
-IT

Projec.t: No: alley, Williams, carmen, & king
Su b'jj e c t_:�::: of kannapolis, inc.
D a I Fe: 5 or 9 Rep. 207 souih main st-ci W U48
�
uulcan
CHANNEL TYPE :
Earth , straight & smooth
SUMMARY OF DATA
.
N ) MANH%N8`S ROUGHW SS CUEF . = 0 .0300
Z ) AVERAGE SIDE SLOPE 3 '00 .
!
W ) WIOTH 0F CHANNE�` BOTTOM = 0 '00 FT .
S ) PHANWEL SLOPE ' = 1 '00 %
D ` NORMAL DEPTH OF PHANNEL = 003 FT.
WP ) WETTED PERIMETER 5 '28 FT
A ` ' OS5ECTIONAL AREA = 2 '09 FT '
R `' HYDRAULIC RADIUS! A� 4() FT .'
0 \10ESIGN. FLOW '(-0UANTITY ) = ' 5 '60'C S
V ' AVERAGF... VELOCITY.� = 2 '68 FbS
1-9
.
-
�V��H��Y ��
� - `
`- Nf-MANNINO')S-RO\1GHNE SCOEF��
- ^�- 3(
-0721r-f­
Z \ AUB7OGE SIUE 3LOPF = 3 '0; 1.
W ) WIDTH 0F CHANNEL BOTTOM 2 '00 FT .,'
S ) CHANNEL 'SLUPE ' = 25 '00 %
D� ) NORMAL DEPTH OF CHANNEL � 0 '26 FT '
.
WP ) WETTED ,PERIMETER = 3 '65 FT '
A ) CROSSECTTONAL AREA � � 0 :72 FT ' -
R \ HYDRAULIC RAOIU� = 0 '20FT '
| � ) DESIGN FLOW ( AUANTTTY ) = 0 '87 CP�
-- _--

[Subject:
No: alley, williums, Carmen, & king
of kannapolis, inc.
- E N G I HE E R S 6 A R CHiT E C T 5
ate: - Co Oi= Rep. 207 ..�,ti main .,,•�, P..,b.. l2[8
kennnpolis,,.er,h carol{ne 28682 704i438•F5I5 F�'
I•
._3/21'1
I '
vu 1.c,an
CHANNEL. TYPE-
r
SUMMARY (-_)t:= D) i-FA
N MANNING °S ROUGHNESS COEF . '_ 0.2150 _
l ) alVEF2(1GF:. SIDr:: ':;I..(")PC1 . �.
:.
w w�)
W C` r-r)'CH .OF� t:HoNNf. I_v FaOTT-1.N . ..._k_:_ 2.-:-00- F;I'-. ..
f) ) NO Mj AL DEPTH OF CHANNE'I_ = I a.'29 FIT
_- _ -- Gl) �tFTT�(� I t�IRAIFAR tE RA ---- ' ^ 'Q.83 TF
IFT .
.. . .. '._ F_{_.. ..
r� } -{Y I.3F�i�lJl_..i'.�: RAL)r�{°._i' � � 0 '�
Q')• DE-!3-1.CW.T"LOW-(-QUAN-1-_1 TY.) I t.:00 'c'fz 5 4t r
V AVERAGV OEI_UC i TY µ 1 - 11:4 6 FPS _. .
Cr✓� � AF;re_12c Fit~ _51 'F5_ 'ey qu��- 2oe,� ,- i�' s :p. .'I�.uXLX:A
BIi.Lt e T'_ems stt'sfTI .o1:._.
I 1 ! oT�
Gu�vG--rc 3,
-xAN�? �Q Ueu EL• I335.
-- . ;f1�_.S-f-1,Npa2D-_�D 2,_�t'��F.T_r✓�_�.�.._��.,.����.�_5_l-Grrr�_�:_l ��= �•.l S°7_:..�._ _._
C Gu i Grno �

No: alley, williums, carmen, & king
of kannapolis, inc. J I I
subject: ENGINEERS & ARCHITECTS
X7 6., 1248
FDaM Rep,
29082 704438 1515
V U C.:l T-1
-ry pF
Cirl A M N F I.,
t h g f t I; Fe s m I.I(D h
)'-.'PlMARY OF- DATA
N ) MANNING 'S ROUGH jESS COEF . 0 . 1000
D P E 4. l.-5 T,
C-1ANNEL
1) i NORMAL bEOTH OF CHANNEL 0 .!i4 F, T
WP ) WETTED PERTMETER 40- FT
OFREJ)' 6 Fl-
0 .26 FT
_0 y
V AVERAGP- 'VELOCT.TY 1 .22 FPS
c 14 's7aw '44D Oct, kj 0. 0&
r
V I'l 1.c;ii rl.- L
CHMAWNEI- TYPE
r -
sOMMARY OF' F)ATA
t _ J-
tj) f1AN1J1 S Ft 10 QG KNE S S C()EE., g6t.
A r E SA-@PE" 0.: 1 VERAGE I D
t I
I nT1170 Cll,'ANNE117BOTT 0- T-
F ---0.
SLbPE, %
Q-EP"fi-1 Q F cI ANNEL-
0 .46 F. T
I t
Fil WP WF-,T-Tr-'[) JPEF 1.METER t 2-.-89
)- CROSEC I 13%Lj-
A
0F
R ) l-lYr)RAUlL.l(. RAE)-lus' � F-1-
Q- -0E'Slj G N-51--OQAtqI T T'f Oi
E ,FS
� 4NR )G VEII.r 61- r� 69 FP EP
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Project: No <n alley, Williams, carmen, & king
of kannapolis, inc.
Subject: ENGIHEERS & ARCHITECTS
Dale: 0 P 9 Rep. 207 s.oh mein street 0"6- U48
­4 U— 28682 MAXIMS
-I- 6:3 S F`
Vulcan
CHANNEL TYPE :
Earth . straioht & smooth
SUMMARY OF DATA
N ) MANNINGIS ROUGHNEAS COEF - 1 ' 0 . 1060
Z ) AVERAGE SIDE SLOP? 3 .00.
W ) WIDTH OF CHANNEL BOTTOM 2 .00 FT .
S ) CHANNEL S;LOPF�— -14-00 %
0 ) NORMAL DEPTH OF CAANNEL 0 .27 FT .
WP ) WETTED PERIMETER ; -1 .71 FT .
0 ) CROPSECII10NALARE0 .0 .76 FT
R ) HYDRAULIC RADJUS 2.0 FT
0 ) MEMN FLOW QUANJITY ) 1 :11 C F S,
—L&6 FP0
AUE'RAGAVE1 0
41
-T
50�THTEM SLOP& D) '2�,J 1,J
Tm n io
H-:--AcAzQz
-zsr AGE = 324 ckl
P.rT fA
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tA F- 69

Project: No: alley, williams, carmen, & king
Subject:
of kannapolis, inc.
ENGINEERS G ARCHITECTS
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N.C. Department of Environment, Health, and Natural Resources
Division of Land Resources, Land Quality SeFtion
Telephone Log
Date: J?7/ Sheet of
Time: ❑ am Call: Placed Cl Received
0 pm Returned`` ❑
1.Project: eUM `— ce_ County:
2.Conversation with: moo L& elephone: ( )
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Y 7�Y SSATLo�
S u
State of North Carolina
Department of Natural Resources and Community Development
Division of Land Resources
512 North Salisbury Street • Raleigh, North Carolina 27611
James G. Martin, Governor Stephen G. Conrad
William W. Cobey, Jr., Secretary February 23, 1989 Director
Mr. & Mrs. G. E. Hollar.
Route 4, Box 248
Yadkinville, NC 27055
RE: Vulcan Materials Co.
Proposed Yadkin Quarry
Yadkin County
Dear Mr. and Mrs. Hollar
Thank you for your letter of February 17, 1989 received February 22, 1989
expressing your concerns regarding the above referenced project.
I recently received a sinu_1ar letter from your son and have responded to
him as requested. I believe the issues raised in your letter are essentially of
the same nature as those noted by your son. Therefore, I have enclosed a copy
of my February 22, 1989 letter to him for your review and consideration. This
should address the concerns noted in your latest correspondence.
Again, I assure you that a careful review will be made of this application
before a decision is made by the Director to grant or deny the mining permit.. I
appreciate your concerns and should you have any further questions I would be,
happy to discuss them with you.
Sincerely,
omas E. Carroll, P.G. \.
Mining Specialist
Land Quality Section
TEC:se
Attachment
cc: Mr. G. Douglas Miller, P.E.
P,O, Box 27687, Raleigh, North Carolina 27611.7687 Telephone 919,733-3833
An Equal Opponuniry Affirmative Action Employer

1-9&
February 17, 1989
�j
North Carolina Department of Natural
Resources and Community Development
Division of Land Resources
Land Quality Section
Post Office Sox 27687
Raleigh, North Carolina 27611
RE: Vulcan Materials Application for Mining Permit (Yadkin County)
Dear Sirs:
Please accept these comments concerning Vulcan Materials Company's application
for a mining permit for a proposed rock quarry in Yadkin County. Although I am an
adjacent landowner to the proposed mine site, I have not received the notice required
from the applicant under the North Carolina Mining Act, N.C. Gen Stat. S 74-46 et sec.
From a conversation with Mr. Tom Carroll of the Land Quality Section, I understand that
the notice was misdirected to one of my former addresses. I learned of the notice from
my parents, Mr. & Mrs. Gurney E. Hollar, who are also adjacent landowners.
I share the concerns expressed to the Department in a letter which is today being
mailed by my parents and wish to incorporate by reference the comments in that letter.
Given the environmental and other problems identified in my parents' letter, a second
quarry should not be sited so close to the quarry previously proposed by Martin Marietta
Aggregates. I have supported the Martin Marietta quarry and have, in fact, agreed to
lease land for that quarry (with the stipulation that my father will be abie to continue to
farm the section that is currently cleared). However, Vulcan's site will have more
adverse effects because Vulcan has acquired much less acreage for its operations than
Martin Marietta and Vulcan will have less desirable access to its property.
In addition to the points raised in my parents' letter to the Department, there are
additional concerns specific to the effect of Vulcan's operations on my property. First,
Vulcan's quarry pit will be on the side of a hill above the cultivated portion of my
property. I am concerned that Vulcan's operation will create water runoff and soil
erosion onto my property. Second, my and Vulcan's property share an access road. This
road provides the only direct access to the cultivated portion of my property. Because
the road passes very near where Vulcan proposes to locate its pit; I am concerned that
Vulcan will attempt to close the road and otherwise interfere with access to my
property.

It is my understanding that water, sediments and other water borne materials from
both Vulcan's and Martin Marietta's operations will be discharged into Deep Creek, which
is adjacent to my property. Since Deep Creek is a quite small stream, I question whether
it can adequately handle the discharges from a second quarry. This issue should be
carefully studied by the Department.
I believe the issues raised in this letter and in my parents letter to the Department
are serious concerns that need to be resolved by the Department before a permit is
issued. Unless these issues can be satisfactorily resolved, I oppose issuance of a mining
permit to Vulcan Materials. I would be pleased to discuss these matters in further detail
and ask that the Department advise me in writing how it intends to address my
concerns. Thank you for your consideration.
Sincerely,
i1� Z, 14�
Dale E. Hollar
2306 Fairview Road
Raleigh, N. C. 27608
[phone] (Work)
[phone] (Home)

February 17, 1989
,IrkIc��►
FF®4 ,
90
North Carolina Department of Natural .n, n, ,9
Resources and Community Development `lurk ,
Division of Land Resources SCj��
Land Quality Section N
Post Office Box 27687
Raleigh, North Carolina 27611
Dear Sirs:
We are writing to comment on the application for a surface mining permit
submitted by Vulcan Materials Company on February 9, 1989. The proposed rock quarry
for which Vulcan seeks a permit would be located on a site in Yadkin County off Speer
Bridge Road. Since we own a 300-acre farm adjacent to the site, we have a strong
interest in this matter. We have farmed in Yadkin County for more than 35 years and
have owned this farm for more than 20 years.
We are deeply concerned about the impact of the proposed Vulcan quarry on our
property, the natural environment and the surrounding community. Our basic concern
stems from the fact that this would be the second rock quarry to locate in the immediate
geographic area. Martin Marietta Aggregates previously submitted an application for a
mining permit to operate a quarry on a site immediately adjacent to that subsequently
selected by Vulcan.
We do not oppose all rock quarries per se. Under appropriate circumstances and
with proper controls, a quarry can produce important economic benefits with minimal
impact on the surrounding area. in partnership with our son, we have, in fact, leased
another small tract of land to Martin Marietta on which a portion of its quarry will be
located. At the time we entered into this agreement, we had no idea that Vulcan would
seek to open another quarry on the adjacent property. The Martin Marietta site is much
superior to the Vulcan site. Martin Marietta has acquired a much larger acreage than
Vulcan to provide a buffer for its operations. Vulcan has purchased only 145 acres while
Martin Marietta has purchased or leased about 400 acres. Martin Marietta will have
almost direct access onto new U.S. 421 (so that traffic on secondary roads will be
minimal). In contrast, Vulcan's access will be considerably further down Speer Bridge
Road near a number of homes. Traffic from truck and other heavy equipment will be
much greater on the secondary roads. The potential disruption to the community will be
much greater from Vulcan's quarry than from Martin Marietta's operations.
We do not believe a second quarry should be permitted in the same, small
geographic area. Deep Creek, a small tributary to the Yadkin River, would receive
water and other discharges from both quarries. There is a serious basis for concern that
Deep Creek would not be able to handle discharges from both quarries without excessive
sedimentation and other environmental problems.

February 17, 1989
Page 2
We are also concerned about the impact of Vulcan's proposed quarry on a 10-acre
lake on our farm. This lake is now in an isolated natural area, but is adjacent to the
property Vulcan has purchased for its quarry. We are concerned that quarrying
operations will damage the water quality of the lake, create noise and air pollution from
the machines and equipment on Vulcan's property, and will be visually unsightly unless
properly bermed or otherwise shielded. At a minimum, any permit should contain
conditions requiring Vulcan to establish well-landscaped berms and other shielding to
prevent an adverse effect on our property, including the lake. Such shielding should be
designed to protect our property from excessive noise, dust and unsightly activities.
The proposed Vulcan quarry will also have an adverse effect on wildlife in the
area. The Vulcan property and surrounding area (including our farm) are prime habitat
for game animals, such as white-tailed deer. Our lake is habitat for significant numbers
of Canada geese and other waterfowl.
From an environmental and public policy standpoint, we seriously question the
wisdom of permitting a second quarry in such close proximity to the Martin Marietta
site. Because of the concerns outlined above, we urge the Department not to issue a
mining permit to Vulcan Materials for a second quarry.
We appreciate this opportunity to comment and request a written response from
the Department explaining how our concerns are being addressed. We would welcome an
opportunity to discuss these issues with a representative of the Department.
Very truly yours,
Mr. & Mrs. G. E. Hollar
Route 4, Box 248
Yadkinville, North Carolina 27055
[phone]

,r
STA4 a
State of North Carolina
Department of Natural Resources and Community Development
Division of Land Resources
512 North Salisbury Street • Raleigh, North Carolina 27611
James G. Martin, Governor Stephen G. Conrad
William W. Cobev, Jr., Secretary February 22, 1989 Director
Mr. Dale Hollar
2306 Fairview Road
Raleigh, NC 27608
RE: Vulcan Materials Co.
Proposed Yadkin Quarry
Yadkin County
Dear Mr. Hollar:
Thank you for your letter of February 17, 1989 received February 20, 1989
expressing your concerns regarding Vulcan Materials Ccmpanys' application for a
mining permit for the operation of a crushed stone quarry in eastern Yadkin
County.
In your correspondence, you noted that you shared the same concerns
expressed in a letter sent to the Department by your parents (copy enclosed) .
The concerns you and your family expressed certainly deserve evaluation. Before
the Director of the Division of Land Resources makes a decision to grant or deny
the permit, these concerns as well as any others within the jurisdiction of
N. C. General Statute 74-51 of the Mining Act of 1971 will be carefully
considered.
The Groundwater Section of the Division. of Environmental Management will be
requested to review the proposal and coment as to what impact, if any, the
proposed operation will have on area groundwater. Similarly, the applicant has
applied for a. National Pollution Discharge Elimination System (NPDES) permit
with the Water Quality Section of the Division of Environmental Management. A
NPDES permit has specific guidelines, on the characteristics of any discharge so
that it will not be degrading to the receiving waters. The mining permit, if
granted, would specifically site the operators responsibility to ca-nply with
those water quality standards. If you need specific information on the
standards, you are encouraged to contact the Water Quality Section in the
Winston--Salem Regional Office at (919) 761-2351.
P.O. Box 27687, Raleigh, North Carolina 27611.7687 Ttlephone 919-733-3833
An Equal Opportunity Affirmative Action Employer

4
Mr. Dale Hollar
February 22, 1989
Page 2
Similarly, specific. concerns you may have pertaining to air c;uality are
being reviewed by the Division of Environmental management's Air Quality
Section. A separate application has been filed with that office and a separate
air quality permit will be required for this site. Again, mining permits
refererce the obligation of an operator to comply with standards of air duality
promulgated by the Environmental Manageanent Commission. If you need additional
information, please contact the Air Quality Section at (919) 733-3340.
Regarding your concerns of water runoff and soil erosion, the applicant has
submitted a detailed erosion and sediment control plan for the site. As I had
previously discussed with you, this plan along with the other portions of
application are being carefully reviewed by this office and our Winston--Salem
office staff to ensure that all aspects of the proposed project are adequately
addressed. Any deficiencies noted in the plans must be corrected before a
mining permit will be issued for this site. Should you have any specific
questions regarding the erasion/sediment control plan I would be happy to
discuss there with you.
With reference to your concern over potential interference with access to
your property, I have discussed the matter with a representative of the Attorney
General's Office and have been advised that such concerns can not be addressed
under the Mining Act. However, your recourse would be civil litigation with the
applicant/landowner to resolve a dispute should one arise.
Finally, the offsite truck traffic and associated offsite safety aspects
are not within our jurisdiction. Traffic and road access concerns should be
directed to the Department of Transportation's Right-of-Way Branch at (919)
733-7694. Also, the present state of the land use, whether it is light commerce
or residential, is not an item for our consideration. These items are more
properly addressed through local zoning ordinances.
Hopefully, I have provided the information you requested. I can assure you
that a careful and thorough review of the mining permit application will be
conducted prior to making a decision to grant or deny the permit.
Again, thank you for your input. Please advise at (919) 733-4574 if I can
be of further assistance.
Sincerely,
Thomas E. Carroll, P.G.
Mining Specialist
Land Quality Section
TEC:se
cc: Mr. Doug Miller, P.E.

�va+STATE.
r P,
State of North Carolina
Department of Natural Resources and Community Development
Division of lend resources
512 North Salisbury Strcct • l�ileih, North Carolina 27611
James G. Martir7, Governor Stephen G. Connd
William W. Cobey, Jr,, Secretary February 13, 1989 Director
MEMORANDUM
TO: Don Balser
Program Coordinator
Wildlife Resources Con-mission
FROM: Thomas Carroll /
Mining Specialist
Land Quality Section
RE: Vulcan Materials Company
Proposed Yadkin Quarry
Yadkin County
Please find attached for your review a copy of the pertinent sections of
the mining permit application and site plans for the above referenced project.
The site is located approximately six (6) miles east of Yadkinville off SR 1711
in Yadkin County. It directly adjoins Martin Marietta Aggregates` proposed
Yadkin Quarry on which your office has rerently submitted review comments.
Please review this information and advise as to the probability of the
operation having unduly adverse effect on wildlife or freshwater fisheries (G.S.
74-51 (2) ) . Please respond by March 13, 1989 so that we may complete our reviE-,a -
of the permit application within our statutory time limits.
As is the case in our review of all. mining permit applications, this office
will. carefully review all proposed erosion and sediment control measures to
ensure that they are sufficient to restrain erosion and offsite sedimentation.
However, any comments your agency can provide regarding effects on wildlife and
freshwater fisheries (i.e. fish spawning season, etc.) would be greatly
appreciated. If anyone on your staff wishes to perform- a site inspection, they
are urged to contact Mr. Russ Willard at (919) 767-4600 to set up a convenient
date and time.
Your continued cooperation in the review of these type appl-ications is very
much appreciated. should you have any questions please advise at (91.9)
733-4574.
TDZ.se
Attachments
cc: Mr. Doug Miller, P.E.
P.O. kx 27687, Raleigh, North Carolina 2761i-7587 Telephone 9I9-733.3833
An Equal Opportuniry Affirmative Action Employer

DEPARTMENT OF NATURAL RESOURCSES 6 COMMUNITY DEVELOPMENT
LAND RESOURCES DIVISION
LAND QUALITY SECTION
TELEPHONE LOG
Sheet
Date
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County
Call received Call placed `J
1. Project: �C� ` i�
2. Conversation with:
3. Content of conversation:
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DEPARTMENT OF NATURAL RESOURCSES & COMMUNITY DEVELOPMENT
LAND RESOURCES DIVISION
LAND QUALITY SECTION
TELEPHONE LOG
Sheet
Date 3113 9-T
County
Call received Call placed
1. Project: l/ cJ l't'L-� r ( 6t
2. Conversation with: �V 5 5 W a-� Q9w
3. Content of conversation:
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State of North Carolina
Department of Natural Resources and Community Development
Division of Land resources
512 North Salisbury Street • Raleigh, North Carolina 27611
James G. Martin, Governor 'March 28, 1989 Stephen G. Conrad
William W. Cobey, Jr., Secretary Director
Mr. Dale E. Hollar
2306 Fairview Road
Raleigh, NC 27608
RE: Vulcan Materials Company's
Proposed Yadkin Quarry
Yadkin County
Dear Mr. Hollar:
In response to your latest letter received Larch 21, 1989, the Department
is- carefully reviewing the above referenced application and has already flagged
the buffer issue hot.ed in your letter. It is our intentions of requiring the
applicant to provide this office with information on overburden thicknesses in
areas where the proposed excavation will abut adjoining property lines.
As far as a standard industry practice there is none. Different companies
prefer wader buffers than others do. Our concerns lie with slope stability and
associated safety considerations. The appropriateness of a particular buffer is
based on site specific information such as: the depth and nature of the
overburden, the angle of proposed cut/fill slopes, safety benches, and blasting
practices.
Again, I appreciate your concern and I assure you that the Department will
carefully review this application. Should you have any further questions I
believe it would be most helpful for you to visit this office once again so that
we may discuss them in detail.
Sincerely yours,
/ o
Thomas E. arroll, P.G.
Mining Specialist
Land Quality Section
TE)C:se
cc: Mr. G. Douglas Miller, P.E.
P.O. Box 27687, Raleigl5, North Carolina 27611-7687 Telephone [phone]
An Equal Opportunity Affirmative Action Employer

14�.�
�qR . Oil,
1141 �9�y March 20, 1989
f� /o
N
Mr. Thomas E. Carroll, P. E.
Land Quality Section
North Carolina Department of Natural Resources
and Community Development
Post Office Box 27687
Raleigh, No rth Carolina 27611
RE: Vulcan Materials Application for Mining Permit (Yadkin County)
Dear Mr. Carroll:
1
Thank you for your letter of February 22, 1989 which responded to my February 17,
1989 letter', on Vulcan Materials' permit application for a quarry in Yadkin County. I am
writing you to express an additional concern about Vulcan's proposed quarry. Based upon
the site plans filed with your office, it appears that Vulcan's quarry pit will come within
25 feet of my property. I object to the pit coming so close to my property line because it
will create�an imminent danger to my land. It is my understanding that standard industry
practice requires an offset of at least 100 feet from the property line. Vulcan Materials
should be required to adhere to that standard if it locates a quarry on its site.
Please let me know in writing how the Department plans to address this concern. I
would be 'pleased to discuss this matter further with a representative of the
Department'. Thank you for your assistance.
Sincerely,
!o•
Dale E. Hollar
2306 Fairview Road
Raleigh, N. C. 27608
} Work No. [phone]
1 Home No. [phone]
/f pf

rr
State of North Carolina
Department of Natural Resources and Community Develops-neat
Division of Land Resources
512 North Salisbury Street • Raleigh, North Carolina 27611
James G. Martin, Governor Stephen G. Conrad
William W. Cob'I Jr., Secretary April 6, 1989 Director
MEMORANDUM
TO: I,7ohn Stewart
Acting Regional Groundwater Hydrogeologist
FROM: Thomas Carroll,- P.G. ; State Mining Specialist
Land Quality Section
RE: ?�ppl.ication for a Mininq Permit
Vulcan Materials Company
Proposed Yadkin Quarry
Yadkin County
Attached for your review and comment is a copy of the above referenced
mining permit application and a copy of the hydrologic report prepared by Harry
E. IRGrandL I do not have an extra set of site plans to send you but Doug
Miller has �a complete set in his files that you may review if need arises. Mr.
LeGrand notes that the three wells cited in his report "are suitable for future
monitoring purposes. " As you know, the purpose of such wells is to provide a
means of anticipating or assessing what impact, if any, the mining and pit
dewatering may have on surrounding (offsite) groundwater supplies.
You arc also probably aware that this office has no documentation of a
similar type operation in a fractured (igneous) rock terrain ever causing a
significantl adverse impact on offsite wells. However, as we have discussed in
the past, this office feels that it is.prudent to require the installation of a
reasonable number of monitoring wells and a specific well monitoring schedule
should a mining permit be issued for this site. The data gained through such
long-term mIonitoring programs is critical in evaluating possible future permit
renewal and%or_ modification request(s) .
Thus', your review of the attached information and any cements you may have
on the adequacy of the number and placement of wells, their depths, axed the
proposed monitoring schedule would be greatly appreciated. Should a mining
permit be i issued, it would require that the wells meet construction
specifications established by the Groundwater. Section. Feel free to call me at
733-4574 should you have any questions on this matter. Your continued
cooperation is very much appreciated.
TEC:se
Attachments
cc: Mr. G. Douglas Mi.lI.er., P.E.
1'0. Pox 276.S7, Ptdcigh, North C:.ardis�a 27611.7667 Tdcphc3nc 9i9-733-34S33
An Equal Opportunity Aiiirmasw Action Employer

E�
North Carolina Department of Cultural Resources oy
James G. Martin, Governor Division of Archives and History
Patric Dorsey, Secretary William S. Price,Jr., Director
Marct 6, 1989
Guy KI1,. Mitchell
Vice President
Vulcan Materials Company
P.O. Box 4195
Winston-Salem, N.C. 27115-4195
I
Re: Yadkin Quarry, Yadkin County
> R 89-8026
l
Dear ivIr. Mitchell:
There are no known recorded archaeological sites within the project
boundaries. However, the project area has never been systematically
surveyed to determine the location or significance of archaeological
resources.
Information from the Yadkin River basin and its tributaries surrounding
the project area indicates that this region is extremely rich in archaeo-
logical resources. Within several miles over twenty prehistoric sites
are known to exist ranging from small campsites located in the uplands
to large sedentary villages situated on the floodplains. Because of the
project's location, it is not anticipated that any village sites will be
affected. Our concern lies in the high probability that campsites or
possib;ly prehistoric quarries may be affected by construction.
Because these sites often provide valuable information about the past,
we recommend that a comprehensive survey be conducted by an experienced
archaeologist to identify the presence and significance of archaeological
remains that may be damaged or destroyed by the proposed project.
Potential effects on unknown resources should be assessed prior to the
initiation of construction activities.
Enclosed is a list of archaeological consultants who have conducted or
expressed an interest in conducting contract work in North Carolina.
Individual files providing additional information on the consultants may
be examined at the State Historic Preservation Office's Office of State
Archaeology, 421 North Blount Street, Raleigh. If additional names are
desired, you may consult the current listing of the members of the
Society� of Professional Archeologists, or contact the society's current
secretary/treasurer, J. Barto Arnold, III, P.O. Box 13265, Austin, Texas
78711-3265. Any of the above persons, or any other experienced archaeologist,
may be contacted to conduct the recommended investigation,
109 East Jones Street a Raleigh, North Carolina 27611

Guy K. Mitchell
March 6, 1989, Page Two
The above comments are made pursuant to Section 106 of the National.
Historic Preservation Act of 1966, the Advisory Council on Historic
Preservation's Regulations for Compliance with Section 106, codified at
36 CFR Part 800, and to Executive Order 11593, "Protection and Enhance-
ment of the Cultural Environment."
Thank you for your cooperation and consideration. If you have questions
concerning the above comment, please contact Ms. Renee Gledhill-Earley,
environmental review coordinator, at 919/733-4763.
Sinceroely,
' C
avi Brook, Deputy State
Historic Preservation Officer
DB:slw
Enclosure
cc: Thomas Carroll
Loynd Quality Section, DNRCD
I

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YADKIN . QUARRY
.. �VLC.AN s', MRT•E R=RL S _ CC7MPANY
' ,FELLER SITE
SEDIM'ENT.••AND -EROSION CONTROL PLAN
JANUARY -.17, 1989
y '' '.+�.•'3 psi'j° s•.{i:'` �
Ij
jr i .

CONSTRUCTION SEQUENCE
I . Clear access road.
2 . Install Temporary Sediment Traps and Rock Dams below access road
culverts .
3 . Install access road culverts •and Rip Rap Outlet Protection.
4 . Begin grading access road.
5 . Ins I�tall road ditch and channel linings , and vegetate all disturbed
areas immediately upon completion of any section of the roadway.
6 . Complete access road.
7 . Clear quarry pit area.
I
8 . Install Rock Dam below Culvert #8 (Ramp Culvert) .
9 . Insttall Culvert #8 and Rip Rap Outlet Protection.
10 . - Install Culvert #9 and Rip Rap Outlet Protection.
11 . Install Culvert #9 inlet channels , line and vegetate channnels
• according to specifications .
12 . Install Temporary- Sediment Traps at Temporary Slope Drain Outlet
locations below toe of fill north of Stockpile and Plant Area.
13 . Begun overburden removal , ramp construction and fill placement .
a . , B�egin overburden removal from west side of site and proceed
eastward allowing the excavated area to act as a sediment trap .
b. Install Temporary Dike and Slope Drains along at top of fill
along the north side of future Stockpile and Plant Area .
c . Maintain the Temporary Dike and extend the Temporary slope
Drains as fill rises .
d. Install the Permanent Slope Drains and Berms at Quarry Pit as
soon a overburden removal is complete in those areas .
s e p
14 . Inspect all sediment and erosion control measures after each
rain event . Make any needed repairs and remove accumulated
sediment from -measures when 1/2 full .
15 . Complete overburden removal and fill placement .
16 . Install Permanent Dike along top fill above the 54" CMP inlet
• south of Stockpile and Plant Area.
17 . RemovIe Temporary Slope drains and insure drainage for stockpile
and Plant Area is to channels and 54" CMP south of the fill .
18 . vegetate all disturbed areas according to the vegetation Plan.

•
VLTLCAN MA'T'E R=AL S COMPANY
• ELLER SITE
SEDIMENT AND EROSION CONTROL PLAN
SUPPORTING CALCULATIONS
JANUARY 1.7 , 1989
References :
• 1 . NC NRCD Erosion and Sediment Control Planning and Design Manual .
2 . NC NRCD Land Quality Section Energy Dissapator handout .

TABLE OF CONTENTS
Page
Culverts. . .
Roadside ditches g . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 1
ndchannels. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . li
Quarry pit slope drains. . . . . . . .
Temporary slope drains. . . . . . ,
Temporary sediment traps. . . . . . . . . . . . .
Rock dams. . . . . . . . .

CULVERTS
1. Calvert #1 (18" CMP) : First culvert along access road from SR 1711
a. Runoff (SCS Peak Discharge ; reference 1)
1. Soil Type: Lloyd Loam; Hydrologic Soil Group B
2. Average watershed slope: 3.0%, moderate
3 . hydraulic length: 470,
4 . Rainfall: 10 year 24 hour = 5.0" (8.03k)
5. Curve number. (8.03b)
LanduseJcover Acres CN
Cultivated wJcons. 3 .1 71
6. Ru.niff depth (8.03c) , 10 year 24 hour = 2.12"
7 . Peak discharge rate (8.03p) = 4 .6 As
I
Q10 = (2.12") (4 .6 cfs inch) = 9.8 cfs
b. Rip rap outlet protection (NYDOT Method; reference 2)
• 1.. Pipe = 1.8" CMP -
2 . -Pipe slope = 8.0%
3 . 'Mann��
design Q10 ngs-n = 0.024
4 . Q - = 9.8 cfs
5. By Mannings equation, determine area of flow at Qdesign'
Q = (1. 486J0.024) (0.402) 66 (0.08) '5 (1.027) = 9.9 cfs
Q > Q ok, Area of flow = 1.027 ft2
. Il0
6. Determine velocity
V = Q j A = 9.9 cfs / 1.027 ft2 = 9.6 fps
7. Determine rip rap size and apron dimensions (p. 18)
.Zone 12 ; apron material =. light = Y (D50)
Lining thickness = 12" ; Apron length = 9'
Apron end width = 9' ; Filter blanket = Synthetic filter fabric
s
1 . . .

2. Culvert 02 (24" CMP) : Second culvert along access road from SR 1711
a. Runoff (SC5 Peak Discharge; reference 1)
1 , Soil Typo: Lloyd Loam; }Hydrologic Soil Group B
2, Average watershed slope: 3 .0%, moderate
3 . Hydraulic 'Length: 850,
4 . Rainfall: 1.0 year 24 hour = 5.0" (8.03k)
5. Curve number (8.03b)
Landuse/cover Acres CN
Cultivated w/cons. 6. 2 71
6. Runoff depth (B.03c) , 1.0- year 24 hour = 2.12"
7 . . Peak discharge rate (8.03p) = 8.0 cfs
Q10 = (2. 12") (8.0 cfs/i.nch) = 17.0 cfs
b. Rip rap outlet protection (NYDOT Method; reference 2)
1. Pipe = 24" CMP
2. Pipe slope = 8.0%
. 3. Mannings n = 0.024" -
4' Qdesign = Q10 - 17.0 cfs
5. By Mannings equation, determine area of flow at Qdesign'
Q = (1.486/0.024) (0.500) 'b6 (0.08) '5 (1.546) = 17 .0 cfs
Q Q10' ok, Area of flow = 1.546 ft2
G. Determine velocity
V = Q 1 A = 17.0 Us 1 1.546 ft2 = 11.0 fps
7. Determine rip rap size and apron dimensions (p. 18)
Zone = 2; apron material = light = 6" (D50)
Lining thickness = 12" ; Apron length = 12'
Apron end width = 121 ; Filter blanket = Synthetic filter fabric
2

3 . Culvert #3 (24" CMP) : Third culvert along access road from SR 1711
a. Runoff (SCS Peak Discharge; reference 1)
1 . Soil Type: Lloyd Loam; Hydrologic Soil Group B
2. Average watershed slope: 4 .0%, moderate
3. Hydraulic length: 790,
4. Rainfall: 10 year 24 hour = 5.0" (8.03k)
5. Curve number (8.03b)
Landuselcover Acres CN Acres X CN
Cultivated wlcons. 9. 4 71 667. 4
Woods-good cover 1.9 55 104.5
11.3 771.9
Weighted CN = 771.9 11.3 acres W 68.3 use 68
6. Runoff depth (8.03c) , 10 year 24 hour = 1.88"
7 . Peak discharge rate (8.03p) = 10.1 cfs
• Q10 = (1.88") (10. 1 cfs/inch) = 19.0 cfs
b. Rip rap outlet protection (NYDOT Method; reference 2)
1. Pipe = 24" CMP -
2. 'Pipe slope = 7.0%
3. Mannings n = 0.024
4 . Qdesign = Q10 = 19.0 cfs
5. By Mannings equation, determine area of flow at Qdesign'
Q = (1.48610.024) (0.529866 (0.07S
) ' ) ' (1.770) = 19.0 cfs
Q = Q10, ok, Area of flow = 1.770 ft2
6. Determine velocity
V = Q / A = 19 .0 cfs 1 1.770 ft2 = 10.8 fps
7 . Determine rip rap size and apron dimensions (p. 18)
-Zone = 2; apron material =light = 6" (D50)
Lining thickness = 12" ; Apron length = 12'
Apron end width = 12' ; Filter blanket = Synthetic filter fabric
3

4 . Culvert #k4 (24" CMP) : fourth culvert along access road from SR 171.1
a . Runoff (SCS Peak Discharge; reference 1)
• 1. Soil Type: Lloyd Loam; hydrologic Soil Group B
2. Average watershed slope: 3.0%, _moderate
3 . hydraulic length; 680'
4 . Rainfall: 10 year 24 hour = 5.0" (8.03k)
5 . Curve number (8.03b)
Landuselcover Acres CN Acres X CN
Cultivated w1cons. 5 .0 71 355.0
Woods-good cover 1 .5 55 71.5
6.3 426.5
Weighted CN = 426.5 1 6.3 acres = 67 ,7 use 68
6. Runoff depth (8.03c) , 10 year 24 hour = 1.88"
4
7. Peak discharge rate (8.03p) = 7.6 cfs
• Q10 = (1.88") (7.6 cfs/inch) = 14.3 cfs
b. Rip rap outlet protection (NYDOT Method; reference 2)
1. Pipe = 24" CMP
2. Pipe slope = 4 .01 _
3 ...Mannings n = 0.024
4' . Qdesign = Q10 = 14.3 cfs
5. By Mannings equation, determine area of flow at Qdesign'
Q = (1.486/0.024) (0.5298) '66 (0.04) '5 (1.770) = 14 .4 cfs
Q > Q10, ok, Area of flow = 1.770 ft2
6. Determine velocity
V = Q J A = 14.4 cfs J 1.770 ft2 = 8. 1 fps
7. Determine rip rap size and apron dimensions (p. 18)
Zone = 2 ; apron material = light = 6" (D50)
Lining thickness = 12" ; Apron length = 12'
Apron end width = 1.2' ; Filter blanket = Synthetic filter fabric
4

5. Culvert #5 (18" CMP) , Fifth culvert along access road from SR 1711
a. Runoff (SCS Peak Discharge; reference 1)
1. Soil Type: Lloyd Loam; Hydrologic Soil Group B
2. Average watershed slope: 4 .0%, .moderate
3 . Hydraulic length: 360,
4 . Rainfall: 10 year 24 hour = 5.01, (8,03k)
5., Curve number (8.03b)
Landuse/cover Acres CN Acres X CN
Cultivated wicons. 1.8 71 127 .8
Woods-good cover 1. 1 55 60.5
2.9 188. 3
Weighted CN = 188.3 J 2.9 acres = 64.5 use 65
G. Runoff depth (8.03c) , 10 year 24 hour = 1.65"
7. Peak discharge rate (8.03p) = 4.1 cfs
Q10 - (1.651-) (4. 1 cfs inch) = 6.8 cfs
b. Rip rap outlet protection (NYDOT Method; reference 2)
1. Pipe = 18" CMP
2. Pipe slope = 9.0%
3 ... Mannings n = 0.024
4' Qdesign = Q1.0 = 6.8 cfs
5. By Manni.ngs ecluntion, determine area of flow at Qdesign'
Q = (1.48610,024) (0.343) '66 (0.09) '5 (0.744) = 6.8 cfs
Q Q10, ok, Area of flow = 0.744 ft2
6. Determine velocity
V = Q / A = 6.8 cfs J 0.7440 ft2 = 9.2 fps
7. Determine rip rap size and apron dimensions (p. 18)
'Lone = 2; apron material = light = 6" (D50)
Lining thickness = 12" ; Apron length = 9'
Apron end width = 91 ; Filter blanket = Synthetic filter fabric
5

6. Culvert #6 (18" CMP) : Sixth culvert along access road from SR 1711
a. Runoff (SCS Peak Discharge; reference 1)
1. Soil Type: Lloyd Loam; Hydrologic Soil Group n
• 2. Average watershed slope: 9.0%, steep
3. Hydraulic length: 410'
4 . Rainfall: 10 year 24 hour = 5.0" (8.03k)
5. Curve number (8.03b)
Landuse/cover Acres CN
Woods--good cover 5.5 55
6. Runoff depth (B.03c) , 10 year 24 hour = 0.95"
7 . Peak discharge rate (8.03q) = 8.3 cfs
Q10• = (0.9511) (8.3 cfsfinch) = 7 .9 cfs
b. Rip rap outlet protection (NYDOT ,Method; reference 2)
1. Pipe = 18" CMP
2. Pipe slope = 3.0%
• 3. Mannings n = 0.024
4 , .Qdesign = Q10 7 .9 cfs
5. By Mannings equation, determine area of flow at Qdesign'
Q = (1.486/0.024) (0.4394) '66 (0.03) '5 (1,279) = 8.0 cfs
Q > Q10, ok, Area of flow = 1.279 ft2
6. Determine velocity
V = Q J A = 8.0 cfs 1 1.279 ft2 = 6.2 fps
7 . Determine rip rap size and apron dimensions (p. 18)
Zone = 2; apron material =. light = 6" (D50)
Lining thickness = 12" ; Apron length = 9'
Apron end width = 9" ; Filter blanket = Synthetic filter fabric
6

7. Culvert #7 (36" CMP) , Seventh culvert along access road from SR 1711
a. Runoff (SCS Peak Discharge ; reference 1)
1. Soil Type:. Lloyd Loam; Hydrologic Soil Group B
2. Average watershed slope: 11.0%, Steep
3. Hydraulic length: 1950,
4. Rainfall: 10 year 24 hour = 5,0" (8.03k)
5. Curve nwnber (8.03b)
Landuse/cover Acres CN Acres X CN
Cultivated w/cons. 8. 4 71 596.4
Woods-good cover 21.9 -55 1204.5
30.3 1800.9
Weighted Cif = 1800.9 1 30.3 acres = 59.4 use 60
6. Runoff depth (8.03c) , 10 year 24 hour = .1.30"
7 . Determine peak discharge for equivalent drainage area
Equivalent drainage area = 39.0 acres (8.03n)
Discharge per inch of runoff (8.03q) = 37.0 efs
Q = {1.30") (37 cfs/inch) = 48.1 cfs
Q = (48.1 cfs) (30.3 acres/39.0 acres) = 37.4 cfs
8. Adjust discharge for watershed slope (8.03d)
Q10 = (0.93) (37-.4- cfs) = 34 .8 cfs
b. Rip rap outlet protection (NYDOT Method; reference 2)
1. Pipe = 36" CMP
2. Pipe slope = 2.0%
3 . Mannings n = 0.024
" . Qdesign = Q10 = 34.8 cfs
5 . By Manni.ngs equation, determine area of flow at Qdesign'
Q = (1.486/0.024) (0-853) 66 (0.02) '5 (4.483) = 35.3 cfs
. Q > Q10' ok, Area of flow = 4.483 ft2
6. Determine velocity
V = Q /. A = 35.3 cfs / A .483 ft2 = 7.9 fps
7

7 .. determine rip rap size and apron dimensions Q. 18)
Zone = 2 ; apron material = light = 6" Q50}
• Lining thickness = 12" ; Apron length = 18'
Apron end width = 181 ; Filter- blanket = Synthetic filter fabric
8. Culvert #8 (54" CMP) : Under quarry pit ramp
a. Runoff (SCS Peak Discharge; reference 1)
1. Soil Type: Lloyd Loam; Hydrologic Soil Group B
2. Average watershed slope: 10.0%, Steep
3. Hydraulic length: 11101
4. Rainfall: 10 year 24 hour = 5.0" (8.03k)
5 . Curve number (8.03b)
Landuselcover Acres CN Acres X CN
Pasture-good 7 .1 55 390.5
Woods-good cover 12.5 61 762.5
19.6 1153 .0
• Weighted CN = 1153.0 1 19.6 acres = 58.8 use 59
6. .Runoff depth (8.03c) , 10 year 24 hour = 1.23"
7. Determine peak discharge for equivalent drainage area
Equivalent drainage area = 18.0 acres (8.03n)
Discharge per inch of runoff (8.03q) = 20.0 cfs
Q = (1. 23") (20.0 cfs/inch) = 24.6 cfs
Q = (24.6 NO (1.9.6 acresl18.0 acres) = 26.8 cfs
- 8. Adjust discharge for watershed slope (8.03d)
Q10 = (0.92) (26.8 cfs) = 24.7 cfs
9. Total runoff (add discharge from culverts 4 ,5,6,7)
QiO total = 24 .7 +' 34.8 + 7 .9 + 6.8 + 14.3 = 88.5 cfs
b. Rip rap outlet protection (NYdOT Method; reference 2)
.1. Pipe = 54" CMP
' �
2. Pipe slope _ 2.0%
8

3 . Mannings n = 0.024
4. Qdesign - Q10 = 88.5 cfs
5. By Mannings equation, determine area of flow at Qdesign'
Q = (1.48610.024) (1. 203) '66 (0.02) '5 (8.958) = 88.9 cfs
Q > Q10' ok, Area of flow = 8.-958 ft2
6. Determine velocity
V = Q / A = 88.9 cfs / 8.958 ft2 = 9.9 fps
7 . Determine rip rap size and apron dimensions (p. 18)
"Lone = 3 ; apron material = medium = 131, (D50)
Lining thickness = 18" ; Apron length = 36,
Apron end width = 361 ; Filter blanket = Synthetic filter fabric
9. Culvert #9 (541" CMP) : Under stockpile area
a. Runoff (SCS Peak Discharge; reference 1)
L. Soil Type: Lloyd Loam; Hydrologic Soil Group B
2. Average watershed slope: 9.0%, Steep
3. Hydraulic length: 880'
4. rainfall: 10 year 24 hour = 5.01" (8.03k)
5. Curve number (8.03h)
Landuse/cover Acres CN Acres X CN
Cultivated w/cons, 3 .3 71 234 .3
Stockpile area-gravel 10.0 85 850.0
Pasture-good 12.7 61 774.7
..Woods-good cover 4.3 55 236.5
30.3 2095. 5
Weighted CN = 2095 .5 1 30.3 acres = 69. 2 use 70
6. Runoff depth (8,03c) , 10 year 24 hour = 2.041"
7. Determine peak discharge for equivalent drainage area
• Equivalent drainage area = 12.0 acres (8.03n)
Discharge per inch of runoff (8.03q) = 17.0 cfs
Q = (2.0411) (17.0 cfs/inch) = 34 .7 cfs
9

Q = (34 .7 cfs) (30.3 acres112.0 acres) = 87 .6 cfs
8. Adjust discharge for watershed slope (8.03d)
Q10 = (0.88) (87 .6 cfs) = 77.1 cfs
b. Rip rap outlet protection (NYDOT Method; reference 2)
1. Pipe = 54" YMP
2 . Pipe slope = 6.0%
3 . Mannings n = 0.024
4 . Qdesign = Q10 = 77 . 1 cfs
5. By Mannings equation, determine area of flow at Qdesign'
Q = (1.48610.024) (0.9129) '66 (0.06) '5 (5.401) = 77.1 cfs
Q = Q10` ok, Area of flow = 5.401 ft2
6. Determi.ne velocity -
V = Q I A = 77.1 cfs 1 5. 401 ft2 = 14.3 fps
7. Determi.ne rip lap size and apron dimensions (p. 18)
Zone = 4 ; apron material = heavy = 23" (D50)
Lining thickness = 30" ; Apron length = 45'
Apron end width = 451 ; Filter blanket = Synthetic filter fabric
10

ROADSIDE DITCHES AND CHANNELS
Runoff curve numbers and watershed slopes are from previous culvert
out:Let protection calculations. For drainage areas less than 1 acre
• the 1 acre rate was used to determine peak discharge.
.1. Culvert #1, east ditch
a. Runoff (SCS Peak Discharge Method, reference 1)
1. Drainage area = 1.0 acres
2. Curve number = 7-1-
3 . Average watershed slope = 3 .0%, moderate
4 . Runoff depth (8.03c)
10 year 24 hour = 2.12"
2 year 24 hour = 1.09"
5. Peak discharge rate (8.03p) = 2.0 cfs
Q10 = (2. 12")' (2.0 cfs/inch) = 4 . 2 cfs
QZ = (1.0911) (2.0 cfs inch) = 2. 2 cfs
b. Proposed ditch grade = 2.7%
c. Proposed vegetative cover = Tall Fescue
d. Soil type = Lloyd Loam (easily erodible)
e. Permissible velocity for established vegetation = 4.5 fps (8.05a)
f. Retardance class = "C" uncut, "D" cut (8.05c)
g. V shape ditch with Z = 4
• Description d(ft) A(ft2) R(ft) n V(fps) Q(cfs) Comments
Cut "D" 0.7 1.96 0.340 0.0491 2.4 4.8 V<Vp,Q>Q10
Uncut "C" 0.8 2. 56 0.388 0.060 2.2 5 .6 Q>Q10
Bare 0.4 0.64 0. 194 0.020 4 . 1 2.6 Q>Q2,V<Vp
Tall Fescue is adequate for a permanent cover. However, a temporary
lining is required since V>Vp (2.0 fps) .
h. Determine acceptable temporary lining
1 . calculate shear stress for Q2
T = yds = (62.4) -(0. 4) (0.027) = 0.67 lbfft2
2. -Straw and net appears to be and acceptable lining
Td = 1.45 (8.05g) , n = 0.033 (8.05e)
d(ft) A(ft2) R(ft) n V(fps) Q(cfs) T(lb/ftZ) Comments
0.6 1. 44 0. 291 0.033 3 .2 4.7 1.01 T<Td'Q>Q2
Ditch summary:
Permanent cover = Tall. Fescue, Temporary lining = Straw and net
V shape, Z = 4, d = 1.01 , grade = 2.7%

2. Culvert 01, west ditch
a. Runoff (SCS Peak Discharge Method, reference 1)
• 1. Drainage area = 0.4 acres
2. . Curve number = 71
3. Average watershed slope = 3.0%, moderate,
4. Runoff depth (8.03c)
10 year 24 hour = 2.12''
2 year 24 hour = 1.09''
5. Peak discharge rate (8.03p) = 2.0 cfs
Q10 = (2. 12") (2.0 cfslinch) = 4 . 2 cfs
Q2 = (1.09") (2.0 cfs/inch) = 2.2 cfs
b. Proposed ditch grade = 1.5%
c. Proposed vegetative cover = Tall Fescue
d. Soil. type = Lloyd Loam (easily erodible)
e. Permissible velocity for established vegetation = 4 .5 fps. (8.05a)
f. Retardance. cI.ass = "C" uncut, "D" cut (8.05c)
g. V shape ditch with Z = 4
Description Aft) A(ft2) R(ft) n - V(fps) Q(cfs) Comments
Cut: "D'' 0.8 2.56 0. 388 0.049 2.0 5 .2 WVp,Q>Q10
• Uncut "C" 0.8 2.56 0.388 0.060 1.6 4.2 Q=Q10
Blare 0.4 0.64 0.194 0.020 3. 1 2.0 V>V
p
Tall Fescue is adequate for a permanent cover. However, a temporary
lining is required since V>Vp (2.0 fps) .
h. Determine acceptable temporary lining
I, Calculate shear stress for Q2
T = yds = (62.4) (0.4) (0.015) = 0.37 lb/ft2
2. Straw and net appears to be and acceptable lining
Td = 1 . 45 (8.05g) , n = 0.033 (8.05e)
d(f.t) AM 2 R(ft) " ' n V(fps) Q(cfs) T(lb/ft2) Comments
0.6 1.44 0.291 0.033 2. 4 3 .5 0.56 T<Td,Q>Q2
Ditch summary:
Permanent cover = Tall Fescue, Temporary lining = Straw and net
V shape, Z = 4 , d = 1.01 , grade = 1. 5%
12

3 . Culvert IQ, east and west ditches
The only difference in parameters for these ditches and Culvert #1,
west are the drainage areas. The 1 acre rate was used to calculate
• peak discharge for Culvert 01 even though the actual area was 0.4
acres, Culvert 462 east ditch drainage area is 0.5 acres and the
west ditch drainage area is 1.0 acres. There for construct both
Culvert #2 ditches to the same specifications as Culvert #1, west.
4. Culvert 03 , south ditch
a. Runoff (SCS Peak Discharge Method, reference 1)
1.. Drainage area = 8.8 acres
2. Curve number = 68
3 . Average watershed 'slope = 4.0%, moderate
4 . Runoff depth (8.03c)
10 year 24 hour = 1.88"
2 year 24 hour = 0.93"
5. Peak discharge rate (8.03p) = 9.6 cfs
Q10 = (1.8811) 0.6 cfs/inch) = 18.0 cfs
Q, = (0.9311) (9.6 cfs/inch) = 8.9 cfs
b. Proposed ditch grade = 5. 47%
c. Proposed vegetative cover = Tall Fescue
d. Soil type = Lloyd Loam (easily erodible)
e. Permissible velocity for established vegetation = 4 .0 fps (8.05a)
. f. Retardance class = "C" uncut, "D" cut (8.05c)
g. V shape ditch with 2 = 4
Description d(ft) A(fr_2) R(ft) n V(fps) Q(cfs) Comments
Cut "D" 0.9 3 . 24 0.437 0.048 4 A 13.4 ' V>Vp,Q<Q10
Vegetation is not a suitable cover. Use rip rap.
Try rip rap D50 = 9"
Td = 3 .8 l.b/ft2 (8.05g) , n = 0.062 (8.05f)
d(ft) A(ft2) R(ft) n V(fps) Q(cfs) T(1b/ft2) Comments
1.1. 4.84 0.534 0.062 3 . 7 18.0 3 .7 T<Td,Q=n2
Determine maximum stone size and rip rap thickness
Dmax = 1.5 DS0 = (1.5) (911) = 13.5 use 12"
Rip rap thickness (1..5) (1211) = 18"
Ditch summary:
. permanent cover = rip .rap, D50 = 911 , thickness = 18"
V shape, 2 = 4 , d = 1. 51 , grade = 5. 4%
Filter blanket = Synthetic filter fabric
13

5. Culvert #3 , north ditch
a. Runoff (SCS Peak Discharge Method, reference 1)
1. drainage area = 2.5 acres
2 . Curve number 68
3 . Average watershed slope = 4 .0%, moderate.
4 . Runoff depth (8.03c)
10 year 24 hour = 1.88"
2 year 24 hour = 0.93"
5. Peak discharge rate (8.03p) = 3 .7 cfs
Q10 = (1.8B") (3.7 cfs/inch) = 6.8 cfs
Q2 = (0.9311) (3 .7 cfslinch) - 3.4 cfs
b. Proposed ditch grade = 4. 1%
c. Proposed vegetative cover = Tall 'Fescue
d. Soil type = Lloyd Loam (easily erodible)
e. Permissible velocity for established vegetation = 4 .5 fps (8.05a)
f. Retardance class = "C" uncut, "D" cut (8.05c)
g. V shape ditch with Z = 4
Description d(ft) AM 2 R(ft) n V(fps) Q(cfs) Comments
Cut "D" 0.8 2.56 0.388 0.048 3 .3 8.5 V<Vp,Q>Q10
Uncut ."C" 0.8 2.56 0.388 0.060 2.7 . 6.8 Q=Q10
Bare 0.5 1.00 0. 243 0.020 3 .9 3 .9 V>V
p
Tall Fescue is adequate for a permanent cover. However, a temporary
lining is required since -V>Vp (2.0 fps) .
h. Determine acceptable temporary lining
1 . Calculate shear stress for Q2
T = yds = (62.4) (0.5) (0.041) = 1.28 lb/ft2
2. Straw and net appears to be and acceptable lining
Td = 1.45 (8.05g) , n = 0.033 (8.05e)
d(ft) A(ft2) R(ft) n V(fps) Q(cfs) T(lblft2) comments
0. 5 1.00 0.243 0.033 3 .6 3 .6 1.28 T<Td,Q>Q2
Ditch summary: .
Permanent cover = Tall Fescue, Temporary lining = Straw and net
• V shape, Z = 4, d = 1.01 , grade =. 4 . 1%
14

6. Culvert 04 , east ditch
a. Runoff (SCS Peak Discharge Method, reference 1)
• 1. Drainage area = 0.6 acres
2. Curve number = 68
3 . Average watershed slope = 3 .0%, moderate
4. Runoff depth (8.03c)
10 year 24 hour = 1.88"
2 year 24 hour = 0.93"
5. Peak discharge rate (8.03p) = 1.9 cfs
Q10 = (1.8811) (1.9 cfs/inch) = 3 .6 cfs
Q2 = (0.9311) (1.9 cfs/inch) = 1.8 cfs
b. Proposed ditch grade = 6.7%
c. Proposed vegetative cover = Tall Fescue
d. Soil type = Lloyd Loam (easily erodible)
e. Permissible velocity for established vegetation = 4 .0 fps (8.05a)
f. Retardance class = "C" uncut, "D" cut (8.05c)
g. V shape ditch with Z = 4
Description d(ft) A(ft2) R(ft) n V(fps) Q(cfs) Comments
Cut "D" 0.6 1.44 0.291 0.058 2.9 4. 2 V<Vp,Q>Ql0
Uncut "C". 0.7 1.96 0.340 0.072 ' 2.6 5.1 Q>Q 10 .
Bare 0.3 0.36 0.146 0.020 5.3 1.9 V>V
p
Tall Fescue is adequate for a permanent cover. However, a temporary
lining is required since V>Vp (2.0 fps) .
h. Determine acceptable temporary lining
1. Calculate shear stress for Q2
T = yds = (62. 4) (0.3) (0.067) = 1.25 lb/ft2
- 2. Straw and net appears to be and acceptable lining
Td = 1.45 (8.05g) , n = 0.065 (8.05e)
d(ft) A(ft2) R(ft) n V(fps) Q(cfs) T(lb/ft2) Comments
0.4 0 .64 0.1.94 0.065 2.0 1.3 1.67 T>Td,Q<Q2
Since peak discharge was based on 1 acre rather than the actual 0.6 acre
drainage area straw and net should be adequate.
Ditch summary:
. Permanent cover = Tall Fescue, Temporary lining = Straw and net
V shape, Z = 4 , d = 1 .0' , grade = 6.7%
15

7. Culvert #4 , west ditch
a. Runoff (SCS Peak Discharge Method, reference 1)
1.. Drainage area = 0.3 acres
2. Curve number = 68
3 . Average watershed slope = 3 .0%, moderate
4 . Runoff depth (8.03c)
10 year 24 hour = 1.88"
2 year 24 hour = 0.93"
5. Peak discharge rate (8.03p) = 1.9 cfs
Q10 = (1.88") (1.9 cfslinch) = 3 .6 cfs
Q2 = (0.93") (1.9 cfs/inch) = 1.8 As
b. Proposed ditch grade = 2.7%
c. Proposed vegetative cover = Tall Fescue
d. Soil type = Lloyd .Loam (easily erodible)
e. Permissible velocity for established vegetation = 4.5 fps (8.05a)
f. Retardance class = "C" uncut, "D" cut (8.05c)
g. V shape ditch with Z = 4
Description d(ft) A(ft2) R(ft) n V(fps) Q(cfs) Comments
Cut "D" 0.7 1.96 0,340 0.059 2.4 4.7 V<Vp,Q>Q10
Uncut "C" 0.7 1.96 0.340 0.064 1.8 3.6 Q=Q10
Bare 0.4 0.64 0. 194 0.020 4 .0 2.6 V>Vp
Tail Fescue is adequate for a permanent cover. However, a temporary
lining is required since V>Vp (2.0 fps) .
h. Determine acceptable temporary lining
1. Calculate shear stress for Q2
T = yds = (62.4) (0.3) (0.027) = 0.67 lblft2
2. Straw and net appears to be and acceptable lining
Td = 1. 45 (8.05g) , n = 0.033 (8.05e)
d(ft) A(ft2) R(ft) n V(fps) Q(cfs) T(lblft2) Comments
0.5 1.00 0.243 0.033 2.8 2.8 0.84 T<Td ,Q>Q2
Ditch summary:
Permanent cover = Tall Fescue, Temporary lining = Straw and net
V shape, Z = 4 , d = 1.01 , grade = 2.7%
16

8. Culvert 05, east ditch
a. Runoff (SCS Peak Discharge Method, reference 1)
I.. Drainage area 0.3 acres
2. Curve number = 65
3 . Average watershed slope = 4 .0%, moderate
4. Runoff depth (8.03c)
10 year 24 hour = 1,65"
2 year 24 hour = 0.77"
5. Peak discharge rate (8.03p) = 1.9 cfs
Q10 = (1.65") (1.9 cfs/inch) = 3.1 cfs
Q2 = (0.77") (1.9 cfs/inch) = 1.5 As
b, Proposed ditch grade = 3.0%
c. Proposed vegetative cover = Tall Fescue
d. Soil type = Lloyd Loam (easily erodible)
e. Permissible velocity for established vegetation = 4 .5 fps (8.05a)
f. Retardance class = "C" uncut, "D" cut (8.05c)
g. V shape ditch with Z = 4
Description d(ft) A(ft2) R(ft) n V(fps) Q(cfs) Comments
Cut "D" 0.6 1.44 0, 291 0.052 2.2 3. 1 WVp,Q=Q10
Uncut "C" 0.7 1.96 0.340 0.059 2. 1 4 . 1 Q>Q10
Bare 0.4 0.64 0. 194 0.020 4 . 4 2.8 V>V
P
Tall fescue is adequate for a permanent cover. However, a temporary
lining is required since V>Vp (2.0 fps) .
h. Determine acceptable temporary lining
1 . Calculate shear stress for Q2
T = As = (62. 4) (0.4) (0,03) = 0.75 lblft2
2. .Straw and net appears to be and acceptable lining
Td = 1.45 (8.05g) , n = 0.033 (8.05e)
d(ft) A(ft2) R(ft) n V(fps) Q(cfs) TUN&2) Comments
0.5 1.00 0. 243 0.033 3 .0 3 .0 0.94 T<Td,Q>Q2
Ditch summary:
Permanent cover = Tall Fescue, Temporary lining = Straw and net
it shape, Z = 4 , d = 1.01 , grade = 3 .0%
17

9. Culvert 05, west ditch
a. Runoff (SCS Peak Discharge Method, reference 1)
1 . Drainage area = 0.3 acres
2 . Curve number = ..65
3 . Average watershed -slope = 4.0%, moderate
4 . Runoff depth (8.03c) "
10 year 24 hour = 1.65"
2 year 24 hour = 0.77"
5. Peak discharge rate (8.03p) 1.9 cfs
Q10 " (1.65") (1.9 cfs/inch) = 3 .1 cfs
Q2 = (0.77") (1.9 cfs/inch) = 1.5 cfs
b. Proposed ditch grade = 1.5%
c. Proposed vegetative cover = Tall Fescue
d. Soi.l. type = Lloyd Loam (easily erodible)
e. Permissible velocity for established vegetation = 4.5 fps (8.05a)
f. Retardance class = "C" uncut, "D" cut (8.05c)
g. V shape ditch with Z = 4
Description d(ft) A(ft2) R(ft) n Q fps) Q(cfs) Comments
Cut "D" 0. 7 1.96 0.340 0.048 1.9 3 .7 V<Vp,Q=Qlo
• Uncut, "C" 0.7 1.96 0.340 0.059 1. 5 3.1 Q=Q10
Sale 0.4 0.64 0. 194 0.020 3 .0 2.0 V>V
P
Tall Fescue is adequate for a permanent cover. However, a temporary
lining is required since V>Vp (2.0 fps) .
h. Determine acceptable temporary lining
1. Calculate shear stress for Q2
T = yds = (62. 4) .(0.4) (0.01.5) = 0.37 l.blft2
2. Straw and net appears to be and acceptable lining
Td = 1.45 (8.05g) , n = 0.033 (8..05e)
-d(ft) A(ft2) R(ft) n V(fps) Q(cfs) T(lblft2} Comments
0. 5 1.00 0.243 0.033 2.2 2.2 0.47 TVd,Q>Q2
Ditch summary;
Permanent cover. = Tall Fescue, Temporary lining = Straw and net
V shape, Z = 4 , d = 1.01 , grade = 1. 5%
18

1.0. Culvert 06, east ditch
a. Runoff (SCS Peak Discharge Method, reference 1)
1. Drainage area = 5.0 acres
2. Curve number = 55
3 . Average watershed slope = 9.0%, steep
4. Runoff depth (8.03c) "
10 year 24 hour = 0.9411
2 year 24 hour = 0.32"
5 . Peak discharge rate (8.03q) = 8.0 cfs
Q10 = (0.9411) (8.0 cfs/inch) = 7.5 cfs
Q2 = (0.321-) (8.0 cfs/inch) = 2.6 cfs
h. Proposed ditch grade = 9.7%
c. Proposed cover = rip rap (too steep for vegetation)
d. V shape ditch with Z = 4
Try rip rap D50 = '12"
Td = 5.0 l.b/ft2 (8.05g) , n = 0.084 (8.05f)
d(ft)" A(ft2) R(ft) n V(fps) Q(cfs) T(lb/ft2) Comments
0.8 2 ,56 0.388 0.084 2.9 7 .5 4.8 T<Td,Q=Q2
Determine maximum stone size and rip rap thickness
Dmax = 1.5 DS0 = (1.5) (iV) = 18,,
Rip rap thickness = (1.5) (1811) = 27"
Ditch summary:
Permanent cover = rip rap, D50 = 1211, thickness = 27"
V shape, Z = 4, d = 1.51 , grade = 9.7%
Filter- blanket = Synthetic filter fabric
19

11. Culvert #6, west ditch
a. Runoff (SCS Peak Discharge Method, reference 1)
1. Drainage area = 0.5 acres
2. Curve number = 55
3 . AVerage watershed slope = 9.00, steep
4 . Runoff depth (8.03c)
10 year 24 hour = 0.94''
2 year 24 hour = 00 2"
5 . Peak discharge rate (8.03q) = 2.5 cfs
Q10 = (0.94") (2.5 cfs/inch) = 2 .4 Vs
Q2 = (0.32") (2.5 cfs/inch) = 0.8 As
b. Proposed ditch grade = 4 .8%
c. Proposed vegetative cover = Tall Fescue
d. Soil. type = Lloyd Loam (easily erodible)
e. Permissible velocity for established vegetation = 4.5 fps (8.05a)
f. Retardance class = "C" uncut, A" cut (8.05c)
g. V shape ditch with Z = 4
Description d(ft) A(ft2) R(ft) n V(fps) Q(cfs) .. Comments .
Cut "D" 0.6 1.44 0. 291 0.052 3.4 4.9 V<Vp,Q=Q10
. Uncut "C" 0.6 1.44 0.291 0.070 2.0 2.9 Q=Q10
Bare 0.3 0.36 0.146 0.020 4 .5 1.6 V>V
p
Tall Fescue is adequate for a permanent cover. However, a temporary
lining is required since V>Vp (2.0 fps) .
h. Determine acceptable temporary lining
1. Calculate shear stress for Q2
T = yds. = (62 .4) (0.3) (0.048) = 0.90 lb/ft2
2 . Straw and net appears to be and acceptable lining
Td = 1 .45 (8.05g) , n = 0.065 (8.05e)
d(ft) A(ft2) R(ft) n V(fps) Q(cfs) T(lb/ft2) Comments
0.4 0.64 0. 194 0.065 1. 7 1.1 1. 20 T<Td,Q>Q2
Ditch summary:
Permanent cover = Tall Fescue, Temporary lining = Straw and net
. V shape, Z = 4 , d = 1.01 , grade = 4 .8%
20

12. 'Culvert V, east ditch
a. Runoff (SCS Peak Discharge Method, reference 1)
1. Drainage area = 0.2 acres
2 , Curve number = 60
3 . Average watershed slope = 11.0%, steep
4. Runoff depth (8.030
10 year 24 hour = 1.30"
2 year 24 hour = 0.55"
5. Peak discharge rate (8.03q) = 2.6 cfs
Q10 = (1.30") (2.6 efstinch) = 3.4 cfs
Q2 = (0.55") (2.6 cfs/inch) = 1.4 cfs
b. Proposed ditch grade = 13.0%
c, Proposed cover = rip rap (too steep for vegetation)
d. V shape ditch with Z = 4
Try rip rap D50. = 12"
Td = 5.0 lb/ft2 (8.05g) , n = 0.084 (8.05f)
d(ft) A(ft2) R(ft) n Q fps) Q(cfs) T(lb/ft2) Comments
0.6 1.44 0.291 0.084 2.8 4.0 4.9 T<T ,Q=Q
d 2
Determine maximum stone size and rip rap thickness
Dmax =. 1.5 D50 = (1.5) (12") = 18"
Rip rap thickness = (1.5) (18") = 27"
Ditch summary:
Permanent cover = rip rap, D50 = 12" , thickness = 27"
V shape, Z = 4 , d = 1.51 , grade = 13 .0%
21

13 . Culvert 07, west ditch, upper section
a:" Runoff (SCS Peak Discharge Method, reference 1)
• 1. Drainage area = 1. 2 acres
2. Curve number = 60
3 . Average watershed slope = 11.0%, steep
4 . Runoff depth (8.03c)
10 year 24 hour- = 1.30"
2 year 24 hour = 0.55"
5. Peak discharge rate (B.03q) = 2.7 cfs
Q10 = (1.30") (2.7 cfs/inch) = 3 .5 cfs
Q2 = (0.55") (2.7 cfs/inch) = 1.5 As
b. Proposed ditch grade = 1.7%
c. Proposed vegetative cover = Tall Fescue
d. Soil. type = Lloyd Loam (easily erodible)
e. Permissible velocity for established vegetation = 4 .5 fps (8.05a)
f. Ret:ardance class = "C" uncut, "D" cut (8.05c)
g. V shape ditch with Z = 4
Description d(ft) A(ft2) R(ft) n VOW Q(cfs) Comments
Cut "D" 0.7 1.96 0.340 V 048 ' 2.0 3 .9 V<Vp,Q=Q10
• Uncut "C" 0.8 2.56 0.388 0.059 1.8 4.6 Q>Q10
Bare 0.4 0.64 0. 194 0.020 3.3 2. 1 V>V
p
Tall Fescue is adequate for a permanent cover. However, a temporary
lining is required since WV (2.0 fps) .
h. Determine acceptable temporary lining
1.. Calculate shear stress for Q2
T = yds = (62. 4) (0. 4) (0.01.7) = 0. 42 lb/ft2
2. Straw and net appears to be and acceptable lining
Td = 1.45 (8.05g) , n = 0.033 (8.05e)
d(ft) AM 2 R(ft) n V(fps) Q(cfs) T(lb/ft2} Comments
0.5 1.0 0. 243 0.033 2.3 2.3 0.53 T<Td,Q>Q2
Ditch summary;
Permanent cover = Tall fescue, Temporary lining = Straw and net
eV shape, Z = 4, d = 1.01 , grade = 1.7%
22

14 . Culvert V , west ditch, lower section
..a. Runoff (SCS Peak Discharge Method, reference 1)
1. Drainage area = 1.2 acres
2. Curve number = 60
3. Average watershed slope = 11.0%, steep
4. Runoff depth (8.03c)
10 year 24 hour = 1.30"
2 year 24 hour = 0.55"
5 . Peak discharge rate (8.03q) = 2.7 cfs
910 = (1.3011) (2.7 cfs/inch) = 3.5 cfs
Q2 = (0.5511) (2.7 cfs/inch) = 1,5 cfs
b. Proposed ditch grade = 16.3%
c. Proposed cover = rip rap (too steep for vegetation)
d. V shape ditch with .Z- = 4
Try rip rap D50 = 151,
Td = 6.3 1blft2 (8.05g) , n = 0.104 (8.05f)
d(ft) A(ft2) R(ft) _n V(fps) Q(cfs) T(lb/ft2) Comments
0.6 1. 44 0. 291 0.104 2.5 3.6 6. 1 T<T ,Q>Q
d 2
Determine maximum stone size and rip rap thickness
Dmax 1.5 D50 = (1.5) (15") = 22.5" use 221,
Rip rap thickness = (1 .5) (1511) = 33"
Ditch summary:
Permanent cover = rip rap, D50 - 1.511 , thickness = 33"
V shape, Z = 4 , d = 1.51 , grade = 16.3%
23

15. Channel at outlet of culvert #6
a . Runoff (SCS Peak Discharge Method, reference 1)
• 1. Drainage area = 1.0 acres
2 . Curve number = 59
3 . Average watershed slope = 10.0%, steep
4 . Runoff depth (8.03c)
10 year 24 hpur = 1. 23"
2 year 24 hour = 0.50"
5 . Peak discharge rate (8.03q) = 1.8 cfs
W0 = (1. 23") (1.8 cfs/inch) = 2.2 cfs
Discharge from culvert #6 = 8.0 As
Q10 = 2.2 cfs f 8.0 cfs
b. Proposed ditch grade = 9.5%
C. Proposed cover = rip rap (too steep for vegetation)
d. V shape ditch with Z = 4
Try rip rap D50 = 15"
Td = 6.3 lb/f.t2 (8.05g) , n = 0.104 (8.05f)
d(ft) A(ft2) R(ft) n V(fps) Q(cfs) T(lb/ft2} Comments
1..0 4.00' 0.485 0.1.04 2.7 10.8 5.9 WTd,Q>Q2
Determine maximum stone size and rip rap -thickness
Dmax = 1.5 D50 = (1.5) (15") = 22.5" use 22''
Rip rap thickness = (1.5) (15") = 33"
Ditch summary:
Permanent cover = rip rap, D50 = 15" , thickness = 33"
V shape, Z = 4 , d = 1.5' , grade = 9.5%
24

1.6. Culvert #9, east channel
a. Runoff (SCS Peak Discharge Method, reference 1)
• 1. Drainage area = 12.3 acres
2. Curve number = 70
3 . Average watershed slope = 9.0%, steep
4 . Runoff depth (8.03c)
10 year 24 hour = 2.04"
2 year 24 hour = 1.03"
5. Peak discharge rate (8.03q) = 17.0 cfs
Q10 = (2.0411) (17.0 cfs/inch) = 34.7 cfs
Q2 = (1.0311) (17.0 cfs/inch) = 17.5 cfs
b. Proposed ditch grade = 0.5%
c . Proposed vegetative cover = Tall Fescue
d. Soil type = Lloyd Loam (easily erodible)
e. Permissible velocity for established vegetation = 4.5 fps (8.05a)
f. Retardance class = "C" uncut, "D" cut (8.05e)
g. Trapezoidal channel, Z = 4 , b = 3
Description Oft) A(ft2) R(ft) n V(fps) Q(c'fs) Comments
Cut "D" 1.5 13 . 50 0.8784 0.038 2. 5 34 .3 V<Vp,Q2@Q10
Uncut "C" 1 .6 15.04 0.9287 0.041 2. 4 36. 1 Q>Q10
. Dare 0.9 5.94 0.5700 0.020 3 .6 21 .5 V>Vp
Tall Fescue is adequate for a permanent cover. However, a temporary
lining is required since V>Vp (2.0 fps) .
h. Determine acceptable temporary lining
1.. Calculate shear stress for Q2
T = yds = (62.4) (0.9) (0.005) = 0.28 lblft2
2. Straw and net appears to be and acceptable lining
Td = 1.45 (8.05g) , n = 0.033 (8.05e)
Oft) A(ft2) R(ft) n V(fps), Q(cfs) T(lb/ft2} Comments
1. 1 8. 14 0.6744 0.033 2.5 20.4 0.34 T<Td'Q>Q2
Channel summary:
Permanent cover = Tall Fescue, Temporary lining = Straw and net
Trapezoidal shape, Z=4, b=3 , d=2.5 , grade=0.5%
17 . Culvert #9, west channel
• The only difference in runoff parameters between culvert 09 east and
west are the drainage areas. The west channel has slightly Less
(11.4 acres) . Therefore, construct the west channel to the same
specifications as the east channel.
25

QUARRY PIT SLOPE DRAINS
1 . South slope drain
a. Runoff (SCS Peak Discharge; reference 1)
1. Soil Type: Lloyd Loam; hydrologic Soil Group B
2. Average watershed slope; 12.0%, steep
3 . Hydraulic length; 510'
4. Rainfall: 10 year 24 hour = 5.01, (8.03k)
5 . Curve number (8.03b)
"Landuse/cover Acres CN Acres X CN
Woods-good cover 3 .4 55 187.0
Pasture-good 1.4 61 85.4
Cultivated w/cons. 0.7 71 49.7
5.5 322.1
Weighted CN = 322. 1 / 5.5 acres = 58.6 use 59
6. Runoff depth (8.03c) , 10 year 24 hour = 1, 231,
• 7 . Peak discharge rate (8.03q) = 9.0 cfs
Q10 - (1. 2311) (9.0 cfs inch) = 11.1 cfs
8. ' Total discharge (include discharge from culverts 4 and 5)
Q10 total = 11.1 + 14.3 + 6.8 = 32.2 cfs
b. Determine pipe size
Pipe will be in inlet control.
Using the Orfice flow equation, Q = CA (2gh) '5
Try 2411 CMP: h = 5.5 . A = 3 . 14 ft2, C 0.55
Q = (0. 55) (3 .14) [ (2)(32. 2)(5.5)] '5 = 32.5 cfs ok
Slope drain summary
A 241, CMP should be adequate with 5 .5' of head. Allow 1.5' of
freeboard and install a 7' high berm across drainageway.
26

2 . East slope drain
an Runoff (SCS Peak Discharge; reference 1)
. 1. Soil Type: Lloyd Loam; Hydrologic Soil Group B
2. Average watershed slope: 8.0%, steep
3 . Hydraulic length: 450,
4 . Rainfall: 10 year 24 hour = 5.0" (8.03k)
5. Curve number (8.03b)
Landuselcover Acres CN
Woods--good cover 3 .4 55
G. Runoff depth (8.03c) , 10 year 24 hour = 0.95"
7 . Peak discharge rate (8.03q) = 4 .4 cfs
h0 = (0.95") KNOCKS) = 4.2 cfs
b. Determine pipe size
Pipe will be in inlet control
Using the Orfice flow equation, Q = CA (2gh) '5
Try 12" CMP: h = 1.5 , A = 0.785 A2, C = 0.55
Q = (0. 55) (0.785) 1 (2)(32. 2)(1.5)1 '5 = 4.2 cfs ok
Slope drain summary
A 12" CMP should be adequate with 1.5' of head. Allow 1.0' of
freeboard and install. a 2. 5' high berm across drainageway.
27

TEMPORARY SLOPE DRAINS
(Reference 1, Section 6.32)
lei. . Flexible, nonperforate'd, corrugated plastic pipes are proposed as
temporary slope drains along the top of the fill slope located
north of the Stockpile area . The slope drains will be installed
at the begining of fill placement and extended as fill rises.
From reference 1, table 6.32a
Pipe diameter = 18"
Maximum drainage area per pipe = 1.0 acres
Drainage area = 1.0.0 acres
Number of pipes required = 10
2. A temporary dike is proposed along the top of the fill slope to
direct runoff to the temporary slope drains. The dike will be
constructed at the begining of fill placement and reconstructed as
fill rises and slope drains are extended.
From reference 1 , figure 6.32a
Dike heigth = 3 .0'
Top width = 4 .0'
Side slopes 3 :1
28

TEMPORARY SEDIMENT TRAPS
(Reference 1, Section 6.60)
• 1. At outlet to all slope drains
a. Drainage area = 1.0 acres
b. Disturbed area = 1.0 acres
c. Determine trap dimensions
Height of stone section = 2'
" Stone section weir length = 4' (6.60a) "
Storage required = 1800 ft3 J acre X 1 acre = 1800 ft3 (6.60a)
Excavate a ,pit behind stone section: d = 11 , W = 201 , L = 30,
a
Storage avaliable = (2'+11 ) (201 ) (301 ) = 1800ft3
2. At outlet to culverts 1,2,4 ,5
a. Drainage area: Varies from 6.3 to 3. 1 acres
b. Disturbed area: Varies from 0.2 to 0.5 acres
c. Determine trap dimensions
. 11eigth of stone section = 2'
Stone section weir length
Largest discharge i.s from culvert #2: 17 cfs
By weir equation Q = CLHI'S, C = 2. 5, H = l
L = Q I C 1.11.5 = 17 1 (2.5) (11.5) = 6.8' use 8'
Storage required = 1.800 ft3/acre X 0.5 acres = 900 ft3
Excavate a pit behind stone section; d = 11 , W = 151 , L = 20,
Storage avaliahle = (2'+11 ) (151 ) (20) ' = 900 ft3
•
29

ROCS: DAMS
(Reference 1, Section 6.63)
�1. At outlet to culvert 03
a. Runoff.
From culvert 03 = 19.0 cfs
From culvert #2 = 17.0 cfs
From an additional 6.8 acres
Soil type = Lloyd loam, hydrologic soil group B
.CN = 61 (good pasture)
Average watershed slope = 11%, steep
R#pfall 10 year. 24 hour = 511
Runoff depth = 1..37"
Peak discharge rate = 13 .0 cfs
Q10 = (1.37) (13.0 cfs) = 17 .8 cfs
Total runoff = 1.9 + 1.7 A 17.8 = 53.8 cfs
• b. Determine weir length
By weir equation Q = CLH1'5, C = 2. 5 , H = 1
L = Q J C 111. 5 = 53 .8 f (2.5) (11.5} = 21.5' use 25'
c. Determine sediment storage required
Disturbed area = 1.6 acres
1800 ft3/acre X 1.6 acres = 2880 ft3
d. Determine storage avaliable
Heigth of rock dam at weir section = 3 '
Surface area at weir heigth of 3 ' = 3000 ft2
Storage avaliable = (3) (0.4) (3000) = 3600 .ft3 ok
2. Above inlet to culvert #8
a. Runoff
From previous calculations for culvert #8 = 88.5 cfs
• b. Determine weir length
By weir equation Q = CLH1 '5 , C = 2.5 , H = 1
30

L = Q J C 111.5 = 88.5 . J MY (11.5) � 35 , 4 ' use 40'
c. Determine sediment storage required
Disturbed area = 7.2 acres
1800 ft3/acre X 7.2 acres = 12960 A
d, Determine storage avaliable
Heigth of rock dam at weir section , 4'
Surface area at weir heigth of 4' = 9800 A
Storage avaliable = (4) (0, 4) (9800) = 19600 ft3 ok
3. Below outlet to culvert #8
a. Runoff
From culvert #8 = 88.5 As
From an additional 10.7 acres
Soil type = Lloyd Loam, hydrologic soil group B
CN = 61 (good pasture)
Average watershed slope = 16%, steep
Rainfall 10 year 24 hour = 51,
Runoff depth = 1.371,
Peak discharge rate = 16.0 cfs
Q10 = (137) (16,0 As) = 21.9 As
Total runoff = 88.5 t 21.9 = 110.4 cfs
b. Determine weir length
By weir equation Q = CLH1'5, C = 2.5, H = 1
L = Q 1 C H1'5 = 110.4 1 MY (11'5) = 44. 2' use 50'
c, Determine sediment storage required
Disturbed area = 6.7 acres -
1.800 ft3lacre X 6.7 acres = 12060 ft3
d. Determine st:orat.;e avaliable
heigth of rock darn at weir section = 6'
Surface area at weir heigth of 6' = 10400 ft2
Storage avaliable = (6) (0.4) (10400) = 24960 ft3 ok
31

® North Carolina Wildlife Resources Commission 9
512 N. Salisbury Street, Raleigh, North Carolina 27611, 919-733-3391
Charles R. Fullwood, Executive Director
MEMORANDUM
TO: Tom Carroll, Mining Specialist
Land Quality Section, DNRCD
FROM: Don Baker, Program Manag r Jam`
Division of Boating and n and Fisheries
DATE: March 7, 1989
SUBJECT: Review of Vulcan Materials Yadkin Quarry
We have reviewed the application for a mining permit in
Yadkin County submitted by Vulcan Materials Company. An
onsite inspection was conducted on March 3, 1989 . This
project involves 141 acres but will have only 32 acres
disturbed at any one time. If activities are carried out
according to the details given in the application, impacts
to wildlife and fishery resources will be minimal . The
application indicates that sedimentation controls will
probably be adequate to protect the water resources.
According to the maps, critical wetland habitat located on
the property will not be disturbed.
Benefits to wildlife would be greatly increased during
reclamation if the planting mixtures were altered.
Consideration should be given to using a mixture of orchard
grass and clover on some areas with lesser slopes. Also,
VA-70 shrub lespedeza has much more food and cover value
than sericea lespedeza. If sericea lespedeza and fescue are
to be used, including some ladino or white dutch clover will
increase the wildlife values.
As mitigation for displacement of wildlife species from
the immediate mining area, we recommend that six one-eighth
acre food and cover plots be established throughout the
remainder of the property. Planting materials should
include VA-70 shrub lespedeza, partridge peas, and annual
lespedezas.

Memo Page 2 March 7, 1989
We have no objection to the approval of the permit, but
do request that the applicant give consideration to these
concerns.
Thank you for the opportunity to review and comment on
this application. If we can provide further assistance,
please call on us.
DB/lp
cc: Mr. Joe Mickey, District Fishery Biologist
Mr. Don Hayes, District Wildlife Biologist

State of North Carolina
Department of Natural Resources and Community Development
Division of land Resources
512 North Salisbury Street • Raleigh, North Carolina 27611
.dames G. Martin, Governor Stephen G. Conrad
William W. Cobey, Jr., Secretary February 13, 1989 Director
MEMORANDUM
TO: Don Baker
Program Coordinator
Wildlife Resources Calrmission FER 2 "l
FROM: Thomas Carroll v Iy �
Mining Specialist
Land Quality Section a
RE: Vulcan Materials Company
Proposed Yadkin Quarry
Yadkin County
Please find attached for your review a copy of the pertinent sections of
the mining permit application and site plans for the above referenced project.
The site is located approximately six (6) miles east of Yadkinville off SR 1711
in Yadkin County. It directly adjoins Martin - Marietta Aggregates' proposed
Yadkin Quarry on which your office has recently submitted review comments.
Please review this information and advise as to the probability of the
operation having unduly adverse effect on wildlife or freshwater fisheries (G.S.
74--51 (2) ) . Please respond by March 13, 1989 so that we may complete our review
of the permit application within our statutory time limits.
As is the case in our review of all mining permit applications, this office
will carefully review all proposed erosion and sediment control measures to
ensure that they are sufficient to restrain erosion and offsite sedimentation.
Hawever, any corrlEnents your agency can provide regarding effects on wildlife and
freshwater fisheries (i.e. fish spawning season, etc.) would be greatly
appreciated. If anyone on your staff wishes to perform a site inspection, they
are urged to contact Mr. Russ Willard at (919) 767-4600 to set up a convenient
date and time.
Your continued cooperation in the review of these type applications is very
much appreciated. Should you have any questions please advise at (919)
733-4574.
TEC:se
Attachments
cc: Mr. Doug Miller, P.E.
P.O. Box 27687, Raleigh, Borth Carolina 27611.7687 Telephone 919-73M833
An Equal Opportunity Affirmative Action Employer

DEPARTMENT OF NATURAL RESOURCSES & COMMUNITY DEVELOPMENT
LANs? RESOURCES DIVISION
LAND QUALITY SECTION
TELEPHONE LOG
Sheet
Date
County /
Call received Call placed
1. Project: U U (c(,, 0(,49—,,
2. Conversation with:
3. Content of conversation:
FN
U �. _ u--� s vac
c� f
kl&
&o
(A
Filled by:

LAf CAt�r��c?I ►
APPLICATION FOR n . t1o�
�f
NORTH CAROLINA MINING _
PERMIT
State of North Carolina
Department of Natural Resources
and Community Development_
Division of Land Resources
Land Quality Section
P.O. Box 2 768 7
. Raleigh. North Carolina 27611
(9191 733-3833
mv.3/88

NORT13 CAROLINA DEPARTMENT OF NATURAL RESOURCES AND COMMUNITY DEVELOPMENT
LAND QUALITY SECTION
w
APPLICATION FOR A MINING PERMIT
' 49(PLEASE PRINT OR TYPE) 6 n�ij/� 9
1. Name of Mine Yadkin Quarry County Yadkin
2. Name of Applicant Vulcan Materials Co.
3. 3?ermanent address for receipt of official mail.. 4401 N. Patterson Ave.
P. 0. Box 4195
Winston-Salem,„ N. C. 27115-4195 *Telephone [phone]
4. Mine Office Address NIA
Telephone N/A .
S. Mine Manager NIA
We hereby certify that all details contained in this Permit Application
are true and correct to the best of our knowledge. We fully understand that
any willful misrepresentation of facts will be cause for permit revocation. q
**Signature Date �9 F/
Print Name Guy K. Mitchell
Title Vice President
"The Land Quality Section should be notified .of change in permanent' address or
telephone number.
**Signature of company officer required.
G.S. 74-51 provides that the Department shall grant or deny an application for a
permit within 60 days of receipt of a complete application or, if a public hearing
is held, within 30 days following the hearing and the filing of any supplemental
information required by the Department. All questions must be addressed and all
required maps provided before this application can be considered complete. Attach
additional sheets as needed.
1

APPLICATION FOR A MINING PERMIT
A. GENERAL CHARACTERISTICS OF MINE.
1 . Total acreage at site covered by this permit application:
Acres owned Acres leased 140.94 Property owner if.leased
Jerry W. Eller Rt. 4, Box 444-E, Yadkinville, N. C.
2. Name of all materials mined: Granite
3. Mining method: Hydraulic Dredge Underground Shovel &
Truck xx Dragline & Truck Self-loading Scraper
Other (explain)
4 . a. Expected maximum depth of mine (feet) 160 Reference elevation: 777
b. Expected average depth of mine (feet) 14'Ot
S. Has any area(s) at this site been mined in the past? Yes— No xx If no, pro-
ceed to Question 6.
a. Acreage of previously affected land(s) at present site that has not been
reclaimed: - acres (identify all areas on your mine map).
b. When and by whom was this activity conducted? -
c. Acreage of previously affected land at present site that has been reclaimed:
acres (identify all areas on your mine map) .
d. When and by whom was this activity conducted? -
e. Do you wish to exclude any areas noted in 5a or c from this permit application?
Yes - No - If .yes, how much? - acres (identify all
areas on your mine map) .
6. Present (premining) use of the land (estimate acreage for each) :
Cropland_ ac Pasture 82 ac Forestry 27 ac Fish/Wildlife. ac
Recreation ac Other ac
7. Proposed land use after mining and reclamation has been completed
(estimate acreage for each) :
Cropland ac Pasture 82 ac Forestry ac Fish/Wildlife 59 ac
Recreation ac Other ac
H. DETERMINATION OF AFFECTED ACREAGE AND BOND
1.. Number of years For which permit is requested (10 years maximum) . 10
2. Total affected acreage to be disturbed during initial year of operation:
a. Area used for tailing ponds 0 acres
b. Area used for stockpiles 7 acres
c. Area used for waste piles 0 acres
d. Area used for processing plants and onsite haul roads 2 acres
e. Area of mine excavation(s) 5 acres
f. TOTAL a-e 14 acres
3. Estimate the maximum amount of land to be disturbed and unreclaimed
at any one time during the life of the permit. 32 acres
2

APPLICATION FOR A MINING PERMIT
4. Check acreage to be bonded*: Total affected acreage figure from B2f OR B3 (page 2)
whichever is larger, equals acreage to be bonded. (See 15 NCAC 5B.0003 for bond
mounts. )
0 - 4.99 acres x 10 -- 24.99 acres
5 - 9.99 acres 25 + acres
5. a.,-Will you file a blanket bond or other security covering all of your
mining operations in North Carolina? Yes x No
b. Have you already filed a blanket bond or other security? Yes x No^
6. List any mining pprmits previously issued to the applicant.
"See Attached Sheet"
C_ PROTECTION OF NATURAL RESOURCES
] . a. Will the operation involve washing the material mined, recycling process water,
or other waste water handling? Yes No x If yes, briefly
describe all such processes including any chemicals to be used.
b. Will the operation involve dewatering the mine or discharging fresh or waste
water from the mine or plant. Yes x No If yes, briefly
describe the nature of the discharge and locate all proposed discharge points
on your mine map. _The mine will be dewatered by discharge from the quarry
sump.
c. •If you answered yes to either la or 1b, provide evidence that you have applied
for or obtained a water quality permit from the Division of Environmental
Management, Water Quality Section, Application for NPDES Permit is attached.
*In Lieu of the surety bond required by this section, the operator may file with the
Department a cash deposit, negotiable securities, a mortgage of real property
acceptable to the Department, or an assignment of a savings account in a North
Carolina bank on an assignment form prescribed by the Department. The amount of
:Land disturbed and unceclaimed at any one time must not exceed the bonded amount.
3

NORTH CAROLINA MINE PERMITS
MINE NAME PERMIT NUMBER
NORTH 34-2
PIEDMONT 34-3
STOKESDALE 41-8
SHELTON 17-1
GREYSTONE 91-1
ELKIN 86-3
ENKA 11-3
115 QUARRY 97-2
PINEVILLE 60-5
EAST FORSYTH 34-5
SOUTH FORK. 34-4
421 QUARRY 34-1
CYCLE 99-1
PILOT MOUNTAIN 85-3
HENDERSONVILLE 45--1
SMITH GROVE 30-3
WHITAKERS 64-2
TAR RIVER 39-3
158 SAND PLANT 30-2
MOORESVILLE 49-4
STONEVILLE 79-9
BOONE 95-1
GOLD HILL 13-4
MORGANTON 12-2
ROCKINGIIAM 77-1
CABARRUS 13-27

APPLICATION YOR A MINING PERMIT
2. a. Will the operation involve crushing or any other air contaminant emissions?
.Yes YA . No If yes, indicate evidence that you have applied
for or have obtained an air quality permit issued by the Division of
Environmental Management, Air Quality Section or local governing body.
Air Quality Permit Application is attached.
i�. slow will fugitive dust from stockpiles, haul roads, etc. be controlled?
Fugitive dust will be controlled on haul roads by use of a water truck.
Water shall be applied at the appropriate areas throughout the crushing
circuit as well by use of spray bars.. Fugitive dust from stockpiles will
be controlled by the use of portable rainbird sprinklers.
3. Describe in detail the chronological sequence of land disturbing activities and
reference the sequence to the mine map(s) . Attach additional sheets as needed.
1. Construct access road and implement all erosion control measures. ,
2. Clear and grub initial quarry area, office and scale areas.
3. Strip overburden in initial quarry area and begin the fill of the
stockpile area to el. 770.
4. Construct any' berms required':
5. Develop the plant area and install a portable crushing plant.
6. Install the office, scales, and shop facilities.
7. Improve existing roadway for industrial use.
8. Expand quarry limit as required to supply markets crushed stone.
9. Expand plant and stockpile areas as required.
140TE: See accompanying text for detailed constrution sequence of sediment
and erosion control measures.
4

APPLICATION FOR A MINING PERMIT
4. a. flow wide a buffer will be maintained between any mining activity
and any adjoining property or highway right-of-way?, .Show all buffers on mine
map(s) .
25 Feet From Property Line
50 Feet From-Highway
b. Describe other methods to be taken during mining to prevent physical hazard
to any neighboring dwelling house, public road, public; commercial or .
industrial building from any mine excavation. Locate all such structures on the
mine map if they are within 300 feet of any proposed excavation.
All property surrounding the mined area will be adequately buffered to
prevent any erosion onto adjoining property owners. Slopes will be
placed on no steeper than 2:1 ratios and will be properly revegetated.
Posted signs "Danger Open Pit - No Trespassing" will be placed around
the perimeter of the operation at a 100 yard spacing. Vehicle access
to the site will be controlled at the entrance of mine- on SR.1711.
All drilling and blasting will be conducted in accordance with all.
applicable United States. Bureau of.Mines and North Carolina Standards,
and upon recommendations of our consultants. Distance to--the closest
dwelling approximately: 350 feet.
d. Describe what: kind of barricade will be used to prevent inadvertent public
entry along any high wall area and when it will be implemented,
Six feet high chain link fence with three strands of barbed wire'.
r�

APPLICATION FOR A MINING PERMIT
5. Describe specific erosion and sediment control measures to be taken during
mining to prevent offsite sedimentation (include' specific plans for erosion
control for mine excavation(s) , waste piles, access/mine roads and process areas) ,
and give a detailed sequence of installation. Locate and label all erosion and
sediment control measures on the- mine map. Engineering designs and calculations
shall be required when needed to justify the adequacy of any proposed measures.
Specific erosion control measures illustrated on site plan & engineering
calculations are included under separate cover.
6 a. Describe methods to prevent landslide or slope instability adjacent to
adjoining properties during mining.
A 25' buffer will be maintained from adjacent properties and over
cut slopes will be constructed at a 2H:1V slope angle and seeded immediately
upon completion.
b. In excavation(s) of unconsolidated (non-rock) materials, specify the angle
of all slopes including specifications for benching and sloping.
Overburden slopes shall have a 15 ft. bench incorporated with every
25 feet of elevation change.
Final nverbur.den slopes will be at a 21i:1V slope angle.
c. In hardrock evacations, specify proposed bench widths and heights in feet.
Fifteen degree bank slope offset from vertical with a 30 ft. wide bench
at 80 ft. intervals.
6 r

APPia ICATION FOR A HINTNG PERMfT
.7. Are acid producing minerals or soils present? Yes_ No X If yes, list all such
minerals, their' relative abundance and indicate their location(s) on the mine
map. How will acid water pollution from the excavation, stockpiles and waste
areas be controlled?
S. Describe specific plans (including a schedule of implementation) for screening
the operation from public view such as maintaining or planting trees, bushes '
or bther vegetation building berms or other measures. Show the location of
all visual screening on the mine map and provide cross-sections through all
proposed berms.
The quarry site is located in a rural area surrounded by broad areas of pasture
.Land and trees. A minimum of 2 ' feet is to be left as buffer between the property
line and any quarrying activity. Given the topography of the surrounding land
and the expanse of wooded areas, no problems are forseen with respect to screening
quarry activities from public view. Vulcan Materials Company will implement any
measures required in this area should they become necessary.
9. will explosives be used? Yeses No_ If yes, specify the types
of explosive(s) and describe what precaution(s) will be used to prevent
physical hazard to persons or neighboring property from flying .rocks or
excessive air blasts or ground vibrations. Locate the nearest offsite
structure(s) to the proposed excavation(s) on the mine map.
A. Initial quarry development, as indicated on the site plan, has given
consideration to the proximity of our neighbors and the overburden over
the stone deposit.
B. The location of each residence and structure near the quarry will be
identifiable through the use of a grid aerial photo relative to the
grid location of each blast.
7

C. Drilling, loading, and blasting operations will be performed by
qualified personnel who will follow .the blasting techniques and
procedures recommended by blasting specialists.
D. Records for each blast will be ma-intained and include the following:
number of holes, pattern, depth, total pounds of explosives, maximum
pounds per delay, burden spacing and stemming and blast location.
E. We will monitor ali blasts. with a seismograph and record. the location,
distances from the blasts and identity of the property owner where
the unit is located.
F. Each seismograph recording will be analyzed by an independent
seismologist and records maintained by Vulcan.
G. Gel type explosives will be used.
7 (Cont'd)

10. a. What is the pre-mining depth (in feet) to the seasonal high and low ground,
water tables? High ft. Low ft. What is the source(s) of this
information?
See 10b.
b. .Will any part of the proposed mine excavation(s) extend below the water -table?
Yes— No_ If yes, do you intend to dewater the excavation(s)? Yes_
Na If yes,. what impact, if any, will mine dewatering have on neighboring
wells? Locate all existing wells on the mine map that lie within 500 feet of
the proposed permit area. Provide data to support any conclusions or
statements made.
A preliminary hydrologic reconnaissance has indicated that:there..will'.be:.no
significant adverse impact on neighboring wells, however; a hydrologic
assessment performed by an independent certified hydrologist will be forwarded
to the department upon. completion. - Issues in 10a. and 10b. will be addressed
in this assessment.
11 . Will fuel tanks, solvents, or other chemical reagents be stored on-site?
Yes No If yes, describe these materials and how they will be stored
and show the location(s) of all storage facilities on the mine map.
1. The chemicals and petroleum products anticipates for use are:
a. Gasoline.
b. Diesel fuel.
C. Engine and gear oil.
d. Hydraulic fluid.
e. Greases.
. f. Antifreeze.
g. Fuel conditioner.
h. Parts cleaning solvents. .
2. The use of all of the above products are required for routine quarry plant
and equipment operation. All storage tanks for the above products are proposed
to be above ground installation and shall conform to all Local, State, and
Federal guidelines for installation. Further, all tanks and tank valves will
be inspected routinely and tanks will be installed in a secure area. All plant
personnel will be briefed periodically on the SPCC plan and spill prevention
will be a topic at safety meetingQ,
0

Spent oils and antifreeze shall be collected in above ground tanks in
compliance with local, State and Federal laws and regulations. The
spent materials will be disposed of by an EPA approved and permitted
waste handling firm. It should be noted that parts cleaning solvents
shall be used in a closed circuit system and that spent solvents will
be disposed of by the chemical supplier. VMC will require all disposal
be in accordance with EPA regulations. Equipment cleaning shall be
with a closed circuit steam system. Cleaning solvents will only be used
in small quantities as required for minor equipment repair. Major
component repair is handled through Vuican's Central Repair facilities
at an offsite location.
8 (Cont'd)

A13PLICATCON FOR A MINING PERMIT
D. RECLAMATION PLAN
1. 'Describe your intended plan for the reclamation and subsequent use of all
affected lands and .indicate the general methods to be used in reclaiming this
land. This information mast be illustrated on a reclamation map.
Reclamation of Vulcan's quarries is an ongoing process. Through onsite
inspections, Vulcan Materials Company will monitor, on a periodic basis,
the sites for areas that need work in erosion control and offsite
sedimerit-atiou. After the mining operation has ceased, all of the
affected .land will be placed back to as natural a slope as possible.
These lands will. be sloped for drainage, contoured, graded, and seeded
per the approved see'd mix.
2. a. Is an excavated or impounded body of water to be left as a part of the
reclamation? Yes xx No If yes, illustrate the location of the body(s)
of water on the reclamation map and provide a scaled cross--sections)
through the proposed body(s) of water. will the body(s) of water be stocked
with fiah? Yes— No xx If yes, specify species.
The quarry will be allowed to fill with water creating an 8 acre reservoir
with an average depth of 105 ft.
b. Describe provisions for prevention of noxious, odious, or foul water
collecting or remaining in mined areas. -Provide details on.any permanent
water outlets.
Routine environmental inspection of the site will. include sampling of. ;
water bodies to ensure a high. standard of water quality.
9

APPLICATION FOR A MINING PERMIT
1211CLAMATION PLAN
3. Describe provisions for safety to persons and to adjoining property in all
completed excavations in rock including what kind of. permanent barricade
will be left. The location of the barricade must be shown on the reclamation
map.
"No Trespassing -- Open Pit" signs will be placed around the perimeter of the
mined site. A fence, rock boulders or a berm will be constructed around the
pit area. Access to the mine via auto will be limited only to the front
entrance.
4 . a. Indicate the method(s) of reclamation of overburden, refuse, spoil banks or
other such on-site mine waste areas, including specifications for benching
and sloping. All over burden slopes and fill slopes are .to be constructed
with 2 to 1 slopes or flatter. The slopes are to be seeded with a
prescribed seed mix designed to suppress the velocity of run off and keep
any erosion to a minimum.
b. Are any processing waste, overburden or other such mine wastes to be disposed•
of off-Site? Yes No xx If yes, describe in detail what these
wastes are and how. they will be disposed. Attach ..a separate site map(s) showing
the location(s) of the disposal area(s) . Include all specifications for erosion
and sediment control.
10

APPLICATION FOR }A MINING PERMIT
RECLAMATION PLAN
5. a. Describe reclamation of processing facilities, stockpile areas, and
onsite roadways.
The area occupied by the processing facilities, stockpiles, and on
site roadways will be re-graded and contoured back to the original
ground contours where possible. These areas will then be seeded
per approved seed mix.
b. Will any onsite roadways be -left as part of the reclamation? Yes X No
If yes, identify these on the reclamation map.and provide details on
permanent ditch Line stabilization.
The main access road into the property is to be left i;it;act. The ditch
lines are to be rip-rapped, and or seeded to prevent erosion.
6. State the method of reclamation of settling ponds and/or sediment
control basins.
Sediment control. basins are to be cleaned out and reclaimed. They will
be filled.:.in, contoured and seeded per N:R.C.D. seeding specifications.

APPLICATION FOR A MINING PERMIT
RECLAMATION' PI.AN
`/. State the method of control of contaminants and disposal of scrap
metal, junk machinery, cables, or other such waste products of mining. (Note
definition of refuse in The Mining Act of 197] ) . No off-site generated waste
shall be disposed of on the mine site without prior written approval from the N.C.
Department of Natural. Resources and Community Development, Land Quality Section
and either the N.C. Department of Human Resources or Local governing body.
All generated waste, oils, and chemicals will be properly removed and
disposed of by professional agencies.
All junk machinery, scrap metal, cables, and other waste are removed
r
periodically as an on going function of the operation.
All scrap & waste products shall be disposed of in accordance with all. local,
State & Federal regulations .
8. Indicate the method of restoration or establishment of any permanent drainage
channels to a condition minimizing erosion, siltation and other pollution.
Give design details including typical cross-sections of any permanent channels
to be constructed as part of the reclamation plan. Show the location(s) of all
permanent channels on the reclamation map.
'All. design calculations are included for review under separate cover to this
application.
12

71PPI,ICATION FOR A MINING PERMIT
R CL.AMATTON PLAN
9. Describe your plan for revegetation or other surface treatment of the affected
areas. This plan must include recommendations for time of seeding and the amount:
and type of seed, fertilizer, lime and mulch per acre and general seeding
instructions for permanent revegetation and, if necessary, temporary revegetation.
Revegetation utilizing pine seedlings only .is not acceptable. NOTE: Revegetation
Plan must be approved and signed by one of the following:
(a) Authorized representatives of the local Soil and hater Conservation
District having jurisdiction over lands in question;
(b) Authorized representatives of the Office of Forest Resources, Department of
Natural. Resources and Community Development;
(c) County Agricultural Extension chairmen or Research and Extension
personnel headquartered at North Carolina State University in the School of
Agriculture and Life Sciences;
(d) North Carolina licensed landscape architects;
(e) Private consulting foresters referred by the Office of Forest
Resources, Department of Natural Resources and Community Development;
.( f) Others as may be approved by the Department.
LIME - RATE OF APPLICATION:
FERTILIZER - ANALYSIS AND RATE OF APPLICATION:
SLED - TYPES(S) AND RATE OF APPLICATION INCLUDING SEEDING SCHEDULE:
MULCH TYPE AND RATS; OF APPLICATION:
OTHER VEGETATIVE COVERS:
Revegetation and/or reforestation plan approved by:
Signature Date
Title
Agency
13

u
APPLICATION FOR A MINING PERMIT
RECLAMATION PI.AN
10. Provide 'a schedule of reclamation that indicates the sequence of
reclamation and approximate time frame. If reclamation is to be accomplished '
concurrently with mining, then show on the site map segments that are to be
mined and reclaimed during each year of the permit. Add drawings showing typical
sections or cross-sections and layout of proposed reclamation.
Reclamation will commence immediately upon completion of initial stripping
project and overburden disposal. As the quarry is expanded., reclamation of
the overburden slopes is continued. Continued reclamation will be performed
as necessary throughout the projects life. The timing will depend on market
demand for our crushed stone products.
C. NOTIFICATION OF AD OINTNG LANDOWNERS
1. The "NOTICE" form or a facsimile thereof attached to this application must be
sent certified or registered mail to all adjoining (contiguous) landowners
indicated on mine map unless another means of notice is approved in advance
by the Director, Division of Land Resources.
The completed "Affidavit of Notification" attached to this application must be
submitted before the application is considered complete.
14

YADKIN QUARRY
YADKIN COUNTY
REVEGETATION PLAN'
SPRING-FALL-WINTER SEED MIXES
SPRING IZA'1'E MARCH - JUNE
Rye grain 15-20 lbs. per acre
Tail Fescue 40-80 lbs. per acre
Sericea Lespedeza 15-20 lbs. per acre
or Red Clover 8-14 lbs. per acre
Hulled Common Bermuda Grass 4 lbs. per acre
or Weeping Love Grass 2-4 lbs. per acre
FALL RATS(MID) AUGUST - OCTOBER
Rye grain 40 lbs. per acre
Tall Fescue 80 lbs, per acre
Sericea Lespedeza (Unscarified) 40 lbs. per acre
WINTER RATE NOVEMBER -- FEBRUARY
Rye grain 40 tbs. per acre
Unhulled Bermuda Grass 10 lbs. per acre
Unsca.rified Sericea Lespedeza 30 lbs. per acre
Tall Fescue 80 lbs. per acre

FERTILIZER ALL SEASONS
10-20-20 600 lbs. per acre
Lime 4000 lbs. 'per acre
Mulch 70 bales per acre
Mulch to be anchored by one of the following methods:
1. Crimping with mulch anchoring; tool; or
2. Tack with asphalt emulsion - 400 gal. per acre.
REVEGETATION AND/OR REFORESTATION PLAN APPROVED BY:
SIGNATURE
TITLE Landscape Architect
/Z,q�A�A
AGENCY
ti on
DATE 119
4�f�RCh IT r,-C'
' � ABER1��-

ADJOINING PROPERTY OWNERS
Luther G. Owens
Rt. 2, Box 379
Yadkinville, N. C. 27055
Nonnie Watkins
Rt. 2, Box 382
Yadkinville, N. C. 27055
Nellie & Eugene Hilton
281.1 Edwards St.
Winston-Salem, N. C. 27107
Joy Purvis
168 Edgewood Circle
Winston—Salem, N. C. 27127
Walter W. James
Rt. 2, Box 381
Yadkinville, N. C. 27055
Gurney Hollar
Rt. 4, Box 248
Yadkinville, N. C. 27055
G. E. Savanna Hollar
Rt. 4, Box 248
Yadkinville, N. C. 27055
Freddie & Shirley Doub
Rt. 2, Box 76
East Bend, N. C. 27018
Dale E. Hollar
4821 W. Braddock Rd. #204
Alexander, Va. 22311
Frank Flemming
Rt. 2, Box 377
Yadkinville, N. C. 27055

APPLICATION FOR A MINING PERMIT
AFFIDAVIT OF NOTIFICATION
I, Ronald C. Stewart _ , an applicant, or an agent, or
employee of an applicant, for a mining Permit from the N.C.Department of Natural Resources
and Community Development, being first duly sworn, do hereby attest that the following are
known owners, both private and public, of the land adjoining the proposed mining site and
.that notice of the pending application has been caused to be mailed, by certified or
- registered mail, to said owners at their address shown below, such notice being given on a
..form provided by the Department:
(Name) (Address)
See Attached Sheet See Attached Sheet
(Attach additional list if necessary)
I do also attest that the following individual is the chief administrative officer of
the county or municipality in which the proposed mining site is located and that notice of
the pending application has been caused to be mailed, by certified or registered mail, to
said office at the following address:
(Name) (Address)
Charles Mashburn, County Manager P. 0. Box 146, Yadkinville, N.C. 27055
The above attestation was made by me while under oath to provide proof satisfactory
to the Department that a reasonable effort has been made to notify the owners of record of
the adjoining land and the chief administrative officer of the county or municipality in
compliance with N.C.G.S. ')4-50 and 15 N.C.A.C. 5B .0004(d) . I understand that it is the
responsibility of the applicant to retain the receipts of mailing showing that the above
notices were caused to be mailed and to provide them to the Department upon request.
Date Signature of Applicant
if person executing Affidavit is an agent or employee of an applicant, provide the
following information: (Name of applicant) Vulcan Materials Company ;title of
'person executing Affidavit) Ronald Carlton Stewart
1, J �1 a Notary Public of t e Co my o ,
.sate of North Carolin do hereby certify that �_ , ;�12 0
personally appeared before me this day and under oath acknowledged that the above
Affidavit was made by him.
Witness my hand and notarial_ seal, this of day of 19 931
-QUICIAI SEAL
Notary C:ARHIE MYOS
my Commission expires: �. :"' t y�:L'�T I S I(Gt 1!i"f� I.A. 0
1�71' CAir1 1 �
lb

NOTICE
Pursuant to provisions G.S. 74-50 of The Mining Act of 1971, notice is hereby given
that Vulcan Materials Company
(Company Name)
has applied on Feb..9 __, 1989 to the Land Quality Section, Division of Land Resources,
(Date)
North Carolina Department of Natural Resources and Community Development, P.O. *Box 2.7687,
Raleigh, North- Carolina 27611 for a surface mining permit to commence mining of
Granite on 140t acres located 6 East of Yadkinville
(Mineral, ore) (Number) (Miles) (Direction) - (Nearest Town)
near road 1711-Sneer Bridge Rdin Yadkin
(Road Number/Name) (Name of County)
in accordance with G.S. 74-50, the mine operator is required to make a reasonable
effort to notify all owners of record of land contiguous to the proposed site, and to
notify the chief administrative officer of the county or municipality in which -the site is
located. The property owner may file written comment(s) to the Department at the above
address within ten ( 10) days following receipt of this notice or the filing of the appl-i-
cation for a permit, whichever is later. Should the Department determine that a
significant public interest exists relative to G.S. 74-51, a public hearing will be held
-in accordance with the Department of Natural Resources and Community Development, Mining,
Mineral. Resources Regulation '.title 15 Subchapter 5B, .0011 .
A copy of the permit application materials are on file and available for public
review during normal business hours at the above listed address. For further information
call (919) 733-4574 .
(Date Mailed to Addressee)
4401 N. Patterson Ave.
(Address of Applicant)
Winston-Salem, N. C.
27115-4195
15

APPLICATION FOR A MINING PERMIT
F. MAPS
1 . Two copies of the county highway maps and two copies of all --mine maps shall be
submitted with each permit application.
County highway maps may be obtained from:
Location Department
State Highway Commission
Raleigh, North Carolina 27602
Clearly mark the location of your.mining operation on the county highway maps.
2. Mine snaps should be accurate drawings, aerial photographs or enlarged topographic
maps of the entire adne area and of a scale sufficient (see minimum requirements
listed below) to clearly illustrate the following.
a. ' Property lines of the tract or tracts of land on which the proposed mining
acL.ivity is to be located including easements and rights-of-way.
b. Initial and ultimate limits of clearing and grading.
c. Outline of all- pits/excavations.
d. Outline of stockpile areas.
e. outline of temporary and/or permanent overburden disposal areas.
f. •Location of processing plants (processing plants may be described as to
. location and distance from mine if sufficiently far removed)
g. Location and name of streams and lakes.
h. Outline of settling and/or processing wastewater ponds.
i. Location of planned and existing access roads and on-site haul roads.
j . Location of planned and existing on-site buildings.
k. Location of all proposed sediment and erosion control measures.
1. 100 year floodplain limits.
j m. Names of owners of record, both public and private, of all adjoining land.
n. Map legend:
1. Name of applicant
2 . Name of mine
3. North arrow
4. County
5. Scale
6. Date prepared
7_ Name and title of person preparing map
Map scales must, at a minimum, meet the following guidelines:
SITE SIZE (From Page 2, Al) MAP SCALE
0--99 Acres 1 inch=SO feet
.l.nn-499 Acres 1 inch=1.00 feet
500-1. Acres I inch=200 feet
NOTE: 'MIIS APPLICATION WILL NOT BE CONSIDERED COMPUTE WITHOUT ITEMS 2a-n BEING
ADEQUATELY ADDRESSED.
17

APPLICATION FOR A MINING PERMIT-
G. LAND ENTRY AGREEMENT
We hereby grant to the Department or its appointed representatives the right of entry
and travel upon our lands or operation during regular business hours for the purpose of
making necessary field inspections or investigations as may, be reasonably required in the
administration of this Act.
We further grant to the Department or its appointed representatives the right to make
whatever entries on the land as may be reasonably necessary and to take whatever actions
as may be reasonably necessary- in order to carry out reclamation which the operator has
failed to complete in the event 'a bond forfeiture is- ordered pursuant to G.S. 74-59. '
Signature*
Print Name; Guy K. Mitchell
Title; Vice President - North Carolina
Mine : Yadkin Quarry
Company: Vulcan Materials Company
"Signature must be the same as the individual who signed page 1 of this application -for
a. permit.
Return two copies of the completed application and all maps to the appropriate Land
Quality Section Regional office serving your area. (See attached list of Regional
offices) .
:Enquiries regarding the status of an application should be directed to the address
listed on the front page of this application form.
1 F3

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3

' l
UU1[Un
Materials Company119(9
,cry
e
, .
19,
IFctlaw' FF 01988
January 30, .1989 L rt, O VALIry
. 'qCT1oN .
Mr. Larry Coble
North Carolina Department of
Natural Resources and
Community Development
8025. North Point Boulevard
Suite 100
Winston Salem, NC 27106-3295
Subject; Vulcan Materials Company
Yadkin Quarry
Dear Mr. Coble:
Enclosed please find N.P.D.E.S. Permit Application and $200.00 processing
fee for our proposed Yadkin Quarry.
If I may be of any assistance, please contact me at 767-4600.
Sincerely, /
Timothy R. Knopf
Mining and Environmental
Specialist
/lnh
Attachment
MIDEAST DIVISION!P.O.BOX 4195•WINSTON-SALEM,NORTH CAROLINA 27115-4195•TELEPHONE [phone]

Form Approved
OM13 No. 158-R0096
NATIONAL POLLUTANT DISCHARGE ELIMINATION SYSTEM APPLICATION NUMBER
APPLICATION FOR PERMIT TO DISCHARGE. - SHORT FORM C FOR
AGENCY
USE DATE RECEIVED
To be filed only by persons engaged in manufacturing and mining
YEAR`U MO': DAYf
P �4
' - f�Q r`�
Do not attempt to complete this form before reading accompanying instructions FEB�df ^ 188 C
Please print or type i 1LA � Y Sk(,7�sN
1. Name, address, location, and telephone number of facility producing discharge
A. Name Vulcan MaterialsCompan.y,.-Yadkin Qjinrr}� ---- — -- f^
B. Mailing address
I. Street address .P, 0. n ,r 4195
2. City Winston Salem _ 3. State North Cnrnljnq
4. County Forsyth 5. ZIP 2.7_1.1_5:4_195
C. Location:
1, Street - Speer Bridge Road. S.R_ 1711 _
2 City Yadkinville 3. County Yadkin
4. State North Carolina
D. Telephone No. 919 767-4600
Area
Code
2. Sic
(Leave blank)
3. Number of employees 12
If ail.your waste is discharged into a publicly owned waste treatment facility
and to the best of your knowledge you are not required to obtain a discharge
permit, proceed to item 4. Otherwise proceed directly to iten> 5.
4, If you meet the condition stated above, check here ❑ and supply the information
asked for below. After,completing these iterns, please complete the date, title,
and signature blocks below and return this form to the proper reviewing office,
without completing the remainder of the form.
A. Name of organization responsible for receiving waste
B. Facility receiving waste:
1. Name
2. Street address
3. City 4. County
5. State 6. ZIP
5. o Principal product, a raw material (Check one)
r6. Principal process Rock crusllin ser.eenin rOcess
7. Maximum amount of principal product produced or raw material consumed per (Check one)
Amount
Basis 1-99 100-199 200-499 500-999 1000- 5000- 10,000- 50,000
4999 9999 49.999 or more
(1) (2) (3) (4) (5) (6) (7) (8)
A. Day
B. Month
C. Year }{
EPA Form 7550-8 (Rev. 3-74) PREVIOUS EDITION MAY sE US£0 UNTIL SUPPLY 15 EXHAUSTED

B. Maximum amount of principal product produced or raw material consumed, reported
in item 7, above, is measured in (Check one);
A.o pounds 8.igtons C.0barreIs D.Clbushels E,❑square feet
F.❑ gallons G.❑pieces or units N,p other, specify
9. (a) Check here if discharge occurs all year ❑ , or as required.
(b) Check the month(s) discharge occurs:
1.❑ January 2.o February 3.❑March 4.0 Apri 1 5.❑May 6.o June
7,0 July 8.0 August 9.t3 September 10.❑October ll.❑November 12.0 December
(c) Check how many days per week: 1.01 2.CS 2-3 3.13 4-5 4.❑6-7
10. Types of waste water discharged "to surface waters only (check as applicable)
DiSchar e Volume treated before
F low, gallons per WXNtTH d y discharging (percent)
Discharge per
operating day 0.1-999 1000-4999 5000-9999 10,000- 501000- None 0,1- 30- 65- 95-
49,999 or more 29.9 64.9 94.9 100
(1) (2) (3) (4) (5) (6) (7) (B) (9) (10)
A. Daily average per X X
'di
B. Cooling water, etc.
daily average
C. Process water,
daily average
0. Maximum per operat-
ing day for total
dischar a (all t es)
11. If any of the three types of waste identified in item 10,ei ther treated or untreated,
are discharged to places other than surface waters;-check below as applicable.
Average flow, gallons per operating day
Waste water is
discharged to: 0.1-999 1000-4999 5000-9999 10,000-49,999 50,000 or more
(1) (2) (3) (4) (5)
A. Municipal sewer system
8. Underground well
C. Septic tank
0. Evaporation lagoon or pond
. Other, specify
.12,, Number of separate discharge points: A.®•1 B.❑2-3 .. C.❑4-5 D.❑ 6 or more
13. Name of receiving water or waters South Deep Creek
14. Does your discharge contain or is it possible for your discharge to contain
one or more of the following ,uhstances added as' a result of your operations,
activities, or processes: ammonia, cyanide, aluminum, beryllium, cadmium,
chromium, copper, lead, mercur , nickel , selenium, zinc, phenols, oil and
grease, and chlorine (residual. A.❑yes B.mno
1 certify that i am familiar wi.th the information contained in the application and
that to the best of my knowledge and belief such information is true, complete, and
accurate.
Titno t
Printed Name of Person Signing Title t
Jantlary �Q, 1989 _ �_I_t ZI22
Date Application Signed Signature of Applicant
18 U.S.C. Section 1001 provides that.
tvhoever, in any nrafter within the jurisdiction of vny department or agency of the [United States
knowinAly and wilfully falsifies, conceals, or covers up by any trick, scheme, or device n
Material fact, or makes any false, fictitious, or fraudulent statements or representations; or
makes or uses any false writing or document knowing same to contain any false, fictitious, or
fraudulent sfafemenr or entry, shall be fined not more. than S1U,000 or imprisoned not more
than 5 years, or both.
EPA Form 7550-8 (Rev. 3-74) (Reverse)

Uu1inn
Materials Company
FEB
J LAN, n'�rril7v
January 30, 1989
Mr. Myron G. Whitley
North Carolina Department of,
Natural Resources and
Community Development
8025 North Point Boulevard
Suite 100
Winston Salem, NC 27106-3295
Subject: Vulcan Materials Company
Yadkin Quarry
Dear Mr. Whitley:
Enclosed please find Air Permit Application and Processing Epee for
our proposed Yadkin Quarry.
If I may be of assistance in this matter, please contact me at
767--4600.
Sincerely,
Timothy R. Kn
Mining and Environmental
Specialist
/lnh
Attachment
MIDEAST DIVISION!P.O.BOX 4195•WINSTON-SALEM,NORTH CAROLINA 27115-4195•TELEPHONE [phone]

<� -
North Carolina Department of Natural Resources and Community Development �? Q +
Environmental Management Commission FEB 1 L1 �" � !!
5
AIR PERMIT API'LICATION* €.A" f'PA TY SECTION page I of I
GENERAL INFORMATION
INSTRUCTIONS ON BACK
*To construct and operate Air Emission Sources and Control Devices in accordance with N.C.General Statutes Chapter 143,Article 21.
PLEASE "TYPE OR PRINT, ATTACH APPROPRIATE EMISSION SOURCE AND CONTROL DEVICE FORMS FOR EACH SOURCE
LISTED IN ITEM 6 BELOW.
1. Facility Name (Company, Establishment, Town, Etc,): Date FOR DEM USE ONLY
01_C.ta "Ca lI LS P ;0-91r, DATE RECEIVED:
2. Site Location (St./Rd./Hwy.): City Zip Code County
i'+=F� F�SL1 CaL` RoAb YAOKt+1V1LL-f— Yt�DKtt1_
Latitude Longitude SIC Code
3. Mailing Address (P. 0. Box/St_/Rd./Hwy-):
tom. o. 1 ox 4-1`i 5
City State Zip Code Phone with Area Code
1,1\tlsS-ro t4- f,Lf- S,C„ 1IS- S i ) -7(a7-44,00
4. Applicant Technical Contact: Title Phone with Area Code PERMIT NUMBER:
DATE ISSUED:
5. Description of operation conducted at above facility:
�tLp,.$aYLdC, n P GO_N0%TH AttD PP.oD.ue_-rtohl at' St zap 'CRusNao
P9,0VUC rS„ �D[L 'rat= LnrtsT, i��71_ori� .e-r"��(. _..,.._._
6. List each EMISSION SOURCE and CONTROL DEVICE for which application is made. Assign an ID NUMBER to each emission source
and control device which uniquely identifies that source. Attach appropriate emission source and control device forms for each.
EMISSION SOURCE ID NO. CONTROL DEVICE ID NO.
do t 111�t� "E1 i Svi'PRC stort 101
4 tg S-rn^s orJ� C►�vSNf`R. �� _cam �„3 � . C c S �F start t d3
.S 0 0 A
4-14 Si9,_sn1Jrt__ _ on.s V. M-C, Wt_r 5uP ot4
USE SEPARATE SHEET(S) IF NEEDED
7. Maximum facility operation: 10 Flours/Day Co Days/Week 4S Weeks/Year
$_ Name and address of engineering firm that prepared application or plans:
V 'L!_tatl (A!»ERtAL$ Lorn?Nm ' -
9. Signature of responsible person or com any official,
.e u 12_ ` ,t Date
Signer's Name (TYPE OR PRINT)/ Title Phone with Area Code
`� rv�tr•Tt�Y � . 4Ct.1�C'r- 1`h�ta�tat� h� _E►,IV1RcNMC�taT4\t_ ���r�tt�L�.�•r_ _ (`iln� 7f��-�-G,on�
FORM AQ-22

APPLICATION INSTRUCTIONS
THIS APPLICATION IS NOT COMPLETE UNLESS ALL REQUIRED INFORMATION 15 SUBMITTED
1. PRINT OR TYPE ONLY. FOR ASSISTANCE, Call the Air Quality Section at(919)733-7015 or the appropriate field office listed below:
Asheville [phone] Mooresville [phone] Washington [phone]
159 Woodfin Street 919 North Main Street 1502 North Market Street
Asheville,NC 28802 Mooresville,NC 28115 Washington,NC 27889
Winston-Salem [phone] Fayetteville(919) 486-1541 Raleigh [phone] Wilmington [phone]
8003 North Point Blvd. Suite 714 Wachovia Building P.0. Box 27687 7225 Wrightsville Avenue
Winston-Salem,NC 27106 Fayetteville,NC 28301 Raleigh,NC 27611 Wilmington,NC 28403
2, Submit TWO (2) copies of the application, engineering drawings, specifications, other supporting data and documents to your local field office or to:
N. C. DIVISION OF ENVIRONMENTAL MANAGEMENT
AIR QUALITY SECTION
AIR PERMIT UNIT
P.O.-BOX'27687
RALEIGH, NORTH CAROLINA 27611
3. ALL APPLICANTS MUST COMPLETE FORMS "A"AND "D".Submit ONLY those forms that apply.
IF APPLICATION IS MADE FOR: COMPLETE THE FOLLOWING FORMS:
"A" ,1811 "C„ "D" „E. ..F"
General Process. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . X X X X
Boiler . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . X X X X
Incinerator. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . X X X X
Woodworking Operations . . . . . . . . . . . . . . . . . . . . . . . . . X X X X
Painting, Finishing,Spray Booths,or Printing Operations . . . . X X X X
Air Pollution Control Device . . . . . . . . . . . . . . . . . . . . . . . X X X X
Concrete or Asphalt Batch Plant. . . . . . . . . . . . . . . . . . . . . X X X X
"A" GENERAL INFORMATION "B" GENERAL DATA FOR PROCESSES OR FUEL BURNING SOURCES
"C" AIR POLLUTION CONTROL DEVICE "0" AREA DIAGRAM
HYDROCARBON EMISSION SOURCES "F" INCINERATOR
4. The application MUST BE SIGNED on Form"A"item 9 by a RESPONSIBLE INDIVIDUAL of the Company.
5. Because the application is not ideally suited for every conceivable operation,applicants are encouraged to submit additional information when needed to
complete the application and to provide adequate explanation of the operations.
6. Address compliance with applicable regulations under NEW SOURCE PERFORMANCE STANDARDS, NATIONAL EMISSION STANDARDS FOR
HAZARDOUS AIR POLLUTANTS,and PREVENTION OF SIGNIFICANT DETERIORATION in the comments section on Form "A".
**** CHECKLIST****
DOES YOUR APPLICATION CONTAIN THE FOLLOWING?
A, Signature by a Company Official.
B. Pollutants and Emission Rates Before and After Control.
C. Process Flow Diagram(s).
D. Weight Rate of Materials Entering each Process.
E. Completion of Form"E" if Solvents,Paints,Finishing Materials,or any Volatile Organic Compounds are Used,
F. Description of Emission Source(s) and Air Control Device(s) (Make,Model No.,Efficiency,Design Criteria,etc.)
G. Completion of Forms"A"and"D".
**•TABLE OF EMISSION ESTIMATION METHOD CODES***
CODE
0 Not applicable. Emissions are known to be zero.
l Emissions based on source testing.
2 Emissions based on material balance using engineering expertise and knowledge of process.
3 Emissions calculated using emission factors from EPA publication No.AP-42 COMPILATION OF AIR POLLUTION EMISSION FACTORS.
4 Judgement.
5 Emissions calculated using a special emission factor differing from that in AP•42.Specify reference in comments below.
6 Other.Specify in comments below.
COMMENTS:
I

GENERAL DATA FOR PROCESSES OR FUEL, BURNING SOURCES
page I of 3
NOTE: DO NOT USE THIS FORM FOR INCINERATORS, USE FORM "F",
PLEASE TYPE OR PRINT. ATTACH TO THE GENERAL INFORMATION FORM "A". IF APPLICABLE, ATTACH AIR POLLUTION
CONTROL DEVICE FORM "C". USE SEPARATE FORM FOR EACH SOURCE.
1, Emission Source and ID NO. (FROM GENERAL INFORMATION FORM "A", ITEM 6):
2. Description of Process or Fuel Burning Source Including Air Control Device:
torys ���,t3,aca P��,�T V.K,c -r SUPM"Csstotl —_
3. Permit Application is made for(CHECK ONE ONLY):
(-X) New Source ( ) Existing Source- ( -) Modification —' Last Permit No.
Commence Construction Date , 19 Operation Date , 19
4. Maximum Source Operation: — I Q Hours/Day 6),Days/Week _1-A Weeks/Year
5. Air Contaminants Maximum Actual Emissions Emission
Emitted: Before Control .After Control Estimate Control Control
(lb/hr) (Ib/hr) Method's Device" Efficiency
3 V M,L. b1G� Syi'('4LC=SS+oN c
Particulates . . . . . . . . . . (6 84 }
Sulfur Dioxide . . . . . . . .
Nitrogen Dioxide. . . . . . .
Carbon Monoxide . . . . . .
Hydrocarbons (VOC). . . .
Lead. . . . . . . . . . . . .
Other
Other{ )
*REFER TO BACK OF GENERAL INFORMATION FORM "A" FOR EMISSION ESTIMATION CODE
*"`ATTACH AIR CONTROL DEVICE FORM "C"
6, Type of Source:
CHECK ONE
(%) A GENERAL PROCESS —Source not covered by B and C below. (Complete items 7,8, 18 through 22)
{ ) B GENERAL PROCESS WITH IN-PROCESS FUEL—Source where products of combustion contact materials heated.
(Complete items 7,8,9, 13, 14, 18 through 22)
( ) C FUEL BURNING SOURCE (boilers,etc.) — Source where products of combustion are for the primary purpose of pro.
ducing heat or power by indirect heat transfer. (Complete items 9 through 22)
7. Process Operation: ( } Continuous ( ) Batch — Normal Batch Time No. Batches per Day
8, Process Name $-MAFr Lkt Max. Requested
Materials Entering Process*. Input Rates(lb/hr) Permit Input'
(Include In-process Solid Fuels) Design Actual Rates(Ib/hr).
A. . V.�h�! t _ lotsQnV c>o 000 -700 aoc,)
B.
C.
D.
E.
F.
G.
TOTAL WEIGHT ENTERING PROCESS
*DO NOT LIST ANY VOLATILE HYDROCARBONS, USE HYDROCARBON EMISSION SOURCES FORM "E"

DATA FOR PROCESSES OR FUEL BURNING SOURCES — continued
page 2 of 3
9. Type of Fuel Burning Source: to 1 N
( ) Industrial Boiler ( ) Institutional/Residential Boiler ( ) Electric Utility Boiler ( ) Process Burner(s)
( ) Other Make and Model No.
10. Type of Solid Fuel Burning Equipment Used: N/N
( } Hand Fired ( ) Overfeed Stoker ( ) Pulverized
( ) Spreader Stoker ( ) Traveling Grate ( ) Wet Bed
( ) Underfeed Stoker ( ) Shaking Grate ( ) Dry Bed
( ) Other(specifiy)
11. Is collected flyash reinjected? (X) NO ( ) YES Percent Reinjected g
Combustion Air: Percent Excess Air °1 ( ) Natural ( ) Induced
Specify method and schedule of tube cleaning:
( ) Lancing ( ) Tube Blowing ( ) Other Schedule
12. Boiler Horsepower Rating Boiler Steam Flow(Ib/hr)
13. Fuel Burning Source Heat Input: Maximum Million BTU/hr Average Million BTU/hr
14. Fuel Data: Primary Fuel Type(s) (specify)
Standby Fuel Type(s) (specify)
FUEL TYPE FUEL USAGE Max.% Max.%
Max. Design Max.Actual Annual Sulfur Ash BTU Value
(gal/hr) (gal/hr) (gal/yr) (BTU/gal)
#6 Fuel Oil
(gal/hr) (gal/hr) (gal/yr) (BTU/gal)
45 Fuel Oil
(gal/hr) (gal/hr) (gal/yr) (BTU/gal)
#4 Fuel Oil
(lb/hr) (Ib/hr) (ton/yr) tBTU/Ib)
Coal
(lb/hr dry) (Ib/hr dry) (ton/yr dry) (BTU/Ib)
Wood M00
Other
15. If a combination of fuels is used,specify the maximum BTU/hr heat input for each: N
Fuel Oil Coal Wood Other
16. Tota; maximum heat input in million BTU/hr of all indirect fired fuel burning sources within property boundaries excluding that
indicated above: N J
Fuel Oil Coal Wood Other - - --
17. Total No, of indirect fired fuel burning sources within property boundaries: N J i�
Fuel Oil Coal Wood Other
18. Are there any fugitive emissions(storage piles,product handling,haul roads,etc.)? No( ) Yes(X) If yes, please describe in
comments below,the type,size,estimated emissions and control measures.
19. Describe any liquid or solid wastes generated and method of disposal:

DATA FOR PROCESSES OR FUEL BURNING SOURCES —continued
' page 3 of 3
20. Stack or Emission Point Data: KIN
Height Above Ground (ft.) Inside Area (sq. ft.) Gas Temperature{Deg. F) Direction of Exit
(up,down or horizontal)
Volumetric Flow Rate Velocity (ft./sec.) Are sampling ports available? Is rain cap or other obstruction over '
(ACFM) { ) No ( ) Yes stack? ( ) No ( ) Yes;(specify)
Is scaffolding available for source testing? Stack ID No. — Sources with a common
( ) No ( ) Yes stack will have the same stack number.
21. Indicate monitoring and recording instruments installed on stack:
( ) Opacity Monitor ( ) S02 Monitor _ { ) NOx Monitor ( ) Other
22. Attach or sketch a flow diagram of the process or fuel burning source. Include air control device(s). (SEE INSTRUCTIONS ON
BACK OF'THIS PAGE):
F o tv 0 t Nt-t �► A.`4�r a
23. Comments:

INSTRUCTIONS
FLOW DIAGRAM FOR PROCESSES OR FUEL BURNING SOURCES
INCLUDING AIR CONTROL DEVICES
Draw a complete flow diagram of the process or fuel burning source including air control device(s). Indicate all equipment, mass flow of
material, location of direct heating, inlet and outlet temperatures, and air flow rates. Give flow rates for water used either as cooling or
as scrubbing. Indicate pollutant collected and emissions exhausted to the atmosphere. If a solvent or a mix of solvents, inks, paints or
other volatile liquid mixes are used, complete the Hydrocarbon Emission Sources Form "E". All materials entering this process should
appear in item 8,page 1.
FOR EXAMPLE::
7
FAN
CYCLONE DUSI LADEN CASES SIACR
r._.,I 4
elks
r6v,BRATING
REENSSIORACI
l
`sAND AN �j i BT+� 2 .E IGlI
�. !NO►►ER I
� r E
E sollueeu �
MIXER 8
I NOTARY DRYER
COLD AGGRECATt 3 10
BUCxEI El[YAtOR
MCI AGGREGATE
BUCNEI ELEVATOR
Flow diagram of a typical hot-mix asphalt paving batch plant.
1. Rock,gravel,sand,fines,etc. —200,000 Ibs/hr or 100 tons/hr.
2. Rock,gravel,sand,fines,etc. --200,000 Ibs/hr or 100 tons/hr.
3. Di 00 ry aggregate— 199,0 Ibs/hr or 99.50 tons/hr.
4. 30,000 CFM.@ 180"F; 1,000 lbs/hr particulate entering cyclone;800/0 cyclone efficiency.
5. 800 lbs/hr returned to dry aggregate.
6. Dry aggregate entering vibrating screens— 199,800 lbs/hr.
7. 30,000 CFM @ 1800 F;particulates to scrubber—200 Ibs/hr.
8. Water 200 GPM;scrubber efficiency —90°/a.
9. 28,000 CFM @ 140°F;particulate emissions to atmosphere —20 Ibs/hr.
10. Asphalt production 219,800 Ibs/hr or 109.9 tons/hr.

VU LC8N NAHESIAL5t FAWY
- P�R`CASLE -PLANT -
l RATED : PLAMT CAPAC STY = 330 T.P.
c �f H.
PION
Y1i3. FEEDER
Q►oN�ER
30+2 TAW ❑ �.4.a
77
SCREEN
�� SCREEI�1
4{4;To. 44-S. .
CONE CONE ;
2 0 7�ZOO
-T.P 1A. - ¢
O
c-Z yam` D � p �,•
8 �
o�•
C- 7 C-3
30ss i 3(C)
Z 4
-7STON C.R. 61K
(AS • ��
, _ CoNvE'(o��_ .7o CoN�(EYoR �RA►Js��R_.. _. :_

AIR POLLUTION CONTROL DEVICE C
page 1 of 3
PLEASE TYPE OR PRINT. ATTACH TO GENERAL INFORMATION FORM "A".SUPPLY DESIGN DATA,SPECIFICATIONS, AND
AVAILABLE- ENGINEERING DRAWINGS.
1, Air Control Device and ID No. (FROM GENERAL INFORMATION FORM "A", ITEM G)
_ Vr+t.� l,r1 _MN-Ts:v IAt_ rr=rAit Nk� L0 :! tUeppkr- Su0tt SYs r_r_N�"i.�� 10'3 , IDS
2. If there arc several devices in series,list each unit in series starting at the emission source.
(2) (3) TOTAL UNITS
3. lndicatc Emission Source acid ID No. that Control Device(s) is installed on.
4. Narrative Description of Control Device(s):
..�..I`1�.N.��_!��t P t�l_r H T?S ;_T�"T'r?N\M 7_►�f�S`l PZZ.4.._\a��� t�V]"�t�,�i ..... ._..�...
Manufacturer Model Name Model Number
Qut_C_�kP-t eT Su PPP�sslvrl S srt
5. Estimated Cost of Control Device - Period of Time Control Device is Estimated to be Adequate:
$ 32._LLn 4 Years
b. Permit Application is made for(CHECK ONE ONLY):
()() New Source ( ) Existing Source ( } Modification — Last Permit No.
Commence Construction Date , 19 Operation Date 19
7. -Emission Parameters: PART. S02 NO, CO VOC LEAD OTHER OTHER
Pollutant(s) Controlled (x) { ) ( ) { ) { ) ( )
Emission Rate Before Control (lb/hr) = (0_Bk
Emission Rate After Control (Ib/hr) =
Removal Efficiency Percent (%)
Particle Size Distribution of Particulates Entering Control Device(%Micron):
_ 0.1 1.10 10.25 25.50 50.100 Over 100
8. Gas Conditions at Control Device: N 0% INLET INTERMEDIATE LOCATIONS OUTLET
Flow Rate (ACFM) _
Temperature(Deg. F)
Velocity (ft./sec.) —
Pressure Drop (in. H20) _
Moisture (%)
9. Describe Ultimate Disposal of Collected Materials: N/)\
10. Stack or Emission Point Data: N J/{
Height Above Inside Area Direction of Exit Are there obstructions over the stack?
Ground(ft.)- (sq. ft.) (up,down,or horizontal) { ) No ( ) Yes,(specify) „
Is scaffolding available for sources testing? Are sampling ports available?
( ) No ( ) Yes ( ) No ( ) Yes
11. Comments:

a
AREA WAGR.AM
page I of I
Show all surrounding buildings and roads within 1500 feet of the equipment covered by this application. Attach a site diagram identify-
ing each emission source location(s), property boundaries and building(structure) dimensions (height,width,and length).
1500 feet
uv'YHT ) CP CCtCF+1�
1000 feet
F Egos
tIORTH
500 feet ^�
,
LO 0c)�5 I t i ELDS
1/,10 a S
INSTRUCTIONS CODE DESCRIPTION
1. Indicate location and type of building by the use of small (1}
numbered circles with the decription below. (2)
2. Show roads as lines representing the road edges. Indicate (3)
street names and highway numbers.. (4)
3. Show wooded or cleared area by approximate boundary (6)
lines and the words "woods", "cleared", "cornfield", etc. (7)
(9)
(10)
I
i Example;
I (7) church
(2) Residence
j

TABLE 1
EMISSION FACTORS
SOURCE
EMISSION FACTOR ( ])
( lbs/tan stone )
Primary Crusher
Secondary Crusher 0.28
Tertian 0. 28
y Crusher -
Screen Tower 1 .85
Open Storage 0. 16 (2)
Conveyer Transfer 0. 33 (4)
0. 029 (3)
] Unc 11 ontrolled levels. Based an Material
feed ito each point
2/ Emissions based on feed to a screen tower
referenced in AP-42 See source test
3/ Conveyer to conveyer transfer
n
�
crushers and screens is included incrushereandoscreen and ram
emission factors
tower
A/ Includes load to pile and loadaut as w
wind erosion. See factor derivation in well as ile rr activity and
Guidance far the Control de Industrial Pr p
for example, Technical Particulate Emissions", Pedco Inc. USEPA March 1§��tive
288).
This factor is used although it appears I (Pb 272~
applied to Vulcan 's operations due totheolow be aooewhi high when
lack of front end loader operations at Vulcow fiacil '
p heights and
ity.

Materials Company Wc.I SB3
MID EAST iiDIVISION / ENGINEERING DEPARTMENT
REV 3.78
DATE— ��i
PAGE OF-�--..
PROJECT TITLE l��ti}k+�`� ��y{� �' -
is Ua2c:.� 4 ; �1Nc.vtJ•'C�c�t_!!fD� .._ _ � _ r_aNTt?G�L.��nl .- -•--- -----
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y uul VMC-1883
Materials , arty REV 3-78
MIDEAST DIVISION 1 ENGINEERING DEPARTMENT
DATE "' R� PAGE OF 1-
VH0JfcCT T[TL�
cy-
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ref+
SAFETYFENCE
EL•8 00 ------
PROPERTY
EL,777 20 �� 25 ' LIN E
ULTIMATE 10
SAFETY FENCE EL. 756 YR, QUARRY LIMIT
6Ut 20 EL.731
WATER E L_7 22
30 EL.697 EL.697 30
JL
0
m
150
EL . 617 PIT FLOOR T Y P.
SEC. B-13
SAFETY FENCE
2 EL.799
i T Y P
SAFETY FENCE
EL,780 _ EL.774 20 �
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0 , SHELF TY
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20 E L.74 7
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_ WATER E L. 7 22
30" EL.697 EL697 30
- x
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E L.617 PIT FLOOR _ -___ T Y P
SEC. G C
DATE: 1- 2 0-8
TITLE:
VULCAN MATERIALS COMPANY
° YA D K I N QUARRY — RECLAMATION PLAN THIS DRAWING IN DESIGN AND DETAIL IS SCALE: ( = 3 0
mTHE PROPERTY Of VULCAN MATERIALS R I T CROSS SECTIONS
COMPANY AND MUST BE RETURNED UPON
F7T7 I n /� [� �} V PRINT ISSUED:
MIDEAST DIVISION PLANT YA D K I N Vl I-1 f \1 \ 1 DEMAND. THIS DRAWING MUST NOT BE
Z TITLE COPIED, REPRODUCED OR USED WITHOUT DWG. NO.
DWG NO
TITLE DWG NO DRAWN: R 0 N CHECKED: REV: REV: PERMISSION.
REFERENCE DWGS
REFERENCE DWGS TRACED: APPROVED: REV: REV: WORK ORDER:
Caw

DEPARTMENT OF NATURAL RESOURCSES & COMMUNITY DEVELOPMENT
LAND RESOURCES DIVISION
LAND QUALITY SECTION
TELEPHONE LOG
Sheet
Date
County r (t
Call received placed
1. Project:
2. Conversation with: bf
I
3. Content of conversation: kl e x. - I D
&I-Se-w t k e--k e__ &/�o
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Filled by: f
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LAND RESOURCES DIVISION
4
LAND QUALITY SECTION
TELEPHONE LOG
Sheet
Date
County
Call received Call placed
1. Project: vt,)
2. Conversation with:
3. Content of conversation: C .
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Ff8 YADKIN COUNTY .
NORTH CAROLINA
• ;Pstelwzo IV THE
NORTL-i CAROUNA STATE HIGHWAY COMMIS-SION
PLANMNG AND RESEARCH DEPARTMENT
LLu 114 CCOPULAnOM WITH ThE
U.S.DEPARTMENT OF TRANSPORTATION
FEDERAL HIGHWAY ADMINISTZAMN
BUREAU OF PUSUC ROADS
NoTr z MAP 14CILI63S ONLY STArE 10,AWTA,,NEo ROADS
oR i4kpcorAw 4op"ysrzm iioAos.
tiILEAGE.NOT ]MOWN 0,4 FvCt4rAGE ROADS.
IOAOS 5}40WN As OF • I
try To c=-WrT TcAo Numafts

.r
l�. NORTH CAROLINA DEPARTMENT OF
ENVIRONMENT AND NATURAL RESOURCES
1
...al, WINSTON—SALEM REGIONAL OFFICE
DIVISION OF LAND RESOURCES
LAND QUALITY SECTION
January 4, 1999
L13y
;'N'' JAMES B.HUNTJR. 1999
'.d'GOVERNOR
Vulcan Materials Company
.:r. Attention: J.R. Bryson ~�
PO Box 4239
Kr' Winston-Salem NC 27115
' w�v �rc�cvlrrx
u"s
SECRETARY
RE: Yadkin Quarry
Permit #99-06
. Yadkin County
Dear Mr. Bryson.
x , ; According to our records,the mining permit for the above referenced mine will expire
on December 6, 1999.
f
GS 74-52 provides that the permit may be renewed at any time during the two years
prior to its expiration- The procedure to be followed and standards to be applied in
renewing a permit shall be the same as those for issuing a permit.
To apply for permit renewal, you must complete Item Nos. 1-5 of the enclosed
' Renewal of Mining Permit Checklist (revised 8/'94). Also enclosed are two (2) copies of
' the mining permit application form for your use. Please be sure to indicate any changes in
the mining and/or reclamation plan. Four(4) copies of all requested information must be
forwarded to the Land Quality Section's Central Office at the address located on the cover
of the application form. All permits for unreclaimed sites should be renewed. If it is your
intent to reclaim and release this site, the renewal will not be necessary. If this is the case,
no further mining should be conducted and reclamation should begin immediately. It is
further requested that you notify this office in writing of your intent to reclaim and release
this site.
- r It is recommended that you submit the above information for renewal of your minima
permit at lea&"_days prior to the permit's expiration date in order to allow the
..y Department enough time to complete its review of your request before the permit expires.
i t
;xryi
i:W=y 585 WAUGHTOWN STREET,WINSTON SAI.EM, NORTH CAROLPNA 27107
PHONE [phone] FAX [phone] G31
rw-r+7t 1, AN EQUAL.OPPORTUNITY/APFIRMATIVE ACT10f!EMPLOYER-50% RECYCLED/10% POST-CONSUMER PAPER

- 4
-2-
Vulcan Materials Company
Yadkin Quarry/Permit 999-06
January 4, 1999
If you allow the permit to expire before submitting a request for renewal as per the above Checklist,
you must immediately cease mining on and after the expiration date and complete reclamation of the
site. Mining without a permit is subject to$5,000.00 per day civil penalty. After the expiration date,
approval of a new mining permit application will be required before mining may continue.
Thank you for your cooperation.
Sincerely,
Matthew E. Gantt, P.E.
Regional Engineer
MEG/grh
Enclosures: Renewal of Mining Permit Checklist
Two (2) Mining Permit Application forms
Fee Schedule
cc: Tracy Davis, P.E.; WSRO

CEIVED
V
North Carolina Department of Environment, Health, and Nat ]7n
Division of Land Resources, Land Quality Sec
MINE INSPECTION REP R
(PERMITTED MINE) QU
1. MINE NAME �� \�. ,r. �A��
3. OPERATOR i ,1 e^n. 4. COI IN
5. ADDRESS C.r), r,,-,c t-i ~G /._�1: �.,. C,I. ,XIC 4 It
6. Person (s) contacted at site --
7. Was mine operating at time of inspection ? []Yes Ex No 8. Pictures ? ❑Yes X No
9. Date last inspected:_4 / a / 9 'Z 10. Any mining since last inspection ? ? Yes No
11. Is the mine in compliance with the Operating Conditions of the Permit ? ©Yes ❑ No
If no, explain:
12. Is the mine in compliance with the Reclamation Conditions of the Permit ? Yes No
If no, explain:
13. Did any of the above deficiencies result in offsite damage ? MYes 0 No If yes, describe the type
and severity of the damage:
14. Corrective measures needed and 1 or taken: _ .
15. Other recommendations and comments:__:_�_.,{,,. y r �.. + p•f;
�r 4r/' ` AAA�'ri I.+,e _12.2r
16. Is the Annual Reclamation Report +1 - map accurate ? Yes No (Explain) ❑k Not Reviewed
17. Follow-up inspection needed ? ❑ Yes ® No Proposed date J I
18. No.of additional pages of Inspection Report _. 19. Copy of Report sent to operatorIl_7 / .
r e '/ (date)
INSPECTED BY .�., l�1y�: .o �r �r �:�i DATE: ;7 I -Z 1 O V
Phone No: ( 1 ) J - r
White copy to file Yellow copy to operator Pink copy to Mining Specialist
8l69

��CE1 J ED
UU11an
Materials Company -
AND (111�1�1l1' SEGZION
February 7 , 1992
Mr . Tracy E . Davis
N . C . D . E . H . N . R .
Land Quality Section
P . 0 . Box 27687
Ra.1.ei.g11 , North ('aroli.nZ 27611 •--7687
Dear Mr . Davis :
Attached is a copy of a site plan for our Yadkin Quarry
with the observation well locations indicated . Please
note , two wells were moved to accommodate possible future
pit expansion so they would not have to be replaced .
If you should have any questions , please do not hesitate
to call .
Sincerely ,
1`- "�''""4
Jim Stroud
Geologist
/ib
att .
MIDEAST DIVISION/P.O. BOX 4239 • WINSTON-SALEM, NORTH CAROLINA 27115-4239 • TELEPHONE [phone]

J
TEMP, D VERS N 0; C 1,1
1 '•v- 01TC W/ 3: f I E st.OPES �y
8 18- DEEP IF1.0 % 0`
HEAVILY WOODED
770 -AREA
QUARRY
PHASE III O
770 RIP RAP APR N
SLO s SE OETAI TEXT780 / 1 PHASE I I i 0
775.5 �� lr ULT1 ATE lOYR. QUARRY Li - . — QUARRY
\ -- t!5� / --- —
b R .� F CEO
1.6Cu T �
N l ; 90 sal
�} FLEMINC
RAMP
CRq 25 6UF_FEF
10 cbcGs�EEN 8EI
'SLOPES y \\ , +zTJ N
1 OAGf DE 1.:OF7
x57 ON£,;.OVER. ;+ / i ,1 lr cc, ,r
v£Nicut CEssR: \ 4 1•�
i so L-.0 :AR& \ +1� 1 V
5A E4 FiI 'y� ElQ y
Q.
r �' � ;:,• t•:� _.�- - :�-I-, •;"���' -;��:.�_ ��, , `. �
' l , ' ,yy� LaGA 16N r a LOCAT IOr
I :TEMP: 5£D IMENT:.TRAP o.f'3-F R �y L� LT II 1 AT E
`� l `135' .x . '15�A;--•PIT-_W/-...'• ,
AN 25"ROCK Ar " I G
�,��, f{ r' `.I �+�+•I/ .���+ ,+/'i' ''•+"yam ' ' '��, '� f, '• J� 11 'ice---•� \ • '
PO
R1P APR ,�'' t', �L1'�� 1 t lH gE� 4 R``S 0. N
SEE Q Al ;,T i;s 1' ,� UMA �• �© �'IO+HI ',btxM .A } EJT
! ID
LV y. 1
N P 13114,52
CLE 42.._ .l. •R
42 'f I E
7� =CU1 JEFTiO. �CULVE -EX
+-~ $GiiAPrtEyl''E�DNYC I"i~ _ �` , •Wt 1
E X T lll:V. }2 0 �__ - Ck}. V- i�T`tV =��7.• � Lt='ARI� 'r -�C
TE MX•1"� ,�ti;' i �2!•�
o ,
5••t$ SET• ,���+. ��.'' _ ���—'�-"_ •r'I I, VE_RT 05
P£ A r�T At!lvE1• .' '„� .� -•-, R :. -�Ex;. CULVERT N(
r anlaCcxAN wi3:is' r �I�[�fZL CH l` '' ! "~ 18'CMP;5EE. T
z TroM wloT p�EP, yr�lc r► 1N.71crials Co►11'p2ffy �/ CULVERT
ChANNEL S OPE,.25 X �'r• �/ I
j �� � t•-r ` I►ti�Jua9r aiv;si�,,. �!�¢OP �r'
I YADKIN c�uA - EL UER: SITE,,
bm
1
11EV.

1
North Carolina Department of Environment, Health, and Natural Resources,
Division of Land Resources, Land Quality Section i=, (I U 3
MINE INSPECTION REPORT LAND QUALITY SECTO
t! (PERMITTED MINE)
1. MINE NAME Aa I r,i (SZ,r,4,,^,,- / 2. MINING PERMIT#. I !"r ` Q
3. OPERATOR 4. COUNTY Y/1,9/E l../
5. ADDRESS_&.v 4 3-i rat- 3 . Ali I6- /lrrnl: fuss 1A1 LAIC 0
6. Person (s) contacted at site C.oz cr. ;- c e/-1c yz o v
7. Was mine operating at time of inspection ? ❑x Yes ❑ No 8. Pictures ? ❑Yes k No
9. Date last inspected: ( / /4 /10 10. Any mining since last inspection ? Q Yes ❑No
11. Is the mine in compliance with the Operating Conditions of the Permit ? 0 Yes ❑ No
If no, explain:
A ,�,.,a , T .! f313 f1�l6t,tsr
/Jis %= u c r 1 A/'A //i _/ r��! i<i e r I�l�i .-/J _ _.I A/
- --
�nY� Trr/AIDLJ /15 -Ti,1aA G /inc_f /je- Ke /' u (.1 445,vtc
)-O u a D cr c /'as L'fAz / `T O .7`.0 ff a "4 4tf a r C .S-r-/rrir-0-t. i - 1-4- Y
fJGCuC4CA /;ur- 1J.4 f 'g.j7-41Air4 Wo7//,..! ",7
12. Is the mine in compliance with the Reclamation Conditions of the Permit ? ❑x Yes ❑ No
If no, explain:
13. Did any of the above deficiencies result in oftsite damage ? ❑Yes M No If yes, describe the type
and severity of the damage:
14. Corrective measures needed and I or taken: 5'vr r 3 4, /41 .�l r, rr„.� , r, 4 /f y
Y 4t L C,i1 N r-- k i u i"C /le /1 r > :7 7 t' e`n!/1 I -r r OA)
C' n v7 //Uts suS4V 'Al fT.
15. Other recommendations and comments: �3. _.,,� ,/ /!. .,r_ li./ r- •,ao ; r o ,
16. Is the Annual Reclamation Report+/ - .map accurate ? ® Yes ❑ No (Explain) ❑ Not Reviewed
17. Follow-up inspection needed ? ❑ Yes M No Proposed date 1 I
18. No. of additional pages of Inspection Report b 19. Copy of Report sent to operator I lam.
(date)
INSPECTED BY: /� =J _r��- DATE:-. z . l 5 / /
Phone No: (jr ) gl/- - 700 `7
White copy to file Yellow copy to operator Pink copy to Mining Specialist
BJ69

I
N.C. Department of Environment, Health, and Natural Resources
Division of Land Resources, Land Quality Section
f Telephone Log
Date:
�_ I ZI�L Sheet
Time: e 30 (dam Call: Placed ❑ Received B-,-
Pm Returned ❑
'l.Project: V ICOW &?PP.tAl -- YQd1C-+.n, County: IA)
2.Conversation with: Telephone:
3. Af[iliadon:
4. Content of conversation: e EeA ,-�.Q ok E,..;,, 6?ooee..t( moo/
A)Qk-d_ _te bm, d6 . APe der ktd WW�446 L�•�••/�
Quad s ►e.: ' ! ;7 4d Babe a !GepQa�s /,o A Y�u�afi.r�
°��: 4�,e6Ia�s'f�.;�-��.yQa' ;�.��.Q✓,ae�r , �.L:-�7�1y��s� o� ;3'yd6� ,
tibw: arc bye: a�e�,o .c6/ w,L
�JO ..6e A4c rdG d0i A 11 V 5 ,fie
ut< who _ 6W o,)e i s A'Y-aoy 9� .
ins" 41 s OA.) -ram l�A4�•1. ....... _
r3
Y
On
Y SECTION
I
cc: __ 2LAIw 1 �. .. ._._.._._. Filed by: 6�.�,

r
North Carolina Department of Environment, Health, and Natural Resources,i; ! I ~�
Division of Land Resources, Land Quality Section
MINE INSPECTION REPORT 8 19 2
(PERMITTED MINE) LAND 0AL1 r c. IpN
1. MINE NAME 11MC_ V��;n Q�,/rr-,r 2. MINING PERMIT# — �G J
3. OPERATOR -41 u I_r �}i�+ +_ram'i [c` - Cr ._ 4. COUNTY
5. ADDRESS 116 x Ll.� f I5 1.(yk1: P'l,<
6. Person (s) contacted at site
7. Was mine operating at time of inspection ? ©Yes ❑ No 8. Pictures ? ❑Yes No
9. Date last inspected: 'F 1 ^1 l 1� ' 10. Any mining since last inspection ? 0 Yes ❑No
11. Is the mine in compliance with the Operating Conditions of the Permit ? ❑Yes No
If no explain: //��``
�]'r70i1 &/) 9..-
12. Is the mine in compliance with the Reclamation Conditions of the Permit ? ® Yes ❑ No
If no, explain:
13. Did any of the above deficiencies result in oftsite damage ? ❑Yes © No If yes, describe the type
and severity of the damage:
14. Corrective measures needed and-yh�or•taken:-U1.�s/r�//
G1,1 1 C t /V U• /' f �-` / �/
/'I,'tirl/f
.51, Gi"�i:r t'i.�a SA/J.� .G�/c.,,i t.._•CsI IE�.'" r f `�la.�'-
15. Other recommendations and comments:
!� -- MC A v.Y4 i) /9C710,10_/_-/.,iq4 is aGrSC �f��� //'C�C ry. /4-e 5 f5l,S
/ lv• f--'�U rn[� /.V��l ✓t'Q�i.�c ,�/�O/ GY GvT�7o� 4T,ar -/ Kli�1 Ski,i1 G'{•�c. •��.
16. Is the Annual Reclamation Report +/ - map accurate ? ® Yes ❑ No (Explain) ❑ Not Reviewed
17. Follow-up inspection needed ? 0;Yes ❑ No Proposed date 1 l_12
18. No. of additional pages of Inspection Report 19. Copy of Report sent to operator 6^ / 4 /
�� _ (date)
INSPECTED B'Y-7'�" t:..J�.. �., -�/` DATE: 1 1 Cl
Phone No: f rf o 7
White copy to file Yellow copy to operator Pink copy to Mining Specialist
8J89

- RECEIVED
North Carolina Department of Environment, Health, and Natural Resources, APR 7 y 199
11
Division of Land Resources, Land Quality Section
MINE INSPECTION REPORT LAND �l�a��rY SEC !ON
(PERMITTED MINE)
1. MINE NAME 41F1A1 �_ �u jirl e y' 2. MINING PERMIT# �a
& OPERATOR H,+ rr�t id c S Co. 4. COUNTY_ _ �/J tc/.✓
5. ADDRESS 7-y ¢2-39 , W-S , U a Z7 X-4.,O .ln/
6. Person (s) contacted at site ---
7. Was mine operating at time of inspection ? ,��;1 X[]Yes ❑ No 8. Pictures ? []Yes No
9. Date last inspected: 3 //6 / VO 10. Any mining since last inspection ? 6.e'11'"11Q Yes ❑No
11. Is the mine in compliance with the Operating Conditions of the Permit ? ❑Yes Q No
If no, explain:: !
-"" -r'i rJogaRARV 5-!41/11.N7- T"A.O 6r c u&J Cu/_r/L r ` / A/01—
J•asThcL_z/Q.
i /7 Pa RAC A/ .rc 111r4 t.0-- ?:('tt 1iy 4 0 r.J C u 4. V t 4 7- =7f n -r-
�•�s rrt L [/) Sa A-7
40/7-e /1s
12. Is the mine in compliance with the Reclamation Conditions of the Permit ? R'Yes ❑ No
If no, explain:
13. Did any of the above deficiencies result in ollsite damage ? ©Yes ❑ No It yes, describe the type
and severity of the damage: 511 G1i r v-!5 r•r-/ 1.v 7-6 - 0 0 op 5_
14. Corrective measures needed and-/ror•taken: /- Z.,j s t- 41-L /`r/.4 su.?e S A C
6 k >7�P�o t/r 4 �GAn� fir- Sc ca uc,y c E . f5...+ N.ti .•J 3-/!�- u T,/s,v )
Z- S-7-40tt 1Ze S4n10c 5 1//VA /�/-;—Z 4 /NG ! /! S SOUAI _ 4-T 10CbS51,dT&L1'
114.10 61/(9,< C 110'7- 0447'/11.0 �'C T S /n/ • ( S,f M, ,45 /N Y-/Cv- & -S.4�
3 - 1.1_r_,CIG L S-ry yL.0 CewlsY,oe d[-7-/ rJ IV /'�/Y-R A Vc L �1C�7r d7—
.T-rI4 7--- .2 o n D .
15. Other recommendations and comments: /"!ty Jv K, A g r/owl v pi e,
o P c.R t y Ka A4 zA O QJi-7-,A St Arm e Aj—r C OAJ"r R a L
/I,0"0ota AL j
16. Is the Annual Reclamation Report+/ - map accurate ? ❑ Yes ❑No (Explain) Not Reviewed
17. Follow-up inspection needed ? Yes ❑ No Proposed date1
18. No�,of additional pages of
of Inspection Report_ 19. Copy of Report sent to operator
INSPECTED BY: DATE: 4/ / 1 7 (date) 0
Phone No: (7(7 ) 76 _ T 55-1
White copy to file Yellow oopy to operator Pink copy to Mining Specialist
8l89

j RECEIVED
North Carolina Department of Environment, Health, and Natural Resources,
Division of Land Resources, Land Quality Section LAND 41tv SECT ON
MINE INSPECTION REPORT
(PERMITTED MINE) q
1. MINE NAME Y,4,011e'
Al ! Xr./AC,4 / 2. MINING PERMIT#_ _ /p 0
3. OPERATOR (1 vt c. c 4V /,,l4•rt.e ,4 t S rr, . 4. COUNTY
5. ADDRESS ISoX 4Z39 r._I-S,. AI C .Z7//.S" /I-rtok) : 7—lfl !r',VoP/-' .. _ _..._
6. Person (s) contacted at site T/r! AA.)aRx CT. Al L.
7. Was mine operating at time of inspection ? ❑Yes © No 8. Pictures ? Yes No
9. Date last inspected:4l 17 / 'F(2_ 10. Any mining since last inspection ?6,1111** Q Yes ❑No
11, Is the mine in compliance with the Operating Conditions of the Permit ? Q Yes ❑ No
If no, explain:
12. is the mine in compliance with the Reclamation Conditions of the Permit? [E Yes E] No
If no, explain:
13. Did any of the above deficiencies result in offsite damage ? Yes 0 No If yes, describe the type
'and severity of the damage:
14. Corrective measures needed and.bor-taken: �C'/1194-0/2 ,D.rc// �.�a__CW,4,V v e 4. 7-^2;-iwcG.ar o vS
/1 S 104/' 11A0Xo,1,Cg9 �,O_An/ . '//i4 .o,ac r,,e r i ef Z- 4./1 <evEM T
LeeiloAl 44-o,u4 S14,r c of /el",4.od IlMe &JrLI- Z.e-6U.J 4Jd7`4% o f/-VLJ
/AJ7'n C,14,v�v!I-S AS r2k S J x_d-
15. Other recommendations and comments:_ S, r' o V eXAf/-4
(V 6 1�44,^j 6 Sn /1 5 De;oeec r �i.ae.� Yo Ccn�r/.nt-L C�J +C"rG G.�s[ �o..v S�
ME 2L ., L azi //.Coeex,/ _/. Z4,deg- Avd Aedyi,04AI , 7 z7lTT Ale,yts
:[7416114_�Ze.4 W)/'e,94 S7OIV!L4 5f11,1yI&.d7- Ca,uT,tot S
16. Is the Annual Reclamation Report f/ - map accurate ? ❑ Yes No (Explain) Not Reviewed
17. Follow-up inspection needed ? ❑ Yes No Proposed date 1 I
18. No. of additional pages.of Inspection Report _. 19. Copy of Report sent to operator 6 1�t .
-. . (date)
INSPECTED BY: �Pyy�./.�lr^'''r� DATE: c_.o 1 / `= 1 90
Phone No: (7/1 ) 7 6/ ' Z Cl
White copy to file Yellow dopy to operator Pink copy to Mining Specialist
stag

RECEIVED
North Carolina Department of Environment, Health, and Natural Resour R 2 01990
Division of Land Resources; Land Quality Section
MINE INSPECTION REPORT LANP MIALITY SECTION
� / } (PERMITTED MINE)
1. MINE NAME Y/14t'.,d �r Ad 9/ 2. MINING PERMIT# 9 5' 0.6
3. OPERATOR /i+Gca,✓ 14,f­r e..#z-5 e"o 4. COUNTY `/A .�/,✓
5. ADDRESS /- 0. 6,y 4 2:5 1 /J,N.sh C 771//
6. Person (s) contacted at site -r/rr '1rAiool
7. Was mine operating at time of inspection ? ❑u Yes ❑ No 8. Pictures ? Q Yes No
9. Date last inspected: "cif I r�IPr.��a�10. Any mining since last inspection ? ^'111 [:]Yes ❑No
11. Is the mine in compliance with the Operating Conditions of the Permit ? ❑Yes © No
If no, explain:
I/ r o 4-4 7'/anJ v/" rantD/r*/0.4 44� ff"C
-T.[ r�/>ojeAC/ <0 11. 11F•.✓r TA^rr A0 No. / /1/ /„r <, jW /51 -r e fit
/tT.l d1 7 S /1f�ri<o C � Se w/,`e r,v-r Ti_^A P.5 /l t n nl & - A !C e! .s S /e r.,4 d ^.!A 7-
L ^j c f rt t 4- /,4 /!/oQly d Ve /l l'/ A nl 4.1010 e',lwJ C_Y.'.W C T,v rt/ !�I'2 u !sJ4 e-
- .
12.- Is the mine in compliance with the Reclamation Conditions of the Permit ? �,Yes ❑ No
If no, explain:
13. Did any of the above deficiencies result in oiisite damage ? ❑Yes [B No If yes, describe the type
and severity of the damage: Nv S/1,Av/f-e e .4.1/T .P,,'...//-4 4 L. VW r-• j ,J .v/#01-
Di5 ruQ�c o /Irc .a s .
14..Corrective measures needed and-/or-taken-_rU / �Ar/c / l,, sT�4 c c A c 1- S1.o.r)r,V r-
C o of-TIC'o 4. S !SA-4 A An/ st d SE D u e O/C C
(2� _1e4161.0,e4 S/G/3 - P,a4eA.( 4.j'0 fAJrrAGL / ,w,LZS aw! C/s,ft/04/ rt.e7
SLo'00L 5 XA14 /I/ -re A-1L r^iz5 �)m.5 .r If S Soo..I_-_ !JS 'e�ss"'d L A .
15. Other recommendations and comments: / 4.4, 6 z- SE o/r, e Aj-r
/l rAJ 4 CS X'4 O e- Aw A oA7 z c S c o/f c s / 5 /,e.,v ,.v r.y./.,., f,0.
16. Is the Annual Reclamation Report +/ - map accurate ? Q Yes ❑No (Explain) ❑ Not Reviewed
17. Fallow-up inspection needed ? 0 Yes ❑ No Proposed date 4/ /S/ 70
18. No. of additional pages.of Inspection Report 19. Copy of Report sent to.operator -3 1 1 O .
(dale
INSPECTED BY;. DATE: 10
Phone No:(`]/?)
White copy to file Yellow copy to operator Pink copy to Mining Specialist
arse