19980592 Ver 1_COMPLETE FILE_19980701

WILLIAM L. HOPPER
N. KYLE HICKS
FRANK W. FOLGER
TELEPHONE [phone]
FACSIMILE 919-693-9938
,)AN 2 U IM
W1 U fUN
TER 0 ALItY"SECTUP
P. E. VIA FAX #[phone]
of Environment
Raleigh, North Carolina 27607
-0 Q )-1 J January 18, 1999
0,
J. A. Preston Howard, Jr.,
North Carolina Department
And Natural Resources
Division of Water Quality
Wetlands/401 Unit
4401 Reedy Creek Road
Re: Carolina Sunrock Corporation
Notice of Jurisdictional Wet-
lands and Waters/Vance
County, NC
Dear Mr. Howard:
In accordance with the terms and conditions of the approval of
the 401 Water Quality Certification, and additional conditions
set forth in that certain letter from you dated August 24, 1998
to Mr. Danny Mattfield, Carolina Sunrock Corporation, we enclose
a copy of the Notice filed with the Register of Deeds of Vance
County giving notice that all or a portion of the property, the
subject of the permit, may be subject to jurisdictional wetlands
and waters.
Sincerely,

William L. Hopper
WLH/j t
Enclosure
Cc: Paul Wendler, Carolina Sunrock Corporation

LAW OFFICES OF
HOPPER & HICKS, LLP
P.O. Box 247, 111 GILLUM ST.
?eao
OXFORD, NORTH CAROLINA 27565
{ A0001248.DOC}
It.
VANCE COUNTY
NORTH CAROLINA
NOTICE OF JURISDICTIONAL WETLANDS AND WATERS
All persons please take notice that all or a portion
? mow,
a?
A,
a
of the property described below, owned or leased by
Carolina Sunrock Corporation, Rock Resources, LLC, or Bryan
Pfohl, P. 0. Box 25, Butner, North Carolina, 27509-0025,
and which is, or will be, utilized for quarry development,
does or may contain jurisdictional wetlands and waters
subject to pertinent law, rules and regulations of the
North Carolina Department of Environment and Natural
Resources, or the "Corps of Engineers", to wit: situated in
Vance County, Kittrell Township, North Carolina and thus
described:
SEE ADDENDUM "A" ATTACHED HERETO AND INCORPORATED
HEREIN BY REFERENCE AS IF IT WERE A PART HEREOF.
IN WITNESS WHEREOF, this Notice of Jurisdictional
Wetlands and Waters is filed with the Register of Deeds of
Vance County, this the /C? day of u , 1999.
William L. Hopper
Attorney For Carolina Sunrock
Corporation, Rock Resources, LLC
And Bryan Pfohl
(A0001247.D0C) 1
HOPPER & HICKS, LLP • 111 GILLIAM ST • P.O. BOX 247 • OXFORD, NORTH CAROLINA 27565 • 919-693-8161
STATE OF NORTH CAROLINA
COUNTY OF GRANVILLE
I, Joanne H. Tippett, a Notary Public of the county and
state aforesaid, do hereby certify that on this day
personally appeared before me, William L. Hopper, Attorney
for Carolina Sunrock Corporation, Rock Resources, LLC and
Bryan Pfohl, signer and sealer of the foregoing and hereto
annexed instrument and acknowledged the due execution of the
same for the purposes therein set forth.
Witness my hand and notarial seal this the 18th day- of
January, 1999.
tary Public
My commission expires: D7-4Y- 9C7 ?
NG• H. T/px?"'
V?C^A?
i
q
6 C
{A0001247.DOC) 2
HOPPER & HICKS, LLP • 111 GILLIAM ST. • P.O. BOX 247 • OXFORD, NORTH CAROLINA 27565 • 919-693-8161
r+„d
Investors Title I° 1 c. z
C arc-1 Hill, iNo_th Carolina
page =-oi Sched. =-"--.(Continued) °ol. No.
A?az )/
crap any
That certain lot or parcel of land lying and be_na situated in
Kittrell Township, Vance County, Norvh Carolina and more
particularly described as -follows:
BEGIN at a new iron spike, which said new iron spike is
located in the centerline of S.R. -r1552 S. 43° 47' 54" W. 2010.53
feet -from an existing pk nail located at the centerline
intersection o-f S.R. ?15S2 and S.R. n=557.
From said new iron spike, the point and place of beginning,
thence proceed the following courses and distances: S. 480 15' 31"
W. 250.00 -feet to a point; S. 480 15' 31" W. 21.14 feet to a pk
nail; S. 420 41' 1411 W. 98.21 -feet to a pk nail; S. 390 16' 43" W.
98.24 feet to a pk nail; S. 310 06' 20" W. 75.00 feet to a pk nar.l;
S. 230 43' 32" W. 60.71 =bet to a nk nail; S. 190 57' 21" W. 94.74
feet to a pk nail; S. 26' 17' 25" W. 81.02 -feet tc a nk nail; S.
430 56' 49" W. 7.2.69 feet to a pk nail; S. 65° 55' 21" W. 85.49
feet to a pk nail S_ 750 04' _7" W. 811.39 feet to a pk nai S.
690 15' 16" W. 63.47 feet to a pk nail; S. 531 37' 05" W. 65.59
feet to a pk nail; S_ 360 07' 52" W. 62.18 feet to a pk nail; S.
2111 58' 51" W. 5::.53 f eet to a bk nail; S. 06° 22' 13" W. 53.69
feet to a pk nail; S. 010 2"1" 40' E_ 109.21 Feet to a pk na4-1; S.
180 44' 461 W. 80.22 feet to a pk nail; S. 411 18' 36" W. 102.30
feet to a ck nail; S. 560 41' 08" W. 61.42 'feet to a pk nail; S.
G7 02- 38 (rv. 382.74 feet tc exist: iron LL:;T[i _Sa_
ex_sti ng iron pipe, thence proceed along the common boundary of the
property herein described with the property now or formerly of Rosa
Pulley (Plat Book "U", Page 186) N. 72° 42' 22" W. 343.51 feet to
an existing iron pipe; from said existing iron pipe thence proceed
along the right-ef-way of Seaboard Coastline Railroad the fcllcwi.nc
courses and distances: N. 080 10" E. 220.75 -feet to a point; N.
06° 35' 04" ?. 208.35 feet to a point; N. 030 27' 36" 198.06
feet to a point; N. 00° 19' 02" W. 214.05 feet to a point; N. 030
54' 1411" W. 142.32 feet to a point; N. 06° 44' 44" W. 162.81 feet to
a -ccint; N. 090 03' 07" W. 159.84 feet to ail existing iron Dine;
thence proceed along the common boundary cf the property herein
described with the property now er formerly of Jesse W. Chappell,
Jr. (Deed Book 704, Page 743, Plat Book "U", Page 134) N. 830 30'
OD" 1489.80 =eet through an existing iron pipe to a new iron
spike, the point and place of beginning, containing 25.53 acres and
being designated as tracts one and two as shown on survey entitled
"Survey fer Bruce W. McPherson a_nd "'racy T. McPherson, dated March
30, 1993, pre-cared by Cawzher_le & Associates, Registered Land
Surveyors, 5.A. . Reference i s made to the aforementioned plat for
more particular location and descriction.
ORIGINAL
Fo-,,.:70. SIC-lOba
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Date Time O PM
WHILE YOU w RE OUT
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Phone Numbers [Telephoned
Office 5-1-5 - `4 5?©,7, [YPlease call
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Voicemail - ? Returned your call
FAX ? Called to see you
Pager ? Wants to see you
Mobile_ ? Will call again
e-mail ? URGENT
Message
rf L AMPAD Operator Reorder
NtnV EFFICIENCY* 423-000
Ck Investors Title Insurance Company
A Stock Company
® Chapel Hill, North Carolina 11
Psre 2 of Sched. ? (Continued) Pol. No.
Situated in Kitt=ell Township, Vance County, North Carolina, on the east
side of S.R. 1552 and thus described:
For a point and place of beginning from N.c.o.s. Monument "Red" Metric
N.A.D.83 N = 266,955.527, E = 658,792,549, run N. 240 26' 38" E.
11,467.702 feet to the furthermost northern point of the tract here Ln
described, at an iron pin set in the centerline of S.R. 1552, the point
and place of beginning; thence S. 280 51' 15" E. 1,164.22 feet aler_c the
line of the now or formerly Cecile M. Brown property (see Deed 'cok 406,
page 440) to an existing iron pin; thence continuing S_ 0711 37' 44" E
691.51 feet to an iron pin; thence S. 090 40' 2111 E. 599.00 feet to an
iron pin; thence S. 070 37' 05" W. 963.00 feet to an iron pin; thence S.
11° 08' 541' W. 110.63 feet to an 4 non pin in the northwest corner of, the
line of the now or formerly James E. Cole Property (Deed Bock 406, page
440, and Estate File 9'4-E-2) ; thence S. 110 08' S4" W. 589.37 feet to an
iron pin; thence S. 080 O1' 24" W. 214.19 feet to an iron pin; thence S.
150 29' 37" W. 834.36 feet to an iron pin in the line of the now or
formerly Cecile M: Brown property (see Deed Book 279, page 181, and Deed
Bock 406, page 440); thence S. 150 29' 3711 W. 1,304.34 feet to an iron
pin set in the bank of the Tar River; thence S. 680 52' 13" W. 1,331.55
feet to - iron pin set in the bank of the river (Note that the
centerline of the river is the property line) ; thence N. 680 52' 13" W.
1,331.55 feet to an iron pin in the hank of the river, a corner in the
line of the now or formerly Jimmy D. and Tommy T. Pulley property;
thence N. 07° 41' 41" E. 3,069.58 feet along the line of the now or
formerly Jimmy D. and Tommy T. Pulley property (se-e Deed Book 695, page
449) to an existing iron pin; thence N. 7811 031-0911 W. 936.93 feet to an
existing iron pin; thence N. 21° 14' 37" E. 153.95 feet to a point in
the centerline of N.C.S.R. 1552; thence along the centerline of N.C.S.R.
1552 N_ 440 30' 45" E. 110.52 feet to a point; thence- N. 20° 57' 40" E.
133.02 feet to a point; thence N..050 00' O1" W. 110.57 feet to a point;
thence N. 100 10' 52" E. 106.43 feet to a point; thence N. 38" 05' 47"
E. 105.60 feet to a point; thence N. 630 04' 57" E. 106.28 feet to a
point; thence N. 66° 02' OS" E. 106.77 feet to a point; thence N. 5211
06' 0111 E. 54.88 feet to a point; thence N. 301 54' 14" E. 90.76 feet to
a point; thence N. 140 05' 58" E. 140.92 feet to a point; thence N. 211
08' 58" E. 100 feet to a point; thence N. 320 57' 58" E. 100 feet to a
point; thence N. 360 14' 45" E. 131.48 feet to an iron pin in the
centerline of S.R. 1552 in the southwest corner of the Nancy C.
Dickerson property; thence Nancy C. Dickerson's line N. 880 33' 58" E.
427.53 feet to an existing, iron pin; thence N. 090 39' 4211 E. 279.98
feet to an existinc iron pin; thence S. 880 35' 19" W. 216.46 feet to a
paint in the centerline of N.C.S.R. 1552; thence along the centerline of
N.C.S.R. 1552 N. 410 51' 11" E. 715.94 feet to an iron pin; thence N.
420 50' 06" E. 561.74 feet to the point and place of beginning,
containing 212.4521 acres, more or less, according to the map and survey
of James R. Wilson, R.L.S., dazed November 15, 1995. For further
reference see Deed Book 281, page 551, and Deed Book 383, page 88, of
the Vance County North Carolina Registry.
ORIGINAL
Form No. NC-1055

Y?
7 2
EXHIBIT A
BEING all of that property described in Deed Book 279, Page 177, Vance County Registry,
save and except that certain property lying to the west of the Seaboard Coastline Railroad and that
certain real property conveyed to Seaboard Coastline Railroad Company as shown on deed recorded
in Book 473, Page 102, Vance County Registry and also that portion of property within the right of
way of SR 1552.

Initial
Initial
Initial
20

011118/99 MON 14:31 F.kX. 1 919 693 9938
WILLIAM I.. UOPPER
N. Ryu Hiom
FRANx W. FoLcER
January 19, 1999
J. A. Preston Howard, Jr., P.E. VIA FAX #[phone]
North Carolina Department of Environment
And Natural Resources
Division of Water Quality
Wetlands/401 Unit
4401 Reedy Creek Road
Raleigh, North Carolina 27607
16 001
TMEPITONE 819493.8161
FACBAMILE 919.693.9948

Re- Carolina Sunrock Corporation
Notice of Jurisdictional Wet-
lands and Waters/Vance
County, NC
Dear Mr. Howard:
In accordance with the -?erms and conditions of the approval of
the 401 Water Quality Certification, and additional conditions
set forth in that certain letter from you dated August 24, 1998
to Mr. Danny Mattfield, Carolina, Sunrock Corporation, we enclose
a copy of the Notice filed with the Register of Deeds of Vance
County giving notice that all or a portion of the property, the
subject of the permit, may be subject to jurisdictional :wetlands
and waters.
Sincerely,

William L. Hopper
WLH/jt
Enclosure
Cc: Paul Wendler,
Carolina Sunrock Corporation
HOPPER & HICKS LLP
LAW OFFrCES OF
HOPPER & HICKS, LLP
P.O. Box 247. 111 GTLLLtM ST.
OXFORD, NORTH CARoim4A 27565
{A000124DOC}
01/18/99 MON 14:31 FAX [phone] HOPPER & HICKS LLP Z002
VANCE COUNTY
NORTH CAROLINA
NOTICE OF JJRISDICTTON.AL WETLANDS AND WATERS
All persons please take notice that all or a portion
>L
a?
Of the property described below, owned or leased by
Carolina Sunrock Corporation, Rock Resources, LLC, or Bryan
Ptohl, P. 0. Box 25, Butner, North Carolina, 27509-0025,
and which is, or will be, utilized for quarry development,
does or may contain jurisdictionai wetlands and waters
subject to pertinent ,law, rules and regulationn of the
North Carolina Department of Environment and Natural
Resources, or the "Corps of Engineers", to wit: situated in
Vance County, Kittrell Township, North Carolina and thus
described:
SEE ADDENDUM "A" ATTACHED HERETO AND INCORPORATED
HEREIN BY REFERENCE AS IF IT WERE A FART HEREOF.
IN WITNESS WHEREOF, this Notice of Jurisdictional
Wetlands and Waters is filed with the Register of Deeds of
Vance County, this the -LS'day of 1999•
William L. Hopper
Attorney For Carolina Sunrock
Corporation, Rock Resources, LLC
And Bryan Pfohl
.Ao001247-acct 1
HOPPER & HICKS, LLP • 111 GILLIAM ST. • P.Q. SOK 247 • OXFORD, NORTH CAROLINA 27505 - 919-893-8161
01/11/99 MON 14:31 F.+A 1 919 693 9938 HOPPER & HICKS LLP R003
STATE OF NORTH CAROLINA
COUNTY OF GRANVILLE
I, Joanne H. Tippett, a Notary Public of the county and
state aforesaid, do hereby certify that on this :day
personally appeared before me, William L. Hopper, Attorney
for Carolina Sunrock Corporation,, Rock Resources, LL,C and
2ryan Pfohl, signer and Staler of the foregoing ar_d hereto
annexed instrument and acknowledged the clue execution of the
same for the purposes therein set forth.
Witness my hand and notarial sea! this the 19?_h day. of
January, 1999.
r
tary Public
My commission expires: 477-04-
3
ARC'
? Km = r
oc'
46
{AC071247.00C} 2
HOPPFR$ W00, LLP • 111 GILLIAM ST. • P.p, 0OX 20.7 • WORD, NORTH CAROLINA 97555 • 919-693 161
01/18/99 MON 14:31 FAX [phone] HOPPER & HICKS LLP 111004
i IT, 14??V,4m
C_ sle'Rccu'any
r. .1
Cl;apel Hill, .fit-nth Carolina s-?crz?
F'sA2 Of SChed. L'---IContinuedl Fol. No. y L?4^G
That certain lot Or paxcel cf land ? y:. g and bei g situated i n
Kittxel l Towzishit0, VS :ce County, North Ca :-olina G.nd mo,t
particularly described as follows:
nEGZN at a new iron sp;ke, which said new -non a-01, ke is
locatiad in the centerline o= s.R_ X1552 S. 430 47' 54" W, 2010.53
=eat From an, existing pk nail located Q- -Ile ce__jte=l4;j1
=ntersection of S.R. 41552 and S_R. "91557.
From said new iron spike, the point and place of beg-nn_ng,
thence proceed. the following courses and distances., S_ 480 1.51 3111
W. 250.00 feet to a point; S, d8° 15' 31" W. ?Z.14 feet to a u%
nail; S. 420 41' 141 W. 98.21 feet to a rk na S. 390 -61 4.111
W.
98.24 1°et to a pk nail; S. 31° 06' '70" W. 75.00 feet to a pk na' l;
S. z" 43' 32" W. 60.71 feet to a pk na_l; S. 19° 37' 21" W. 9,.74
feet to a pk nail; s. 26° 17' 25"•W. 81,02 feet to a tk nail; S.
4?° 56' 49" R_ 7.2.69 feet tc a pas nail; S. 6S- 55' 21" W. 85.49
feet to a pk nail; S. 750 04' L711 W. 81.39 feet to a pk Tlz il, S-
650 15' 16" 'N_ 68.47 feet to a pk nail; .q,. 530 37' 05" W. 65.49
feet to a pk nail; S_ 360 071 52" W. E,,,.18 feet to a pk r-ail; S.
210 58' 51" W. 51-53 fees to a 10k nail; S. 06° 22' 13" W. 53.65
zeet to a Pk Aail; S. 010 21" 40' S_ 109.21 feet to r? pk zLa.ia.; S-
ISQ 44' A6" W. 80.2.2 feet --o a pk nail; S. 410 181 3s11 W102.20
feet to a bk Lail; S. 55' 41' QS" "K. 61.42 feet to a pk nail; S.
27'' VZ' 38" W. 382.74 fact zc zin e isti -g -iron 'DZue; zrom sa-'Ld
existing Lr. uu pipe, thence proceed along the common boundary of the
property herea_n described with the prape;?ty =low or =Qrmezly of Rosa
?u11ey (Plat Book Page 184) N. 720 421 ?Zll W. 343.51 feat to
an exisLwng irozl pipe; frum said existir.g iron pipe thence proceed
along the right-of-way of Seaboard Coastline Railroad the following
eauz-ses aad ::,stakes: N. 080 11' 10" E_ 220.75 Feet to a point; N.
060 3S'. 04" 208.35 feet to ck pojilt; N. 03.° 27' 36" Zr". 199.06
feet to a point; N. CC° 19' 02" W, 214.05 feet to a poiz=; N. 020
501 14r W. 142,32 feet to a pciut; N. 060 441 4411 W. 162.81 feet to
a t0oint; AI'. 09° 03' 07" W. 159.84 feet to an, existing i;on nine;
thence proceed along the commor_ boundary C% the property herein
dmn=ibed with the grope„ ty ?-.ow or =or-merly oz ?7eesa W. Chappell,
Jr. (Deed Bcok 704, PaSe 743, Plat Body "J", Page 134) N. 830 30'
00" E_ 1489.80 feet thr0ag-'1 oIi existing ,_ran pipe to a new iron
snike, the point and place of begizanin.g, containing 25.53 acres and
being designated a5 tracts ara and two as shown on su_YVey entitled
"Suzyey for Bruce W. MCP Cason axles Tracy T. McPhersgrx, dated Marckz
30, --993, prepared by Cawchnrne F. %,-sociat ag, Reg_.ntared Land
Surveyors, P.A.. e`exence is made to the afQrementicned plat Zor
more particular locat;cn and desC_iution.
ORIGINAL
For _79, NC-105a
01;18/99 MON 14:32 FAX [phone] HOPPER & HICKS LLP . 0005
r Investors Title Insurance Com any
A atoo-k Company
Chapel Hill, North Caroiin2
PRO ? oc S46d. A (Continued) ?01, No.
Situated in Kitt=tll Tawr$hi0, Vauice County, Noxth Carvlin.a, on the east
Side of S.R_ 1552 and thus described!
Far a point: and place oT begi--jairig from N_C.G_5. Manulnetat "Redlf Metric
N.A_.D.83 N = 266,955.527, ti - 658,'792.54.9, rM N. 74c ?6' 3Qi? E.
11, 467, 702 feet to the illxttex-most northern paint of the tract herai-'a
desexihed, at an Iran pim set in the ca>,terl='_ of c,R. 1552, the point
an,d place or beginning; ther_ce S. 28° 51s 1.5" F.,. 1,164.22 feet alone the
line of the now or f irmerly Cecile M. gown propert:,y (see Deed ;200?, 406'
page 440) to an existing irazZ pin,; thence continu-1-ug S. 071, 37' 44° E,
691_51 feet to an i=on pint; thence S. 091, 40' 211, E. 599.00 feet to a=
ixoa pi xi; thence S. 079 37' 05'' W. 563.00 feet to an iron pim; thence S.
11° 08' S4Ir W. 110 feet to an ixon pin in the rnor:hwest comer of the
I line of the raw ex formerly James E. Cola Property (Deed Book S06, Page
f 440, and Estate File 9a-E-2); thence S. 119 081 5411 w, 589.37 Eae4 to em
iron pir; thence S. 080 01' 24" W. 214.19 feet to an iron pin ; thence S.
150 29' 37" W. 834.36 ;eet to ar. iron pii% in the iiiie of the row or
f0=ex1y Cecile Mr 3r0wn p,0pe3;4x (see Deed Book 2'79, page 1.81, and Deed
Book 406, page 440) ; thence s_ i51, 25!, 37" W. 1,304.34 'eet'to an ?.non
pin set isi the banks of the Tar R_ver; thence S_ 68 a 53' 131, W. 1,331.55
feat t0 an iron pin se= in the bark of the river (Note that the
certerl-e of the river zs the property line); thence N. 68° 52' 13" W,
1, 331.5S feet to an ,=on pen in the bank of the rive=, a cc---,Ier iza the
line of the now or formerly Jimmy D. and Tommy T. Pulley property;
thence N. 07° 41' 41" E. 3,C69,58 feet along the line of the r_ow 0x7
formerly 7'umy D. and Tommy T. Pulley property (see Deed Book 695, page
449) to an existing ;ron pin; thence -7. 78° 03' • 09" W. 936.93 feet to an
existing fro= pi.nj thence N. 21° 14' 37" E. 153:95 feet to a poi=-t in
the centerline of X-C.S_R_ 1552; thence along thit centerline c_ N.C,S.R.
1552 N. a4° 30' 4511 E. 1.1,0. 52, feet tc a paint; thence N. 20° S7' 4011 E.
133. 02 feet to a paint; thence N., 051, 00' 01" W. 1!C.51 feet tc a point;
thence N. 100 10' 52" E. 106.43 feet to a pownt; thence N. 380 05' 47"
E. 105_0-0 feet to a point; thence N. 639 04' 57" E. 106.28 =eet to a
point; thence N. 660 02' OS° E. 105.77 feet to a poLut; the_2,ce N. 520"
06' 01" E. 54.88 Feet to a point; thence N. 3.0° 54' 2-4-11 E. 90.76 feet to
a point; thence N. 14° 05' 5E" E. 140.92 feet to a point; thence V_ 211,
08' 58" E. 100 feet to a point; thence N. 32° 571 58" E. 100 feet, to a
point thence N', 3611 14' 4.5" E. 131.48 feet to an iron pi:m in the
canterline of S.R_ 2552 in the southwest corner of the -Nancy C.
Dickerson property; thence Ndxtcy C. nickersan's line N. 886'33' 98 E.
427.53 neat Co an existingr. ,iron pin; thence N. 090 39' 421T E. 279.98
feet Go an existing iron Tin; thence S. 8d° 35' 19" W. 216.46 feet to a
port ix, the centerline of N. C. 5 . R. 1.552 ; thence along the centerline of
N.C.S.R. 1552 N_ .41' $7.' 11" E- 71.5_94 feet to ap, irozi pin; thence 17-
42° 50' 06" E. 561.74 feet to the taint and place of beginx%"U,
conta.xning 212.4521 ac=es, more o- less, according tc the nap and su*vey
of James R. Wilson, R.L.S., dated November 15, 1995. For -further
refaY'emce see Deed Boom 251, pace 551, amd Deed Boob 3e2, page 88, of
the Vance County North Carolina Ragi_--exy.
ORIGINAL
Fom Na Naiou
011118/99 MON 14:32 FAX [phone] HOPPER & HICKS LLP IM006
FI i r?312
l?
EXI4IBIT A
BEING all of that property described in Deed Book 279, Page 177, Vance County Registry,
.save . and exc g that certain property ying to the west of the Seaboard Coastline Railroad and that
certain real property conveyed to Seaboard Coastline Railroad Company as shown on decd recorded
in Book 473, Page 102, Vance County Registry and also that portion of property within the right of
way of SR 1552.

I
initial,
Initial ( 2Q
State of North Carolina
Department of Environment
and Natural Resources
Division of Water Quality
James B. Hunt, Jr., Governor
Wayne McDevitt, Secretary
A. Preston Howard, Jr., P.E., Director
AWN
NC ENR
NORTH CAROLINA DEPARTMENT OF
ENVIRONMENT AND NATURAL RESOURCES
August 24, 1998
Vance County
DWQ Project # 980592
APPROVAL of 401 Water Quality Certification and ADDITIONAL CONDITIONS
Mr. Danny Mattfield
Carolina Sunrock Corp.
PO Box 25
Butner, NC 27509-0025
Dear Mr. Mattfield:
You have our approval, in accordance with the attached conditions and those listed below, to place
fill material for the purpose of quarry development at Southern Vance County Quarry, as you described in
your application dated June 30, 1998. After reviewing your application, we have decided that this fill is
covered by General Water Quality Certification Number 3108. This certification allows you to use
Nationwide Permit Number 26 when the Corps of Engineers issues it. In addition, you should get any
other federal, state or local permits before you go ahead with your project including (but not limited to)
Sediment and Erosion Control, Coastal Stormwater, Non-Discharge and Water Supply Watershed
regulations. This approval will expire when the accompanying 404 or CAMA permit expires unless
otherwise specified in the General Certification.
This approval is only valid for the purpose and design that you described in your new application except
as modified below. If you change your project, you must notify us and send us a new application. If the
property is sold, the new owner must be given a copy of this Certification and approval letter and is thereby
responsible for complying with all conditions. If total wetland fills for this project (now or in the future) exceed
one acre, compensatory mitigation may be required as described in 15A NCAC 2H 00506(h) (6) and (7). For
this approval to be valid, you must follow the conditions listed in the attached certification and any additional
conditions listed below.
1. Deed notifications or similar mechanisms shall be placed on all lots with remaining jurisdictional wetlands
and waters to notify the state in order to assure compliance for future wetland and/or water impact. These
mechanisms shall be put in place within 30 days of the date of this letter or the issuance of the 404 Permit
(whichever is later).
If you do not accept any of the conditions of this certification, you may ask for an adjudicatory
hearing. You must act within 60 days of the date that you receive this letter. To ask for a hearing, send a
written petition which conforms to Chapter 150B of the North Carolina General Statutes to the Office of
Administrative Hearings, P.O. Box 27447, Raleigh, N.C. 27611-7447. This certification and its conditions
are final and binding unless you ask for a hearing.
This letter completes the review of the Division of Water Quality under Section 401 of the Clean
Water Act. If you have any questions, please telephone John Dorney at 919-733-1786.
Attachment
cc: Wilmington District Corps of Engineers
Corps of Engineers Raleigh Field Office
Raleigh DWQ Regional Office
John Dorney
Central Files
980592.Itr
Wetlands/401 Unit 4401 Reedy Creek Road Raleigh, North Carolina 27607
Telephone [phone] FAX # [phone]
An Equal Opportunity Affirmative Action Employer 50% recycled/ 10% post consumer paper
MEMORANDUM
TO: John Dorney Regional Contact: ( Ca Gwe //
Non-Discharge Branch WO Supervisor:
Date:
SUBJECT: WETLAND STAFF REPORT AND RECOMMENDATIONS
Facility Name Carolina Sunrock Corp.
Project Number 98 0592
Recvd From APP
Received Date 7/1/98 Recvd By Region
Project Type quarry development
County Vance
County2
Region Raleigh
Certificates Stream
Permit Wetland Wetland Wetland Stream Class Acres Feet
Type Type Impact Score Index Prim. Supp. Basin Req. Req.
26RAT T Y ON r- 28(15.5) wsly Nsw 030301 0.82I?GGUL?,
Mitigation Wetland
MitigationType Type Acres Feet
(f O f ?7 ~C.vtM
Is Mitigation required? #Y Q N
Did you request more info? Q Y N
Is Wetland Rating Sheet Attached? Q Y N
Have Project Changes/Conditions Been Discussed With Applicant? Q Y 0 N
Issue/Cond O Deny
Comments: ( /Recommendation: Q Issued M
r-N
5-kop,tol i 5 S*o4ll i ?f rwi%?t'?vI7 ho (1511, W2T1avd3 a5 u-e. ?f as
cc: Regional Office
Central Office Page Number 1
TRIAGE CHECKLIST
Project Name: VVIC-e-
Project Number: 19g 069 Z
County:
The attached project has been sent to you for review for the following reasons. Please consider whether a
site visit is needed to determine the impacts. Particular attention should focus on the below checked items.
Please feel free to call the central office staff member assigned to your region if you need assistance.
- Stream length impacted
- Stream determination (i.e. intermittent or perennial, or any channel present).
- Wetland impact and distance to blue-line surface waters on USGS topo map.
4 Nfinimization/avoidance options.
NW 14. ('is access to hizbground or wetlands)?
Meuse buffer rules.
Pond (water) fill (i.e. is the pond drained or holding water)?
_ Pond creation (i.e. in uplands, in a drained channel, or in wetlands). Please locate streams and
channels (if any) so that the central office can determine.
Mitigation ratios.
Stormwater pond placed in wetlands.
- Ditching in wetlands.
Is the applicant's proposed stream/wetland mitigation site available and viable?
Applicandconsultant has a history of non-compliance (check drawings and application for
accuracy).
Has project been split from previous work to avoid mitigation requirements?
Consistent with pre-application meetings?
Cumulative impact concerns.
OTHER:

4

P.O. Box 25 • 1001 West 'B' Street • Butner, N.C. 27509- 0025

nl/1'

Q

June 30, 1998
0
Mr. John Dorney, Wetland Specialist
NCDEHNR
4401 Reedy Creek Road
Raleigh, NC 27611
Re: Wetland Permit for Carolina Sunrock Corporation Southern Vance County Quarry
Dear Mr. Dorney:
Please find the enclosed Pre-Construction Notification and Permit Application, as well as
supporting documentation, for Carolina Sunrock Corporation's proposed quarry located
in southern Vance County.
If you have any questions or require additional information please, do not hesitate to
contact at [phone].
Sincerely,
Danny. Matt field
Compliance Manager
Office: [phone] Fax: [phone]

--CONS`i'}cLCT' DIv NOTIFICATION F -PPL CA^ 7ON
.Ll 1) NC?lC:y_CY C =2s cr MTG
2) a?9?=.::L'C:7 : R rte".: :i 401
3) CCCFv.`i. =w'i w-_72 "•= NC 127=s=l C= CvA S=1. 23.+2 +.+c.-'?`?=
.??°gCPLT.?..=
S-D CGf,=. :,.YD (=) =27f OF
r_:...D C_=' =C CS' - C::P.: C= =?IG rrS (S? ?.G=YC? ADDFc?SS?S S=_) . ScvyV
(i) COPI?S SHOOLD BE SENT TO THE N.C. D;V_-sCN OF V4=?.ONL=?IT_? I*_??1?C-?V''_'
1. Cw-YERS N:uE. Carolina Sunruck Cer-peratie -
P.O. Box 25; 1001 West B Street
SU :Div=ON NAL!=. . .
Butner S^_^? N. C. Z.3 C:0E.27509
,• -CV :?CF = S' =?ICL:,DTYG SvcD=v-=-0*1 N: '? (`? D= _ ?':.?V_ `.Ci*
G :]D SO =cvl) , St?tP Rri 1557 3000 ft E. of U.S 1
V7-.7N
?. TE.:.I_ (WiOP{) . [phone] -
70r,=LE: AG7-N7 N?uE OR F, CONS=E=C COA°O;?T? Oc°C=?_,, '??DR=SS,
Bryan Pfohl (Owner); Dan Mattfield (Agent/Project Manager)-
Same Address & Telephone as ahove
LCG___CN OF FiCR:{ (PQO?=D' A yA , P-°•=-_=AZL A CO2`! OE' IISGS TO2O LA. -C
OR F2.? P OTOGi..??`:T?: SG:?c.)
C--UN,v-: Van .e NL-?ESL TOW14 OR C_TY: Kittrell
1 '

3
N'u ERS , -7: ,m1L'z 7 u C" E':C . ) .

That area lying between State Rd. 1552'and the Tar River floodplain.
NOTE: Project does not involve any portion of the f l oodpl ai n forest.
E. mlinaC==] GR N-c: LRES Tar F
R_?ER ?AST-N: Tar
C -0 r- 7. C C: I
`?---{ (WZ-- GR WS ) V7 'Z
( J NO (X J
'i ver
:=.SCU-RCC W;:-- - (CRW)
v_-? -t=-=:v
iC. :. T _?.C„ .CC= --D w---: =Y NCG= = C =V?_ L?- ----V C C^-5^ '
OF CCNC=:.`J (__C} `=z? [ VO [XJ -=-
--. Cc Crtci= W
C^+.GN--_ '-_- T` =-_?%JD V'-
-not applicable-
Ea- S =GN 404 F.:OR GS- Cg
(X J -- v__.=, -:.GV Z)-Z . D . 2vF G.
- `r_CGS :==r_ O_-Cm'
_V T _-
_'="=?-'• `-'?- ( J NO J T ?V:=C=----DJ WC?{.
°a. ESTT?? .: DD TCT__, NUM-=:R c. AC :---='S IN TR C: O 215 acres
9?. ESG *`"'?D TOT-AL NTi2V?c3 C? OF Wc.=?-VDS C? D C?J PQCEC-
7 23.5 acres
2
NuY_--__R CF AC- 7-7Z Cc P_RO20SED P.RCicC_ °'.:
LL=NG: -0.39 acres- -0.06 acres -
coDrc: -0.37 acres-
:N_ 0 : -0.0 acres -
D: A U-_GZ. -0.0 acres- TO -0.82 acres-
_Ob. (1) S,. r u C.=NTNZI "O . _ -"D __C TED B`_' _ .D P?OPOSDD P?C? (__
:`:CG; -D, acpV_?C D? 5= _VC_? rC;. _ -VD
4200 2200 r-+
w= P__C:L (base= ca nc=al 'r._; . .:ate= c=cz? ?S) . 2.5 (average) -,
3.5 (average) :-,
T.7.7. T7t-
C_C at _==u_--Y_ CC P__- _\I V
= Z _.:CD_VG. X
C:=_'`TNF •. cXC :I! ?_CN. X CCITS-:.JC -CiT C: _ D
_= CONS=3uC?=CN OF .. _CND :.C=CS-Dr wr_=- =`:? S C= _
165 acres
3.1 acres
1_. DISC L.__CN o? P:APC`=D WGRY =NC_UD=VG D.SC?SC=ON CF ,"?= C=
IIS:.J X 11"
D:?::iv VGA
Ct M'_')
Clearing and,grubbing of approx. 7 acres and construction of 15ft.wide
at crest sediment and runoff im-poundment dam and installatinn of
interim erosion control structures and spillway construction.
Equipment to be used will include bulldozer, hydraulic backhoe excavator;-
1-1• orJRrCSZ OF PR09CSSD WOP_K: installation of erosion and sedimentation-_'
control features in support of the developmr?nt of a rnrk rniarry and
associated prgce5sjng plant,,_._ _
• 3
T=--- ?C:=v=;`_' Y-US: -? C = 10=D?.
CG_ .V "r+i,?YDS (=?TC-,?uc =`+' ur=``v-:.?3 T =?V TC '?-Y=??--S?+?_?-YD
construction of sedimentation control imnniindmant and stormwater
detention areas in the upper areas of the drainage is consistent with
maintaining the natural drainage to the Tar River. These structures
necessarily must be located between the area to be excavated for the quarry
and the Tar River. The floodplain forest was avoided and disturbed areas will be
seeded and revegetated with appropriate species
--- VCC :ma c==?? T^ c?.-^:_c= _ c.?. L3L7- s-Z,T,-.cT
zpr
?_G-NC',
C_`TC-r or :`iCr. CG'
cc*?=_ - Candace Martino (USFWLS) 9/15/97 (?___
(S _ ) (SD- : G?:TCY :?GtiS__= S _.-=) _D=YG T =-?.`TC- Cc .?.°.C?Tr
_N T %t
.CG. David Brook 1?L?gti
- HE _? . CC-- T - -:.C?___ _tiJCL'r_ : ti _ D_'-'? -- 0. _Q-L-C =DS C?. T H- uc_ C_

Y? (j NO gj (-- NC, C-? .C 18)
__ YT_?, GCL_ T _ =---0N C. rY r`-v_:.CV =`T=---
DCC`;2 :G'SvrY= :C T.`:_ .:.?-_';=` CF =:= NOR= C_'--,.OL=N:_
:CL_C". rC:?
YES ? I NO (1 ? .
T_ RCU(7-F Tl:-- NORTH
DDr =R'_'*r..Y: 0? A??-?=V=STR::_:CN 5.---_ C:?c: ??1G::v^QS'.
Y=S (l NO (1
77 ' -- .-NEWER TO 17b _S Y-S, T`.-1; Su_H:T A°Og0??J=-_ DCCUM--N?' T_=0N .Cif T`.'.
S Crc=?rVG'r.OGSE.TO D=v_S=CN G- i:TVeRCNT'?1=?_, h7YA G=`?^`TT ri?.G=RDrVG
CCUP.r NYC. W=T?: THE NOR=:. C._ROL=NA ZVVIRONY ?' POLIC'! AC_ .
QUEZ--CNS R?G? RD=VG T = S C=,????iGciCQS ?Lv=':r PgCCCSS 5'ciCG'L,D ?S
TO IBS. C R_S STATE C:?'-?NGr.OQSc, NORT_?z ,
C COL=V.? DE.?aT`IZVT Or Amt T=ST: _-CN, 116 WES 171 COMES ST-4° ., PI.P..LC.-G-.-,
NORTH 2760--800-, T_ .:,c=-CNE (a, o) 7 ..-a'369.
4
13. TH-7 =?Lucn_Ne 77-,vc s 00-n 1CLUDE0 r'Tt _.
PROPOSED =CD= i-" N-- T p? C_:=_GN
,, - --- or ?{C=jr'?TrO CRVMATE--'-
CT
=N ^O
WE,T-%4DS -L4
• WL=T -_>V:J DE.:,?Tc..=_=CN ?_ S C?r=VG P? ??'??`TDS .?.^ _?!c
-'? PONDS ON DE: ?, AND .i8) =_?, S=R_:_?c --N:-- 2!f:- ? ?r NL?b* -.. -`r 8. 21, 2
10 ( _- ?- CV ? P°OP T'-_
-OV 25, a
E S; VW C %i
-VC = c'uII?r.S 0 OR ?,0-?D B°?IC D?G-LS c3 r=D_ Cr.
?`-= aC-= D BY PRC "C:. _ _ r.OT.,Gc _ E Fic_1?-NDS TO ?c
5- c. DE:- =CN P.;°CF J =_'_' A CCNSvLT?NT, .VC.vDE r 7.,
._ CyS RZLLV '4 .C Tyr. P_ OF = -? D_`__
ETC- _ OF T`rS:CP?''?+?.;=?. L??V?r?'?'?7T PTV = R=,^?G=?=J.
e• 4vr L: ND USE c: ti?cGND=VG P3CP=R;?? timberland and natural
forested woodland and cropland (agriculture)
• f" -- a ---_:__,?:, Sv =:= __ -_ C_?iScO ?.!:FCD-."?:".-`y'y =-- c:?'-?_ ._.: ... .
-not a licable-

)y ?`T--i 4 n .C. C R C -t THE U.S.
Z•?r 2`I Cf ?' "' Y ` _
• ?) ._.?.Jl?•?'ylC. C?' A Sc.:.T.CN 404 CC ^.? C
N= (n ' C= zT_= 7CG_7 CN. :?v-7i
C._.s... MZ _. C CPf ..r :,? ? A =..T i 2 R :CCM T=
NCRT^ _? CARQL-Z ' D=v_j-aN C: C:rSL 2r=?'tnG'.`?'T
S-=
ONS 'N:S C ,T?iG c c c?
W+T? T ?ioRTH C_,.JL=?Lk CCAS:?, 2-Y
OPrZv -a S /AGENT S S =G-Nu TGFE
(nG-NT ` S S IGNI `URE V.:a i,TD ONLY
AUT-GRTZ T_ON LETTL'_. E?cOI-
Ti~- OW-NER 25 EVOVTDED
A
S

03'YS/97 15:08 $919 575 9510 CAROLINA SL1NROCK LEDGE ROAD zoos/006
DEM ID: ACTION ID:
Nationwide Pmnit Requested (Provide Nationwide Permit
JOINT FORM FOR
Nationwide permits that require notification to the Corps.of Engineers
Nationwide permits that'require application for. Section 401 certification
VyMILMINGTON DISTRICT ENGINEER
CORPS OF ENGINEERS
DEPA1rI MENT OF THE ARMY
P.O. Box 1890
Wilmington, NC 2S4402.1890
ATTN: CESAW-CO-E
Telephone (919) 2S1-4511
WATER QUALITY PLANNING
DIVISION OF FE'J'VMONMkNfAL MANAGEMENT
NC DEPARTMENT OF ENVIRONMENT, HEALTH.
AND NATURAL RESOURCES
RO, Box 29535
Raki , NC 27626-0535
ATTN: MR. JOHN DORNEY
Telephone [phone]
ONE (1) COPY OF THIS COMPLETED APPLICATION SHOULD B1; SENT TO THE CORPS OF FNGIId'EERS.
SEVEN (7) COPIES SHOM BE SENT TO THE N.C. DIVISION OF ENVIRONMENTAL MANAGEMENT.
PLEASE PRJNt.
1. Owners Name: Carolina Sunrock Corporation
2. Owners Addiv4s: _ P.O. Box 25; 1001 West "B" St., Butner, NC 27509-0025_
3. Owners Phone Number (Home): (Work): , [phone]
If Applicable: Agent's name or responsible corporate off 1631, address, phone number,
-Bryan Pfohl(Owner) Same Address & Phone No
Dan Mattfield( Proj..Mg/A ent) Same Address, Phone
5. Location of work (MUST ATTACH MAP). County: Vance
Neatest Town or City: Ki ttrel l
Specific Location (Include road numbers, landmarks, etc.): S, R. 1552000ft East of U. S. Rt. l
6. Name of Closest StreanVRSVer Tar River
7. River Basin:
8. Is this project located in a walzrshed classified as "pout, SA, HQW, ORW, WS I, or WS II? YES [ ) . NO IXJ
9. Have any Section 404 permits been previously requested for use on this property? YES [) NO (X)
If yes, explain.
10. Estimated total number of acres of waters of the U.S., including wetlands, located on project site:. 23.5
11. Number of acres of waters of the U.S., including wetlands, impacted by the proposed project:
Filled:
Drained:
-0.39--
0.0-
Flooded: - 0.3 7 -
Fxcavatcd: -O-.-06-
Total Impacted: -0.62
ve•d 91191 9661'60"" A401kIlnS734 N9131da u0dJ
03/25/97 15:08 $919 575 4510 CAROLINA SUNROCK • LEDGE ROAD (a 006/006
12. Description of proposed work (Attach PLANS-8 1R" X 11" drawings only): Excavation of quarry and
construction of a processing plant and associated infrastructure.
Construction of sediment control basin retention dam and settling pond.
13. Purpose of proposed work:, Tn prnyi_de nracPss water and stormwater slptention and _
sedimentation control for the protection of the Tar River and Associated floodplain wetl
14. Stale reasons why the applicant believes chat this activity must be carried out in wetlands. Also, note saea.sures
takeuto minim wedand impacts, See attached narrative Twenty-four acre wetland area
adjacent to Tar River is avoided and protected from project impacts due to the prop. pla
15. You are required to contact the U.S. Fish and VYildlife Service (USMS) and/or National Marine Fisheries Service
(NNIFS) regarding the prescace or any Federally listed orproposed for listing endangered orthrr-atenod species or critical
habitat in the perrWt area that may be affected by the proposed project. Have you done so? YE (X) NO [A
RESPONSES FROM THE USMYS AND/OR NMFS SHOULD BE FORWARDED TO CORPS.
16. You are required to contact the State Mtoric Preservstion Officer (SHPO) regarding the presence of historic
properties in the perunit area which maybe affected by the proposed project? Have you done so? YES'()(] NO(
RESPONSE FROM THE SHPO SHOULD BE FORWARDED TO CORPS.
17. Additional information rcquircd by DEM:
A. Wetland delineation mep showing all wetlands, streams, and lake/ on the pcopeny.
B. If available, representative photograph of wetlands to be impacted by project.
C. If delineat:ion.was pnxformed by a consultant, include all data sheets relevant to the placement of the
delineation line.
D. If a stormwater management plan is required for this project, attach copy.
E, What: is land use of surrounding property? Woodlands (timber) & Rural Residential/Agriculturz
F. If applicable, what is proposed method of sewage disposal? Not applicable
.
S9'd lti191 7661'68'C0 J,NOluln@3?f HE)I3'lrla Wo2lj
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CAROLINA SUNROCK CORPORATION FIGURE 3. SOILS MAP
P.O. BOX 25: 1001 VV [,.S, B ST. FROM: USDA SOIL SURVEY OF VANCE COUNTY, N .C.
BUTNLR. N.C. 27509-001; SF1EF1- 17 (SEPTEMBER 1980)
PUSH
'Jill PU Btiti,
MIR
MIA
:iJ QFOIA A2V6H l
-PFOIFVI
PIEM(Fh 14
Put I.,
pvbq;
PUBHV,
?T: `PuBHh / - PFOIA
?UBHh
IFNA
l { i PFOIA. /
PFOIA r t `i Pf01 ` - -
1 -- _ Pfolc
PF01a \ i -
J 1 ' ,??, ••`, iFOIP
Prow
^ - PSSiC - P
?? _ PF A
PFQIC-: - ?PF041l
?fMIA ?Prow,; ZS - --
FtmA
P£HICx ` rPFm1A, OUBHt, PfOIA - t
DFOIA
P554A'.-
?.i- PFOIA, I ? - , _
- -PFoW PS
PEMifh c PU6H1l
PFoIA J'' r
PFOIA
CAROLINA SUNROCK CORPORATION FIGURE 4. NATIONAL WETLAND INVENTORY MAP
P.O. BOX 25; 1001 WEST B ST. FROM: USF&WLS KITTRELL, N.C. QUADRANGLE; 1995
BUTNFR, N.C. 27509-0025 DATE OF AERIAL PHOTOGRAPHY -- 4/83
ID6J?E (R ES) r
lo/
z
.; .:
Gj`'-? ?? :?' ?( ) ?•?
IN
c?
Do/
.I
..... ...... ..... . r......_............_......_....... f.. I ......... ...........-............. ; lm ._ ...
• ./ ^f .. 1. ?'•• ? .
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o
CAROLINA SUNROCK CORPORATION FIGURE 7. PROJECT FILL DETAIL - PLAN VIEW
P.O. BOX 25; 1001 Wk3sT B ST. SOUTH VANCE COUNTY QUARRY
BUTNER, N.C. 27509-0025 KrTTRELL, N. C.
1i L..6 L- pu'j"
Q U A L I T Y I 5833 MAIN ST. + P.O. BOX 827 + BUFFALO, N.Y. 14231-0827 + PHONE: [phone]
PRODUCTS
Ms. Candace Martino
Endangered Species Biologist
US. Fish & Wildlife Service
0. Box 33726
Raleigh, N.C. 27636-3726
15 September, 1997
Re: Nationwide Permit 26 Review Consultation
Carolina Sunrock Corporation
Proposed Southern Vance County Quarry
Dear Ms. Martino
Pursuant to the requirements for agency notification and
co-.sulation found at 33 CFR part 330, Appendix A, it is
anticipated that the USACOE Dist=riot Engineer will be
providing your Agency with information pertinent to our
project. I am taking this opportunity to provide you with the
attached consultation package to facilitate review of this
project.
I have enclosed a copy of the proposed project permit
a olication and supporting documentation, for your review.
Ms. Jean Manuel of the USACOE has performed a site visit, and
the attached delineation map reflecrs t;:e res. is o_` r.er
visit.
In: addition, the project has been rev.i_ewed by North Carolina
?_ 11.E
Or" scleci a.1 i nteresr. i.rn your revi- of the bjc:,t project is
i_ ely to be the following facts re_ ted to ro t e
-t
development:
1 . t roject plans call for the corrlplete avoidance of any
isturbance or fill activities in the Tar River floodplain
.-:;rest and the associated wetland areas.
2. Of the total 23.5 acres of wetland habitat on site, only
1.53 ac. (approx.) will be subject to either excavation or
fill associated with the construction of a storm water
retention pond and earthen dam. All proposed project
actions occur above el. 232 USGS.
3. The retention pond is designed to retain runoff from the
25 yr. storm event and is protected by a grass lined
spillway designed to pass f.lows between the 25 yr. and 100
yr. storm events.
4. Any construction-related sedimentation due to runoff from
the proposed retention pond and dam will be controlled by a
temporary sedimentation basin and rock dam constructed at
el. 232 USGS. This structure will be removed following the
stabilization of the pond, dam and spillway.
5. There will be no discharge of plant process waste water.
If you have any questions regarding this project, or require
additional project information, please feel free to contact
either_ Mr. Don Smith (Tel [phone]) or myself (Tel. 716-
762-8221) at your convenience.
Sincerely,
Andrew H. Auld
Manager, Environmental Resources
LANCASTER STONE PRODUCTS CORPORATION
cc: D. Smith (CSC)
G. Banino (Rust)
® North Carolina Wildlife Resources Commission
512 N. Salisbury Street, Raleigh, North Carolina 27604-1188, 919-733-3391
Charles R. Fullwood, Executive Director
MEMORANDUM
TO: Susan B. Edwards, Mining Program Secretary
Land Quality Section
FROM: Owen Anderson, Piedmont Region Coordinator
Habitat Conservation Program
DATE: December 4, 1996
SUBJECT: Mining Permit Application for Carolina Sunrock Corporation for Southern Vance
County Quarry, Vance County, NC
Biologists on the Wildlife Resources Commission staff have reviewed the subject
document and are familiar with habitat values of the project area. Our comments are provided in
accordance with provisions of the Mining Act of 1971 (as amended, 1982) (G.S. 74-46 through
74-68 15 NCAC 5).
The applicant proposes to mine granite from a 156.5-acre site in southern Vance County.
The mine site is within the Tar River Basin.
This section of the Tar River provides habitat for state listed aquatic species, including
the Carolina madtom (Noturus fi-triosus), the Roanoke bass (Ambloplites cavifrons), the yellow
lance (Elliptio lanceolata), and the yellow lampmussel (Lampsilis cariosa). Therefore, it is most
important that water quality be protected by preventing sedimentation, maintaining wide forested
riparian buffers and preserving wetlands and floodplains.
We are pleased that the applicant plans to leave a 100-foot undisturbed buffer adjacent to
the water courses and Netlands and that the permitted area is above the 100-year floodplain of
the 'far River. The proposed closed process water system and the pit water being pumped from
the sump to a retention pond should prevent sedimentation to downstream habitats.
We do not believe there will be significant impacts to fish and wildlife resources if the
measures to protect water quality and riparian areas are strictly adhered to.
Thank you for the opportunity to review and comment on this application. If I can be of
further assistance, please contact me at [phone].
cc: Mr. 13ryan Kohl, President, Carolina Sunrock Corporation
?Y j t\.j
North Carolina Departnient of Cultural Resources
James B. Hunt Jr., Governor
Betty Ray McCain, Secretary
December 6, 1996
MEMORANDUM
TO: Tracy E. Davis
Land Quality Section
Division of Land Resources, DEHNRFROM: David Brook is/
Deputy State ric A?o&n'Of fic er
SUBJECT: Application for Mining Permit
Southern Vance Company Quarry, Vance County,
ER 97-7759
Division of Archives and llistory
kffrey J. Crow, Director
Thank you for giving us the opportunity to review and comment on the above
project pursuant to Chapter 74, Article 7 of the North Carolina General Statutes.
Because of the location and topographic situation of the proposed project area, it is
unlikely that any archaeological sites which may be eligible for inclusion in the
National Register of Historic Places will be affected by the proposed borrowing.
We, therefore, recommend that no archaeological investigation be conducted in
connection with this project.
We have conducted a search of our maps and files and have located the following
structures of historical or architectural importance within the general area of the
project:
Josiah Crudup House. See enclosed map for exact location. This house is
listed in the National Register of Historic Places.
The propsecfi`mine will not affect the historic property.
Thank you for your cooperation and consideration. If you have questions
concerning the above comments, please contact Ms. Renee Gledhill-Earley,
Environmental Review Coordinator, at 919/733-4763.
DB:slw
Enclosure
Carolina Sunrock Corporation
OCC'
P.O. Box 25
Butner, NC 27509-0025
109 East Jones Street • Raleigh, North Carolina 27601-2807 ???
State of North Carolina
Department of Environment
and Natural Resources
Division of Water Quality
James B. Hunt, Jr., Governor
Wayne McDevitt, Secretary
A. Preston Howard, Jr., P.E., Director
Mr. Danny Mattfield
Carolina Sunrock Corp.
PO Box 25
1001 West
Butner, NC 27509-0025
Dear Mr. Mattfield:
Re: Southern Vance County Quarry
Vance County
DWQ # 980592
A F?WAA
•
'1* 2
NC ENR
NORTH CAROLINA DEPARTMENT OF
ENVIRONMENT AND NATURAL RESOURCES
July 10, 1998
The Division of Water Quality has reviewed your submittal for a 404/401 permit
for a proposed quarry in Southern Vance County. Your application was not complete
since seven copies of the application and seven copies of the maps were not included.
Please provide information regarding the location of your project. This information is
needed by DWQ in order for us to decide whether this project is approvable.
I can be reached at 733-1786 if you have any question. Until this information is
received, I will request (by copy of this letter) that the Corps of Engineers place this
project on hold. Also, the project will be placed on hold for our processing due to
incomplete information (15A NCAC 2H.0507(a)(4)).
Si
cc: Raleigh DWQ Regional Office
Wilmington District of Corps of Engineers
Raleigh Field Office Corps of Engineers
John Domey
Central Files
J n R. Dorney
ater Quality Cert'c tion Program
980592.hld
Division of Water Quality • Non-Discharge Branch
4401 Reedy Creek Rd., Raleigh, NC 27607 Telephone [phone] FAX # [phone]
An Equal Opportunity Affirmative Action Employer • 50% recycled/10% post consumer paper
C C
P.O. Box 25 • 1001 West "B" Street • Butner, N.C. 27509-0025
98()092
June 30, 1998
Mr. John Dorney, Wetland Specialist
NCDEHNR
4401 Reedy Creek Road
Raleigh, NC 27607
4
Re: Wetland Permit for Carolina Sunrock Corporation Southern Vance County Quarry
Dear Mr. Dorney:
Please find the enclosed Pre-Construction Notification and Permit Application, as well as
supporting documentation, for Carolina Sunrock Corporation's proposed quarry located
in southern Vance County.
If you have any questions or require additional information please, do not hesitate to
contact at [phone].
Sin erely,
Danny .. Mattf ld
Compliance Manager
Office: [phone] Fax: [phone]

PE.E. -CCNET tUJC=' ' ON I C T 77 C'=T_CY APPL I C_ T C Y
a CR Nr?T=C2v w ?? F :ct"? .5 =s= c=:;sG- R?.: •.•
ggp5=5
Z) NC' ='=C+:'=CY - C=R?5 CF _iGN - r+d
2l 401
3) C'"CF?? =^_'I w T=- NC D=7=S=C:i C_ C=M=;L-- M + t=
5'L`?i "'?' C?G?r.:. ?YD (?) GZP°- OE' ?5 CZ?r=:? Fv^FcI$ .O"'?-'• ?.??FCPF-?-='
CE-C= Or = C::7z-S OF (.?? ,G=CT A.DDFLS 5 S==':)
'v=?AN *L'?TT.? l??d?G V'"
(i) C3PI3S S'r.C)=:) BE -cZ! - TO TH=. N.C. Dlv__=CN OF
(Sw. ?_G?1CY P?DF.^SSCS S'?_:) =r_.?e_ Dart...

P.O. Box 25; 1001 West B Street
2. X=___VG ALIDOR .S_ .
Su3Div...ON NAME:
Butner g,*^ N. C. Z=? CZDE:
27509
?.C?c.C:' L^C.:.=CN :?CF=Sc, =VC?uD=VG SvcDivi:_CN N =''r ( n.=`?._'1T -Cif
r*=N_VC .?D:Lss :=cv?) . State Rri ?55?• 3000 ft E. of U.S 1
T-----ZN? Nub=.. (c.CuM) (?i0p1) . [phone]
4.'T- AG-Mr.tS ;Te-u? 0?, n?C=ONS.. COA=0:ti.1?C Oc`C??, '?.OOFI=.SS,
Bryan Pfohl (Owner); Dan Mattfield (Agent/Project Mana4Lr)'
Same Address & T
5. yCC..TION OE ?vCR:{ (P404=0? A 2?1.:, p°.?'F°:?_?Y A COPY OE GSGS TOPOG:?.1?=C
I??? OR p.F•A_?, F OTOG:Lz7`- rr'i'_T?: 5?===?•) ?
COGNT`!: Vance- N=aW=T TOWN OR C--'-"Y: Ki ttrel 1
3.

• 3

.? V.
L.C:t.==ON (_-MCLUDE RCA0
NULL"-ERS, ':P*NDLa??{S, ETC . ) :
That area lying between State Rd. 1552 and the Tar River floodplain.
NOTE: Project does not involve any portion of the floodplain forest.
E. M. O C:= OR N=_LPr_s: S_R_ w/? vEa: Tar River
R_'Tc'3 BAZZZT: Tar
a. LCC:'TrD
(S.A.), F=v'r. QUri._-= wR===S (CRW) =--•
(W: Z-7 WS =) NO (XI -- Y , r.{=_=;v.
7II. NCR:-.-.- C._...r_ti . OF =Vi.C? 7 0: _v_=CNP`i==- C:: C=: (.==) =-S ( ! VO (X]
ic. F3CjrC:' -- LCC_' =D w__ .Y .."CC: 2: CCGNT`! (S== P1G'c ? FOR
OF C::;-SiAL CCGN_-_:.) THE _=1QD US_ __-Y (J.:: } DcS T. CN
-not applicable-
Ea. r VM t_Mf SEC__OY 404 BEE_V P9.rT_CGS!Y R:QGES_=D FOR. USE ON
T .__ P RCP=::Y? `! -: ( J C'_ (X J __ Yr., _ -.C'v ?Jr C.=CN .. D . ?v'u?E= C:
_ .=i:CIIS _=?lu=: VD _W :?D--_CV:= =V=Oet.`?==-CN (=VC:.vvE :,':CC:P`! Oc 4^._
C=: C.:==CN) .
ti_ r?R
=,z Y=C ( I NO CK I I. DESC :.3E ?V_=C._-__ED WCti{:
9a. ESTTU:_ED TOT_=.r, NUMBER OF .C7_7S _V TRACT- OF L;_M: 215 acres
b. EST =? D TOT" NVY-BE3 Cc ACRES OF WeVDS
LCC.': _ 'r Cu PgCucCC S..E.
23.5 acres
Z
.Oa. DT4LE3 CE C_? Cc. WL=:-;YzS Mu=?C:=J 2'_' _: PHOPC?-cC P?C?cC: 9'.:
--?L-,T?: -0.39 acres- tc T =_cv; -0.06 acres -
?vODING:
-0.37 acres-
:RA--NAG--- -0.0 acres-
-0.0 acres -
=c= ;,C•_; =c ?L3c=:? ; -0.82 acres-
To .. -Mr _• _``Z:_C.°_D .L:' °ROPCS D PRC17-rC_ (:-
??CV_?C D=SC?VC AID
es= wZ P=Id _ Z M .
Z=.`7GZ--- BEFORE: 4200 2200 n
w?' E°=ORr (base= cr_ ac-a. 2.5 (average)
3.5 (average) 77
1.5
0-5
CFEN CHANNEL CE P--- 'MIT C.--*t-MTT--":
C'- *rNc:. X CC?I?:RJC==C:I C= D `?I =:Cr)- X
C=':-R:
_-• __ CCN.S_3GC_=C:i Oc FCIJD _:.C_ :.2, inr___ _-•-
n_?_-<<.=D DF-z=- :NG TO 165 acres
== == F=?'D s?=_.._D 3.1 acres
1_. D-cSCsz?^=C:T Or F30FCSc7 Wc;n : iVC_GD=NG D_:C--S==CN CE :`_'?= C=
r„IG_ru?`T: T_0 .,_ GSa] _:."MVS. 8 1/2" X _1" DP:_?+«VGS
C%,.:)
Clearing and grubbing of approx. 7 acres and construction of 15ft.wide
at crest sediment and runoff imnoundmPnt dam and installatinn of
interim erosion control structures and spillway construction.
Equipment to be used will include bulldozer, hydraulic bachhoe excava i°;.
_., P r*J'L°CSZ: OF poOcCScO W,OPUK: installation of ernsion and sedimentation '
control features in support of the deyel npmant of a rock Quarry as- nd --
associated prgce5sjng plant,,... _
• 3
'4 S^="E ?CNS wr: _- ncj__?-D T-==- =::__ ?C__v__Y 2=T5: cc :a,?
CG. :N w_T _ =VDS ?VC'GDE =Y: *?'=?u:`" T_:?V TO TN =Ic. FE::6;`iD
( -f
construction of sedimentation control imnnimriman+ anal ttormwater
detention areas in the upper areas of the drainage is consistent with
maintaining the natural drainage to the Tar River. These structures
necessarily must be located between the area to be excavated fnr the quarry
and the Tar River. The floodplain forest was avoided and disturbed areas will be
seeded and revegetated with appropriate : species
?L__
TO C G.S
NIA= ) -e ?G-`IC*.
=:.cacS==^.-cR====vc rc?_aG_.-?_rc=. _..: _ ==V= ==c=== OR CT ._c_-_.
THE.
ccs:, C=LC: - CancTace Martino (USFWLS) 9/15/97
T^ CC:1= C=MC==
(S:Q) (-`=C r-_TC: 'v'°=?D=VG r._.=.VC- OF : TS:CF.=C
--?ffT fly .. u?v -^.D TCr D?.OCCS-z
7-V THEE
==C-^-*_ ^^ CCY_--^°D DaVid Brook .1 2 fti%ati
_V D_T''.ti_ Oc r'Ja:,:C JNDS CR T - uCc
_ 7 . DC?S _ _YJC:j?_ -
Y [] NO A] (__ Nc, cc TO 18)
-- v-c DCE- THE .C.,=C: r;G==? =L. =-= ==CN GF rV -.`?v==C?vZ?-`?_
CF == - NCR=- C.'_.OLI?1:_ =`TL=RCN`d=_
=CL-7C,.: ACT?
r'S (] NO (]
h. T. _ YS, 'r?.S T: DCC VT DE-V R:^i_?naD T RCUC-F- THE NORTH C:- CLLYcs
DEZ.ARTH=NTO? ABM=N=STR T=CN S:: .C CIZIRNGFOCS:..
YES (] NO ()
IT : -NE ER TO 17b =S YES TEN SUBM=: ?oogOF?_?- OCC Y---NT??'=0N F:CX TIM
S::_E C:,F=La.I.GaOGS-. TO D=v=S=CN Or F.'t4iRCN =IT_ C'`4?'V7 R G.=LRD-N
CCPP_T,i..*1CE rW-_TH THE NORTH CILROLINA ?i4=RONL- 47= POLIC- r?C= .
QGrST=CNS R Ge':RD.VG T-`-= ST === C7,c= -YGHCGSE R=1_EW PROCESS SHOULD BE
D:iv<:"'ED TO MS. C:?R:S D= r.CTOR 5-A-S C.,:?RLNGr.-OQSz, NORTH
C ROUT? DE=?a !=VT OF e?.DL-'1=SiF= ==CN, 110' WEST .;ONES STRE ., APyc.?G'r_,
NORTH C:-ROL=N? 27603-800:, T:LE?CNE (919) 7.3-a'369.
4

13 THE -OL_,C«_VG I'"rS S CC J " ?CLI DEJ
PROPOSED 1C=-?--= - _ - "_- Tn_._ n=--=C-=-_ON =-
IV'JCL'v= ZXC:-?J TED CRy
N= WE=
a. =T'^?v1 DEL=NE.?T_CN ?? S (_ i 7- G .--, N?GTINDS S -_ c
C NDS CN _.- _ OP=.._ (=.F. NiYCCNw=JE ??Pt,?T NGMSE'-.S _4r 18. 212c_
_ .
%_, AND 3S) ?=Z•c :ZT_ AND =t1Mv,;_qz.NT)
BE SF.OWN Chi T c s a_ . S - S=O $_ - 0 -•
MIC EQUALS 100 C_ OR
b - - - ^.
t? =--LE, R7==71---N
T:_-=v:. -?aT: OF vS?-^'=VDS
MP CTED BY •PR_. TO BE
C.
_? DE=?i='?.ON W7--S CONSULTANT, _VC?CDE r--. -
_0 THE F1C'"?=,T^ TLS ,? D:==
07
Dc..:,rY'r.:?_TON LATE.
: COPY OF THE S^
• '?= USE CE. ,7-,.RC6ND_NG timberland and atural
forested woodland and cropland (agriculture)
-not a licable-
c. S_rvED : VJ D?_ED : r? is :v :' CPT -- -- ---
?vC?. WZ- 71 YNI-S CR 'rIR C7 -HE
? } . =SSZ;ANC= CF A S=CC_CY 404 CC S r - -_-_
Z) a.T=' ??UrNC= = CF A 40I -
CR w v=-• D=v_?_Cti CF
-
AND
3) (--,'IT nz _?+*? = =' C;. ?S"` r• C=y =S CN:, ') , A Lr =,%-a r
:,, Otd TS=
NCR= CARCL-7'\V' r) S=4N CF CC-ASTAL FAWIG--'N?='?T STn=_?;G
F_st0 FCS=D
ACT=?IT`I IS C;;NS=S'?'_N-TT ATE T? -NCR=- CA:RJL?NA COAS"_,=L:, r* =ANT
-&3,4, PRCG-r?! -
. _
OWNER S / AG 7- NT' S S ZGNL T['J! E
G
E-T,r
S SIGN;L= VALID ONLY
I= a UTEORI ZATZON LETTER FROI-
Tom, ON-NER IS FROV_DED (18C.) y
5 ..
03 X5/97 15:08 $919 575 1510 CAROLINA SUNROCK „- LEDGE ROAD
DEM ID: 9 8 ?? 9 2
ACTION ID:.
Nationwide Permit Requested (Provide Nationwide Permit #):
JOIrIT FORM FOR
Nationwide permits that require notification to the Corps. of Engineers
Nationwide permits that'require application for Section 401 certification
VVM14 NGTON DISMCT ENGINEER WATER QUALITY PLANNING
CORPS OF ENGIIJEERS DIVISION OF ENVIRONNIENPAL MANAGEMENT
DEPARTMENT OF THE ARMY NC DEPARTMENT OF ENVIRONMENT. HEAL?H.
P.O. Box 1890 AND NATURAL. RESOURCES
NC 28402-1890 P.O. Box 29535
ATTN: CESAW-CO-E laigt, NC 27626-0535
Telephone [phone] ATTN: MR. JOHN DORNEY
Telephone [phone]
ONE (i) COPY OF THIS COMPLETED APPLICATION SHOULD BE SENT TO THE CORPS OF FNGNEERS.
SEVEN (7) COPIES SHOULD BE SENT TO THE N.C. DIVISION OF ENVIRONMENTAL MANAGEMENT.
PLEASE PRINT.
1. Ownea Name: Carolina Sunrock Corporation
2. Owners Add=s: P.O. Box 25; 1001 West "B" St. Butner NC 27509-0025
3. Owners Phone Number (Home): (Work): 919 575-4502
4. If Applicable: Agent's name or responsible corporate official, address, phone number.
_ Bryan Pfohl(Owner) Same Address & Phone No.
Dan Mattfield( Proj. Mg/Agent) Same Addresm, Phone
5. Location of work (MUST ATTACH MAP). County: Vance
Neatest Town or City: Ki ttrel l
Specific Location (Include road numbers, landmarks, etc.): S . R. 155 3000f t East of U . S . Rt .1
6. Name of Closest SUca mnUver.
Tar River
7. River Basin: Tar
8. Is this project located in a watershed classified as Trout, SA, HQw, ORw, WS I, or WS II? YES ( l NO XXJ
9. Have any Section 404 permits been previously requested for use on this property? . YES ( ) NO (Xl
If yes, explain.
10. Estimated total number of acres of waters of the U.S., including wetlands, located on project site: 23.5
11. Number of acres of waters of the U.S.. Including wetlands, impacted by the proposed project: '
FWed: -0.39-
Drained: = 0.0-
Flooded: --0.37-
Excavated: -0.06-
Total Impacted:.- -0.82-
ZOOS/006
06'1 hill 9661160',49 naoiwin93a H01 3104 uQy3
03/25/97 15:08 $919 575 4510 CAROLINA SUNROCK LEDGE ROAD 0 006/006
12. Description of proposed work (Attach PLANS-& 1/20 X IV drawings only): Excavation of quarry and
construction of a processing plant and associated infrastructure.
Construction of sediment control basin retention dam and settling pond.
13. Purpose of proposed i+otk:. Tn prnvi dp nra PcS water and stormwater-.dptention and
sedimentation control for the protection of the Tar River and Associated flood lain wetl.
14. State reasons why the applicant believes that this activity must be carried out in wetlands. Also note :,measures
taken to minimize wetland impacts. See attached narrative, Twenty-four acre wetland area
ad' ent to Tar River is avoided and protected from project impacts due to the prop, plan
1S. You are required to contact the US. Fish and Wildlife Service (USFWS) and/or National Marine Fisheries Smvke
(NMFS) regarding the presence or any Federally listed or proposed for listing endangered orthreatenad species or critical
habitat to the pernut area that may be affected by the proposed project. Have you done so? YF-S (X] No f ]
RESPONSES FROM THE USFWS AND/OR NUFS SHOULD BE FORWARDED TO CORPS.
16. You are required to contact the State Historic Preservation Officer (SHPO) =Zar&ng the presence of historic
properties iu the peribit area which may be affected by the proposed project? Have you done so? YES (] NO ( 1
RESPONSE FROM THE SHPO SHOULD BE FORWARDED TO CORPS.
17. Additional infixmation requimd by DEM:
A. Wetland delineation map showing all wetlands, streams, and lake; on the property.
B. If available, representative photograph of wetlands to be impacted by project.
C. If delineation was performed by a consultant, include all data sheets relevant to the placement of the
delineation line.
D. If a stormwater management plan is required fa this project, attach copy.
E. What is land use of surrounding property? Woodlands (timber) & Rural __Residential/Agri.cultura
F. If applicable, what is proposed method of sewage disposal? Not appl i ca e

sa'd 9 91 9661'60 is AMoicins3a H9I31da won3
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CAROLINA SUNROCK CORPORATION FIGURE 4. NATIONAL WETLAND INVENTORY MAP
P.O. BOX 25; 1001 WEST B ST. FROM: USF&WLS KITTRELL, N.C. QUADRANGLE; 1995
BUTNER, N.C. 27509-0025 DATE OF AERIAL PHOTOGRAPHY - 4/83
. i
awns
--
CAROLINA SUNROCK CORPORATION FIGURE 5. HABITAT INVENTORY MAP
P.O. BOX 25; 1001 WEST B ST. SOUTH VANCE COUNTY QUARRY
IBUTNER, N.C. 27509-0025 DATE OF FINAL WETLAND DELINEATION - 6/96
T T ... 71 / T-. - / (---
J /DON E/TR ES1
`..qua 1 Ji iii
0> M\
!
r
/. 1 ............. _?.. J ?.
rJ t li? / ?„n / r +>
l :;::+`•' 1 1 ( C) it
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.? .-' ? / .^" ? - ? / qtr'. r• ? ? J lI1 J ? /'I W / ., f
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02
cn
CAROLINA SUNROCK CORPORATION FIGURE 7. PROJECT FILL DETAIL - PLAN VIEW
P.O. BOX 25; 1001 WEST B ST. SOUTH VANCE COUNTY QUARRY
BUTNER, N.C. 27509-0025 KITTRELL, N. C.

Lam, L- P.J-t C,-J,,,
QUALITY 5833 MAIN ST. + P.O. BOX 827 + BUFFALO, N.Y. 14231-0827 + PHONE: [phone]
PRODUCTS
Ms. Candace Martino
Endangered Species Biologist
'. S. s1 & Wildlife Servi o
33726
;a c N.C.
September, 1997
e: nationwide Permit 26 Revi:,w Cocis uita,.ion
--nposed ,;<?utherr Van?.F C<?ur?r,y ?Jiaar y
'ar Ms. Martino
_.,?an` to t c requirements fur_ agency r.ot.ifi anon and
s?__at?on found at 33 r,FF, part 33' Appenc i_. A, ?t s
a r : ?-i.pa-:ed that the IJSArOi,; [fist r i ?t r?E?e w:

p_ ?Jing your Agency Vi..-tn niormac _(>r, rPrr ir;P?
rc„ect. 1 am taking -
his oppor tu'rii:_,
rovide vi
w,
_
. Y __, p
._
e
a ea consultation package to f .C i _ tar_E= reV ew >f this
ct.
ve enclosed a copy of the proposed project permit
a r . ; CaL 4on and support ing do c,ln?ent ?o;, t=, y ur rrivi ew.
M. ear? Manuel of the USf1C?OF; al as pe:

?? on the project Fins been review(-?d b No,_ _ r
?. by North . a-olirna
C _ 1 interest 1n your is
?e to be the ro lw_r.c?
development:
p1a-, s -al 1_ toi the_ co;npleto rV, J,:jn, jiiy
r r) n e or 1111 a vlt,e
s n the 6r
?es~ and the associated wetland areas.
2. Of the total 23.5 acres of wetland habitat on site, only
1.53 ac. (approx.) will be subject to either excavation or
fill associated with the construction of a storm water
retention pond and earthen dam. All proposed project
actions occur above el. 232 USGS.
3. The retention pond is designed to retain runoff from the
25 yr. storm event and is protected by a grass lined
spillway designed to pass f.lows between the 25 yr. and 100
yr. storm events.
4. Any construction-related sedimentation due to runoff from
the proposed retention pond and dam will be controlled by a
temporary sedimentation basin and rock dam constructed at
el. 232 USGS. This structure will be removed following the
stabilization of the pond, dam and spilllfray.
5. There will be no discharge of plant process waste water.
If you have any questions regarding this project, or require
additional project information, please feel free to contact
either. Mr. Dori Smith (Tel [phone]) or myself (Tel. 716-
762-8221) at your convenience.
Sincerely,
Andrew H. Auld
Manager, Environmental Resources
LANCASTER STONE PRODUCTS CORPORATION
cc: D. Smith (CSC)
G. Banino (Rust)
North Carolina Wildlife Resources Commission 0
512 N. Salisbury Street, Raleigh, North Carolina 27604-1188, 919-733-3391
Charles R. Fullwood, Executive Director
MEMORANDUM
TO: Susan B. Edwards, Mining Progrann Secr-tary
Land Quality Section
FRON1: Owen Anderson. Pled ont Region Coordinator
I labitat Conservation Pro?('rann
I) A,FIOcccmhcr 4. 191)0
SU13.II-.C I': Mining Pernnit Application for Carolin,i Sunrock Corporation for Southern Vince
County Quarry, Vance County, NC
Biologists on the Wildlife Resources Commission staff have reviewed the subject
document and are familiar with habitat values of the project area. Our comments are provided in
accorclance with provisions ofthe Minino Act of' 1971 (as amended, 1952) (C;.S. 74-46 through
74-68 15 NCAC 5).
The applicant proposes to mine oranite from a 156.5-acre site in southern Vance County.
The mine site is within the Tar River Basin.
This section of the Tar River provides habitat for state listed aquatic species, including
the Carolina madtonn (Notarrus.Ji.triosus), the Roanoke bass (Arnbloplites cavifr?ons), the yellow
lance (Elliptio lanceolatu), and the yellow lampmussel (Larnpsilis cariosci). Therefore, it is most
important that water quality be protected by preventing sedimentation, maintaining wide forested
riparian buffers and preserving wetlands and floodplains.
We are pleased that the applicant plans to leave a 100-foot undisturbed buffer adjacent to
the water courses and wetlands and that the permitted area is above the 100-year floodplain of
the Tar River. The proposed closed process water system and the pit water being pumped from
the sump to a retention pond should prevent sedimentation to downstream habitats.
We do not believe there will be significant impacts to fish and wildlife resources if the
measures to protect water quality and riparian areas are strictly adhered to.
Thank you for the opportunity to review and comment on this application. If I can be of
further assistance, please contact me at [phone].
cc: Mr. Bryan Pfohl, President, Carolina Sunrock Corporation

North Carolina Department of Cultural Resources
Jame,, 11. Hunt Jr., Governor
fictty Ray McCain, Secretary
December 6, 1996
MEMORANDUM
TO: Tracy E. Davis
Land Quality Section
Division of Land Resources, DEHNR
FROM: David Brook G(
Deputy State istorlc Preservation Officer
SUBJECT: Application for Mining Permit
Southern Vance Company Quarry, Vance County,
ER 97-7759
Division of Archive an(] llislorv
Jeffrey J. Crow, Director
Thank you for giving us the opportunity to review and corrlment on the above
project pursuant to Chapter 74, Article 7 of the North Carolina General Statutes.
Because of the location and topographic situation of the proposed project area, it is
unlikely that any archaeological sites which may be eligible for inclusion in the
National Register of Historic Places will be affected by the proposed borrowing.
We, therefore, recommend that no archaeological investigation be conducted in
connection with this project.
We have conducted a search of our maps and files and have located the following
structures of historical or architectural importance within the general area of the
project:
Josiah Crudup House. See enclosed map for exact location. This house is
listed in the National Register of Historic Places.
The proposed mine will not affect the historic property.
Thank you for your cooperation and consideration. If you have questions
concerning the above comments, please contact Ms. Renee Gledhill-Earley,
Environmental Review Coordinator, at 919/733-4763.
DB:slw
Enclosure
cc Carolina Sunrock Corporation
P.O. Box 25
Butner, NC 27509-0025
109 171a51 ]ones Sticcl • Ralci};11, Noah C, indina 276ul "_'SIt7 ?'.] ?
t
1
P.O Box125 • 1001 West 'B' Street • Butner N.C. 27509-0025
__-
V'
flaw
;S o
N
June 30, 1998

Mr. John Dorney, Wetland Specialist
NCDEI INR
4401 Reedy Creek Road
Raleigh, NC 27611
Re: Wetland Permit for Carolina Sunrock Corporation Southern Vance County Quarry
Dcar Mr. Dorney:
Please find the enclosed Pre-Construction Notification and Permit Application, as well as
supporting documentation, for Carolina Sunrock Corporation's proposed quarry located
in southern Vance County.
If you have any questions or.require additional information please, do not hesitate to
contact at [phone].
t _
Sincerely,
Dann . Matt field
Compliance Manager
Office: [phone] Fox; [phone]
- -coNSm??ccT7oN NoT APPLIC T70N
1) xc.•--CL-C:t C C=R2S of MFG s
2) A221. CY ? -t :t 401 CL--C_L-CN
3) CCCRZn-_= NC DrT=S=C:t C= C.=X5=1'..
=0 A?P4CPt=.? =
(:) COP''_' 0= 5 -:, R*_
r • - C__= C 05 C:.Z S 0= ='tGr'rr:5 (S- ?+Gy`iC'_ ADDF?SS?S Sam=--::) . Szl7ml
(i) COPIES SHOULD -- cZN-- TO THE N-C- D;V_E_CN OF --N7 ?.ONL-?T 2'_a?M - G?YT
(S.'- G---NC`! P.DDRZSOI.. S'?.=) r Co--_\T^
1. CFrZv-R-c N_ HE Carolina Siinrnck Cer--eratie
P.O. Box 25; 1001 West B Street
SU DiV-. =0N N;u=.
Butner N. C. Z=? CODE: 27509
TNC:,Z7D7NG SUED
VC SON- -GVc) , State R? 15?? N'3000 (ft E of U.S 1
=?.I:ON? N =., (H,cul) . (wOp1) . [phone]
-- ^ooT_(Z:- - G =ETc Y- u- 03 n.. TONS=S=D CORTCi?.?= : OF?Cr? R SOS
. L a : «_.
g CNE Iv?t-i==?:
Bryan Pfohl (Owner); Dan Mattfield (Agent/Project Manager)-
Same Address & Telephone as above
S. LCC?;ICN OE tvCR:1 (Pq0?=2I A ?10? ca•=»'--=?-. L': ? COPY OE' GSGa TOPOG:?.1?..=C
c?cNTY: Vance NL=?=sT TOWN OR C7-_Y: Kittrell
1

Nu2?= EIS, ?_*IDLa?u ETC.) .
That area lying between State Rd. 1552'and the Tar River floodplain.
NOTE: Project does not involve any portion of the floodplain forest.
E. ?naC := oR Tar River
R_TR __ ?_N: Tar
i ;S 'onC??C= _•CC=---, ?v-= _. n =- C?=.?c?_ _-D ? _ ZCG:', n:;-: _
CGTS::VD=NC :=S:.cncE wi---- (OR;v}
S'j---' (w=-= CA WS-=7) (X] -7 7 --Y- -t==--Y^ h:__..
7tZ ic. T =_ _ ?.G,? .C_ _CC: --D w-- =-Y = NG.°•= C _.. --?'=- L'-----V G= CG-?
T!=?l:.GM-? _--N IT CGNCE::? (_C) `?=S ( ] NO (X] -
7c, IF LCC._-_u W-Tr__N r ._ CG: L5_ CCGNT`i FOR
_ OF C^_rSi . C-?GN= ) , W'^_._ Tt'.??_?TD V'? __?V (?C? } D. =-q.:: CV
-not applicable-
8a. r?4- _?T-_' S= =GN 40: __:`_=5 C=?V ??.?v_CCiS `_' Rr?Gc?==] _v:
R GSE CN
(X
=. -i_CGS --=1?T__ VD W ?D---CV:= =V=De?`?'==C;i NC_v:)c ,:000P! 0: 4^'
-T=om=`-'• `-' ( ] NC Ix '] __ `_'_S, DESK:==__ rV_DC= .__CD {:
9a. ESTT???_?D TCT NL' C? Or ?C=CS =Y TRACT OF LrUM: 215 acres
c?, ESTTU`?_°D TGT_..L NUY-BER C: AC-I_'-S Oc WEMNDS J.G_EJ Cv PR Cuc..__ S__-.
23.5 acres
2
_0a. Nu- L3 CF C_ .. Cc We=: -NMS '`??3C_=D B'! PT_?OPCSZD P'ROjEC P'_:
?L=VG: -0.39 acres- =XC_.:r'_=CN: -0.06 acres -

00 0* -0.37 acres-
OR G=. -0.0 acres-
OT::- R:
_C---%-L, ;,c_ZS "ML SAC==: -0.82 acres-
-0.0- acres
_0b. (1) 5:.... `? C =?dN=.. .O ., .. ?`•`= C.°_D 3`_' =::? P?OPOS?D °OC??C= (__
VD A-= rZ_2,CG=_-CN .
'?IG^.- c=.OFL..: 4200 n -V 2200-- --- r''
(ba°a= Cr. ?ca_ i_?^ ramie= c.a? mss) . 2.5 (average)
3.5 (average)
Q.5 , 1 5
C: i CH y'i?KI R;C.zZC`1. __ ?zyF-v= Cc
X CCNS_ .QC.=CN C. ?_ D YM .CCD=N_ iG. X
CCNS:IUC:_CN OF r_ PCND Wr_._ =?- S_7- C.
DR:--,V=SIG :O T -E .CN=: 165 acres
3 .*1 acres
1_. CN 0. g?.OPCSTD F+Cc?F .NC.v7.VG D=:C-7 S:.ON CF = =- C.
M-Z = *1= C:--L TO BE US.D (:.- - : ? VS . S ? / Z " X 11"
D:?:=ri VGS
Clearing and.grubbing of approx. 7 acres and construction of 15ft.wide
at crest sediment and runoff impoundment dam and installation of
interim erosion control structures and spillway construction.
Equipment to be used will include bulldozer, hydraulic backhoe excavatof;-
12. PUPSCSc. OF PROSCSc.D YORK: installation of ernsinn and SPdim _ntation '
control features in support of the develnnment of a rnn'k quarry And
associated pr•o•ce5sjng plont_,._ _. _
• 3
wr_` -- ---i-D T-=-- -==C ?C==`i 2*_IIS_ _C C'.G?LO
CC= :Y w;' _VDS F-7-3 T-== ?V .C ??=?1=?Z: :t-=,= \T
?J J
yconstruction of sedimentation control impoundment and stornmater
detention areas in the upper areas of the drainage is consistent with
maintaining the natural drainage to the Tar River. These structures
necessarily must be located between the area to be excavated for the quarry
and the Tar River. The floodplain forest was avoided and disturbed areas will be
seeded and revegetated with appropriate species
'_'CG ._r R-'YG=?7.D v_=,?L:=L S=1?i:C?
AND/OR ?_G-
=CS__- L___CD Chi
_ -.C?CS-D ` _ C, R- L__ _ _VG T:;2;; Gc: C?. CP. C:.-
=V -HZ tiH:_ T"-= u_v :_ !'_^cD nY T_r -..O=CSLJ _:.Ovc?=. :Jr _- ...
Candace, Martino (USFWLS) 9/15/97 (:
-?'--
(S ==C) (5 :- G?`iC`! :?D .-S CC 5 __:) :r -?D=YG = -. _S-`iCD OE
David Brook 12,L?Ati
i . DC L.. T =:.C??C= =?ivOL?- =:==?iD=_ L 0? =GLLDC _•?NDS CR _ uSL C. - -- RE G-ti- - ---_CN Cc

:C,-- PvrV: "-T_rC 5 CF = NOR=:. C..'=.OL=N:_
:CL7C'_ AC:?
Y-s [ ] NO [ ]
T RCGG-r.' THE NCR_H
A?t?3V=STR:._2CY ST____ CL -R_TNC:v^^GSD.
' 141-7 OF
`ES N NO
: YSrcR TO 171 ,S Y=5, -H-; Sv_N.=_ _-- DCCMY.'`?T T.ON FRCu T`--
S:_._ C;,c -R-NGr.OGS ;. TO D=v=__CN CF r aRCN ?iT:=. 2??Vt?G=`?? `IT R G: D---NC-
CCt?OL? *iC? 4v:TH TF?. NOR=:. C=;OL=V? ??iV=RONL_VT:? POLIC'f r? C: .
QU--c:=CNS R-.GIRD=NTG T:i_.. CIZ:I - GHCOS R-- 11 v PgCC SS 5"ciCG'1,17 Bz
D_tir_=D T_0 V- S. CR=S BAGGE_-, D__ ..TOR Si'TE C=,c._?R:-VG'r:OUSE NORTH .
C'-ROLIV? DE??R24-HNT OF A^?V-- 1_ST7-z T- N, 116 WE S 7, GCNcS S_RLII?Lc.IGr:,
NORTH CAROL_-? 27603-3003, T_1 CNF (S2.9)
4
13. THE F OLLC?IG i.G=D =L 7 CLDDED r-^'-: THT :z _ . IN 0- N
=C--''--- =N',7CLv D=_GE OF E:C=-G TED -S T FiLT_t?`i:J DEZ -7N :-- -CN S=CC::NC- P._:=, ?TZL,%?NDS
'D PONDS CN T: °.OP= R^•v ('?F NAT=ONw=_',E my ,, __ , =ti: s
29, AND 38) S:R~_!c 21? Z-?r
S'-.Cw 1 C`i SC: - S=0 RL?7F.Y_) CN : ROo=R:':
=VG E'KQars goo oa =uC ='tic:?,s 50 CF
7-1;L. Z T
?`-=aCb _
DD BY.poC--?_c, REr. OE' Fic='.??Dc TO C.
C. DE=?; =CN P=ti=GeD A CCNSv ^-*1T -
RryLV: Y= =0 T?.: p__C ='i: Oc _ DELI= ON
C. tTC.. ._ C32Y T -_ LT?1E.-
c. -??+ -- OE, TH+ S:CP*T???. L??VmG?'?JT °jV E R'ti?.FJ.
LA-NO USE CF S:;:ti.CGZJD=NG FRCP?R-Y? timberland and_ natural
forested woodland and cropland (agriculture)
-not a licable-
c S_r-NE0 rGE.v= ._v:
R TT.r-NDS CR 'W"CiC ?' Y U.?. ?(Z._r ZIQ?' _?(??•---;
_ .. 1 F- - --? p,.__C. R .C
_) • _SS'vey?i CFA SE __CN 404 C^,..35 C:. t"N
CR re=v CFA 401 D=v
?
rr?:. ?Cir?`1"!) C' R7 - =Ck_TTCN AND
A L= T,17-7
R = ?CA*_ Tom.
NCR -
_.. CAROLS ' D: v ?S'ON C_ C:.r`S .L 2*_'=?\'+='NT S i ?iT 'iG
ctcOFCS?D
ACT=?TTv .S CONS=S NOR' H= C-k-1.JL_NA CCAS:! , T*_ANa
? RCC-c?.?D•1.
OWNER S/AGENT'S S_GN,?TU-rE
AT E
(AGENT'S SIGNA-T E .T-, TD CN,Y
AGT:=OR?' ZP T=ON LETTE= FROM
Tr_r. OWZTER IS PV(DVIDED (18C.) ),
. s

03,?5i97 15:08 '$919 575 4510 CAROLINA SUNROCK ?.. LEDGE ROAD 16005/006
DEM ID: ACTION ID:
Nationwide Permit Requested (Provide Nationwide Permit #1): ___ _
JOINT FORM FOR
Nationwide permits that require notification to the Corps.of Engineers
Nationwide permits that'require application forSection 401 certification
WILMINGTON DISTRICT ENGINEER WATER QUALITY PLANNING
CORPS OF ENGINEERS DIVISION OF ENVIRONKENTAL MANAGEMENT
DEPARTMENT OF THE ARMY NC DEPA.RTMEEN'I' OF ENVIRONMENT. HEALTH.
P.O. Box 1890 AND NATURAL RESOURCES
wihnington, NC 2841)2-1890 P.O. Box 29535
ATTN: CESAW:CO-E R?alccirh, NC 27626-x535
Telephoce [phone] ATTN: MR. JOHN DORNEY
Telephone [phone]
ONE (1) COPY OF THIS COMPLETED APPLICATION SHOULD BE SENT TO THE CORPS OF FNGINEERS.
SEVEN (7) COPIES SHOULD BE SENT TO THE N.C. DIVISION OF ENVIRONMENTAL MANAGEMENT.
PLEASE PRINT.
1. Owners Name: Carolina Sunrock Corporation
Z. OwnarsAddrrass: _ P.O. Box 25; 1001 West "B" St., Butner,_NC27509-0025
Work):_. X919) 575-4502
3. O-clcrs Phone Number (Home): (
4. If Applicable: Agrnt's name or responsible corporate official, address, phone nurnber,
'Bryan Pfohl(Owner) Same Address & Phone No.
Dan Mattfield(,Proj. Mg/Agent) Same Addrese, Phone
5. Location of work (MUST ATTACH MAP). County: Vance
NeatestTown or City: Ki ttrel 1
Specific Location (Include road numbers, landmarks, etc.): S. R-1552- 3000ft, East of U.S. Rt. l
6. None of Closest Streanz/River. Tar River
7. River Basin:
8. Is this project located in a watershed classified as Trout, SA, HQW, ORW, WS I, or WS II? YES ( ] . NO IXJ
9. Haye any Section 444 perm s been previously mquestcd for use on this property? YES i ] NO (X]
If yes, explain.
10. Estimated towl number of acres of waters of the U.S., including wetlands, located on project site:- 23.5
11. Nurnbcr of acres of waters of the U.S., including wetlands, fmpactad by the proposed project: '
Puled: - 0.3 9-
Drained:
0.0-
flooded: - 0.3 7 -
Fxcavarm: -0.06-
Total Impactod• -0.82
v8'A I r 1 7 1 9661'6B•.40 A401H111034 H91310d WOMJ
03/25/97 15:08 $919 575 4510 CAROLINA SUNROCK + LEDGE ROAD [ 006/000
Excavation of quarry and
12. Description of proposed work (Attach PLANS-8 1R" X 11" drawings only):
construction of a processing plant and associated infrastructure.
Construction of sediment control basin retention dam and settling pond.
13. Purpose of proposed Work% To rovi process wa er and stormwater detention and
sedimentation control for the protection of the Tar River and Associated floodplain wetl
14. State reasons why the applicant believes that thls activity must be carried out in wetlands. Also, note.mcasures
takeato rninim wedand impacts. See attached arrative Twenty-four acre wetland area
adjacent to Tar River is avoided and protected from project impacts due to the prop. pla
15. You arc rrcIuirrd to contact the U.S. Fish and Wildlife Service (USPVS) and/or National Marine Fisheries Sec-vice
(NNIFS) regarding the presence or any Federally listed orpinposed for listing endangered orthreatencd ecies or critical
habitat in the permit area that may be affected by the proposed project. Have you done so? YEspT "I NO [.}]
RESPONSES FROM THE USF%vS AND/OR N IFS SHOULD BE FORWARDED TO CORPS.
16. You are required to contact the State Historic Preservation Officer (SHPO) regarding the presence of historic
properties iu the perinit area which zany be affected by the proposed project? Have you done so? YES '(X] NO( ]
RESPONSE FROM THE SHPO SHOULD BE FORWARDED TO CORPS.
17. Additional information regturcd by DENS:
A Wetland delineation map showing all wetlands, streams, and lakes on the properly.
B. If available, representative photograph of wetlands to be impacted by project.
C. If delineation.was performed by a consultant, include all data sheets relevant ID the placement of the
delineation line,
D. If a stormwater management plan is required for this project, attach copy.
E, What is land use of surrounding property? Woodlands (timber) & Rural Residential/Agri.culturz
F. If applicable, what is proposed method of sewage disposal? Not applicable
.
s0'd 9b 191 9661'60'10 A8oldln03d H9131U8 WOdJ
Pvb
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y 11 1..' ,L, Pf01A•
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PF01A
CAROLINA SUNROCK CORPORATION FIGURE 4. NATIONAL WETLAND INVENTORY MAP
P.O. BOX 25; 1001. Wisr B ST. FROM: USF&WLS KITTRELL, N.C. QUADRANGLE; 1995
BUTNER, N.C. 27509-0025 DATE OF AERIAL .PHOTOGRAPHY - 4/83 ---
CAROC.INA SUNROCK CORPORATION FIGURE 5. HABITAT INVENTORY MAP
P.O. BOX 25; 1001 WEST B ST. SOUTH VANCE COUNTY QUARRY
BUTNER, N.C. 27509--0025 DATE OF FINAL WETLAND DELINEATION - 6/96)
DE N E /-r RES 0 / / f f
1 ?
rt,
c
P) g
7 11 -71
.... r
.../..... .._ ................ ..... ....
•n
® - /
-Lo -U
-0 x
-p
/ / I !
I?
1
CAROLINA SUNROCK CORPORATION FIGURE 7. PROJECT FILL DETAIL - PLAN VIEW
P.O. BOX 25; 1001 WEST B ST. SOUTH VANCE COUNTY QUARRY
BUTNER, N.C. 27509-0025 K[TTRELL, N. C.

O U A L I T Y I 5833 MAIN ST. + P.O. BOX 827 + BUFFALO, N.Y. 14231-0827 + PHONE: [phone]
PRODUCTS
Ms. Candace Martino
Endangered Species Biologist
US. Fish & Wildlife Service
0. Box 33726
Raleigh, N.C. 27636-3726
15 September, 1997
Re: Nationwide Permit 26 Review Consultation
Carolina Sunrock Corporation
Prnposed Southern Vance County Quarry
Dear Ms. Martino
pursuant to the requirements for agency notification and
co:-:sl_,lation found at 33 CFR part 330, Appendix A, it is
art._cipa`ed that the USACOE District nigineer ;n i].i be
providing your Agency with inforrnation pertinent to our
project. I am taking this opportunity to provide you with the
a Cached consultation package to facilitate review of this
project.
I have enclosed a copy of the proposed project permit
application and supporting documentation for your review.
Ms. Jean Manuel of the USACOE has performed a sire visit, and
:ne a?tached delineatiCn Map reflects ti e res.';.Is of
Vls; r
r_n addition, the project has been reviewed by North Carolina
`r speC?_al interesr. in your rev;n,',r of the ^jC t project is
!e_Iy to be the following facts related to pro e
'_'evelopmer;t:
O]E t plat-, call for the complete avoi,?,- OL any
_-SLI-:rbance or Lii_i activities in the Tar River f1JCdpiairl
?orest and the associated wetland areas.
2. Of the total 23.5 acres of wetland habitat on site, only
1.53 ac. (approx.) will be subject to either excavation or
fill associated with the construction of a storm water
retention pond and earthen dam. All proposed project
actions occur above el. 232 USGS.
3. The retention pond is designed to retain runoff from the
25 yr. storm event and is protected by a grass lined
spillway designed to pass flows between the 25 yr. and 100
yr. storm events.
4. Any construction-related sedimentation due to runoff from
the proposed retention pond and dam will be controlled by a
temporary sedimentation basin and rock dam constructed at
el. 232 USGS. This structure will be removed following the
stabilization of the pond, dam and spillway.
5. There will be no discharge of plant process wastewater.
If you have any questions regarding this project, or require
additional project information, please feel free to contact
either Mr. Don Smith (Tel [phone]) or myself (Tel. 716-
762-8221) at your convenience.
Sincerely,
Andrew H. Auld
Manager, Environmental Resources
LANCASTER STONE PRODUCTS CORPORATION
cc: D. Smith (CSC)
G. Banino (Rust)
® North Carolina Wildlife Resources Commission
512 N. Salisbury Street, Raleigh, North Carolina 27604-1188, 919-733-3391
Charles R. Fullwood, Executive Director
MEMORANDUM
TO: Susan B. Edwards, Mining Program Secretary
Land Quality Sect nil
FROM: Owen Anderson, Piedmont Region Coordinator
Habitat Conservation Program
DATE: December 4, 1996
SUBJECT: Mining Permit Application for Carolina Sunrock Corporation for Southern Vance
County Quarry, Vance County, NC
Biologists on the Wildlife Resources Commission staff have reviewed the subject
document and are familiar with habitat values of the project area. Our comments are provided in
accordance with provisions of the Mining Act of 1971 (as amended, 1982) (G.S. 74-46 through
74-68 15 NCAC 5).
The applicant proposes to mine granite from a 156.5-acre site in southern Vance County.
The mine site is within the "Tar River Basin.
This section of the Tar River provides habitat for state listed aquatic species, including
the Carolina madtom (Noturus fiuriosus), the Roanoke bass (Ambloplites cavifi-ons), the yellow
lance (Elliptio lanceolata), and the yellow lampmussel (Lampsilis carioca). Therefore, it is most
important that water quality be protected by preventing sedimentation, maintaining wide forested
riparian buffers and preserving wetlands and floodplains.
We are pleased that the applicant plans to leave a 100-foot undisturbed buffer adjacent to
the water courses and wetlands and that the permitted area is above the 100-year floodplain of
the Tar River. The proposed closed process water system and the pit water being pumped from
the sump to a retention pond should prevent sedimentation to downstream habitats.
We do not believe there will be significant impacts to fish and wildlife resources if the
measures to protect water quality and riparian areas are strictly adhered to.
Thank you for the opportunity to review and comment on this application. If I can be of
further assistance, please contact me at [phone].
cc: Mr. Bryan 11fohl, President, Carolina Sunrock Corporation

6s

North Carolina Departinent of Ctiltural Resources
James 13. Bunt Jr., Governor
Betty Ray McCain, Secretary
December 6, 1996
MEMORANDUM
TO: Tracy E. Davis
Land Quality Section
Division of Land Resources, DEHNR
FROM: David Brook ?, ???
Deputy State istoric Preservation Officer
SUBJECT: Application for Mining Permit
Southern Vance Company Quarry, Vance County,
ER 97-7759
Division of Archives and History
Jeffrey J. Crow, Director
Thank you for giving us the opportunity to review and comment on the above
project pursuant to Chapter 74, Article 7 of the North Carolina General Statutes.
Because of the location and topographic situation of the proposed project area, it is
unlikely that any archaeological sites which may be eligible for inclusion in the
National Register of Historic Places will be affected by the proposed borrowing.
We, therefore, recommend that no archaeological investigation be conducted in
connection with this project.
We have conducted a search of our maps and files and have located the following
structures of historical or architectural importance within the general area of the
project:
Josiah Crudup House. See enclosed map for exact location. This house is
.listed in the National Register of Historic Places.
..,The proposed mine will not affect the historic property.
Thank you for your cooperation and consideration. If you have questions
concerning the above comments, please contact Ms. Renee Gledhill-Earley,
Environmental Review Coordinator, at 919/733-4763.
DB:slw
Enclosure
OCC Carolina Sunrock Corporation
P.O. Box 25
Butner, NC 27509-0025
109 East Jones Street • Raleigh, North Carolina 27601-2807 -OD,
+ ~ ~ `r ~ b

Pl. t
O E 2,167,000
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NAMES DATE j

alI wllliarr~ Gwen kl InG. DRAwNj R'JN ' VU96 ,
INOINCIRS • ARCHITECTS DESIGN nRS
PML MGR.i GMB
70 ~ w nN P.O. lac 1179 PROD, ENG,s S# M AW SIAM, MW CAMOV, ACM OWWW PROJECT NUMBER DATE
k 11N111 W.. FuL 27219 110I 220-9634 1 CHECKED RUST DI REVISION
REVISIONS MADE CHK DATE NO. REVISIONS SEDIMENT AND a 1~ EROSION CbNTR01. NUMBER , ~U1N NUMBER
MA Ht( DE C MADE CHK DATE C I NT r er ~a 10 YEM ACME MAP E DvG SHEET NUM NUMBER
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I
50' UNDISTURBED CHANNEL 1171
90' UNEXCAVATED
90' WIDE
INITIAL BERM, (TYP.)
CHANNEL NO.9
INITIAL CLEAR
UMns, (TYP.)
.00
SOUTH CHAVIS ROAD
\ J
c -C^
/
CHANNEL N0.4 r '--,-CHANNEL �'N0.3
PIPE NO.3
_ o
TEMP. SEDIMENT
BASIN NO. 5 RIP RAP
,DOUGHNUT `
\ RTEW ROCK 'DAM CHANNEL N0\� 1
TEMP. SEDIMENTS \ �'
' � = IN� NO. 4
` HAMEL,` NQ -.2
J/ I
C H4AIRN 0_1 1
SECONDARY ENTRAN
HATH GATE
TEMP. SEDIMENT
BASIN NO. 3
TEMP. SEDIMENT J
BASIN NO. 2
CHANNEL NO. 14 -
alloy, williams, carmen 4 king, Inc.
ENGINEERS & ARCHITECTS
740 chapel hill road p.o. box 1179
burlington, n.c. 27215 910/226-5534
CHANNEL NO.13
STORM
STORM
CHANNEL CALCULATIONS
STORM FREQUENCY 25 YEAR
--- ---
--
-
-
_
-
REQ -0.
STORAGE
(FT.')
[CHANNEL
NO.
AREA O=CIA BOT. WIDTH
(AC) (CFS) (FT.) I
n
SLOPE ``
(%) I
VEL
(FPS)
DEPTH
(FT.)
SNEAK STRESS
(PSE)
6
TEMP- ! PERM.
STABLUJI ION
1
0.25 0.68 4
0.0331
4.0
1.74
0.10
0.25
SIZE
S 75 KXC
SLOPE
0.25 0.68 4 10.0331
3
4.5
1.82
0.10
0.28
133W
S 75 NAG.
3
0.65 1.63 4
0.0331
3.0
2.18
0.17
0.32
10 MIN. 6.8
10
4
1 0.75 1 2.04 4
0.033
3.0
2.36
0.19 1
0.36
0.40
S 75 NAG. -
5
2.02 5.49 4
0.033
3.0
3.29
0.33
0.62
5.5 5.5
S 75 RIC
6
3.67 9.98 4
0.033
3.7
4.26
0.44
1.01
5
S 75 NACL
7
4.93 13.40 4
0,033
3.1
4.38
0.
1.04
CAP. -.39.17 CFS
3 x 1.5 = 4.5'
8
7.71 4
0.033
4.2
5.57
0.54
1.68
S 150 NAC
9
1. 4
0.033
4.2 1
2.99
11r
CPP
2.0
2.58
HW=0.44 HW =0.29
4
1.5 1.5
0.40
10 MN. 6.8
4.10
1
CPP
S 75 NAG.
11
4.07 11.074
0.033
2.8
3.99
10 MN. 6.8
4.10
11r
S 75 NAC.
12
5.01 13.63 4
0,033
3.5
4.60
0.40
1.16
5.44
S 75 NA&
13
0.30 1.36 4
0.033
2.0
1
14
0.06 0.22 4
0.033,
4.0
1.14
0.05
0.12
S
15
0.65 1.77 4
0.0331
3.2
2.29
0.17
0.34
S 75 N.A.C.
16
1.15 4
0.033
3.7
293
0.23
0.53
S 75 NAC.
17
4
0.033
8.0
4.97
1.44
S 75 NAG.
18
1.00 5.17 1 2
0.033
13.0
5.97
2.40
d5O-C
Am= T.=1
19
0.40 1.09 1 2
0=
13.0
3.65
0.13
1.05
NAC.
20
5.90 16.05 1
0.033
2.0
3.96
0.57
0.84
S 75 NA
C0.4
= 6.8 IN./HR.
NAG. = NORTH ANERICMI GREEN LINERS
TEMP. LINERS REQUIRED FOR ALL SLOPES > 2% AND VELOCITIES > 2.5
FPS.
\ZY
I
alloy, williams, carmen 4 king, Inc.
ENGINEERS & ARCHITECTS
740 chapel hill road p.o. box 1179
burlington, n.c. 27215 910/226-5534
CHANNEL NO.13
STORM
STORM
DRAINAGE DESIGN
FREQUENCY 25 YEAR
DRA'w N- RJN
6/5/96
PIPE
NO.
iBASIN
NO.
�DRAINAGE DISTURBED
ARTFA AREA
(�) (AC)
REQ -0.
STORAGE
(FT.')
C
PIPE NO.
AREA (AC.)
C
INTENSITY
0-00,
2340
6
PIPE
2663
REMARKS
2
SUB TOTAL
L.B.
T.C. I
CF5
SIZE
MAIL
SLOPE
VEL
3
1
49.0 49.0
0.40
10 MIN. 6.8
133W
4
RCP
2.5
18.79
HW=8.31 HW =1.58
2
2.5 2.5
0.40
10 MIN. 6.8
6 8
18'
RCP
6.0
12.29
HW -1.5 HW =1.0
_
r3
5.0 5.0
0.40
10 MIN. 6.8
13.6
2,C
RCP
3.3
11.74
14W=1.97 HW =0.99
4
5.5 5.5
0.40
10 MIN. 6.8
1&0
2,C
RCP
2.0
10.02
HW -2.11 HW D=1.05
5
8.0 13.5
0.40
10 MIN. 1 6.8
1 36.7
2,117
RCP
3.0
12.48
CAP. -.39.17 CFS
3 x 1.5 = 4.5'
1 d50=3" dmax.=4.5 T = 6.75
A
0.2 0.2
0.40
10 MIN. 6.8
0.54
11r
CPP
2.0
2.58
HW=0.44 HW =0.29
8
1.5 1.5
0.40
10 MN. 6.8
4.10
1
CPP
2.0
4.57
RW -1.22 HW =0.82
C
1.5 1.5
0.40
10 MN. 6.8
4.10
11r
CPP
2.0
4.
HW=1.22 HW =0.82
D
2.0 2.0
0.40
10 MIN. 6.8
5.44
lar
CPP
2.0
4.89
HW=1.49 HW =0.99
Nr ! R E v, ,"1❑NS
7 -
SEDIMENT BASIN
CALCULATIONS
DRA'w N- RJN
6/5/96
PIPE
NO.
iBASIN
NO.
�DRAINAGE DISTURBED
ARTFA AREA
(�) (AC)
REQ -0.
STORAGE
(FT.')
WEIR
LENGTH
(FT.)
DIMENSIONS
PROMDED
(FT.)
STORAGE
PROMDED
(FT.' )
1
450
1.3
2340
6
501 x 25V TOP
251 X 7'W BOTTOM - 3' DEEP
2663
1 m
2
0.1
180
4
141 x 7'W - 2' DEEP
196
3
3
0.3
540
4
241 X 12'W - 2' DEEP
576
4
-
0.25
0.25
450
4
24'L X 12'W - 2' DEEP
576
F54
&75
0-79
130
4
401 x 20'W TOP
281 X 81W BOTTOM - 3' DEEP
1920
8
3.0
5400
8
701 x 35V TOP
58'L X 23'W BOTTOM - 3' DEEP
5676
A
6A
4 x 1.5 = 6'
3 x 1.
d50=
dmax.=4 T = 6.7
'L x 'W TOP
L X 'W BOTTOM - ' DEEP
ZONE 1 A
4 x 1.5 = 6'
REQUIRED STORAGE = 1800 ft.'/ACRE OF DISTURBED AREA
NOTE : SIZE OF SEDIMENT BASIN GA WlL BE DETERMINED AFTER EXPERIENCE SHOWS HOW MUCH WATER
CAN E EXPECTED.
MAD_ _-r< i;A`�_ II NG.
R S 1 G °\, S
MALE; CHK SATE
0
Y,
71
a CHANNEL NO. 12
m
QUARRY ACCESS ROAD
RIP RAP
ti--- DOUGHNUT
PERM. RIP RAP OUTLET STABILIZATION
(NEW YORK METHOD)
SATE
DRA'w N- RJN
6/5/96
PIPE
NO.
FROM APPRON
FIG. 8.06b.1 MATERIAL
MANUAL
LENGTH OF
APPRON
WIDTH OF
APPRON
PRO-' ENG
STONE SIZE
do
APPRON THICKNESS
CHECKED
OPENING CAPACITIES
MMI
0 50 100 200
0-3.1 (6) (1.5) 3/2
1
-
1 m
(EACH SIDE)
2
ZONE 2 LIGHT CLASS 8
6 x 1
3 x 1. = 4.
dmox.= = 1Er
3
1 ZONE 2 LIGHT CLASS 8
6 x 2= 12'
3 x 2= Ir
d5O-tr
dmax.= T= i
4
-
5
-
A
ZONE 1 LIGHT CLASS A
4 x 1.5 = 6'
3 x 1.
d50=
dmax.=4 T = 6.7
8
ZONE 1 A
4 x 1.5 = 6'
3 x 1. = 4.5'
00=
dmax.=4. T = 6.7
C
ZONE 1 LIOIIT CLASS A
4 x 1.5 = 5'
3 x 1.5 = 4.5'
1 d50=
dmax.=4 T = 6.7
D
ZONE 1 LIGHT CLASS A
4 x 1. = 5'
3 x 1.5 = 4.5'
1 d50=3" dmax.=4.5 T = 6.75
NAMES
SATE
DRA'w N- RJN
6/5/96
DES10N: DRS
6/5/96
PRG- MGR. GMB
6/5/96
PRO-' ENG
FILTER
CHECKED
OPENING CAPACITIES
MMI
0 50 100 200
PIPE NO.4
It
Z
w
-
YARD INLET NO. 1
W/BLOCK & GRAVEL
FILTER
'
OPENING CAPACITIES
0-3.1 LH 3/2
0-3.1 (6) (1.5) 3/2
0-34.2 CFS
1 m
(EACH SIDE)
vq,■s
Ili
-- ' - 290
PIPE NO.5
JUNCTION
MANHOLE
CHANNEL NO.20
17' (PHASE 1)
C �
(PHASE 2)
GRAVEL ACC
(SEE DETAIL S
FOR TYPICAL SEMON)
W'
CHANNEL, NO. 19
•
i
KEY
0'r
ENVIRONMENT cc
MRINFRASMUCTURE
SOUTH VANCE QUARRY, VAACE CUUNT Y, NORTH CAROL 1 NA Pp - J E L" u M B_� A T
- - -- - --- - --- -- _ - -
RE /T -11;
SEDIMENT AND EROSION CONTROL PLAN �� 9 OF14
10 YEAR MINE MAP wr S�==T"`
IE
C

~ o
L ' CHANNEL CALCULATIONS
m V~ W ~j ' ~ STORM FREQUENCY 25 YEAR iCHANN AREA Q~CN BOT. WIDTH! SLOPE VEL DEPTH SHEAR STRESS TEMP. do PERM.
W CHANNEL N0.25 w . ti I (~~s> ; (~r.) ~ (x) (~6) (~~1 (~sF) srA~uUiar+
' 21 11.0 30.73 ' 8 0.033 2.0 4.81 0.83 1.04 S 75 NAG. _ ~ 12.5 34.0 ' 8 0.033 8.0 5.66 0.&5 3.24 9',drtwx.=13.5',7..21
SETTELING PONDS ~ 23 7.5 20.4 6 0.033 8.6 4.77 0.89 2.43 d56~8',dmax.~9",T.~13.5
AND ACCESS TO PONDS 24 0.90 2.45 I 4 0.033 1.D 1.74 0.29 0.18 NONE ' 25 0.80 1.83 + 4 0.033 8.7 2.83 0.13 0.54 S 75 NAG.
1.3 ACRES II~aTIAL CLEARING 28 0.85 1.77 4 0.033 1.0 1.57 0.24 0.15 NONE
TEwIP. sEpl l6NTS (TYP.) 27 0.80 1.83 4 0.033 4.0 2.39 0.15 0.37 S 75 NAG. 28 16 4 p,p,}3 1.0 0.95 .10 0.06 NONE
• BASIN 4 0 1.90 4 0.033 6.3 2.93 .1 0.59 S 75 NAG.
~ CHANNEL N0.26 ~ r~~, ~ w~oE 4 OA33 2.0 1. NONE 1 4 0.033 2.5 2.00 .17 0.28 S 75 NAG.
~ ~ ~ ~ INrrw. eERal, (nrP.) 32 85.0 231.2 20 0.033 2.0 5.29 1.13 2.18 d50~ ,dmax.~ ,T.~13.
F---~-----~ j T-~
~ ~ ,J ~ CHANNEL N0.27 I
N k O ~ ~s ' 12' ig' `~'J 3~ ?'J tit
- .G.. 1 Gam. 4' B'
- BASIN N0. _ N N0. 1 k /~.1,`J 18' 30"
~ _ m ~ ~ \ C = 0.4 ?7 tit ?7 ti~ i = 6.6 IN./HR. 8' 20'
~ N ~ CH NEL 0.28 ~ 282 _ . N NAG. ~ NOR1H AMERICAN GREEN LINERS TEMP. LINERS REQUIRED FOR ALL SLOPES > 2X AND VfLOCfTIES > 2.5 FPS.
. ~ k ~ a ~ w \ i 1
28 ~y vr~._ `1.. r
V ~ ti-.. ~ ~ ~ I
~ ti ~ e ~ O ~ `1. ~p e e
O ~0 C ANNE 0. ~ , ~ O• n \ '0 N i
f BASIN N0. _13 ii~~ La N k,._____.__
k 1/1 \ ~ + L 290 W s n r \ Y
+ W ~ x x ~ H ~ A ~x ~ 1 ~ i 1'
CHA NEL N0.31 n x
~ CLEARMIG LI~IIT$ I 1 r. 4 n Z 1 PI E N0.10 N
o ~ ~ ~ ~ ~ o ~ S AeluzATbN CHANNEL NO 30 r y y \ _
o ~ N No. 1s ~ 7 7 ` ~ Ir STORM DRAINAGE DESIGN
290 ? I ~ ~,p ~ ) N ~ ~ ~ i ~ r- ~ ~ ~ ~ ~ ! ;STORM FREQUENCY 25 YEAR -t, ~ `1~ ~ ~ ~ ~ PIPE N0. AREA (AC.) C INTENSITY Q~CIA PIPE REMARKS ~'i
PHASE 3 .r ~ i ti ~ ti ~ 5 " I SUB i0TA1 LB. T.C. I CFS SQE MAT'L SLOPE VEl
BERM ~ 1 / ~ ~;i ~ r TEtrIP. ~ r- 8 62.5 0.40 10 ABN. B.8 170.0 RCP 2.5 19.63 CAP. = 244.3 CFS I
~ BASIN 17 ~ ~ yr"~ ~ \ ~ _ 9 20.0 825 0.40 10 MIN. 8.8 224.0 4B' RCP 2.5 20,80 CAP. = 244.3 CFS i ~ n ,f F 10 ~ 2.S 2.S 0.40 10 MIN. B.8 B. 1 1 . =1. HW 1.0 ~ ~ ~ N ~ RcP e.o 2 zs
_ o CHANNEL N0.23 M ~z Ogg 4 ~ 5 ~ I ~ ~ ~11. 105.0 17.0 0.40 10 MIN. 5.5 2 1.0 2-4 CMP 1.8 12.0 HW=11' m ~ ~ S r
PH SE 1 - ~ N ~ ~ N ~ Il i ` / E 2.0 2.0 0.4D 10 MIN. B.B .44 1 CCP 2.0 4.89 =1.4 HW
288 w _ ~ , ~ . ~u ELEiIA =300.0 + 18` ~ _ . ~ ~ , ~ ~ ~ R _ ~ 2.0 2.0 0.40 10 MIN. 6.8 •44 1 CCP 2.0 4.89 HW~1.49 HW 0.99 ~A n ^ R, i . T ~ ? G 1. 0. 1 MIN. 8.6 1 4. I OCP 2.0
E i ~ ~ ~ - y~ 'ti ~ I r ~ ` / 0.5 ~ 0.40. 10 MIN. 6.8 2.0 . 9 HW=0. HW 0.4
' STOC PILE AR ~ ~ _ l ; z ~ ~ w ~,r
ti- u~` 5.5 CRES o ~ CHANNEL N0:29 ~ ~ ~ ~ ~ !f 4 v
o ~ i w ~ YARD INLET N0. 2 ~ ~ ~ w / , 1' ~ ~ 290 + ~ ~ ~ ; , . ~ ~ ~ ~ ~ I - !
+ ~ W~BLOCK dt RAVE ~ , 60 ~ `L
IPE N . - ~ ~ \ / Flt - ~ . ~ ! ; W
ALL ~ ~ w PI E NO ~ f ~ err ~ ~ l
~ { ~ ~h~ f ~
0 285 + ~ 6535 C.F. CELL 2 Z ~ ROCK DrA61 ~ y
. _ SEO. STORAGE / n 1 ~
RCP OpE D . - _ 49 660 C.F. ~ I (f N ~ I N
0 CFS. ~ F r ' ' r c' 12 Q 283+ 1
- - _ - - - - ~ f , _ - - - - ~ _ _ ~ _
295 ~ ~ . CHANNEL STS ' ~ ~ ~ cV ?
~~o i ~ , - ~ r / h'
N0.33 ~ ~ ~ " ~ _ c SPILLWAY ~ ~ n r ~ A ~ "v~ A. AY
1 Y VI~V I ` V. r.l l ~ ~ \ N ln'- ~ ~NIF~ W f ~ ~ ~ A - SED. SfORAC6, ~ ~ t ~ w ~ ~=lox LADE ~ ` J~ r ~
~ { 0 r ~ r ZE WTTH NORTH w / ~ 1 ~ SEDIMENT BASIN CALCULATIONS ~ w s
1- ~ WA STORAGE i ~ ~ , C , GREEN LINER 1 BASIN IDRNfMGE 015TINiBEO REO'D. ~ WEIR DNIFlIS10lIS STORAGE ~ 1 ~ N0. i AREA AREA STORAGE LENGTH FRONDED
+ ~ r ~ ~ . WAY TO CARRY DIFFERENCE 285 ~ afFI~RENCE ~ ~ ~ uc) c~}) FT~°"ADED' ' ~ ( )
~ a CLFA~tING UNIT'S TYP. ~ ~ ~ ~ ~ 100 IIR. ~ ?S . Si ~ ~ ~ w { ~ 13 1.15 1.13 2070 46' x ~ ~ f L 23'W lOP 2118 34'L X 111Y BOTTOM - 3' DEEP
1 ~ ~ ~ ~ ~ ~ '7 d i N ~ 14 1. 1.Z:f 1. B 48'L x 24'W TOP 2378
~ I CHA N0.22 ~ ~ r I / i 36'L X 12'W BOTTOM - 3' DEEP 15 0.80 0:80 1080 4 34'L x 1TW - 2' DEEP 1158
CELL ~ 16 0.16 0.18 4 10'L X 5'W - 2' DEEP 400
~ ` < W - i ~ WATER STORAGE o~ s i 3
PER~1. STABIIJUTION, TYP. ~ ~ 3T5 C.F. ~ . ~ 17 ~ 1280 4 40'L X 20'W - 2' DEEP 1600 ~ r
~ W N ! 1 ~ 4 34'l X 17'W - 2' DEEP 1 ~ 1156
~~os~ W ~ ~ R~-RAP OUTLET P T'E~110N HANNEL N0.21 ~ ~ ~ ~ssER ~ ~ ~ oEr~ls) REQUIRED 51C1111I;E .1800 it'/ACRE OF DISRIfiBED MEA
~ ~ ~ j
~ ~ < d r 1 ~ r TEYPORiY~r DAIS A ~ /
~ ~ ? ~ (tn eE uPON ri N J N /
W r N ~ w ~ ~ r t POND ST TION) i /
? PIPS N0.11 ~ ~ ~ r r
W ~ ~ - ~ PRINCIPAL ~ w 1 ~ - f ~ry
W ~ ~ ; ~ ~ SPMIWA o ~ ~ ~ N R ~ , ~ (2-42" ALUMINIZED STEEL ~ U D~TU - UNDISTURBED r ~
~ ~ ~ r
i ~ ~ w ~ ~ ~ 1
i ~ 4 ` i ~ ~ \ 1 I ` M ~o
__-.5.-..___... ~~1_ 1 N 1 1 J ~ ~ ,f
r
n ~J ` ~ i ~ tr ~ y~ N i N r N to
YARD INLET N0. 2 ~ \ ~ ~ ~1 N w PERM. RIP RAP OUTLET STABILIZATION
~ ~ (NEW YORK METHOD
' ~ NG GIP ES ~ $ OPENI ACITI ~ ~ ~ w ~ ~ W PIPE FROM AF'PRON LENCIN OF Wp1N OF ~ Z N0. FlC. B:DBb.t i MATf1W1 APPRON APPRON SfONE~SIZE
3 ~ ~ ~ Q=3.1 LH W W APF'RON THICKNE55
W . 9 ZONE 6 I+FAVEY 1 4 = . GABS 2 O x 40' 3 x 4= 12' d50 1 dmmr. 2 T=
3.1 8 1.5 3 ' ~ w + ~ 10 ZONE 2 8 r L x d dmoxr 1 11 ZONE 3 x 1.25 ~ x . 1 ' d50~1 dmox.~1 T . 2
~ ~ ~ Q=34.2 CFS ~ Z mss'- ~ ~ USE 70' USE ?a' +
EACH SI ~ ~ ~ w { DE7 0 \ 1 ~ E 20NE 1 FINE GAlS A 4 r i. = 8' 3 x 1.5 = 4. ' dmoz.= T = 1
~ ' ~ ~ I F 1 A 4x1.3=E' 3x1. ~ GJBS 5 4.5' d50= dmax.= T - 1
~ ' \ + ~ ~ G ZONE 1 PNE' GAGS A 4 r 1.5 = 8' 3 z 1.5 = 4.5' d50= dmax.= T = 1 1 '!1 ` \ ~ t~ i H ZONE 1 A 4 r 1.5 = 6' 3 x 1.5 = 4.5' d50=4 dmax.= 1 = 1
18" ~
6' OPEN ON r m + ~ N N ~ ~ N j
H N EAC SIDE N j'~ /"1
TOWARDS n I
CHANNELS ~ N N N
I i ~ V
~ /y V
I ' ~ ~
f ~ ~
N 4'
~ ~
~ + , 0 I N _ - ~ i / l~`I
~ ~ r
N
1
- - li f~~AMES DATE
i i RAWN~ ~ D RJIV 6/5/96 ~J L ~ f /.1 I_ 1G'A.T~1~tD~lAT~~L'~T"11" Ar
I I ~i i i l I i.,M~ / /y.r?M~M ~ 41r~/~ iN/ ~ ~ ~
I"I INi 1 iii vyar r i ivi i Y nfi VVI if w. ~g~~U'1~11tl1L~:r1V lLilIq r A %Xl DESIGN DRS 6/5/96
HlmHiFRAMUCTM
ENGINEERS do ARCHITECTS PROD, MGR GMB 6/5/96 '
PROD, ENG,. SDUTH VAACf QUARRY, VAACE CLUVTY, ACRTH CARL UAM PR O j E C T •NUM B E R 'DATE
740 chapel hill road p.o. box 1179 CHECKED RUST DWG REVISION
burlington, n.c. 27215 910/226-5534 10 OF 14 ISEDIMENT AND EROSION CONTROL PLAN NJMBER NUMBER
N0. REVISIONS !MADE! CHK DATE NO REVISIONS MADE CH MADE CHK DATE 10 YEAR MINE MAP CLIENT DWG SHEET NUMBER 0 so 1 oo zoo NUMBER OF

/
ii I ''w
ter.. ~
O o
~ ~J; o c ~ ~
C V O L~
- y ' n PIPE N0.2 w 1 `r x w x
x ~ti x w x ~ ~
z CHANNEL N0.42 ~ ~ o ~
~ - _ T c_
/ ~
i ~ l I
1. ~ ; CHANNEL N0.33 ~Z '1-- ~ r F ~ ~
~ ~ / i k I
% y ~ ~ pp~~ n { UI~~ROW~ ~~NV
. ~ ~ r, ~ ~ `h ; ~ ~ r .S INf Nll ~ 1L1LOL~
w
~ ~ , y .r ~ ~ r o~ n',-Y,, ,r' ~ * r ti r ~~~.M ~ ~ ~ ~ I
n i ti ~ ~ ~"Wwvvwv~.~,_, x ~ ~ s. ~ y
/ ~ ~ ~ CHANNEL N0.44 N i / - ~ ~ x ~
~ Oi W r, i
l ~ > n N - CHAIN L N0.45 ~ - ~ ; - ~ ~ N. ~
~ ri'. . ~ 0 a o ~h ~,b Z
' 1 r ? ~ ~ .?J~ ) r ~ ~ ~ „ ~ o
J M t i ~ ~ ~i
' I ~ ~ ~ ~ n 'bY~~ ~ti, rv1,. ~1.-._ ^~~.~,nn.v~~
~'I ~ ~ M ~ i ~ ~ -
~ ~I 1Pi NG I UNDISTURBED DURING 330 ~ ~ ~
INITIAL 10 ' ~ ` o ~ ~ r
N REST OFFSITE DWEI;LINGS , EA ~ ~ S 3~0 ~ o,
~ ~
~ 1 ~ i
~ ~ ~ ~ ~ ~ I
r> ~ / i ~ V
n ~ 0 n f A
~
.
I W 6 FIK~H INITIAL BERM
CHANNE N0.41 1 C NNEL N0:43 ~ ~ i ~ ~
i, ~ W i i
Z ~ W
~o wroE ~ CHANNEL N ~NNEL N0.3fi ° r ~ ~ n
N n N n
r
r ~ rr ~ ~ • `
CHANNEL N0.40 r
j
i ~
50 UNDISTURBED ~ ~ ~E -I . I ~y2 azo HANNE~. NO 46 C ~E -N0.7
• . H .3~ ~ N
30 UNEXCAVATED S ~ ~ ' N , ~ ~ Z ii _ - W GRAVEL ROAD SURFACE x.12 r o ~
~ ~ ~ ~ ~
~ - `t. - T~IdP' SEDIMENT
r No. s ~
I~ \ i m ~ ~ ~
CHANNEL N0.39 'bo + ~ ~ ~ ~
G - . - ~ - c
- - - - ~ _ _ ~ "ti- r
e i
i ; ~
TEMP SEO ` ' ~ PAVED ROAD SURFACE TEMP sE~+EHr ~ ~ ;
N0. ~ ~ ND. 10 i N0. ,
ST 29 . $T TION
k P. DAkI
i 00 ~ NN L N0.3 CHA E
I
I oo~~TRUCrIDN o+TRANCE . ; TEUe. _
zoo L. x 3o~w. (sEE oErAl~ B,~-~o. y
i o
f m SITE ENTRANCE ROAD
v PIPE! N0.6
SITE ENTRANCE GATE
INSTALL TEMP. ~ ~
'CHECK DAM .
SOUTH CHAVIS ROAD
- ~ ~ ~ . - - r - - -
CHANNEL CALCULAT10N5 STORM FREQUENCY 25 YEAR
cNAN AF1EA 0-cM BOT. wIDT?+ ~ SIOPE vE1. DEPTH S11Fi1R SfRfSS t Pt191.
PERM. RIP RAP OUTLET STABILIZATION
33 0.30 0.62 4 0.033 0.0o STORM DRAaNAGE DESIGN 1.00 2 2 4.8 3.04 0. 0.60 5 NAG. SEDIMENT kSIN CALCULATIONS 4 0. STORK FREQI~ENCY 25 YEAR (NEW ORK METHOp ~
35 5.35 14. 4 0.033 26 4.22 0. 0.97 .o0 21.9 2.0 4.32 0. 0.99 s 73 NAG. PIPE No. (/1C.) c 911DISRY 0-CN P9'E REMARKS BASIN DISTURBED taro. IIE91 8 4 0.033 1E1! DIMEl1510115 SfO11ADE PIPE FROM APPRON 1f11~IM Of WID1H OF STOIE ~
37 0.95 231. 4 0. 1.0 1.78 0.29 0.16 SUB lODll LB. T.C. I CFS SO'.E I91T'L SIAPE YEI. AREA LDlC1N LDlCIM PROVD>ED PRO'NDEb NO. FiC. d.01l.1 MATERNL AP'110N APPIION 11rC10~5 MANUAI
3e zoo s.44 4 0.033 1.0 2.25 0.45 0.26 a 1.8 t a40 1o KIN. 9.9 4 tar RCP 20 7.54 Nw-1.23 Nw aez t~•'} (~J 39 0.93 2.85 4 0.033 25 2.41 0.23 0.39 7 11.i 11.l1 0.40 10 1/N. 9.a 3~ RCa 2.0 1211 Mw3.07 HW 1.23 7 0.85 1530 4 10'l 4 10'l x 20'M' TOP 1 ~d
40 1. 4 0,033 3.3 2.18 0.31 573 NAG. 28'L 2d'L X d'W EI01'fOM - 3' DEEP 6 2 N ¦ x E 40'L x 20'W TOP 15J6 1 ~ 3 z Mimc. ¦ i
41 4 0.033 5.3 1.78 9 ~ B 0.80 1440 9 40'L 28'L 4 4 0.033 4• S 78 NA0. 2d'L X 8'W 80T1OM - 3' DEEP ~
D.80 1.36 0 0.033 6.S 3.52 0. 1.49 S Tsf 0. 9 0.1 110 6 4.69 0.59 2.39 14'L 44 1.65 5.03 0 0.033 6'S d 14'L x TW - 2' OEEP 1~6
43 0 0.033 6a 1.14 10 0.05 4 1aL 4 10'L X 5'W - Y OFfP 100
48 0.75 204 0 0.033 6.5 3.96 0.42 1.T0 11 1 4 40'L 4 40'L z 20'W 1,~
26'L 1 1M0 12 40'L 2d'L X d'W BOTTOM - 3' DEEP 12 40'L x 1,~
2e'L 2B'L X d'W BOTION - i' DEEP
REOUIR~ SroRAGE - 1800 ~.~/ACRE OF DISTURBED AREA OF DISTURBED AREA
c-o.4 I-6a 61.
NAG. • A1E711CJV1 GREQI La4ER5 1T]P. LMERS REOURED FOR ALL SLOPES > 2x AN11 YElAL71E5 > 2.3 FPS. -
NAMES DATE
~ ~
i nRa~rN; a w ~/5/9F, ~ . n , 1CATt1T1~~R~T1t~B~'AT'T'' Itt
~ ~ g:rl~ d 1JL0~U'1~11d111:+1'~ 1l bB,
kin inc. alley, w 11 11Ams carmen DESIGN:: DRS 6/5/96 p- I I & FGMMRAMUC=
PROJ. MGR, GMB 6/5/96
ENGINEERS do ARCHITECTS PROJ. ENG,: IA PRD~ECT NUMBER DATE
SOUTH VAACf 6V.i4R1PY, VAACE CaAVT}', AqPTH CARa JA
740 chapel hill road p.o. box 1179 CHECKED: RJ ST D'wG 4 REVISION
burlington, n.c. 27215 910/226-5534 NUMBER NUMBER SEDIMENT AND EROSION CONTROL PLAN LIENT DWG SHEET NUMBER
10 YEAR MINE MAP NUMBER of aDE CHK ( DATE 0 so 1o0 2oO
NO, REVISIONS MADE CHK DATE NO. REVISIONS MADE CHK

I I
x; NOTES
I D + 16" MIN- I PRESSURE RELIEF 1 THE CYLINDER MUST BE I---- --j
LPJE'~ PnRT10N - i REST ANG GON~ROL `EC?I~~?~ i , ,h' 4" SCH 40 PV„ 15' ~ R FIR ~ Y' FA TENED 70 THE TOP HOLES . DIAMETE ML S
OF THE RISED. caMPAcTED ;;~r '
I,~~ I~,~i I 42" DIA ALUMINUM BARREL I I li , ~ I i, ~ II I I''~I I~i'~I~I I i .I~ - - - C~~-r~- - - 2. SUPPORT BARS ARE WELDEC~
i I 1 I i - u 5 I I ~ ~ ~ FLOW O ~ 0 0 TG THE TOF Or THE RISER I 0 o A ~ A
- - - ~ ~_._...1- _ - O ~ 42" DiA ALUMINUM BARREL OR ATTACHED BY STRAPS
I i'~~ ~ ' - - - t _ - - Il~ ~ ~ ;i~ ~ ~ Eta? SEC?OR c~ ~ I ' BOLTED TO TOP OF RISER. I-~_ a
.f' ~ O ~ I BERM ~ l ~ M 4 SCN 40 PVC _ u ~ i O - i i r
NOT NEITHER THE LOCATION E
• ~ NUR ALIGNMENT OF THE CONTROL ~a ~e- p by ~ ~ T ~ T~ INaoE wlrr ~ o p ~ ~ ~ ' O 0 0
EME3ANkMEN?- SEC ION AAS ~ CO INLET OF DRAIN IS TO BE O t.~ THE CENTERLINE 7f IHF DAM CGVERED WITH MIRAFI 140N C
' MIRAFI ? 4QN OR. EQUAL AND BOUND TO PIPE WITH Z i STAINLESS STEEL CLAMPS WELD wELG
~ /8 DIA ~ ~
_ APPFO.4CI^ CHANNEL ~ PLAN
TOP VIEW - N ?
PLAN i+-- D I TACKWELD
? c,~ OAM - ' - ALL AROUND StiAPED cur
BEDDING
N,`~TE A SUPPORT BAP. (#6 REBAR MiN
_ ~
~LPON FINAL STABILiiAT10N OF DISTURBEu ARFAS_ ACL SEDIMENT ACCUMULATED ` DURING CONS?RUCTION SHALL BE REMOVED TO THE BOTTOM ELEVATION OF THE
PERMANENT SEDIMENT STORAGE SHOWN. I RUBBER SEALED 8„ MIN. DETAIL BARREL
THE MAXIMUM OF HEIGHT OF DAMS SHALL NO? E~~CEEC 14 5 AS MEASURED FROM ~ WEIGHT ACTIVATED
?NE TOE OF SLOPE ON THE DOWNSTREAM FACE Of THE UAM TC THE TOP OF THE FLAP VALVE DAM ry I
~ y~ ,
_ J V~.n 42.-~.
~ E" ABOVE NORMAL ~;;~r~-~~-K;C 42" DiA ALUMINUM BARREL ~ ~ POOL OF EXIST U
- - - - STREAM ELEVATION RISER _ _ _ _ - --I
3 r ISOME DIAMETER RAINAGE AREA = 105 ACRES ISOMETRIC D
j -'y~~ SON. 4C PVC DESIGN STORM = 25 YEAR
I 20' TION A-A SEC
1 ~ I I ~ ~ ~Q,__ DETERMINING TC FIG. 8.03a
I . T I FROM FIG. 8.03e TC = 17 MIN. I = 5.5
' JUTIEi PROTECTION DETERMINING FLOW Q=CIA C=0.4 1=5.5 A=105 -
SIDE VIEW 'U' a~a RIPRAP "v' THICK W% = 0.4 5.5 105 = 231 CFS Q ( ) ( )
- E° OF X67 FILTER STONE
CROSS-SECTION AT CONTROL. SECTION NOTE: TOE DRAINS TO FLOW INTO MANHOLE ON UPPER GAM TWIN BARREL DESIGN DIVIDE FLOW BY 2 =115.5 CFS
FROM TABLE 8,07a
USING H=11' 232.0 INVERT 243.0 WATER LEVEL 1' ABOVE SPILLWAY MP WI ARRY 136.33 x .9 CONNECTION FACTOR FOR PIPE LENGTH = 42 C LL C 2 ,
c N
DRAI TO EMERGENCY SPILLWAY DIMEN,ION,; - VICE 125.4 CFS > 115.5 CFS (OK) DE V EX 0 TI AN
TRAPEZOIDAL CHANNEL "O° d50 RIPRAP 'R' THICH W/ 6` OF (T6; FILTER STONE FROM FIG, 8.07b
CHANNEL SLOPE _ 'S' gGTTOM WIDTH = `r .1 - 4 1N. R A O 25 CFS H-2 USE 5 ISER
SIDE SLOPE 3
CHECKING UPLIFT ANCHORING
CONTROL SECTION
i EXI? CHANNEL - RISER = 8' 15.91 62.4 = 7942 ( ) ~
WATER SURFACE . RESISTIVE FORCE = 7942 1.25 = 9927.5 ( ) ~ ,
_ STAGE (Hp) - HI K 1 - = 1 4 > 927.5 CONCRETE PAD - 1.5 T C (50 62.4) (9) (9) 06 3 # 9
,r APPROACH I 4% CHANNEL MtiN' EXIT SECTOR
\ f C ART - - - - - - _ _ _ - N H 0 NSI DIME
20' LEVEL OR GREATEP.
S - - - - _ _ _ ANTI - '
DAM ELEVATIONS EMERGENCY SPILLWAY OUTLET PROTECTION PIPE DIAMETERS FLOTATION
_ _ . - - T _ - - - - - - - _ _ _
PROFILE ALONG CENTERLINE ' c
A ~ B C D E l= G f J 0 P Q R T U V W X G H - - ~ - - - r-- _ ~ _
_ _ _ . _ _ ~ _ . _----r-- - - a
1 .246.0 44.0 242.0 237.0 , 23 0.232 POND 2 - - 4 2-42 9 -0 1 -6 6 9 10~ 40 13 20 40 24 32.0.2 78 2 5
Y - - _ -
LWA . - - - - - SPIL CY N GE ER EM
IS i.,
EMBANKMENT AND CUT-0~ FILL I
1 I TOP OF SETTLED DA OF SETTLED DAM ELEV_ "A"
MATERIALS MUST 8E FREE OF VEGITATED MATERIAL,
TGPSOIL, DEBRIS ANO STONES. OBTAIN SUITABLE ` MATERIAL FROM EMERGENCY SPILLWAY ANDIOR QUARRY P'T _ _ ~ _ _ EMERGENCY SPiI EMERGENCY SPILLWAY EiFVATiON ~ ELEV "E"
z ELEV ELEV. = 243.00 3 _ _ -
CGMPAC' IN 6' LIFTS USING RU$BER TIRE ` 3 \ ~ EOUi~MENT OR SHEEPS FOOT kOLLER ~ I `H" DIA ALUMINUM ~ - ~ ~ _ _ I ANTI-VORTEX RISER I - - ~ _ -
~q cT T V I 1 (9~.a ~~ANDARD PROC OR) ~ ~
1 ~ 3" a 6" MiN ~i ~ 5 PERMANENT STORAGE ~
SEE TOE DRAIN DETAIL ABOVE - ~ ~ ~ ELEV. = 240 00 8" DIA. ALUMINUM FIPE '
r ELEV, - 239.00
E" CANAL GATE rr, - - - . "I° DIA ALUMINUM I ~ " (WATERMAN No. C-iC R-SEAL OR EQUALI
v RISER PIKE .t{~ ELEV ° D'
ARMOUR THE SLOPE TO THE ELEVATION SHOWN ON 'THE ? ^q, 2' MAX SEDIMENT STORAGE
MINE IYIAPS ~~p ~jji, ~-c
'`t 3' MAX SEDIMENT STORAGE

ALUMINUM BAR DIA. p J( M BARFE.L " ~ A ALUMINU F" BOTTOM OF POND CLASS TRIP-RAP ELE4 ROCK DAM BAFFLE
jTH HUGGER BAN W HUGGER BANS' JJ~NTS 6" ' { ~ RIP-RAP DOUGHNUT
~„o
5 0" x "0° x "P" THICK 3000 P_I
C CONCRETE ANTI-FLOTATION PAD
~-~.SI~ SLOPE .a e
INV OUT "G" ~ I TOE DRAIN PIPING ~:)!;"~DariC~~ ,~RcocHA~~ON
CUTOFF TRENCH (TYP) REMC'J= 4C~_ ;R:E`', STt~MPS, i3R~,iSh E`~~ LDERS, SCC, AND ^uEBRiS. 2 FEM." ~ C"DES, AtiC SAr;C ~RGb+ `;`!NG STREaM CHAN'vEL
10' LENGTH- ENTIRE ENBANKMENT T
WIDTH- 10' DEPTH-EXTEND 12" INTO IMPERVIOUS ERVIOUS ~
DYER (4' MINIMUM) ul)
.t
<y
OUTLET PROTECTION
"U" 450 RPRAP 'Y THICK W/ " F 7 FILT STONE IL 6 0 ~R D A ILLWA ~ IPA NC PRI
- La = 'w' rt w = 'X rt -
I ~ f~AMFS DATE
i - ---t- - _ DRA',NN: RJN 6/5/96 0. ~ L ~ ~
y wllliQms carman 4 king, Inc. - - E N G I N E E R S R S & ARCHITECTS ' V -rt----'----- DESIGN DRS 6/5/96 i
- PROD. MGR,: GME 6/5/96
PROU Eidc- TAR RIVER QUARRY, VANCE CIllhVTY, ICPTH CAROLINA PROJECT NUMBER DATE
i CHECKED: RUST DWG 12 OF 14 REVISION
740 chapel hill road p.o. box 1179 i ~ ~ SEDIMENT D EROSION CONTROL PLAN CUMBER NUMBER
burhn9ton, n.c. 21215 910/226-5534 POND DETAILS CuENT DWG' SHEET NUMBER i T
j:_ d%,_ I I MADE' CNK DATE 0 100 200 400 NUMBER
C, p „nsI o[[ !S MADE OAK D NO.~ RE'vJ SONS MADE1'1 CHK w r i - i

I i 5
2 3 4
4'
MIEN. 1.5" MIN.
DIKE
HOLD DOWN STAKES it
!
PLASTIC
CORRUGATED _ -
PIPE
10' SPACING
l 11 ! INLET PIPE
STABILIZED _ -
OUTLET
PROTECTION
it i i!
LEVEL.
SECT.
PLAN VIEW
STANDARD T -SECTION
CONDUIT - CONSTRUCT THE SLOPE DRAIN FROM HEAVY-DUTY, FLEXIBLE
MATERIALS SUCH AS NONPERFORATED, CORRUGATED PLASTIC PIPE OR
SPECIALLY DESIGNED FLEXIBLE TUBING. INSTALL REINFORCED, HOLD-
DOWN GROMMETS OR STAKES TO ANCHOR THE CONDUIT AT INTERVALS NOT TO
EXCEED 10 FT WITH THE OUTLET END SECURELY FASTENED IN PLACE. THE
CONDUIT MUST EXTEND BEYOND THE TOE OF '.HE SLOPE.
ENTRANCE - CONSTRUCT THE ENTRANCE TO THE SLOPE DRAIN OF A
STANDARD T -SECTION FITTING.
TEMPORARY DIVERSION - USE AN EARTHEN DIVERSION WITH A DIKE RIDGE
TO DIRECT SURFACE RUN-OFF INTO THE TEMPORARY SLOPE DRAIN. THE
HEIGHT OF THE RIDGE OVER THE DRAIN CONDUIT SHALL BE A MINIMUM OF
1.5 FEET AND AT LEAST 6 INCHES HIGHER THAN THE ADJOINING RIDGE ON
EITHER SIDE. THE LOWEST POINT OF THE DIVERSION RIDGE SHOULD BE A
MINIMUM OF 1 FT ABOVE THE TOP OF THE DRAIN SO THAT DESIGN FLOW
CAN FREELY ENTER THE PIPE.
CONSTRUCTION SPECIFICATIONS
1. SLOPE DRAINS ON UNDISTURBED SOIL OR WELL -COMPACTED FILL AT
LOCATIONS AND ELEVATIONS SHOWN ON THE PLANS.
2. SLIGHTLY SLOPE THE SECTION OF PIPE UNDER THE DIKE TOWARD
IT'S OUTLET
T
I
T IN
SECTION SEC �
3 HAND TAMP THE SOIL UNDER AND AROI�ND THE ENTRANCE
LIFTS NOT TO EXCEED 6 INCHES.
4. ENSURE THAT FILL OVER THE DRAIN AT THE TOP OF THE SLOPE HAS
MINIMUM DIMENSIONS OF 1.5 FT DEPTH. 4 F7 TOP WIDTH, AND 3 1
SIDE SLOPES
5. ENSURE THAT ALL SLOPE DRAIN CONNECTIONS ARE WATERTIGHT,
6. ENSURE THAT ALL FILL MATERIAL IS WELL -COMPACTED. SECURELY
FASTEN THE EXPOSED SECTION OF THE DRAIN WITH GROMMETS 0;,
STAKES SPACED NO MORE THAN 10 FT APART.
7 EXTEND THE DRAIN BEYOND THE TOE OF THE SLOPE AND ADEQUATELY
PROTECT THE OUTLET FROM EROSION
8. MAKE THE SETTLED, COMPACTED DIKE RIDGE NO LESS THAN '
ABOVE THE TOP OF THE PIPE AT EVERY POINT,
9 ALL TEMPORARY SLOPE DRAINS WILL HAVE AN 18" DIAMETER
MAINTENANCE
INSPECT THE SLOPE DRAIN AND SUPPORTING DIVERSION AFTER EVERY
RAINFALL AND PROMPTLY MAKE NECESSARY REPAIRS. WHEN THE PROTECTED
AREA HAS BEEN PERMANENTLY STABILIZED, TEMPORARY MEASURES MAY BE
REMOVED, MATERIALS DISPOSED OF PROPERLY, AND ALL DISTURBED AREAS -
STABILIZED APPROPRIATELY.
TEMPORARY AND PERMANENT SLOPE DRAINS
MIN. 10 GA.
LINE WIRE
MLAO, r AC nlpGrTF'n RY THF ENGINEER
MIN. 12-1/2 GA.
INTERMEDIATE WIRES
0~
DATE
�O
00 'a
6/5/96
3a
6/5/96
GENERAL NOTES:
WIRE FABRIC _
FENCE FABRIC SHALL BE A MINIMUM OF
FILTER FABRIC I I-
I-_ '-
32" IN MOTH AND SHALL HAVE A
BASIN WHEN THIS
it.
MINIMUM OF 6 UNE WIRES WITH 12'`j
`CLASS RIPRAP
STAY SPACING.
w
32" MIN, WIDTH 1-
FABRIC
FILTER FABRIC SHALL BE MIRAFI 100
F
u
IX
TOP OF BERM
FILTER
FABARIC OR EQUIVALENT. BURLAP
co
_
LI r .T
CANNOT BE USED WHERE SILT FENCE IS
"
TO REMAIN FOR A PERIOD OF MORE THAN
1
N
-lam'
IT
30 DAYS.
I=1
STEEL POSTS SHALL BE 5'-0" IN HEIGHT
AND BE OF THE SELF -FASTENER ANGLE
STEEL TYPE.
ANCHOR SKIRT MINIMUM OF G
WOOD POSTS SHALL BE 6 TO 7 FEET IN
Le
HEIGHT AND 3 TO 4 INCHES IN DIAMETER.
-
WIRE FABRIC SHALL BE FASTENED TO
WOODED POST WITH NOT LESS THAN j9
ALTERNATE IN 1JEU OF BURYING SKIRT, 6" OF #5 STONE
WIRE STAPLES 1 1/2" LONG.
MAY BE USED TO ANCHOR SKIRT
TEMPORARY SILT FENCE
a I Icy, wi I I isms, carman 4 king, inc. _
ENGINEERS & ARCHITECTS
740 chapel hill road p.o. box 1179 _
burlington, n.c. 27215 910/226-5534
MAX LEXEL OF
DATE
DRAWN: RJN
6/5/96
SEDIMENT
6/5/96
PROD. MGR.: GMB
6/5/96
COLLECTED - CLEAN
CHECKED:
BASIN WHEN THIS
LEVEL IS REACHED
`CLASS RIPRAP
#57 WASHED STONE
1'
1' 6'
TOP OF BERM
SPILLWAY ��y
_
_
77
��� �.
1.5' MAX.
SEDIMENT
-
--1!II
MINIMUM SURFACE AREA
AS REQUIRED ON PLAN
CLASS II RIPRAP
18' MINIMUM -�
I
FILTER FABRIC
KEY IN BOTTOM LAYER
OF RIPRAP
VARIES
'
2
ROCK ABUTMENTS SHALL EXTEND TO AN ELEVATION AT LEAST 2 FT ABOVE THE SPILLWAI.
ABUTMENTS SHALL BE 2 FT THICK WITH 2 1 SIDE SLOPES THE ROCK ABUTMENTS SHALL EXTEND
DOWN THE DOWNSTREAM FACE OF THE DAM TO THE TOE, AT LEAST t FT HIGHER THAN THE REST OF
THE DAM TO PROTECT THE EARTH ABUTMENTS FROM SCOUR
O'UTLE7 PROTECTION - A ROCK APRON AT LEAST 1.5 FT THICK SHALL EXTEND DOWNSTREAM FROM THE
TOE OF THE DAM, ON ZERO GRADE, A SUFFICIENT DISTANCE TO PREVENT CHANNEL EROSION, OR A
DISTANCE EQUAL TO THE HEIGHT OF THE DAM WHICHEVER IS GREATER.
ROCK FILL - ROCK SHALL BE WELL GRADED, HARD. EROSION RESISTANT STONE WITH A MINIMUM D50
SIZE OF 9 INCHES.
PROTECTION FROM "PIPING" - A KEYWAY LINED WITH GEOTEx-nLE FILTER FABRIC SHALL BE ON THE
SOIL FOUNDATION UNDER THE ROCK FILL. TO PREVENT SOIL MOVEMENT AND PIPING UNDER THE DAM,
THE FILTER FABRIC MUST EXTEND FROM THE KEYWAY TO THE DOWNSTREAM EDGE OF THE APRON AND
MUST RUN UNDER THE DAM'S ABUTMENTS
BASIN DEWATERING - THE ENTIRE UPSTREAM FACE OF THE ROCK STRUCTURE SHALL BE COVERED WITH
FINE GRAVEL (NCDOT #57 WASHED STONE OR EQUIVALENT: A MINIMUM OF 1 FT THICK TO REDUCE THE
DRAINAGE RATE
CONSTRUCTION SPECIFICATIONS
LEAR THE AREAS UNDER THE EMBANKMENT AND STRIP ;T 0 ROOTS ANG` OTHER
OBJECTIONABLE MATERIAL -LEAF' 'HE RESERVOIR AREA T G A, II_ITATE SEDIMENT
REMOVAL.
2 EXCAVATE A CUTOFF TRENCH A MINIMUM OF _-EEP AND 2 FT WIDE WITH I 1 SIDE.
TRENCH
I T I � THE RENO
RL NI LINE E
SLOPES UNDER THE TOTAL LENGTH OF THE DAM AT ITS CEN E _ E
WITH EXTRA -STRENGTH FILTER FABRIC BEFORE BACKFILLING WITH ROCK APPLY FILTER
FABRIC UNDER THE ROCKFILL EMBANKMENT, FROM THE UPSTREAM EDGE OF THE H:.EYWAY TO THE
DOWNSTREAM EDGE OF THE APRON OVERLAP FILTER MATERIAL A MINIMUM OF ' FT AT ALL
JOINTS, WITH THE UPSTREAM STRIP ;AID OVER THE DOWNSTREAM STRIP
3. CONSTRUCT THE EMBANKMENT WITH WELL -GRADED ROCK AND GRAVEL TO THE SIZE AND
DIMENSIONS SHOWN ON THE DRAWINGS. IT IS IMPORTANT THAT ROCK ABUTMENTS BE AT LEAST
2 FT HIGHER THAN THE SPILLWAY CREST AND AT LEAST 1 FT HIGHER THAN THE DOWNSTREAM
FACE OF THE DAM, ALL THE WAY TO PREVENT SCOUR AND EROSION AT THE ABUTMENTS
4. SEDIMENT -LADEN WATER FROMTHE THE CONSTRUCTION SITE SHOULD BE DIVERTED !NTC THE BASIN
RESERVOIR AT THE FURTHEST AREA FROM THE DAM.
CONSTRUCT THE' RgCK DAY BEFORE THE BASIN AREA IS CLEARED TO MINIMIZE SEDIMENT YIELD
I ROM CONSTRl1CT10N OF THE BASIN. STABILIZE IMMEDIATELY ALL AREAS DMTdRBED DURING
7114E COWARUCTIQM OF THE, DAM EXCEPT THE SEDIMENT POOL
MAINTENANCE
CHECK SEDIMENT BASINS AFTER EACH RAINFALL. REMOVE SEDIMENT AND RESTORE ORIGINAL VOLUME
WHEN SEDIMENT ACCUMULATES ABOUT ONE-HALF THE DESIGN VOLUME
-HE: -r THE STRUCTURE FOR EROSION PIPING, AND RDCI' DISP;.ACEMENT AFTER EACH SIGNIFICANT
RAINSTORM AND REPAIR IMMEDIATELY,
REMOVE THE STRUCTURE AND ANY UNSTABLE SEDIMENT IMMEDIATELI AFTER THt CONSTRUCTION SITE
HA; BEEN PERMANENTLY STABILIZED. SMOOTH THE BASIN SITE TO BLEND WITH THE SIJRROUNDING
AREA AND STABILIZE. ALL WATER AND SEDIMENT SHALL AND SEDIMENT SHALL BE REMOVED FROM THE
BASIN PRIOR TO DAM REMOVAL. SEDIMENT SHALL BE PLACED IN DESIGNATED fMSPOSAL AREAS AND
^LOT ALLOWED TO FLOW INTO STREAMS OR DRAINAGEWArS DURING STRUCTURE REMOVAL
ROCK DAM SEDIMENT BASIN
rl
0 { `r
t .
T MIN.
1
RIP - RAP PLAC:EWN'
1. EACH RIP -RAP PLACEMENT SHALL BE BEDDED IN EITHER A 6' BED OF
WASHED STONE OR A NON -BIODEGRADABLE FILTER FABRIC THIS COST
SHALL BE INCLUDED IN THE COST OF PLACING RIP -RAP
2 WHEN USING CLASS I! RIPRAP THE MINIMUM THICKNESS 'JF THE RIP -RAP
LAYER SHALL BE 22''
2. WHEN USING CLASS I RIPRAP THE MINIMUM THICKNESS OF THE RIP -RAP
LAYER SHALL BE 14".
4. RIP -RAP SMALL EXTEND UP TO THE TOP OF THE BANKS AND BELOW THE
CHANNEL BOTTOM AT LEAST 22" FOR CLASS 11 ANC 14" FOR CLASS I
S- MAXIMUM SLOPE OF THE CHANNEL BANK SHALL NOT EXCEED 2 0'
HORIZONTAL TO 1.0' VERTICAL.
6. WHEN A WELL DEFINED DRAINAGE CHANNEL CROSSES THE CONSTRUCTION
AREA, CROSSING SHALL BE MADE AS OUICKLY AND WITH AS LITTLE
DAMAGE AS POSSIBLE. REPAIRED IMMEDIATELY, STABILIZED,
GRASSED, AND MULCHED. AFTERWARDS. RtP-RAP MAY BE REQUIRED IN
THE CHANNEL ACROSS THE ACTUAL CONSTRUCTION AREA THESE WILL
BE EVALUATED INONIDUALLY BE THE ENGINEER.
7. STONE FOR TEMPORARY CREEK CROSSINGS SHALL BE THE SAME SIZE AS
NOTED FOR THE PERMANENT EROSION CONTROL TO BE LEFT IN PLACE.
.ONCE THE AREA BELOW THE CREEK CROSSING IS SEEDED AND MULCHED,
THE CONTRACTOR CAN REMOVE THE TEMPORARY CREEK CROSSING AND
USE THE STONE FOR THE PERMANENT CHANNEL STABILIZATION,
15. ALL SEDIMENT CONTROL MEASURES AND REGULATIONS SHALL CONFORM
TO THE LATEST STANDARDS OF THE NC SEDIMENTATION POLLUTION
CONTROL ACT.
TOE REQUIREMENTS FOR
RIP -RAP BANK PROTECTION
I
REVISIONS' t� ADEII CriK I DATE NO.!
MAX LEXEL OF CARRY RIPRAP UP
SEDIMENT 6" OF /575' SIDES OF SPILLWAY
COLLECTED - CLEAN WASHED STONE 1' MIN.
BASIN WHEN THIS
LEVEL IS REACHED 2
TOP OF BERM
TOP ELEVATION OF O O 1' FREEBOARD
MINIMUM
STORM WATER
CLASS B EROSION
} CONTROL STONE
_ t .
5' MAX-
. (} 9" a5o
l I, SEDIMENT I v 1- MAX SIZE 14"
T�,i
MINIMUM SURFACE ARIAZ
AS REQUIRED ON PLAN i 17' MINIMUM
18' MINIMUM
FILTER FABRIC
KEY IN BOTTOM LAYER
OF RIPRAP
DESIGN
SETTLED -7OVERFILL 6"
TOP / [- FOR SETTLEMENT
j 4 MIN
EMERGENCY
S' MAX f }� j..`{ 2.1 SIDE BY-PASS
SLOPE MAX 6' BELOW
FILL SETTLED TOP
FILTERS
IDE
t� SLOE OF DAM
SLOPE MAX
NATURAL GROUND
CONSTRUCTION SPECIFICATIONS
1 CLEAR, GRUB, AND STRIP THE AREA UNDER THE EMBANKMENT OF ALL VEGETATION
AND ROOT MAT REMOVE ALL SURFACE SOIL CONTAINING HIGH AMOUNTS .OF
ORGANIC MATTER AND STOCKPILE OR DISPOSE OF IT PROPERLY. HAUL ALL
OBJECTIONABLE MATERIAL TO THE DESIGNATED DISPOSAL AREA
2 ENSURE THAT FILL MATERIAL FOR THE EMBANKMENT IS FREE OF ROOTS, WOODI
VEGETATION, -ORGANIC MATTER, AND OTHER OBJECTIONABLE MATERIAL PLACE THE
FILL IN LIFTS NOT TO EXCEED 9 INCHES AND MACHINE COMPACT IT OVER FILL
THE EMBANKMENT 6 INCHES TO ALLOW FOR SETTLEMENT
3 CONSTRUCT THE OUTLET SECTION IN THE EMBANKMENT PROTECT THE CONNECTION
BETWEEN THE RIPRAP AND THE SOIL FROM PIPING BY USING FILTER FABRIC OR A
KEYWAY CUTOFF TRENCH BETWEEN THE RIPRAP STRUCTURE AND THE SOIL.
PLACE THE FILTER FABRIC BETWEEN THE RIPRAP AND SOIL. ExTENO THE FABRIC
ACROSS THE SPILLWAY FOUNDATION AND SIDES TO THE TOP OF THE DAM; OR
EXCAVATE A KEYWAY TRENCH ALONG THE CENTERLINE OF THE SPILLWAY FOUNDATION
EXTENDING UP THE SIDES TO THE HEIGHT OF THE DAM. THF TRENCH SHOULD BE
AT LEAST 2 FT DEEP AND ', FT WIDE WITH 1 1 SIDE SLOPES.
4 CLEAR THE POND AREA BELOW THE ELEVATION OF THE CREST OF THE SPILLWAY TO
FACILITATE SEDIMENT CLEANOUT
5 ALL CUT AND FILL SLOPES SHOULD BE 21 OR FLATTER
6 ENSURE THAT THE STONE (DRAINAGE) SECTION OF THE EMBANKMENT HAS A MINIMUM
BOTTOM WIDTH OF 3 FT AND MAXIMUM SIDE SLOPES OF 1 1 THAT EXTEND TO THE
BOTTOM OF THE SPILLWAY SECTION.
7 CONSTRUCT THE MINIMUM FINISHED STONE SPILLWAY BOTTOM WIDTH, AS SHOWN ON
THE PLANS, WITH 2:1 SIDE SLOPES EXTENDING TO THE TOP OF THE OVER FILLED
EMBANKMENT. KEEP THE THICKNESS OF THE SIDES OF THE SPILLWAY OUTLET
STRUCTURE AT A MINIMUM OF 21 INCHES. THE WEIR MUST BE LEVEL AND
CONSTRUCTED TO GRADE TO ASSURE DESIGN CAPACITY
6 MATERIAL USED IN THE STONE SECTION SHOULD BE A WELL -GRADED MIXTURE OF
STONE WITH A D50 SIZE OF 9 INCHES (CLASS B EROSION CONTROL STtW1DI'_A.
LARGER STONES THE
AND
MAXIMUM STONE SIZE OF 14 INCH
THE SMALLER
R, AND HIGHLY WEATHER -RESISTANT
ail ENSURE THAT THE STONE SPILLWAY OUTLET SECTION EXTENDS DOWNSTREAM PAST
THE TOE OF THE EMBANKMENT UNTIL STABLE CONDITIONS ARE REACHED AND OUTLET
VELOCITY IS ACCEPTABLE FOR THE RECEIVING STREAM. KEEP THE EDGES OF THE
STONE OUTLET SECTION FLUSH WITH THE SURROUNDING GROUND AND SHAPE THE
CENTER TO CONFINE THE OUTFLOW STREAM.
10. DIRECT EMERGENCY BYPASS TO NATURAL, STABLE AREAS, LOCATE BYPASS OUTLETS
SO THAT FLOW WILL NOT DAMAGE THE EMBANKMENT
1 1 STABWZE THE 89WO MEW AND ALL DISTURBED AREAS ABOVE THE SEDIMENT POOL
ANO OOMI$lI1iFJMA.=FROM:.AIE TAM.MIMEDIXTELY AFTER CONSTRUCTION.
MAINTENANCE
WSPECT TOMRARv SEDIMENT TRAPS AFTER EACH PERIOD OF SIGNIFICANT RAINFALL -
REMOVE Sift AND RESTORE THE TRAP TO ITS ORIGINAL DIMENSIONS WHEN THE
SEDIIIIIEW Wt4S A0CUmULATED To ONE-HALF THE DESIGN DEPTH OF T14E TRAP.g "Ay, REh pVED, I" THE DESIGNATED DISPOSAL AREA AND REPLACLE THE E
NT T7
CONTAIMINXIM PARR OF THE GRAVEL FACING.
CHECK THE STRUCTURE FOR DAMAGE FROM EROSION OR PIPING- PERIODICALLY CHECK
THE DEPTH OF TIE SPILLMMY TO ENSURE IT IS A OMIMARIM OF 1.5 FT BELOW THE LOW
POINT OF THE EMB_AWCMENT. IMMEDIATELY FILL ANY SETTLEMENT F THE SPILLWAY MUST
S�
BOVE
TO SLIGHTLY ADESIGN GRADE. ANY RIPRAP DISPLACED FROM THE
BE REPLACED IMMEDIATELY.
AFTER ALL SEDIMENT -PRODUCING AREAS HAVE BEEN PERMANENTLY STABILIZED, REMOVE
THE STRUCTURE AND ALL UNSTABLE SEDIMENT. SMOOTH THE AREA TO BLEND WITH THE
ADJOINING AREAS AND STABILIZE PROPERLY
WIRE SCREEN
TEMPORARY SEDIMENT BASIN
CONCRETE WIRE SCREEN
BLOCK OVERFLOW �r� FILTERED WATER
RUNOFF WATER M C3 I-
W/SEDIMENT
0 C
SEDIMENT -�
WASHED)
SEDIMENT
SPECIFIC APPLICATION
THIS METHOD OF INLET PROTECTION IS APPLICABLE WHERE HEAVY
FLOWS ARE EXPECTED AND WHERE AN OVERFLOW CAPACITY IS
NECESSARY TO PREVENT EXCESSIVE PONDING AROUND THE STRUCTURE.
BLOCK & GRAVEL INLET PROTECTION
REVISIONS MADE CHK uATE
INLET WITH GRATE
a�MES
DATE
DRAWN: RJN
6/5/96
DESIGN: DRS
6/5/96
PROD. MGR.: GMB
6/5/96
PROD. INS.:
CHECKED:
f
I9U.
12'
OUTSIDE INSIDE
3 G G _P
1 V 1
' y 1
t :c C
C C �
C C v v^ " O C
CV
0 0 vo o vGJo ovo cvc c 0 c cGy C C
6.0 FT. HIGH BERM DETAIL
F?.5'
3S
6.0'
1 v C^ c v 1 INSIDE
OUTSIDE o ^ c� �o 0 CD r,
c
cu Oc CccC0
C OCOGC - CCG CC uC� v
^o Coc c G
o SCG^ Jo Goc "c c c� �o rCo
oG_ c�o� c r o ocGc
�c:co c co c �J ��oG������oC000
cy cG cVcccoc o �cJJoGocoGO
0 0 0 G O O
ccc o 0 C CG G cG' Goccoocc000c
17.5 FT. HIGH BERM DETAIL
----- INTERIOR OF LOT - 60.0'
i
Cc00000C C '0 ^OOJ000
�o^oGocoo ocoGv c^ccc 0
CoocooCooOOGOGcoc c 0-
^VGGGocooOcoCGOc^GccoO.. ccG
J C O:^ O O C 0 0 0 C C O O C ^G ^ ' C C C
^CCC O C G O C C C^ C O^ � C ^ " C J ..' O O � C C 00
^.000C0C0CC0000CC�00 `G^ CCC
�o ^.,oGocGc0000coGC000OCc ,„^C� ^GGGC
JO::.^.0000OOOOOOCO00_CCOGCO 000C'vG00000
O 0 o 2
C O G O O C G C O C C C C C G C C C C C O G C C C G C 0 O J C C C O O O �1
^C O^OOOOCOC000co G000co,10 C .`CooOJC OG G
O' ^yCOCCOCvGOOC ^0000 v^ CC COO C., C0 00CC
ccccGoccc0oo0oG� oG0000��G. GcOoccG0oG00000.,0000
J 0 o
�GOOG00000cocOGccccc000= c�oG ooGoOGoc000c000000ooco
^ Go 00 O C O C O
;� cccOoccGGcocooGooG0000c c� oocGo oG
O�GGc000GGGocoGooGGGGCGGc Gc;oo = c ocGoccoc
oco^.O OO COGOCOCCCCOOJ OGOC CO:.� COLOOC�C�O_CGO_- _ 000OOOOC OOO
MAXIMUM FILL SECTION
z 1 Z _!
H
GRASS VEE DITCH_
SHOWN IN CHART Do� /-GRAVEL FILTER LAYER
NOT INCLUDE UNDERCUT FOR
LINING MIO FILTER MATERIAL.
TRAPEZOIDAL RIPRAP CHANNEL
CONSTRUCTION SPECIFICATIONS
1. CLEAR THE FOUNDATION AREA OF TREES, STUMPS. ROOTS, LOOSE
ROCK, AND OTHER OBJECTIONABLE MATERIAL
2 EXCAVATE THE CROSS SECTION TO THE LINES AND GRADES OF THE
FOUNDATION OF THE LINER AS SHOWN ON THE PLANS. BRING OVER -
EXCAVATED AREAS TO GRADE BY INCREASING THE THICKNESS OF THE
LINER OR BY 8ACKFILLING WITH MOIST SOIL COMPACTED TO THE
DENSTrY OF THE SURROUNDING MATERIAL..
3. PLACE FILTERS, BEDDINGS, AND FOUNDATION DRAINS TO UNE AND
GRADE IN THE MANNER SPECIFIED. PLACE FILTER AND BEDDING
MATERIALS (MEDIATELY AFTER SLOPE PREPARATION. SPREAD
GPMNJLAR MATERIALS IN A UNIFORM LAYER. WHEN MORE THAN ONE
GRADATION IS REQUIRED, SPREAD -THE LAYERS SO THERE IS MINIMAL
MIXING. FILTER MATERIAL SHOULD CONSIST OF AT LEAST 3 INCHES
OF MATERIAL ON ALL SIDES OF THE DRAIN PIPE THE DRAIN PIPE
CONDUIT SHOULD BE A MINIMUM OF 4 INCHES IN DIAMETER
ACCEPTABLE MATERIALS INCLUDE PERFORATED, CONTINUOUS, CLOSED -
JOINT GONDURS OF CLAY, CONCRETE, METAL. PLASTIC, OR OTHER
SUITABLE MATERIAL
4. PERFORM ALL CHANNEL CONSTRUCTION TO KEEP EROSION AND WATER
POLLUTION TO A MINIMUM. IMMEDIATELY UPON COMPLETION OF THE
CHANNEL, VEGETATE ALL DISTURBED AREAS OR OTHERWISE PROTECT
THUD AGAINST SOIL EROSION- WHERE CHANNEL CONSTRUCTION WILL
TAKE LONGER THAN 30 DAYS. STABILIZE CHANNELS BY REACHES.
MAINTENANCE
INSPECT CHANNELS AT REGULAR INTERVALS AS WELL AS AFTER MAJOR
RAINS. AND MAKE REPAIRS PROMPTLY. GIVE SPECIAL ATTENTION TO THE
OUTLET AND LLE( SECTIONS AND OTHER POINTS WHERE CONCENTRATED
FLOW ENTERS, CAREFULLY CHECK STABILITY AT ROAD CROSSINGS AND
LOOK FOR INDICATIONS OF PIPING, SCOUR HOLES, OR BANK FAILURES.
MAKE REPAIRS IMMEDIATELY. MAINTAIN ALL VEGETATION ADJACENT TO
THE CHANNEL IN A HEALTHY, VIGOROUS CONDITION TO PROTECT THE AREA
FROM EROSION AND SCOUR DURING OUT -OF -BANK FLOW.
17.5'
30.0'
n
W
H
11=TT,
GRASS LINED CHANNELS
CONSTRUCTION SPECIFICATIONS
I REMOVE ALL TREES, BRUSH, STUMPS, AND OTHER OBJECTIONABLE
MATERIAL FROM THE FOUNDATION AREA AND DISPOSE OF PROPERLY.
EXCAVATE THE CHANNEL AND SHAPE IT TO NEAT LINES AND
DIMENSIONS SHOWN ON THE PLANS PLUS A 0.2-F7 OVERCUT AROUND
THE CHANNEL PERIMETER TO ALLOW FOR BULKING DURING SEEDBED
PREPARATIONS AND SOD BUILDUP.
3. REMOVE AND PROPERLY DISPOSE OF ALL EXCESS SOIL 50 THAT
SURFACE WATER MAY ENTER THE CHANNEL FREELY.
4 THE PROCEDURE USED TO ESTABLISH GRASS IN THE CHANNEL WILL
DEPEND UPON THE SEVERITY OF THE CONDITIONS AND SELECTION OF
SPECIES. PROTECT THE CHANNEL WITH MULCH OR A TEMPORARY
LINER AS NOTED ON THE PLANS TO WITHSTAND ANTICIPATED
VELOCITIES DURING THE ESTABLISHMENT PERIOD.
MAINTENANCE
DURING THE ESTABLISHMENT PERIOD, CHECK GRASS -LINED CHANNELS AFTER
EVERY RAINFALL. AFTER GRASS IS ESTABLISHED, PERIODICALLY CHECK
THE CHANNEL; CHECK IT AFTER EVERY HEAVY RAINFALL EVENT.
IMMEDIATELY MAKE REPAIRS. IT IS PARTICULARLY IMPORTANT TO CHECK
THE CHANNEL OUTLET FOR BANK STABILITY AND EVIDENCE OF PIPING OR
SCOUR HOLES, REMOVE ALL SIGNIFICANT SEDIMENT ACCUMULATIONS TO
MAINTAIN THE DESIGNED CARRYING CAPACITY-
DITCH/CHANNEL DETAILS
TAR RIVER QUARRY, VAACE ,CaIll M AITH CARD IMA
SEDIMENT AND EROSION CONTROL PLAN
DETAILS - SHEET NO. 1
RRONME
1
PROJECT NUMBER -T-D5 AT E
RUST DWGREVISI
13 OF 1:4��
NUMBER NU
CLIENT DWG ; `"�. SH
NUMBER
i

- ~ i
t
DETAILED SE UENCE OF INSTALLATION REVEGETATION PLAN
EXC'Aw ~E~ MATERIAL TENANCE _ AND SCHEDULE FOR MAIN - ALL WINTER SEED MIXES SPRING F
~ rF-, ~ =r BE LOCATED UN
_+G~YNSTREAM SIDE OF
r.; ! ~ ,NF ~_ENi,rH ~)F -HF eiPRAF - G!VERS!GN DI?f,H) - ,-~'r+ APRON T- ~r _ • Ins±all temporary construction entrance (Sheet 11 of 14).
.''ri ~1-~~:••' - 5 ~IME~ '•HE MA7IM~JM A n A d - LATE WINTER /SPRING RATE (FEBRUARY-APRIL) ~ Cler,r area sufficient for access to the access trail and
~ S70NE DtAME?ER BUT NOT_FS> r j~~ TNAN 5 ~ _ ~ i , _ Rock Dam "A~ (Sheet ~ 7 of 14).
to i ~Id , , ! ~ 3 M P WFL_ DEFiNEC ~nANNEL Ex- I ro i o ~ r ~ iENC TuF 4PPpN JP THE _nANNEL ) ~ .1' _ PENSACOLA BAHIAGRASS 25 Ibs PER ACRE `
i L _ 4N [LPJP'ION k BPN a ABOVE 'HE MAXIMUM 'Ai~VIOTER RYE GRAIN 40 Ibs PER ACRE ~ (nstall Pipe Nc 5 (Sheet 11 of .4j. i 100 Ibs PER ACRE
{ ~ OEFTH .1R TO THE rpP OF 'tiE ~ - + BANK WNe:HEYER X55 -zirEF BtAnKE' ~ TALL FESCUE I A LESPEDEZA 30 Ibs PER ACRE ~ Install Temporary Sediment Basins No. 7 and No. 8 (Sheet 11 SERCE of ,4~
a A Fr~rER B~~ANRE1 nR FI~`EP SECTION A-A KOBE LESPEDEZA 10 Ibs PER ACRE 4
FABRIi SHOU~G BF P+~'A~.f~. FLAN BETWEEN TNf MPk0.F ANC `.O'~ s ,",rope roadway to trail that leads to the proposed retention
F'OUNDAT'ION peed Sheet '~1 of 141.
Y DIVERSION DITCH TEMPORAR ~ I
SUMMER RATE (AUGUST) ~ • install Rcc'~ ~~am A (Sheet ,.0 cf 14;
IA RASS 25 Ibs PER ACRE + ~ iear area sufficient to ~nstaP retention pond Install PENSACOLA BAH G ~ocb dam baffle Prepare dam area for earthwark. Install cut
GERMAN MILLET 10 Ibs PER ACRE off trench- 5~ing dam level up to F' high, install twin riser ~ I
~NS-P~,c~ oN ~,PECI~!Car~~N TALL FESCUE 100 Ibs PER ACRE bare; pr~nc~pcl spillway system !nstall ?p rap doughnut for
ENSURE SHAT THE ~BGR,+~~ Gw rHE rItTEG AND RiPRAP FOLLOWS A 30 IbS PER ACRE ~aiwe prcrecbcn Santmue embankment and stone drain work. SERICEA LESPEDEZ
~ r; ;.KACE~ .>HC~~vti !N THE PLAN COMFAfT THE RE.,uIREC~ ~~NE`. ANA SPEDEZA 10 Ibs PER ACRE !nstall e~r~ergency spillway and permanent rip rap stabilization- ~ KOBE LE ;tab,6ze emC-~nbments with, grass !n accardance with seeding ~
ANY E!LL RE.U!RED ~N THE 5~_~~BGRaDE THE ~ENSIr~ OF THE P _ . SURROUNDING OND!STUP,BEC• MATER!A~ ~O~r aFEA~~. N ~~E SUBGRADE Sr4 Lt a+ FA~' ~t ~i,-,~ 5:: hedale
I r T.. r .,:r qi ~ P' n, F FY ,NCR~JINO THE ~,,PF, ppF f - - - FlNttirlE :~HANNEL ON JN~IS~~,RBE.. MA _ , r.~ ~ _ _ !'RCS f,.C'!ON FALL RATE SEPTEMBER-OCTOBER ( • ~',P,~r Phcse area which includes remaining access rood,
RIPRAP THICkNES`~~ _vER. ' ~A' P'~+;~~ :~'~+T T,,1+_T,' a ,riF st?Ckpile area plant process area; settling pond area, and I
N TTiN+~ SHE ~;~~~qp ANC; ~,RAdE~ ~i ~E~ MAST QNF;.FM ThE SPEGIREC E PENSACOLA BAHIAGRASS 25 Ibs PER ACRE '~n~°ia~ pit area AH of these areas flow directly to the I F 40 IbS PER ACRE rrtent~o~~ ~~~,^~c (Sheets 9, "~0 and '~'~j
~RAE'~N itialT; ,NG,WN Cti 'NE F~~IvS ~ RY~ GRAIN 100 Ibs PER ACRE TALL FESCUE • it„tail F1pe Nos 9. 8 ',Sheet ,0 of 11 ; and (Sheet 9 of
Frill FILTER CL2TH, WHEN U~EE ~M;''T MEE' DESIGN REQUIREMENTS AND SERICEA LESPEDEZA UNSCARIFIED 30 Ibs PER ACRE ~ ± f ( ~ ~ 1 the~~ mstali R~~p Rap doughnut at. the ~nle o. Pipe No 1
~ PRUPERLI FR6TEC ED ~ Ati+M PUN'~HING OR TEAP.INv DURINi~ 1:.`,~ ~ r• ~ ~ 5~,,~ ~F l ~ r T R~ RAP ANC' `''"r`"''~ , vet'. + 10 bS PER ACRE the t ~ cf Instal' Yard inlet No ~ Sheet 10 of 11 I KOBE LESPEDEZA ~ ( )
N:~~A;.LA?ICty REF`AIR ANY (DAMAGE B'Y R,.M~VIN~ HE .P ~r,~~~ ~ s ~ H R P'ECE '''F ~'iTEA :.LOTH 0`JER THE DaMAGEC~ eGEq =a~'Z' rk`,? P~ACIN, ANOT E - , a' ~ ins±ali pipe Nos ana 4 and Junctian Manhole No. 1 and lard :r!e} No ~ i5heet 9 of ' 4, Then instal! the np pop doughnut
c c'a ~ n R AP A MINIMUM GP F"? if ~ Ai.E C,ONNE~?ANG Jv~NT~ ~'~E L - 'r , a~ the Ir~et ;~f Pipe No. 4 i:Sheet 9 of 141 Backfill
rHE DAMAG_ EX?EN51'vE, PE~'~.ACE THE ENT~RE ~'LTEk CL_'~~H ~ dr!r~nngewavs `hat have oeen piped. WINTER RATE (NOVEMBER-JANUARY) TEMPORARY SEEDING ONLY
R~PRAP Ma'r E~E PWCED B+ FUI,~!~'MENT E''1T ~a.nE. '`.;APE AVOID ~
TaMAGiN; THE PIL'ER - ~EE_ BEC W EN NOV. 1 AND JAN. 31, PROVIDE TEMPORARY SEEDING TO • Install bloc end ;;ravel filters arou~~d yard inlets ~ (Sheet BETE - IT FOLLOWED BY PERMANENT SEEDING IN ACCORDANCE ~ a~ 1 ~ ghee! 10 at i4)
'HE: MINIMUM TNICENESS +_,F THE R!FRAP `SHOULE BE TAME` THE ~.;Mr ~E5'r'L~ZE & SEEDi STABILIZES E WITH FEB. 1 THRU OCT. 30 RATES. ~ ~,pa, ~~t+~~. ~^t area tonstall perimeter berms and erosion
MAk"~M~_'M NONE DiAME?EP ._r,t~c~ ~,w~ ?s shown ,~n Shee`. ~ 1 14.
S.IPRAP MA, BE EIE~_~ ~ TINE ,-,P R~ ~!GH UI~ARR~' -T~"iNE ,T sH~~_~LD MATTING INSTALLATION 1 0 Ibs PER ACRE RYE GRAIN 2 • ir.stau Pepe Nc with Temporary Rocs Dam of Outlet and Rip
BE HARD ANGUU+R, H!~GH~~~, ?w~EA;NEF-RESISTANT aN'C wEL~ ~~FADEC PaF~ C.oughwt at ~nlet !Sheet ' 1 of 14 Install Temporary _
;ONSTRUC' THE APRON JN ZERO ;,RAGE ~ITh NO vVEPFALL A' THE ~~edirner! 3a=~ns Nqs. r, and 1 G i Shee' 1 ? of 14j. Install Perm.
ENG MAkE THE TGr= OF 'HE P'~"F'AP AT THE DGWNSTFEAM ENC ;EVEL ' SEASON _hor~,e,s 3°, 40, q' and 4< +o the typical sections and FERTILIZER ALA ~ r.~~~cc^s ~,d~ ated o^ the channel :jes~~gn charts fShe~et 11 of
WRH THE RECEIVING APEA jp ~~'GHT_' PEL'~W iT r.t, r F,' ni earth berm to t'~e typical sei.tion
P ENS;!RE ?HAT THE aFR;~:.ti _ ..RrPEaL, a~~',NED WITH 'HE GE;:E!v~tiG 1000 Ibs PER ACRE g _ ~ _ ~ ~ , P ; ~ ~ !^.e plans ~~sinq averb~.~rden excavated from initial 1G 0 -
~?R AM AND PREFEn46~~~~~ ~.T~'a!;;N THP,-'-~~'CUT !TS LENGTH u _ E , - - - - ~ ~ ~ Fc T~ c~ .~,TE ~+ti, T, ~Nc X11+' t +N ThrE ,i RVE N_ CE~~ ~ --------T- r T IME 4000 Ibs PER ACRE `:r,e~*s ~ and ' t et i 4i Upon compiet~.ng berm, install GROUND AGRICUL ORAL L f P R ACRE ~ : went Bann Nos t ? ,and ^ (Sheet t 1 of t 4).
„'pPEk SE~T~,r~N tic THE ~~~k;'N GRAIN STRAW MULCH 4500 bs E ~a~ .e N~_s- _ 36, 3`, 34 and (Sheet ? 1 of ]4j.
+ n, '~P Fi, ~ ,T:,t~„_.[E AL_ ~~iSTLRBED ~~,~ME~,ATEL'~ a~ t, ,,~CN` r '_~~~,r ~ar Deer ~ v'abrfized. rass cncnnel areas and install 9
AREAc W'iT ~;E:E??~ i7N MULCF~ TO BE ANCHOREC BY ONE OF THE FOLLOWING METHODS: as ~s ~.o~'ed far the channel design ,:hart
g' ER CT 'Vi'a` FEF ~ STAIN =~;aN' F - 1. PRIMPING WITH ANCHORING TOOL; OR • n,s~~i~ r ^ germ along access ~ocU and Channel Nos. 43
~ IACK WITH ASPHALT EMULSION - 400 GAL PER ACRE 4r ~Sr~,~e' of .4} !nstan ,ar,we' ~~ap tc the roadway crest ` m,> ;'.;t'~_, hanne'~.s w~~h grassing ar,d stabu~zat:cn aids as
~~r T cr I"'' Er' R ~~;pv. RAINS T.. ~E1 i aN' ~,r~tri.;~ ;I " j'., r ~ '~,r~~,4 ,y, 'N,~PE F~rRAP ,~~L l R~~+ ~>~F ,~G E t , or ~,F ~r cTnNE: ~rn.".:v., :4,~v~.; ~~sh' ~,?1t~t ~f~A,n`4;. ~:~~~R `;i ce'es' ' ~~~eet ' 1 of ~ 4'
:R+~SU,N AROUND RF~~W ~+r ~ Ar tea, 'Ar.N _ _E ~ , c~ i ; F ~MME~ ~~A~r~ MAr E A_ NEt~EE FEPAIRS Hat'E BEN CI~+._1+~~_~~~ • ~ ~P~~ ,~ea~ ~ufficie^+ in~ta~~' terms anderosion control
FKi vENT ~I;R~HER uAMAf,E - ~e ce, ~',eet 9 of '4 ~stail Temp Sed- Basin Ne- Nc, 3
ABC ~ ~ S^eet 9 7a; ~^stali Pipe No 2 and No. 1 with _ - S~~amS n? _.uet an~:i Rip Rap Coughnuf at the Inlet
_ HE BINDER ;LiRPA~E ~T r A IN DAM AREA. ~ ~ ~,r~eet ~ c; '4~~ ~~~stall Temp Sec. basin No 5
GC N~ uSE MIx~URES OF SERICEA LESPEDEZ N- -.,et 9 a
PROTECTION OUTLET ~ _ ,-,r.e~ Nis - ,4 end ~nstal~ 6' high berm
~~c^~ mere channels St;bi~~:e mmediately upon completing.
;e.. _ .~ne~ t jSheet 9 of i4). Grass and msta~i stabd~zaUOr aids 'o~ channels
ET IL -ACCESS ROAD D A
• ^st^~~~ _rr~ne~s : , 4, 9, 10, ? ~ and 12 (Sheet 9 of 14]. =~=?~ucr F ana i' S' high berms along these channels to the
,,r~~-~~ ,~~,~-~~ded pn the detail sheet using excavated
q,. M',N ~ 'ne ~o~rturden fr~~~m the ~n:bo'~ pit (Sheet. 9 of MIN 'a she berm; immediately upcr completing Install
A I -----1 _ 5, b. -and d t~=~ the typical sections any
_.mP^s~e^s tFa ~~r the aes~ ~_h~nne~ :,arts (Sheet 9 or -d~ca _ ~ p~
~.a 1 i '1 _~as~, and ~~nsta~~ stab~~~zat.c^ aids os called for. r, : - .
~r~ tom,,; i ,x, .T` ~""t'~~7" l" "•:1 ~ ~ ~ p' J~eSSing area tC SG'c' PIFVat'OnS '~ndlCated and : S^ ~ -
i~ 7-~ ,~1~ Y' X` r ~ ~ + - ~'RJIT~+Rt_ ST~JNE ! ~ - -crrole'e a~a~el access ~oae ,S^eets 9 and ' 1 of 14) Instali ~,~TER ~ - ~ T?rr; ~e•1 chain No 6 ;Sheet g o' 14), Ch•mnels t8, 19. 44 and
` rABRIC ~ ~ , - v'~ 4, 15,~ears 9 and 11 of ~ 4) to she typ~ca' sections and dimensions
x~+rt~~ ~,t- x,,,-~' indicated cn the des n char{ ~~~,;~,~J 9
r • Instali sle~~e drams and rock bums to protect fill slopes
A~ ao A ,~x~ (Sheet ~ ,~t '4~
~o _ ~~c E ~ PA\~ - A ~ Stac,i~ze f,,, slopes and ch,annea with grass using
_ a a _ - ~l ~'.J 6 .r _ 7. r. fi' ~ ~1 ' 1 - stab~I~~:af~~>~ a~~ds where called for
r~SS A OF B • ~:e~,~ ,tea, sufficient to install perimeter berms and ERG~iGN ~ONTRGL _ eros~or~ c,ntrol devices shown on Sheet 10 of '14. Install Temp.
IY 1-' w r; T ,rte Sediment Basins Nos. ?3, 14, 15, 16 l7 and 18 {Sheet t0 of 14}.
I P~ ~ ?a, t In II hannel Nos 25. . ~ 1 ~rstall F.e No 10 tSheet 14,. sta C r F~~LiER y~~~~~~' ~a'~ MA% LSE. ~b and ?9 tSheet 1~~3 of 14). Install perimeter 17.5' high
; .rj-r~~., ~t"~(n;1 ' ~ ~ STR?JCT'JRA~ ~?ONE SnAL: EE ~~FSS ~Tr~NE ANC7 SMALL BE - ,rT;,~~-t. ~ ~ r ~ ~ f, ~ ~ X ~ PAID F iR A." THE ~ iF:'PAr T UNIT PRII E RER iN ;TINE POR _ - HALL B_ r i ~ t ~ ~ E r ~ ABRIC ~ , , ~ ~ a, ~ ~ bPrrr; ~t: 're t ical sect'~on lShee} 10 of 14) indicated on the
't ~~w x ~ ERO~ICG JN'A~~L , "B" SEE~!MENT C~'N`p i. STONE SHAL_ E SHAL_ ~ ''1~ f~ ~ dehc~i sheet usin overburden from initial it crea Once berm ~ ~,-~r~~,~~ g P i ~ _'.y
r MiN i r'~ 1 ~ ~ BE NG ">>F N, ~'':iNE ANG_ SHAG BE Fn,- FOR oT THE ,!}-r-~1~ ~ ~ l`~. ~S 'ON?FAi,i UN'J ~p,.;E c'EF~ TCIv =EG+MEti' ~,-,N ~,'nNE^ AND ~ ~~s completes, grass immediately Upon berm being stabilized, ~~nsta8 Cr.annels 24, 31 and 30 (Sheet 10 of 141 Stabilize all
~ '~K.T ~ l , J~ ~ ,T'~°L 'r. , •14+x'" 7 ~X~rY ~ t~:Y~ 1"'~Y~` K SE6~~MENT CuNTR~'~ =T, ,N ;HA:'_ BEE NCI. 5 '..F N'~ ANG i ANG channels w~fh grass ~~sing aids where coiled for on the channel . ,
AG ~ T ~ ^~v ~,Y. t - ~Sy,C~f,~,,~(.~ SHALL BE SAID PGR A7 iri ~~VN'FF~=T ONIT r~Rl('t DFP '?P. '~aR,E _GPE~A E ~ ~ Y ~ ~ J~ t4~„x ~ ~ Ues~ar chi^t
~~~,e ~ t't' z.,x~. ;EDIFakNT ^~~~'RG~ ~,r„NE.. c,-;' ; ~~,.~.;x t TOP 1F tAM ~HAL~ EE t. MIN+M~~M QF UNE ~OC~Y BELGW ThE cGw ThE ~ ~ • ;,c~i„piere rill operet~on by bnng~ng the stockpile area and
~ l ,"r KA`Y`' ,N~,uL'EP ~.~R :;IMERS~ON ~'~'~~NT setti~~ng paid arec to grade Sheet 10 of 14). Install slope ,
P~I'r _~'~A~ ~R2F~ R''E` t _ ~ SEF~MEr+ -i-,,~~.A _ _T`~,= ~t t a 1(3TAl ",E~:'1~EN' TRAF V4,'1?~E SF lgpr" ~UBIC FEE? r^Ek ~ -ABE= AREA ~ C BE FROV'OED FUME 0~ THE ~T r^ER drains where ~nd~cated along with Rock Berms for slope protection Or SHE _ (;heel ^f 14t Grass fill slope. Once stabilized, install
AGGREGATE 5~~E - ' SE s~~r +h'ASrIET S'GNE ACRE r Y c. '1F g ~t~wMS'REAM PEOU~kE+; 'J'..11_~_~ME AIA BE F~-~;._~ _ 'REAM ONSTRUCT~GN SPECIFiCATinNS - "`."nan^~e'~s iSheet ti of 14), ~1, ?S and 23 (Sheet 10 of 141 to
~,MENS!oNS ~ ,RA~E_ Pa~~ - PLAN -,~~.~TF~7L~ P NONE 1C THE uNES AND DiMENS10N5 SHOWN IN THE PLAN ON the typi~:al section and dimensions indicated on the charts. LNC.
rmCFNESS ~ N?FE_ M~IsIJ~JM WiDTN~ 2-~' MIN~,MUM ^~R ~ l LL JJIC?~' a' uL~ a FILTER FABRIC rOJNDATION ~~rass a~, ~emain~ng channels us~na stabJizat~on aids where ^~d~catea.
P'~iNTS ~r~F 'NE cEti"_';~~R [p.'RASJI;E ANG E"~? _ aR~. WHICHEVER I~ -Rta'EG ' ~T~,NF KEEt' 'HE CENSER STONE ;ECTIGN AT cEAST 9 INCHES BELOW NATURAL GROUND LEVEL ~~JHERE THE CAM ABUTS THE CHANNEL BANKS s nn au are s are stabilized, remove tem Drat devices and
~_EN~~TH 5J-~' M~NiMt~M ce a ~ p Y
it y ~ _ 4~N z XT'~ND STONE AT _EAST 1 FT BEYOND rHE DITCH BANKS TO KEEP Install actin stabilr<atron such as rip yap at the end of pipe E ~r OVERFLOW WATER FROM UNDERCUTTING THE DAM AS iT RE-ENTERS THE outlets cna regross ereas d~st~rbed by removal of temp. devices ;HOuLDER f "r. ± section and dimension shown
~ ~ ~i ~~:~ADWA. SHUULJER rHANNEL ns-ai ennel No 33 to he typical ;,beet g of ?4) Stabilize as indicated ~m the channel design
aR THE L~~arPAP~sE NNIi Exi' aGEA }c a~, ~ + _ ~ _ _ F '_iE + r _ _ - ~.E~ qT+,~~; R ~_TC, SriL~ ~rtiF_o OBOE" Lr,aa~= MA~EG'~A~_ aN,. ~ y- ~ '~,'Y` ~ + " c.hort Faye entrance.
nP~a~. ;;P4~E" r 'p~ ~.~~~"i 1 MA~NfENANLE - INSPECT CHECK DAMS AND CHANNELS FOR DAMAGE Af7ER EACH RuN-OFF EVENT • Maintenance Sheet ~11 of 141 ~s to be performed on all
- ~ , "~F' ".RAGE aNQ 2~MENSiON~ SHOWN -G'.5~ ~r P OE ~E RArE~,. _ ~ Ft _ ~ O ~ . ~ ~~n y~ ,x i F ~W ~ - ~ - -p PR u.ti on+Ni ~ t 1~ 7 ~ i _ " ~ ; iW NTiGIPATE SUBMERGENCE ANC DEPOSITION ABOVE THE CHECK DAM AND temporary and permanent devices when and where needed.
~ ON THE F,AT;S AhL C~Ai~+"" ~ ~ d_ S _ ` A EROSION FROM HIGH FLOWS AROUND THE EDGES OF THE DAM. CORREOT ALL temporary devices shall be ~_hecked on a weekly basis and a ter
r G•, - ''IM NT TRAP 'JP OTHER -~1 r" TRAIN~i;L _AR ~ HATER T. A :E~ E PR,vICt ~ ~ DAMAGE IMMEDIATELY. IF SIGNIFICANT EROSION OCCURS BETWEEN GAMS, any rainfall event ~.n excess of 0 1 ft (Sheets 9, 10 and 11 of
SWTABLE ~''~T'_E ~ i I 8' ~11N 3c;' ~iPE May. SEDIMENT '',piRO~ S?ONE ~ - WSTAL'~.. A. PROTECTNE RIPRAP LINER ;N THAT PORTION OF THE CHANNEL. ?4) All permanent and temporary sediment storage devices shall have white canes Installed with the max. sediment storage depth
MAIN?ENANCE REMOVE SEDIMENT ACCUMULATED BEHIND THE DAMS AS NEEDED TO PREVENT ; ~ ' - T DRAW THeOUGH painted ir, red. Once the sediment reaches the red mark, said DAMAGE r0 CHANNEL VEGETATION, aLLOw THE CHANNEL 0 basin shat be excavated to the original bottom elevation.
- - MAINTAIN THE GRAYEI_ oA0 ip A ~_'JNDiT'ON 'O PREVENT MUD OR ~EOIMEN~ - , ~ nnN s~TE TFi~~ MAY REQUIRE pER10Dic SECTION A-A SHE STONE CHECK DAM, AND PREVENT LARGE FLOWS FROM CARRYING
FROM LtAJ~NG THE ~ON_iRI,C TONE. IMMEDIATELY REMOVE ALA TOPGRESS,NG ~"TH ~-INCH AIM NT OUER THE DAM. ADD STONES TO DAMS AS NEEDED TO MAINTAIN Excavated sediment !s to be hauled to the stockpile area. The DEL E DESIrN HEIGHT AND CROSS SECTION retention pond is to be drained and checked every 3 months during
OBdECT!ONABCE MATER~a~_5 cPIL~E~+. ~+ASHED OR TRACkED ONTO PUBLIC ROA^WAYS construction and once a year when operations are underway (Sheet 10 of 14;.
PIPE FILTER INLET RIP RAP & GRAVEL MPORARY CHECK DAM TE
TION ENTRANCE VEL CONSTRUC TEMPORARY GRA
,..rF 1,i~MLc
DR~~Nr~: RJN 6/5/96 /1 1. 1 0 ~ L ~ ~ ~I~1 01 II~
Ile williamg carmen 4 kin Inc.. E N G I N E E R S E E R S & ARCHITECTS - DRS 6/5/96 INFRASMUCTURE
PROD. MGR.: GMB 6/5/96
~ECT `,lUMBER B ?TE _~._,_-----a TAR RIVER QUARRY, VAhCE COUNTY, NUPTH CAROi1NA PR^~
- RCS' R"LNG REVS TO
---t- - 14 OF 14 I NUMBER
740 chapel hill road p.o. box 1179 SEDIMENT AND EROSION CONTROL PLAN SHEEVf NUMBER , 'r., GE j
burh 910i'226-5534 ngton, r .c. 27215 DETAILS - SHEET NO. 2 '
J J