19-10_4_Redacted

/G�O�
9y j8
DIVISION OF LAND RESOURCE
OCTOBER 21, 1997
MEMORANDUM
TO: Tony Sample , Asst. Mining Specialist
FROM: Tim Holland, ASst. Regional Engineer
THROUGH: John Holley, Jr. , Regional Engi
RE: Merry Oaks #1 Mine 19-10
Chatham Co.
I have reviewed the permit modification request for the subject
mine. The grading work is for a production facility, parking
lot, storage and offices. The work is within the permitted area
and requires no change in the s&e plan. I recommend approval .
` wF'fAZ- N-�fNelt
-_, t4cJTAE R71L

MINE SITE REVIEW FORM
DWQ Comments - Water Quality
��pp
Project: Zr(ck,' Mt r. 0�Y County: �f MGir.✓
Assigned To: 1;ak-,eL, (Q..1,S Due: Completed: o L�
REVIEW ISSUES: GG LL ����
Watershed/Stream Name and Classification: Lt-T 1 o✓i!�
Comments :
PERMITS•
YES NO
NPDES Permit Required y/
NPDES Permit Existing (No. ArZo7Q 98) ✓
Nondischarge .Permit Required / 1 � q ✓
Nondischarge Permit Existing (No. i Nw�Y / ) ✓ _
Notice of Violation Issued (Date(s) )
Enforcement Actions Taken (Date(s) )
Comments:
ENVIRONMENTAL ISSUES:
Wetlands Disturbed by Activity
401 Certification Required 7
Comments : 114 .4dica41-
r+2 Z94o Wes&/ dJ �afu bcd.
Approved By: Date : L/{G

MINE SITE REVIEW FORM.
DWQ Comments - Groundwater Quality
- ?J"2;1f 8R/cK e-on7pwr
Project: aJYAS P,Z.i9i✓T county: G1/.9T/�i9M
Assigned To:aPNiEZLOk&AA/97Due: `ZllalqZ� Completed: /DT7
REVIEW ISSUES:
YES L
Well Permit Required
Well Permit Existing (No . )
Groundwater Contamination Problem _
Notice of Violation Issued (Date(s) ) _
Enforcement Actions Taken (Date(s) ) _
Comments: F- P?i�Pv.SE'D «.✓ST?r�cTJod/fJT Tf/F fxiin.,/!r
saow.✓ �Al rNF Pi.o.✓<�}/aIy1,D
d}691ig TWA?F
G.Pon.//lw,oTE,P _
Approved By: Date : Z� /�/9-2

MINE SITE REVIEW FORM
DAQ �CommeJJnts - Air Quality //^^ {��/
Project: lanC rdl - k� " County: Glm Aa Nn
Assigned To: 6 r [ Due: Ir7 dY Completed: D 3 a-
REVIEW ISSUES:
Air Permit Required 43 -6--
Air Permit Existing (No. .�,$97 7 )
Notice of Violation Issued (Date(s)
Enforcement Actions Taken ( Date(s) ) SL
Comments: Y a ib>, ��, . r P,
a m, a
Co G in
Approved By: _ ��`�L-cam Date:/D c� C�

State of Korth Card
Department of Env nment
and Natural Resources -!
Division of Land Resources INJ
t��ryJlames B. Hunt, Jr., Governor 2 �� C®E� `R
Wayne McDevitt, Secretary71 'Charles H. Gardner, P.G., P.E.Director and State GeologistOctober 17, 1997 -�
MEMORANDUM
tib��\6 sr ?��
To: Mr. Owen Anderson ;-a
v
Habitat Conservation Program Coordinator `'
OCT i99�
Wildlife Resources Commission
r.�
�,p" RECEIYE4 �.,
From: Susan B- Edwards 9
Mining Program Secretary
Land Quality Section
Re: Mining Permit Modification Request for Triangle Brick Company
Merry Oaks Site If Mine - Permit No. 19-10
Chatham County
Please find attached for your review a copy of the mining permit modification application for the above
referenced project.
Please review this information and advise as to the probability of this operation having unduly adverse
effect on wildlife and freshwater fisheries (G. S. 74-51 (2)). Please respond by November 13 1997 so that we
may complete our review of this request within our statutory time limits.
As is the case in our review of all mining permit applications, renewals and modifications, this office
will carefully review ail proposed erosion and sediment control measures to ensure that they are sufficient to
restrain erosion and off-site sedimentation. However, any comments your agency can provide regarding effects
on wildlife and freshwater fisheries would be greatly appreciated. If your staff wishes to perform a site
inspection, it is recommended that they contact the person submitting this request to set up a convenient date
and time. Also, please send a copy of your comments to the person noted in the application. RETURN ALL
APPLICATION MATERIALS AND MAPS WITH YOUR REVIEW COMMENTS TO THIS OFFICE.
Your continued cooperation in the review of these type requests is greatly appreciated. Please contact
Mr. Tony Sample at [phone] if you have any questions.
SBE
Attachments
cc: Mr. John Ho�eyeological Survey Section Land Quality Section
[phone] [phone]
FAX: [phone] FAX: [phone]
P,0. Box 27687, Raleigh,North Carolina 27611-7687 Telephone [phone]
An Equal Opportunity Affirmative Action Employer 50%Recycled 110%Post-Consumer Paper

NCWRC IICP , FRLLS LRKE TE L :919-528-9839 Nov 17 ' 97 12 : 29 No .006 P . 01
FAX COVER NC Wildlife Resources Commission
Habitat Cnnserva Iron Program
11421-85 Service Road
Falls Lake Office Creedmoor, NC 27522
Date rr-/?- S7
Numher or pipes inriudino cover sheet
To: From:
.�4SA1+ FrO a�+,[,Ol Qlti6� A.✓OEZSe.�/ .
phone phone 919.528 cO"a6
Fox Phone Fax Phone [phone]c35
CC
0 Urc�Ot Fcr ycur review [ r,=^,I, FSA= _", r'r F
I
NOTE: NEW US POSTAL MAILING ADDRESS: 1142 1-85 SERVICE ROAD i
CRFEDMOOR, NC 27522

N�WNJJCP , FALLS LAKE TEL :[phone]
Nov 17 '97 12 : 30 Nc . 007 P . 01
.Adiis
J North Carolina Wildlife Resources Commission Q
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 Secli
FROM: Owen Anderson, 'edmont Region Coordinator
Habitat Conservation Program
DATE: November 17, 1997
SUBJECT: Mining Permit Modification Request for Triangle Brick Company, Merry Oaks
Site A, Permit No. 19-1Q Chatham County, NoAh Carolina.
Biologists with the North Carolina Wildlife Resources Commission have reviewed the
subject permit modification. Our comments are provided in accordance with provisions of the
Mining Act of 1971 (as amended, 1982)(U.S. 74-76 through 74-68 15 NCAC 5).
Triangle Brick Company plans to construct a new brick production facility and associated
storage, offices and parking at the Merry Oaks site. The area for the construction has been
previously disturbed by mining activities and is within the current permitted mining site. The
enclosed erosion and sediment control plan appears adequate to protect downstream fisheries and
aquatic habitats. Therefore, we concur with this modification.
There are old records of red-cockaded woodpecker (Picoides borealis) from nearby
tracts; therefore, any mature pine forests may provide habitat for this species. Since this is a
federally endangered species, the applicant should coordinate with the U.S. Fish and Wildlife
Service, if disturbance of mature pine forests is anticipated. The US Fish and Wildlife Service
can be contacted at(919) 856-4520.
Thank you for the opportunity to review and comment on this permit modification. If
you need additional information, please contact me at [phone].
cc: Thomas J. Wainwright,P.E., McKim& Creed
John Hefner, Supervising Biologist, US Fish and Wildlife

0 0 40 1

DATE TO ASSISTANT ,W—f /— DATE TSUSAN
LOGGED IN
MINING CHECKLIST FOR ROUTING
Company �rr;* JA- I�•iJ Ce Project Name Me OeL S,,iT -'l
,
Permit No. -�T/O County 40 CAoA- Date Received /0 "i 7 '9
Reviewer / t`' ,
I
Please make copies of check to include with Central Office and
Field Office files and log in checks.
* ❑ New ❑ Renewal ❑✓ Modification ❑ Transfer ❑ Release
❑ Additional Information ❑ Fee Needed
❑/
Fee Received: Amount. /iYJ• o °
Please route to:
❑/ / r
'� Ki4�[ 'S \ Field Office ,e Date Routed 119-17-97
❑/ Wildlife Resources Commission Date Routed /40—1 7-97
* ❑ Archives and History �// Date Routed
❑ Other: )t( )& Tk" 4e,lr ✓ (Ott Date Routed
i
Suspense Date for Comments: J/-/ 3`"ff -7 (Date received +30 days,
not on weekend)
❑ Please note the following:
*SUSAN: Please make file and return Checklist and file to Reviewer
White Copy to Field Office Yellow and Pink Copies to File Goldenrod Copy to Susan

ra

State of North Cara
0 Department of Environment 1 F15WA
and Natural Resources
Division of Land Resources
James B. Hunt;Jr,, Governor
NCDENR
Wayne McDevitt, Secretary ErrnRONMErrr AND NKruRAL RE3oURCE9
Charles H. Gardner, P.G., P.E.
Director and State Geologist
October 17, 1997
MEMORANDUM
To: Mr. Owen Anderson
Habitat Conservation Program Coordinator
Wildlife Resources Commission
From: Susan B. Edwards
Mining Program Secretary
Land Quality Section
Re: Mining Permit Modification Request for Triangle Brick Company
Merry Oaks Site #1 Mine - Permit No. 19-10
Chatham County-
Please find attached for your review a copy of the mining permit modification application for the above
referenced project.
Please review this information and advise as to the probability of this operation having unduly adverse
effect on wildlife and freshwater fisheries (G. S. 74-51 (2)). Please respond by November 13, 1997 so that we
may complete our review of this request within our statutory time limits.
-As is the case_ in our review of all mining permit applications, renewals and modifications, this office. .
will carefully review all proposed erosion and sediment control measures-to ensure that they are sufficient to
restrain erosion and off-site sedimentation. However, any comments your agency can provide regarding effects
on wildlife and freshwater fisheries would be greatly appreciated. If your staff wishes to perform a site
inspection, it is recommended that they contact the person submitting this request to set up a convenient date
and time. Also, please send a copy of your comments to the person noted in the application. RETURN ALL
APPLICATION MATERIALS AND MAPS WITH YOUR REVIEW COMMENTS TO THIS OFFICE.
Your continued cooperation in the review of these type requests is greatly appreciated. Please contact
Mr. Tony Sample at [phone] if you have any questions.
SBE
Attachments
cc: Mr. John Hoey
Geological Survey Section Land Quality Section
[phone] (919) 7334574
FAX [phone] FAX: [phone]
P.0. Box 27687, Raleigh,North Carolina 27611-7687 Telephone [phone]
An Equal Opportunity Affirmative Action Employer 50%Recycled/10%Post-Consumer,Paper ..

M RRY OAKS PLANT
N A � . G COMIDANY
SIT I
CHATHAM COUNTY NC
9
DECEMBE � 1909
fy4 /gFdoszO .e, C
''�y 9yQ y� y FAG
!�ti lifer �O e.
Oil
a.
10 ftp1,E1GH;
INDEX
r10 Six
SITE I �
9\ COVER SHEET & LOCATION MAP - - - - - - - - - - - - - X- 1
MINING PLAN - - - - - - - - - - - - - - - - M- 1 , M- 2 & M- 3
INITIAL RECLAMATION PLAN - - - - - - - R- 11 R- 2 & R- 3
n SF.pO
HARRIS EROSION CONTROL PLAN - - - - - - EC - 1 , EC - 2 & EC - 3
3. 19 •• 2� LANE
��a LANDSCAPE PLAN- - - - - - - - - - - - - - L- 1 , L- 2 & L- 3
Ir GENERAL DETAILS - - - - - - - - - - - - - - - - -D - 1 & D - 2
LOCATION MAP
APPROXIMATE SCALE I',
=2000
kz
z
R .AGS' DALE CONSULTANTS , P . A .
- _ P 0, Box 1749 P. O. Box 760
31D East Johnston Street 4601 Lake Boone Trail 2'0 Main Street
Smithfield, North Coro;ina 275?' Raleigh, North Carolina 27607 Lillington, North Cornlino 27546

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CONSTRUCIPON SEQUENCE R SITE 7 S!
�.1 .,,,,, Y / PHASE I CONSTRUCT ENTRANCE ROADS AND PLANT AREA d';.
L Clear and rub area for the ravel construction Q
tr `
Y D 1800 cut 1a_:vV g 9 Patl on NCSR ,y
1911.
it
GENERAL NOTES Yf r max J'r',\c J 20 2. Construct 200' x 50' x 8 ' gravel construction pad with storm drain
7. Contractor Pro y elect to substitute balled and lurlapped plants --- �' Q / 0 orto 3. Clear and grub. across to and locations of temporary sediment a .
for container-grown plants.
2. All plant material shall be nursery-grown unless otherwise Cross section LA ' traps 7 and 2. u1:1
OR WA
Fitter fabric / \ 4. Construct temporary sediment traps i and 2. X
specified. suRPACE / t' �\ \ i `
3. In all cases, quantity on planting plans will take priority SHOULDER r cp � 5. Construct temporary diversions into temporary sediment trap Iota-
s bons 1 and 2.
over quantity shall
plant list.. I ' ld Design `
4. Contractor shall be responsible for determining the location of all - sear Z1" r 8"min 6. Seed and mulch all temporary diversions and slopes with ap- ,f
4{I NATURAL tap '^'n �� / /� proprlate seed mixture. I,
underground utilities and structures and shall protect them 2!1 GROUND 1� 't;ie norm ' 7. Clear and grub area for the gravel construction pad on NCSR
from damage. „ + i - 2-3"
UuE t man u i - coarseaggregate .J 1912. (n
S. Contractor must contact engineer prior to placement of plant r 1,11 i ll hI In,ri-*gE{4A0 8. Construct' 200' x 50' x 8" r„ _.. f gravel construction pad. ,.
° material if field adjustment is required. All plant locations are -w. Q n
sn 1 1 '1 a GRAVEL CONSTRUCTION ENTRANCE s. clear and grub access to and locations of temporary sediment C] w
subject to field adjustment by engineer, max fill li I,pe,r,,, [memeacy traps 3, 4, 5 and 6. CnL } n Lit
TYPICAL ROADSIDE CHANNEL SECTION Filter
„ R 1 , d_. ,,,, 60 below 10. Construct' temporary sediment traps 3, 4, 5,and 6. LL W ., x m z
N.T.S. --. --._ = n,. I NI Wild t,:,l served tart 11, Construct temporary diversions into temporary sediment trap loco- rn �j m qZq z -
ILI, N. -/ al ram tons 3, 41 5 and 6. VJ gO '�}
111 gr�'md 12. Seed and mulch all temporary diversions and slopes with ap- tv! is.
Q "
SEEDBED PREPARATION proprlate seed mixture. � O a
13, Clear and grub access to and locations of sediment basins 1 8 2. f a
>lorlx , PO on A STONE LINED CHANNEL 14. Construct sediment basins 1 and 2. (6
1. Chisel compacted areas and spread topsoil 3 inches deep over adverse soil TEMPORARY ^ ""I tlaU l' 15. Construct temporary diversions into sediment basins 1 and 2.
SEDIMENT TRAP ull1--+'N Q N
conditions, if available. P i1111 =- 1.5' 16, Seed and mulch all temporary diversions and slopes with so-
, .. 2. Rip the entire area to 6 inches depth. �i - proprlate seed mixture. ~
3. Remove all loose rock, roots, and other obstructions leaving surface `Is,Max}gppy x eN - t8 '�1 ,ILIA x ) ill ``Ilt_I„ 1 17. Clear and grub remaining areas for roads. F, U
reasonably smooth and uniform. .G tMF.NT bI t>_tv t7 Ifi W Y Imi +l , i'-'!III 11 fStone size w
4. Apply agricultural lime, fertilizer, and superphosphate unitorml anal mix ", ( T) , _ 11jk;,,j1111_�IIh 18. Construct entrance roads. W z a m�
pP Y 9y zjtAp (['T) (FT) 8 1 Ises chart) 79. Seed and mulch all slopes and disturbed areas F- s01 w ^
with soil see below*). _.. )_ (F'P). �� llUt� 1 ..rot+ Filter layer, 20. Clear and m
( ) 1 .r - IIiiI�U „ grub remaining areas for plant area, railroad spur, and = q o
19 ill V ravel or fabric (n p 111
S. Continue tillage until a well-pulverized, firm, reasonably uniform seedbed 2 ] 9 I. . 4 a 9 ' parking and inventory areas. tJJ U 0mm
is prepared 4 to 6 inches deep. 6 1 21. Construct plant area, railroad spur, and parking and inventory Cc t- w O
19 4 4 CEiANNDT, STATIONS WIG
6. Seed on a freshly prepared seedbed and cover seed lightly with seeding 4 6. 1 3 STONE areas. d LLuu a z
equipment or cultipock after seeding. 5 27 ` ' 1p 1 4 4 --- '- ---.-. -.- _ SIZ, _ 22. Seed and mulch all slopes and disturbed areas. S i
7. Mulch immediately after seeding and anchor mulch. 6 85 . 5 13 1 4 4 ROAD 1 LEFT 1+90 t03+70__ ZNC firs - O a
8. Inspect all seeded areas and make necessary repairs or reseedings within 739 1 12 PHASE II CONSTRUCT HAUL ROAD w
43 LU
the planting season, if possible. If stand should be over 60% damaged 8 120 17 • 1 4 ROAD 3 RZGHT 8+60 to 11 3+70 to 620 9rr 41 Q a o m
reestablish followin on inl lime, fertilizer and seedln rates. 56 1 12 1. Clear and grub access to and locations of temporary sediment U
9 9 g 4 10 LEFT 5+75 to 8+45 Err traps 7 and S. W U) m c
B after Consuipermanernttion Over Inspector
s established. Bottom
treatment and fertilization +x Bottom Width of Storage Pit 2. Construct temporary sediment traps 7 and 8,
Width of Storage pit 3. Construct temporary diversions into temporary sediment trap z t;
locations 7 and 8. '
+ Apply. Agricultural Limestone - 2 tons/acre or 3 tons/acre in clay soils Q
Fertilizer - 7000 Ibs/acre (10-10-10) 4. Seed and mulch all temporary diversions and slopes with ap- J � a
Superphosphate - 500 Ibs/acre (207.) proprlate seed mixture. w n
Mulch - 2 tans/acre (small grain straw) 5. Clear and grub location of sediment basin 3. co
Anchor - asphalt emulsion at 300 gal./acre 6. Construct sediment basin 3. VJ iI a i
7. Clear and grub haul road and dump station areas. W w ❑ k
S. Construct haul road and dump station. r I� W ,< z ' .
9. Seed and mulch all slopes and disturbed areas. u z _ J
d 7 i Q a0
n n �.� A �, A�� � � k�/ ^ PHASE III STABILIZE SITE r Z a w w sr.
TYPE 0
SEEDING SCHEDULE FOR `tom ` � CLa551 RIP Ago (SEE SECTION TMRU 51Xa // 1• Shed and mulch all previously e disturbed areas not addressed to W m
/ this point with appropriate seed mixture.
\ ( �/,�- �-� 2., Throughout life of project, maintain stabilization of all areas not x ;.
STABILIZATION GRASS -� `� \ i t r 1 currently, being mined and reseed areas where mining is complete.
No more than ten (10) acres of mining area shall be disturbedllat XV
DATE TYPE RATE �� E PIP IF RAP XEADW4.E one time.
Mar 15 - May 15 Perrenniol Seed Mix to Ibs/acre _ ,_, J _ , , ��� i PHASE IV MINE AREA i
N.C.. Wilalifa Resource - - / ; . FrErElt sear j'' :.� /Commission a ViASXED STONE, 1' TMtx[ s' HIGH MIN. In channels,req tstri s I. Clear and grub access to and location of sediment basin 4.
Mar 1 - Jun 1 Sericea L pedezo (scart8ed) 50 ibsfacre aEolreNT oluR ore AREA-+. ` ��/ '� direction"OW nd over the protectivermulch.th 2. Construct sediment vburden material at excess material storage area
(Mar 1 - Apr 15) Add Tall Fescue - - 120 Ibs/acre - v1 / J i -"\ indicated on Mans.
(Mar 1 - Jun 30) Or Add Weeping Lovegrass 10 Ibs/acre � "� J / :! ! , I I I , 1, /// - )� -------'-- a, Place minable material at either the Covered storage area at 'r
1
(Mar 1 - Jun 30) Or Add Hulled Common Bermudograss . 25 Ibs/acre / / / ( `� lit i,i, the plant or at the temporary stockpile area
Jun i - Sap 1 +++ Toll Fescue and 120 Ibs/acre �t 3. Construct temporary diversions into sediment basin 4. , "
+++ Erawnto Millet 35 Ibs acre I (I' �LJ ,e Anchor netting m 4. Seed and mulch all temporary diversions and slopes with so-
or Sorghum - Sudan Hybrids 30 Ibs/acre l a 6-inch trench. A propitiate seed mixture. .'
Sep 1 - Mar 1 Sericea Lespedeza (unhulled - unscorified) 70 Ibs/acre N6 SCALE / 5. Diversions shall be located to ensure that run-off from all dis
and Tall Fescue 120 Ibs/acre INLET PROTECTION 18" turbed mining areas shall be routed into sediment basin a but
(Nov 1 - Mar 1) Add abruzzi Rye 25 Ibs/acre averts shall not divert dean run-off from stabilized areas.
p Join strips by anchoring 6, Once. mining is Complete on the Initial ten (10) acres, construct
NOTE. PURPOSE 4F IN.E? PROTECTION tS TO and overlapping,r-.nx,r re. e[onru+eLa °['1Y°X* eraa�n[ Eon[ .nr iXvrin FABRIC LINED CHANNEL sediment basin 4A Just "downhill" from the next ten (t0) acre min-
REDUCE SEDIMF N.. Fi.OWING THROUGH yw
INiJlura,Ett.! ROOD "m e[ ZONE /AV w NCADVALL PIPE. DEVICE IS NOT DESIGNED TO ing -area Sediment basin 4A shall be same size as sediment begin sue,
SETTLE OUT ALL SEDIMENT AND 4_ -CONTRACTOR INGA SE RESPONSIBLE FOR 7• Construct new temporary diversions around the next ten (10) acre
- \` ''L p+ f Z MAINTAING A SEDIMENT ISLE
PIPE. ,71 t
EROSIONt � CONTROL A meu+Naveo mining area and route to sediment basin 4A.
CONSTRUCTION SEQUENCE e• N y :;y;i 8. strip topsoil from next mining area and place over entire larevl- r
1 1:r cL.aexur riu - Crusty mined area and stabilize the area with the appropriate seed "•�
- ComPaclad sari 2• mixture.
pe 1111 STONE t
}. Obtain gyring permit. e" min +-I 9. Once grass is established in previously mined area, fill in sod!- Z
YAS. [COIYCN10CT1i 1pL[µ OUT MIXn xl Q d
2. Install gravel construction pad, temporary diversions, silt meet basin 4 and stabilise disturbed area .with grass.
fencing, sediment basins or other measures as shown on the 10. As the mining is completed in ten (10) acre increments, new sedi- Z ,
approved plan. Clear only as necessony to install these devices :1- 1 Fto{+ ment basins and diversion ditches shall be constructed, and pre
SECTION THRU BASIN FILTER _ --- _ 8 n"" - vlously mined areas stabilized as outlined in steps 6-9 above. Q f 3. Coll for Costs inspection by Environmental ER AN0 GULVCR7 PIPE _ 1lI� Ii III�III ` Jlf ll( - �}{ J
Inspector and obtain Certification of Compliance. NO SCALE _ I I IIIIIIF' 'rF-t117� -jl = �•' '
4. Begin clearing and grubbing. Maintain devices as needed. - iI� l= - III=-fill _ PHASE V MINE AREA 2 d T
Rough grade site.
6 typical ---�
fa:
5. Install storm sower (if shown) and protest inlets with sift 1 . Clear and grub access to and location of sediment basin 5. _
fencing, sediment traps or other approved measures as shown TEMPORARY DIVERSION 2, construct sediment basin S. Y
+"r•i':ncv snelw:,r 3. Construct temporary diversions into sediment basin 5. -
on the plan. Begin constructing building, aka
6. Stabilize site as areas are brought up to finish grade with li pet" 1,1 m,P'l1 4. Seed and mulch all temporary diversions and slopes with ap-
vegetation, paving, ditch Imings, etc. -ri,nw,v t proprietor seed mixture. d F ,(1
7, When construction is complete and all areas are stabilized ``' " Y rJyf,� ,gv[.,i,Yv r,,.,1Ir.,..,d i',,,,,, 5. Diversions shall be located to ensure that run-off from all die- t
completely, call for inspection by Environmental Inspector. _- N' ., A turbed mining areas shall be routed into sediment basin 5 but
8. If site is approved, remove temporary diversions, silt - h.. ,w3, tilill� llh (IJf=14
fencings, sediment basins, etc., and seed out or pave any DramaIO hors AM // Allhl!O ��I 1l �11 -f��,'k I.Will ifs i . ,-r,l,zen shell not divert clean run-off from stabilized areas. > +
f! T(I flip 6. Once mining is complete an the initial ten (10) acres, construct LJ.1 t.
resultingbare areas. All remaining permanent erosion H with ki l _ i17 V 1I]{{ put I yi o tivralon sediment basin 5A just "downhill" from the next ten (10) acre min-
9 P R-hll -J1lf PfJ(t' -.4d Bill ilElp- I Ifll('`K J '"'
control devices (such as velocity di55ipator5) should be �_ 4+uF- -111( ++If '1tfY-G. 1.5.i soot m;,x I Ing area. Sediment basin 6A small be same size as sediment basin „:
installed now. -,t-.- �- r-rlilt=ullrh-i. g• (7 LLI ,k
!r .mil✓ - - -y -- -._ ___ �_ -._. ('i ,r• Uurlet to f-III Area- 7. Construct new temporary Z �L x
9. When vegetation has become established, call for final site n r- dN7]lltl I + .1 Q x i -,•n No Wall i ined ( hunnol porary diversions around the nett ten (ip}
inspection by Environmental Inspector, mon,ro, Ir red fin y. calla, , I - acres mining and route to sediment basin 5A. Q_
Dock Flaccid ni,yu I lards+ 1 - - 8. Strip topsoi if if: I;ext mining area and place over entire previ-
nd cmmpaGCti spillway Hit Oftl,ench Print
ummi ously mined area and stabilize the area with the appropriate seed
Uarrei '- drep mixture.
I it
SEDIMENT BASIN Outlet Protection 3da A n
(see delci❑ T� 9. Once grass is established in previously mined area, fill in Sect-
menir
t basin 6 and stabilize disturbed area with grass.
u f -f�- v._ 10. As the mining is completed in ten (10) acre increments, new sedi-
ment basins and diversion ditches shall be Constructed, and pre-
Level Portion --- Crt.si uW Cpntlo! 3 'dion vicusly mined areas stabilized as outlined in steps 6-9 above. lisp
DEPARTMENT OF TRANSPORTATION - .,
SEEDING SCHEDULE �rf; Mt) ��tu'+ II )^1(b -
w tjf'u31111"' � �,hill�l !I i( r6.,1119ii(A �'"'err .1 ja :.y Plan PHASE VI MINE AREA 3
(REVISED: 1-1-86) �- _ '�'
a- -� r--- to1. Clear and rub access to and location of sediment basin 6.Shoulders. Side Ditches. Slopes (Max. 3:j� ,-fir •,i`+1jr „- ,rater-fl T•• '<�1,'s- _, ,�.__�- '-�>t.._ g J
..+`-+U-� -�1 2. Construct sedirr-ant basin 6. .k
DATE TYPE Planting Rate ry 3erm - Exit Sector 3. Construct temporary diversions into sediment basin 6.
r 4. Seed gild mulch pit temporary diversions and slopes with so-
Tall Q
Aug 15-Nov 1 Tali Fescue 300 Ibs/acre tk tiIlfi
Nov 1-Mar 1 Feseue 300 Ibs acre �"l"' ll1J A '
j APProach Y..- proprlate seed •mixture. o
h Abruzzi Rye 25 Ibs/acre channel Note: Neither the location nor S. Diversions shale be located to ensure that run-off from all dis- LL1 T`�:
// Section AA FFdter turbed mining
Mar i-Apr 15 Tall Fescue 300 Ibs/acre I alignment of the conflict section blanket Notes g urea& shall be routed I:^to sediment basin 6 but „,
Apr 15-Jun 30 Hulled Common Bermudograss 25 Ibs/ocre Embankment -I I ha to conrldel wish the centerline shall not divert risen run-off from stabilized areas. >R
Jul 1-Aug 15 Tali Fescue and 120 as/acre of the de.• i 1. La is the length of the riprap 6. Once mining is -.onplete on the initial: ten (10) acres, construct
++FBrowntop Millet 35 Ibs/acre ' Pipe Outlet to Well-defined apron' sediment basin ":A ust "downhill free- the next ten (10) acre min- J
lent basin 6A shah he same size. as sediment basin
J , I Channel 2- d = I .S times the maximum 6 Q T,
+**OI Sorghum-Sudan Hybrids 3D Ibs/acre Ing area. Sod
SLOPES (3: 1 to 2: 1) thanstone diameter but not less
7, Construct new temporary diversions =round the next ten (10) W
acres mining aI:!i ;'Cate to sediment basic 6A, Z ,
Plan 3. InaweU-defined channel ex- 8. eyyr!P topsoil fr:xn next mining area and place over entire previ-
Mar t-Jun 1 Sericea Lespedeza (scarified) 50 Ibs/acre
tend the apron up the channel ously mined area and stabilize the area with the appropriate seed 14
A _ banks to an elevation of 6" mixture 1
(Mar i-Apr 15) Add Tag Fescue 120 Ibsjacre j above the maximum tailwater 9. Once grass Is established in prev iova, y mined area, fill in sedi- . w�
(Mar 1-Jun 30) Or Adel Weeping Lovegross 10 Ibsjacre L depth or to the top of the bank, ment beam 6 an , stabilize disturbed area with grass.
(Mar 1-Jun 30) Or Add Hulled Common Bermudagrass 25 Ibsjacre �_ whichever is less. 10. As the mining ,:i completed in ten Octacre increments, new sedi- xx.
Jun 1-SeD i ***Tall Fescue gad 120 Ibsjacre be constructed, and pre- s*++Browntop Millet 35 Ibsjacre �_ Water sLirlaco s �. Control 4. A filter blanket or filter fabric ment basins and diversion ditches shs,i
-` '- -. sectwn '�. should be installed between***or Sorghum-Sudan Hybrids 30 Ibsjacre Stage (tip) vlou ly mined areas stabilized as outlined m steps 6-9 above.
Sep 1-Mari Sericea Lespedeza (unhulled-unscorified) 70 Ibsjacre -I----a --- Trtmr ` ��, Plan the riprap and soil foundation. PHASE VIS C s to s -i
rl
and Tall Fescue 120 Ibs/acre Mtn ' st`s PO - _ ,l Exit sector COMPLETE SITc SE-0035-001
(Nov i-Marl) Add Abruzzi Rye 25 Ibs/acre ' - level olrtiF+ 1 Check- `-Approarlr � - - ark all seal(menL basins after periods of significant run-off.
I channel greater I Remove sediment and restore the basin to its original dimensions DEC. 1989
r look ... N"" re. -* when sediment accumulates to one-half the design de
Consult Conservation Engineer or Soil Conservation Service for additional in- Profile alct centerline I T '�'rr-.� A �.,. �{' 2. Check all embankments, spillways, g pin rL, r "'s'.
formation concerning other alternatives for vegetation of denuded areas. The above ' - :n,t outlets for erosion damage,
vegetation rates are those which do well under local conditions, other seeding and inspect the embankments for piping, settlement and rock dis- FILM.. i1 placement. Make all necessary repairs immediately, Remove all F
rate combinations ors possible. 3 ' v 1 Air- trash and other debris from risers, spillways, and pool areas. to file, a1
p ^m - hl III X jl i
3. Remove temporary structures and any unstable sediment ne- -
+++Tempar�v - Reseed according to optimum season for desired permanent vegetation. *tin., im lul 1111 'AI Sechnu AA '"a iL ,.. m rchately after the Construction site has been "r ' "• a
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rMq<�M&CREED
October 18, 1997 M&C 757-0008.0R(10)
Mr. Tony L. Sample
ENGINEERS Assistant State Mining Specialist
NCDEHNR
SURVEYORS Division of Land Resources
Land Quality Section
ARCHITECTS P.O. Box 27687
PLANNERS Raleigh, NC 27611-7687
RE: Triangle Brick Co. - Merry Oaks Site# 1
Dear Mr. Sample:
McKim and Creed Engineers, on behalf of Triangle Brick Company hereby
submits four (4) copies of an application for an Erosion and Sediment Control
Permit. As we discussed on the telephone, this permit request involves grading
within the currently permitted mine area. The purpose of the grading, as shown
on the attached drawings, is for the eventual construction of a new brick
production facility and associated storage, offices and parking.
It is Triangle Brick's desire to initiate this project as soon as possible and
therefore your expeditious review of this application is greatly appreciated.
Attached please find a check in the amount of $100.00 to cover associated fees
as requested.
Should you have any questions regarding this permit application, please don't
hesitate to call.
Sincerely,
SUITE 117 McKIM & CREED ENGINEERS, P.A.
BURRING I f
5625 DILLARD ROAD
Thomas J. Wainwright, P.E.
CARY,NC 27511 Project Manager �� y
PHONE 919f233.8M
Attachments
FAX [phone] cc: Pat Brown-Triangle Brick
%\Mce_raNvoll%CLERICAL%07575000H510X10177Svmple,doc �J

045051
Eroision control permit $100.00"
INVOICE NO. - INV=DATE',V0UCHER.- - - GROSS DISCOUNT NET
REMITTANCE ADVICE Triangle Brick Co. M23NCM Yss-DURHAM.N C.zrris-ease

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EROSION AND SEDIMENT CONTROL PLAN
' AND
CALCULATIONS
' FOR:
TRIANGLE BRICK COMPANY
e MERRY OAKS PLANT EXPANSION
CHATHAM COUNTY, NC
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1 Prepared by
McKim and Creed Engineers, P.A.
1 5625 Dillard Road, Ste. 117
Cary, North Carolina 27511
M&C Project 757-0008.OR
OCTOBER 1997
`2 .
,,,�,qs►•.»...,Nye`,.,
1 OCTI6 1997
1 ,Pg
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1

EROSION AND SEDIMENT CONTROL PLAN
AND
' CALCULATIONS
' FOR:
' TRIANGLE BRICK COMPANY
MERRY OAKS PLANT EXPANSION
CHATHAM COUNTY, NC
a�
ell
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0
Prepared by
McKim and Creed Engineers, P.A.
5625 Dillard Road, Ste. 117
Cary, North Carolina 27511
' M&C Project 757-0008.OR
' OCTOBER 1997
1

TABLE OF CONTENTS
EROSION CONTROL
A. Project Description ............................................................................................... 1
B. Site Description ...................................................................................
C. General Procedures and Basis of Design............................................................. 2
1. Diversion Ditches............................................................................................ 5
' 2. Culverts .......................................................................................... 5
3. Outlet Protection............................................................................................. 6
4. Temporary Sediment Traps ............................................................................ 6
' 5. Sedimentation Basins .......... 6
6. Seeding ........................................................................
D. Construction Schedule........................................................................................ 10
' E. Maintenance Guidelines. .......... 10
1
Swale Calculations APPENDIX A
Culvert Calculations APPENDIX B
Outlet Protection APPENDIX C
Sediment Pond Calculations APPENDIX D
' Miscellaneous Charts & Tables APPENDIX E
1.
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' TRIANGLE BRICK COMPANY
' MERRY OAKS PLANT EROSION CONTROL
A. PROJECT DESCRIPTION
' Triangle Brick Company proposes to construct another building adjacent to their
current operation at their Merry Oaks Plant. The purpose of the construction will be to
' increase their brick making capacity. The project will entail the construction of one
' main building, smaller adjacent buildings and one gravel road just south of the current
building. The construction project will be located within the confines of the existing
mining permit boundary.
' Approximately 20.23 acres will be disturbed during the road and building
construction projects, all of which was covered in the initial mining permit application
therefore no new areas are being applied for in this application. The site currently has
' several sediment ponds. All surface water runoff from this construction project will be
directed towards one of these existing sediment ponds.
' B. SITE DESCRIPTION
The site is located within the boundary of the existing Triangle Brick's Merry
tOaks Mining Facility which encompasses the mining areas, and all operational areas
required to manufacture and distribute clay bricks. The site is physically located near
' the intersection of Highway U.S. 1 and SR 1011. The site is bounded on the north by
tU.S.1, on the east by a saw mill operation and on the west by a railroad spur track. The
mining operation started in 1989 with the first area mined being around the present
brick manufacturing building. Grading at this site will require the new building to be
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located at a comparable elevation to the existing plant site. Unfortunately this causes
' the building to be set in a low area in relation to the surround topography. In order to
convey runoff from the grading area, a series of culverts and yard inlets have been
designed. During initial construction, until these inlets can be established, drainage will
' be routed to existing conveyance structures or within the confines of the graded area
itself.
1
' C. GENERAL PROCEDURES AND BASIS OF DESIGN
The purpose of this plan is threefold:
' to describe, in general, the temporary and permanent
erosion and sediment control measures, which will be
implemented during and after construction;
' to provide the detailed design calculations for the erosion
and sediment control provisions to be constructed;
• to present the general maintenance
' guidelines for the erosion control
measures.
' In accordance with the provision set forth in the North Carolina Mining Permit
Application, the Plan has been designed to handle the 25-year, 24-hour precipitation
event.
' Temporary erosion control measures to be used at this project area will be
ditches, berms, and siltation structures.
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The sediment and erosion control measures described in this section and the
design methods used are in accordance with the North Carolina Erosion and Sediment
Control Planning and Design Manual (December 1993 Revision) (NCESCM) developed
in a cooperative effort between the North Carolina Sedimentation Control Commission,
NCDEHNR, and North Carolina Agricultural Extension Service.
Stormwater flow volumes to the sediment pond were estimated using an
' EXCEL spreadsheet developed by McKim and Creed (see Appendix B). This program
' uses the rational formula to obtain runoff values. This computer spread sheet takes
into account changes in grade, hydraulic grade line, flow (Q), drainage area(A), runoff
' c ) factor, intensity (i) factor and pipe sizes.
A computer program called SEDCAD}Version 3 (developed by the University of
Kentucky, Agricultural Engineering Department) was used to determine if the existing
' sediment ponds were properly sized to handle the additional runoff from this
disturbance area (see Appendix D). This program uses the Soil Conservation Service
(SCS) method for estimating stormwater volume generation. Input data to the model
' included drainage area, flow path characteristics, rainfall depth, SCS storm type and
' SCS Curve Number applicable to flow path. Drainage areas were estimated using a
planimeter on a scaled drawing of the project area.
' The following information includes a brief discussion regarding the purpose,
location, and design basis for each of the erosion and sediment control measures to be
implemented at the proposed construction site. Design calculations are attached at the
end of this section. Please refer to Sheet No. 5 , Sediment and Erosion Control Plan
as well as Sheet Nos. 7 & 9, Miscellaneous Erosion Control Details when reviewing this
' Plan.
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DESIGN ASSUMPTIONS/STANDARDS
Storm Frequency, Duration: 25yr.-24hr.
Rainfall Depth: 6.4 inches (SCS) Figure 8.03k
Storm Type: SCS Type 11
' Rainfall Intensity 8.3 inches (Rational)Figure 8.03e
Intensity: 5 min.
' c factor: .4 grass, .95 parking lots
' Channel Design : Rational formula.
Culvert Design: Rational Formula
Pond Design: Based on velocities per SEDCAD program
and backed up by those listed in Design
Hydrology and Sedimentology for Small
Catchments.
SHEAR STRESS:
Liner Allowable Stress
Erosion Blankets 1.45
Class A riprap 1.65
' Class B riprap 3.37
Class 1 riprap 4.2
Class 2 riprap 5.0
' MANNINGS N ROUGHNESS COEFFICIENT":
Liner Depth of Water
0-0.5ft.0.5-1.0ft 1.0-2.0ft
' Class A riprap 0.106 0.054 0.044
Class B riprap 0.215 0.068 0.062
*Other Roughness Coefficients are as listed in the various designed.
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1. Diversion Ditches
Vegetated channels were designed with a permanent vegetative cover. These
ditches are labeled SWALE 1 through SWALE 3 near the building. Road ditches were
labeled typical Road Ditch 1 through 3. Due to the low flow situations and flat slope on
' the channels a temporary liner will not be required. A straw mulch applied when
seeding will be sufficient to prevent any erosion.
All channels were designed to include a 0.5 foot of freeboard over the maximum
flow depth to be theoretically reached during the 24-hour, 25-year storm. Calculations
are shown in Appendix A of this Section.
TABLE NO. 1
1 Ditch Type Side Slope Lining Depth Top Width
Swale 1 V 3:1 Grass 1.5' 6.5'
Swale 2 V 3:1 Grass 1.5' 5.7'
Swale 3 V 3:1 Grass 1.5' 5.1'
ARD-1 V 3:1 Grass 1.5' 5.2'
ARD-2 V 3:1 Grass 1.5' 7.8'
1
ARD-3 V 3:1 Grass 1.5' 5.2'
' 2. Culverts
Several culverts were designed in conjunction with this application. In order to
1 convey runoff away from the site, drop inlets or catch basins were used when possible.
These will help keep the vegetated channels to a minimum. Culvert sizes are shown on
' Sheet No. 5. Design calculations for these culverts can be found in Appendix B, this
appendix shows the sizes, drainage areas, slopes, outlet velocities etc. of all the
culverts.
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3. Outlet Protection
Outlet protection will prevent erosion of the areas immediately downstream of
discharge from culverts and ditches. Outlet protection dimensions are shown on the
' Miscellaneous Erosion Control Detail sheet and in Appendix C.
4. Temporary_Sediment_Traps
Temporary sediment traps were designed to temporarily treat the runoff and to
' slow down the water prior to discharge. The only place that requires a sediment trap
will be at the future building location near the truck access road. Drainage from this
area is 1.97 acres. All the other culvert or ditch outlets either have such a small
' drainage area that a form of riprap diversion channel will work well. (as shown) or the
water being discharged is from areas not subject to carry sediment laden. flow. The trap
was sized using the 1800 cf basin size per acre of disturbed area. Please see Sheet 6
' - Access road and the details are shown on Sheets 7 & 8.
5. Sedimentation Basins
At the present time all the drainage from the area in this application flows to
' existing sediment basins. The basins were originally designed for the regulations in
' force at the time the Mining Plan was originally submitted.
1 Design Analysis
General: Sedimentation ponds were designed to meet the requirements of
the North Carolina Sediment Control Law and the North Carolina Mining Rules
and Regulations.
Precipitation Evert: The pond designs were checked to ensure safe passage
' of the runoff from the 25- year, 24-hour precipitation event.
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Area: The drainage area for each pond was determined by measuring the area
with a planimeter on a 1"=200' scale topography map.
Curve Numbers: The following curve numbers were used in determining the
surface water runoff:
TABLE 9
RUNOFF CURVE NUMBERS (CNs)
Description Hydrologic Soil Group
A B C D
NewlyGraded Areas no ve 81 89 91 95
{ 9)
1 Pavement 98 98 98 98
Roads 74 84 90 92
Woods 25 55 70 77
Time of Concentration: SEDCAD+ uses the SCS Upland Curve Method for
calculating the time of concentration. The flow time is estimated by summing the flow
' time for overland flow and channel flow. Flow time is a function of land use, length of
travel, and slope. These are then translated into flow velocities using the SCS Upland
' Curves and channel flow velocities.
The following further describes Pond No. 1:
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POND NO. 1
Pond No. 1 was constructed in approx. 1990. From outward appearances the
pond has been functioning properly with no apparent breeches in the structure. The
ipond has a single spillway consisting of a 18" drop inlet and 12" barrel.
Drainage area contributing runoff to the pond is approx. 6 acres. Most of this
area can be attributed to paved areas or rooftops. Only 1.4 acres of seeded area will
flow towards the pond, the other 4.6 acres of runoff will result from buildings and
parking lots. The existing culvert under the railroad has sufficient capacity to carry the
flow. Should the flow from the culvert reach its maximum potential, the downstream
structure constructed by Triangle Brick may overlaid. This same existing pipe was in
place during Hurricane Fran, as were all the other structures. There is no apparent
damage to the spillway system at Pond 1.
Another major contributing factor is the fact that North Carolina Dept. of Highways has
obtained an easement to construct a roadway through this area. They are aware of the
runoff situation and have designed their hydraulic structures in, under and around the
road in accordance with the projected runoff. Pond No. 1 will be eliminated due to road
construction in the ponds' present location. A construction date has not yet been set.
1
POND NO.2
Pond No. 2 was also constructed in 1990. Due to the fact that it will remain in
place, a Sedcad computer analysis was run of this structure to ensure that it would
handle the additional flow attributed to construction. According to the design the
structure has a single spillway system consisting of 36" dia. riser and 21" dia. barrel.
Using the information given in the original permit application the structure was run with
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the additional 3.27 acres of drainage area. It should be noted that Triangle Brick
tCompany has and will continue to use the water from this structure. It has two forms of
dewatering devices and therefore should present no potential problems from
' overtopping. Should this possibility occur, it will be dewatered rapidly by opening the
tvalves.
According to the original design, the water shed contributing to this pond was
59.3 acres. The additional area was 3.3 acres bringing the total to 62.6 acres. Sedcad
was run to ensure that this additional area would not overtop the embankment. Results
are shown below with the computer run shown in Appendix C.
TABLE 2
' POND EXII
Elev. t2.0
0apacity Discharge
Ft. ac-ft cfs
1 236 0.0 0 BOTTOM OF POND
' 241.25 5.6 0 6" ORIFICE
1 242.25 2.48 7.85 0.95 PRINCIPAL SPILLWAY
' 243.39 3.00 11.00 18.64 PEAK STAGE
' 244.0± 3.5 TOP OF EMBANKEMNT
6. Seeding
' All areas that are disturbed by either the construction or grading
operations will be seeded with the approved seed mix as listed Sheet No. 6,
Miscellaneous Details.
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D. CONSTRUCTION SCHEDULE
1. Obtain plan approval and other permits as required.
2. Flag any buffer areas as needed.
e3. Hold preconstruction conference.
4. Clear and grub areas for installation of erosion control structures.
5. Install diversion ditches as needed to route runoff to the pond.
6. Seed ditches and then mulch.
7. Install outlet protection.
8. Grade site to proper elevations.
' 9. Seed disturbed areas that are not subject to further disturbance with Seed
Mixes as shown on Misc. Detail Sheets.
' 10. Construct roads, parking areas and then buildings.
E. MAINTENANCE GUIDELINES FOR EROSION AND SEDIMENT CONTROL
MEASURES
The following procedures will be implemented to ensure continual satisfactory
performance of the erosion and sediment control measures described above.
t1. Ditches
During the establishment period of the grass-lined ditches, the ditches
will be inspected after every heavy rainfall. Once the grass is established, the
ditches will then be inspected periodically and especially after heavy rainfall.
Repairs to the ditches will be made as needed and accumulated sediment will
be removed.
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2. Culverts
Culverts should be inspected periodically and after heavy rainfall to
ensure that they have not become blocked by sediment, weeds, trash etc.
I3. Outlet protection
Riprap outlet structures will be inspected after heavy rains. Any erosion
' observed around or below the riprap or dislodged stones will be repaired
' immediately.
4. Silt Fencing
1 Silt fences (if required) will be inspected periodically and repaired as
Inecessary. Any torn, collapsed, and/or decomposed fences will be replaced.
Accumulated sediment will be removed periodically so as to maintain the
sediment capturing capacity of the fence.
e5. Sediment Basins
Sediment basins will be inspected after heavy rainfall and when the
Isediment has accumulated to one-half the sediment volume, the sediment will
' be removed to restore the basin to its original dimensions.
Spillways will be inspected to ensure proper performance and to make
sure that none of the riprap has been dislodged. Any necessary repairs will be
made immediately.
On-site erosion control techniques will include disturbing land only on an
as-needed basis, seeding/mulching disturbed areas as soon as it is practical to
do so, use of temporary erosion control measures such as hay bales, silt
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fences, etc. until permanent measures may be implemented, and installation of
outlet protection devices, as necessary.
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' APPENDIX A
' SWALE CALCULATIONS
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SOAD+ VEGETATED CHANNEL DES*
- - -- - - --------- ---- - ------------
SWALE 1
eINPUT VALUES :
Shape TRIANGULAR
' Discharge 1 . 20 cfs
Slope 1 . 00 °s
Sideslopes 3 . 00 : 1 (L) 3 . 00 : 1 (R)
Max. Velocity 5 . 000fps
Material GRASS MIXTURE
Freeboard None
RESULTS :
w/ FREEBOARD
STABILITY CLASS C CAPACITY CLASS S
Actual Discharge 1 . 19 1 . 07 cfs
Depth 1 . 08 1 . 08 0 . 00 ft
Top width 6 . 47 6 . 47 0 . 00 ft
Velocity 0 . 34 0 . 31 fps
Cross Sectional Area 3 .49 3 . 49 sq ft
Hydraulic Radius 0 . 51 0 . 51 ft
Manning' s n 0 . 279 0 . 310
Froude Number 0 . 08 0 . 07
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S0AD+ VEGETATED CHANNEL DE*
------------ -- --- - --- -- - -- ---- - -
SWALE 2
INPUT VALUES :
Shape TRIANGULAR
Discharge 1 .40 cfs
Slope 2 . 00
Sideslopes 3 . 00 : 1 (L) 3 . 00 : 1 (R)
' Max. Velocity 5 . 000fps
Material GRASS MIXTURE
Freeboard None
RESULTS :
w/ FREEBOARD
STABILITY CLASS C CAPACITY CLASS B
Actual Discharge 1 . 38 1 . 25 cfs
Depth 0 . 95 1 . 00 0 . 00 ft
Top width 5 . 71 6 . 02 0 . 00 ft
Velocity 0 . 51 0 .41 fps
Cross Sectional Area 2 . 71 3 . 02 sq ft
Hydraulic Radius 0 . 45 0 . 48 ft
Manning' s n 0 . 243 0 . 310
Froude Number 0 . 13 0 . 10
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' *AD+ VEGETATED CHANNEL DEN
-- - ---- ------- ------ ---- ----
SWALE 3
INPUT VALUES :
Shape TRIANGULAR
Discharge 1 . 50 cfs
Slope 3 . 00 li
Sideslopes 3 . 00 : 1 (L) 3 . 00 : 1 (R)
Max. Velocity 5 . 000fps
Material GRASS MIXTURE
Freeboard None
' RESULTS :
w/ FREEBOARD
STABILITY CLASS C CAPACITY CLASS B
Actual Discharge 1 . 48 1 . 36 cfs
Depth 0 . 85 0 . 96 0 . 00 ft
Top Width 5 . 09 5 . 76 0 . 00 ft
Velocity 0 . 68 0 .49 fps
Cross Sectional Area 2 . 16 2 . 76 sq ft
Hydraulic Radius 0 . 40 0 .46 ft
Manning' s n 0 . 206 0 . 310
Froude Number 0 . 18 0 . 13
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S0AD+ VEGETATED CHANNEL DEd
---- ---- - --- --- --- - - --------- ---
ROAD DITCH TYPE 1
INPUT VALUES :
Shape TRIANGULAR
Discharge 0 . 70 cfs
Slope 1 . 30 °s
Sideslopes 3 . 00 : 1 (L) 3 . 00 : 1 (R)
Max. Velocity 5 . 000fps
Material GRASS MIXTURE
Freeboard None
RESULTS :
w/ FREEBOARD
STABILITY CLASS C CAPACITY CLASS B
Actual Discharge 0 . 69 0 . 70 cfs
Depth 0 . 87 0 . 87 0 . 00 ft
Top Width 5 . 24 5 . 24 0 . 00 ft
Velocity 0 . 30 0 . 30 fps
Cross Sectional Area 2 . 29 2 . 29 sq ft
Hydraulic Radius 0 . 41 0 . 41 ft
Manning' s n 0 . 312 0 . 310
Froude Number 0 . 08 0 . 08
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*AD+ VEGETATED CHANNEL DEN
---------- ----- - ----------- -
ROAD DITCH TYPE 2
INPUT VALUES :
Shape TRIANGULAR
Discharge 1 . 90 cfs
Slope 0 . 70 %
Sideslopes 3 . 00 : 1 (L) 3- 00 : 1 (R)
Max. Velocity 5 . 000fps
Material GRASS MIXTURE
Freeboard None
RESULTS :
w/ FREEBOARD
STABILITY CLASS C CAPACITY CLASS B
Actual Discharge 1 . 89 1 . 63 cfs
Depth 1 . 31 1 . 35 0 . 00 ft
Top Width 7 . 84 8 . 09 0 . 00 ft
Velocity 0 . 37 0 . 30 fps
Cross Sectional Area 5 . 12 5 . 46 sq ft
Hydraulic Radius 0 . 62 0 . 64 ft
Manning' s n 0 . 246 0 . 310
Froude Number 0 . 08 0 . 06
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Sj&AD+ VEGETATED CHANNEL DE,*
- - ---- ---- - - - ----- ----- ---------
ROAD DITCH TYPE 3
' INPUT VALUES :
Shape TRIANGULAR
Discharge 0 . 80 cfs
Slope 1 . 60 °s
Sideslopes 3 . 00 : 1 (L) 3 . 00 : 1 (R)
Max. Velocity 5 . 00Ofps
Material GRASS MIXTURE
Freeboard None
rRESULTS :
w/ FREEBOARD
STABILITY CLASS C CAPACITY CLASS 8
Actual Discharge 0 . 79 0 . 74 cfs
Depth 0 . 86 0 . 86 0 . 00 ft
Top Width 5 . 17 5 . 17 0 . 00 ft
Velocity 0 . 36 0 . 33 fps
Cross Sectional. Area 2 . 22 2 . 22 sq ft
Hydraulic Radius 0 . 41 0 . 41 ft
Manning' s n 0 . 292 0 . 310
Froude Number 0 . 10 0 . 09

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APPENDIX B
eCULVERT CALCULATIONS
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_ 1vPNIVLl2l.lU:fl.I ESIG 5f � _
191.N1:V Oct. 08.97 PRELIM / X
PROJECT NAME PROJECT NO CONSTR I I
Wangle BNck 0757-008.013 REvI51ON / 1
LOCATION BY RECORD / /
Merry Oaks, NC TJW OTHER / 1
CHECKED BY (SPECIFY)
TW
n= 0012 STORM DRAINAGE SCHEDULE CONTINUED -�
9= 232 EAST SIDE OF BUILDING
he 23
INLET Tc 1 CC
INLET Cc INLET TOTAL INLET PIPE TIME RUNOFF
FROM TO AREAS AREA RUNOFF DISCHARGE AREAS TIME TIME OF CONC. INTENSITY COEFE
INLETS) (AC) COEFF. (CFS) IAq (MIN) (MIN) (MIN) (INMR)
T
YIA YI-2 At 0.22 OAO 0.00 0.22 5.00 0.00 5.00 8.29 0.90
TI-2 YId At-A3 OM p.50 000 0.48 500 0.48 5,48 8.15 050
YI.3 YH Al-A5 0.60 0.65 0.00 0.98 5.00 0." 5.96 801 0.58
Y14 YI-5 A1A7 OAS 065 000 tV3 SW 1]3 6]] ]91 069
YI5 m AIA9 0.37 0.65 0.00 160 5.0 169 6.69 7,81 0.81
YI-0 YI-] A1All 0.35 065 ON 215 500 1 2061 7,06 1 772 062
YIS YI-8 AfA13 032 0.85 O.W 2.47 5.00 3.03 Z43 I62 0.62
Y-6 YI-9 AIA15 0.33 0.65 0.00 2.80 5.00 2]0 7.70 ].56 0.82
Y69 Y1.10 A1A16 0.15 065 D00 295 S.CO 300 86a 740 083
YI-f0 YI-11 Al-A17 a15 j 0651 ON 3101 S.W 3.31 6.31 ]41 Q53
YI-11 YM7_ AI.AITA1SA28 0.48 065 060 3.50 5.00 3.48 BAB 73] 0.03
YI-17 Y148 AI.AWAIBA28 001 065 ON 3.59 5.00 3.96 6.98 7.26 OAS
TIdB JBd AbA9,A1BA28 001 OBS 000 S.BO 500 424 9.24 720 0.63
JB-1 FEE1 AIA17,A18A28 001 065 000 3,61 5W 4.59 959 7.12 OF3
YI-12 YI-13 A23 ON 0.90 O,CO 0.06 5.00 0.0 5.00 8.29 0.90
YL❑ YI-14 A22A24 072 085 OW 0]B 500 048 548 6.15 OBS
YI-14 YI-15 A21A25 070 085 OW 1A8 5.00 0.85 5.85 0.04 0.85
YI-15 y1.16 A20A26 0.31 085 0.00 1l9 5.00 1 M a20 7,95 085
YI-16 T YI-f1 A19APA2B 060 0.85 000 2.39 SOO 166 666 7.82 0.85
1
I
5 07A'C0'OgOMINSTCRM25RpnOt STORM CEO: 1MW7 line'. 521 PM P69a 1 Of 4

- EF�lll DESI NPNASE
_ Oct 08.97 PRELIM / % /
ECT NAME PROJECTNO CONSTR / !
TlIdD le Brick 0]5]-008.OR REVISION / /
LOCATION BY RECORD / !
Me Oaks, NC TJW DTHER ! !
CHECKEOBY (SPECIFY)
T!d
n= 0.012 STORM DRAINAGE SCHEDULE CONTINUED
9- 232
D, 23
O O UPSTREMd
SIDE- PRA SEGMENT UPPER LOWER TOP
FROM TO :OISOHMGE STREAM SLOPE DIH. VFULL LENGTH TIME INV, IW.. ELEV.
'(CFS) (GF6) RN) (FPS) IFT) (MIN) (FT) am (FT)
YFI Y42 073 0.00 0.0050 12 2.] 3.5 100 O.a9 26]50 257.00 270.50
YI-2 Y1.3 1.95 0.00 0.0050 12 2.] 3.5 100 0.48 26L00 258.50 270.50
YI3 Y14 452 am G.0050 10 8.0 45 1GO 0.37 266.50 266.00 270.50
VIA Y45 6.]] am OA050 16 8.0 4.5 100 0.]] 2"00 265.50 270.50
Y65 V 4 0.5] 0.00 0.0050 18 8.0 4.5 100 0.37 205,50 265.00 270.50
YI B YI-7 1022 0.00 0.0050 16 60 4.5 100 0.37 Nam 254.50 270.50
YI4 Y1-0 1156 000 0.0081 24 19.1 &1 100 0.27 264,50 283.89 270.50
V-6 In 13.20 D.00 00050 24 17 3 5.5 100 030 26389 283.39 27050
Y19 YI40 13.80 DO 0.0050 1 24 17.1 5.5 1 100 0.30 M39 262S9 270.50
YI-10 YI-11 14.39 D.00 00051 24 175 5.5 57 017 0289 262SO 270.50
Y611 Y1-17 >2.53 15.92 0W50 30 9L5 BA 185 GAS 202.80 1 261.6] 270.50
YI-1] YI-16 3232 000 0.9050 30 31.4 64 110 0.29 261.67 261 121 26800
YI-16 JB-1 32.231 O.OD OA050 30 91.a BA 132 O.J4 261.12 26046 260.00
JR-1 FES-1 32101 000 0,0246 30 89.] 142 100 OA2 26098 25800 26600
YI42 YL13 OAS O.DO Omm 12 3] 3.5 100 048 267 00 265,50 270.50
YI43 YId4 5.4] 0.00 0,Base 18 6.0 4.5 100 0.3] 2905D 206.00 2]O.W
YI 14 YI-15 10,141 D.00 0.0051 19 8.1 4.6 Bi Od5 266.00 265.51 2]0.50
YI-15 Y1-16 12.11 0.00 0.6050 18 8.1 4.6 t25 O.a6 295.51 284.BB 3]0.50
V140 YI-11 15.92 0.00 0.0187 24 33.51 10.7 1221 0.19 264 Be 20200 270,50
I
I
T
T�
I
a 4076 t 000"DMINSTORMMRGaa1.4a STORM DEWl 1 W159] iYM: 521 PM Page I Of

MEET SEEMED ENSURE
DATE DESIGN PHASE
' - y ODI.OB PRELIM / X ]
PROJECT NI PROJECT NO
NO CONSTR / /
Trian le Bn& 0757-00S.OR REVISION / /
LOCATION BY RECORD /__/
Men Oaks. NC TJVV OTHER / !
CHECKED BY (SPECIFY)
TIN
n= 0012 HYDRAULIC GRADE LINE CONTINUED
9= 232 BEND LOSS WE
0- 23 90 CEG=01 30 DEG=036
60 DEG-0 55 15 DEG�AO
PIPE HYDRAULIC SIDESTREAM HEAD LOSS BEND FRICTION FRICTION
FROM TO AREA RADIUS SUMMATON HI HC Hs HD Ht LOSS SLOPE VELOCITY
(FT) (FT) (CFS) K (F IFT) (FPS)
YI-1 YI2 0.78M 02500 0.90 O.N 0.00 0.00 DOO 0.04 coo 0.000C 09J
YI-2 Yl3 07654 0.2500 0.00 0.25 0.02 0.00 0.00 0.28 0.00 0.0025 2.9)
YI-3 TIA 1.7671 0.3]50 0.00 Od6 003 0.03 0.00 OR1 0.00 00018 2,54
Y14 TI-5 1.I6]t 0]]50 0.00 O.JS 0.06 ON 0.00 0R4 0.00 0.0035 3.82
Yi5 Y18 -I wi 0.3750 0.00 IT 0.09 0.00 000 073 000 00056 4.03
Y1-6 TI-7 17671 0.3)50 000 CAA 0.13 0.13 0.00 1.00 000 a0080 5.75
Yl7 YI-8 3.W6 05000 0.00 0.23 0.05 0.16 0.00 OA6 0.00 0M3 3,70
Y-8 YK9 3.1418 0.5000 000 0.29 OV 0.07 0.15 O56 0.70 00029 418
YI-9 Y1.10 3.1410 05000 000 0.31 0.0] 009 0.00 ORB 0.00 0.0031 4.37
YI-10 Y611 3.1416 05000 a.00 0.20 0.08 0,10 0.00 0.38 0.00 0.0034 4.50
YI-11 VI47 49087 06250 15.92 098 0.17 0.11 000 1.26 0DO 00053 8.59
YI-17 YI-18 4.9087 0,5250 15.92 058 0d7 024 0.19 1.17 0.28 00052 8ES
YI-10 JB1 49087 0,6250 1592 069 OAT 023 019 1.27 028 0.0052 6.53
JB-1 FES-1 4.9087 0.62W 1592 0.52 0.18 023 0.36 1.28 0.55 0.0052 550
YIYI-1� 078M 0,2500 a Doi 000 000 a00 0.01 000 00001 9.57 o
YI-13 YI-14 1]8]1 OA)50 O.W 0,23 0.04 0.00 a00 026 0.00 0.0023 3.06
VI45 1.7671 03750 000 0.P 013 005 008 IOU 0.55 00079 5.]t
YHS4 YI-1 YI-16 1]871 03750 000 1,41 Ole Ole 028 2.05 0.55 0.011 aa."
YI-la T411 3.1416 0.5000 0.00 0.54 0,10 0.25 0.00 0.86 000 0.0042 504
I I
•N75]b-0' 4NpMINIS}ORM35RaeNtl1 STORM Gas 1MS97 Tim: 5:21 PM Page 3OF 4

* g.�Afy] p�l • ' l 6 ' l GATE DESIGN PHASE
U'1_ 13 11l Oct. 08,97 PRELIM l % I
PROJECT NAME PROJECT NO CONSTR / !
Tnan IF Brick 0757-008.OR REVISION I_I
LOCATION - BY RECORD I I
Mar Oaks, NC TJW OTHER I I
CHECKED BY (SPECIFY)
TW
n= o.012 HYDRAULIC GRADE LINE -CONTINUED
g- 232
h= 23
INLET W S.ELEV.
OUTLET OUTLET INLET USE
FROM TO WS.ELEV CONTOL CONTROL ClONDIRON COMMENTS
(FT) (FT) (FT) (FT) CONTROL
YI4 YI-2 27038 270.42 26503 270.42 OUTLET PO�012
OK DESIGN CRITERIA
YI-2 YI3 27009 27038 26]76 27038 OUTLET OK 1. 25YRSTORM
TI-3 YI< 289.88 2]0.09 257.53A257M
OUTLET OAt OK 2. Sm� MIIPI;Isfl pe
YI.4 Y65 M9.44 269.00 207.38OUTLET 0.82 OK
YI5 YLs 26870 26944 29)28OUTLET 1Do OK
YI4 YI-T 2W.& 288.70 267,19OUTLET 1.80 OK
YI-7 YI-8 26719 267.64 266A0OUTLET 2.86 OK
Y-a YI-9 26861 28719 25565OUTLET 331 OK
YI-9 Y-10 2%12 266.61 26522OUTLET 3.80 OK
YI-10 YI-11 265.74 266.12 2"'SO 26512 OUTLET 435 OK
Y141 YI-1] 28367 254.93 25574 265.74 INLET 435 OK
YIAi Y14B 2W.83 26599 25479 265.99 OUTLET 2.Ot OK
YI48 J&i ME5 254.93 264.23 254.83 OUTLET 3.17 OK
JB-1 FE5.1 26000 26128 263SS 253.65 INLET 4.45 OK
T�
YI-12 YI-fl 2]032 27DU 25].51 270.33 OUTLET 0.fi OK DESIGN CRITERIA:
YI-13 YI-14 D0.68 27032 MY 66 22D.32 OUTLET 0.16 OK 1, 25 YR STORM
YI-14 YI-15 M9.W 27006 M8.17 270.OR OUTLET 04a OK 2 SmwN Wall Plasti[Pipp
YN5 YI-10 268.99 26903 20829 26903 OUTLET 147 OK -
TI.16 YI11 265.74 MAI 266.99 256.99 INLET 3.51 OK
c'O]SRX1354a0.NIX6i0RM$SResetLa 970RM We, 1MSA7 Tlme'. 621 PM P29P<Of 4

mom m mm m m mm m mm m

oA.c DESIGN PHASE
OCtMI
. 0
8,97 PRELIM F)( /
••'�•. •�`,`,;;••" PROJECT NAME PROJECTNO CONGTR 1 I
Tnen le Bnck 0757-008.OR REVISION I I
LOCATION BY RECORD I I
Merry Oaks, INC TJW OTHER / 1
CHECKED BY (SPECIFY)
TW
n= 0.012 STORM DRAINAGE SCHEDULE CONTINUED -Ow
9= 233 WEST SIDE OF BUILDING
n= 23
INLET Tc I Cc
INLET Cc INLET TOTAL INLET PIPE ME RUNOFF
FROM TO AREAS AREA RUNOFF DISCHARGE AREAS TIME TIME OF ME RUNOFF
INTENSITY COEFF.
(INLETS) (AM COEFF. (Ors) (ACJ (MIN) (MIN) (MIND (IN01RJ
YI-25 YI-28 q30 0.15 0.95 0.00 0.15 5.00EO
S.CO 8.32 0.95
YI-26 Y42] A28A31 LO2 0.95 0.00 11] 5.00 5L8 8.18 095
YI-T] JB-2 A32f33 O.A 0.95 0.00 1.9C 5.00 588 6.01 095
JBQ Y924 0.00 0.95 0.00 1.94 5.00 fi01 BOl 095
YI-24 FES2 A42 1B7 0.95 000 3.91 500 6.86 7.851 895
YI-19 YI-20 A3B,3> O30 0.85 0.00 038 5.00 S.OD1 8.32 1.31YI-20 Y421 A35,3839 023 0.B0 0.00 051 5,00 500 8.]2 a36
YI-21 YI-22 A40 0.10 O.aO 000 OJ31 500 0.29 5.29 BR4 0.37
TI-22 YI33 A44 0.13 0.40 0.00 0.74 5.00 0.55 5.55 8.16 056
YI-23 Y62] A45 0.05 040 0,00 079 500 0.92 592 8.06 0.55
CI-J JR-2 A41 0,44 0.40 0.00 0.44 5.00 000 Em 832 040
CI-2 YI 24 A43 0.30 0.40 OAO 0.35 5.00 0.00 5.00 8.32 0.40
YI 28 YI-24 A44 0.35 0.95 0.09 0.35 5.00 000 5.00 6.32 0.95
JB-AT YI-2] MS 061 0.95 090 0.81 3.00 0.00 S.00 8.33 095
I
V73T 31ft W6TORM35RV WAI SIDRM We ib159] Tma; $21 PM Page 1 OF 4

e ,y1�r5.rr!`nT�rT1� - DATE DESIGN PHASE
lvll�uvtVI,,Uu6Wr,IAaYJI - Oa. 08,97 PRELIM / % /
.rn PROJEOTNAME PROJECT NO CONSTIR / /
TriaR le Brick 0757-OOB.OR REVISION 1 I
LOCATION BY RECORD 1 I
Me Oaks, NC TJW OTHER ! /
CHECKED BY (SPECIFY]
TW
n= o.ol2 STORM DRAINAGE SCHEDULE -CONTINUED
9= 233
n= 23
0 0 UPSTREAM
1 SIDE- CAPa" SEGMENT UPPER LUMBER TOP
FROM TO 0190HARGE STREAM BLOPE Dlq. (FULL) V FVLL LENGTH THE INV. INV. ELEV.
,iyE(CF,B) (CFS) (IN) (CF,S) (FPS) (FT) IMINJ (Fn (Fn (FT)
YI-25 I YI-26 1.19 OW 0,0050 13 80 4.5 in 0.48 267.45 266,6E 270.50 •
Y1,26 YL27 909 ON 0005E 24 174 55 135 0,414267.50
8E 260.12 270.5E
Y02 JB-2 23.22 S.35 0.0126 24 225 S.0 SS 0.129 262.3] 210.5E
18-2 Y144 2482 146 0.0091 30 424 Be 340 O6637 259.2T 2]OA0
YI-& FES2 42.96 907 0.00]] ]0 95.9 7.9 60 0.1327 258.61 381.0E
YI-19 YII 3.05 0.00 0.0050 18 8.0 4.5 70 0.26 26215 210.5E
YI-20 YI-21 153 000 00050 10 Oo 45 00 0.29 26].15 298.75 270.50
TI-21 Y1-22 184 0.0E 0.0050 19 8.0 45 130 OAS 256.75 266.10 270.50
Y622 Y123 141 0.00 0.0050 13 8.0 4.5 400 0.37 200.10 265.60 270.50
YI-23 Y427 3.53 0.00 0.CO45 19 ]] 43 ]] 0.30 265.60 265,25 270.50
CI-1 J&2 tdfi 000 00021 13 5.2 28 100 OS] 2625E 26237 264.08
CI-2 Y1 24 t20 0.00 0.0440 13 24.1 1 136 100 E70.12 263]5 25927 26525
Y1-23 YI-24 2)i 000 0.0024 24 120 10 100 044 25951 259.V 2W.75
JSA Y627 4.62 0.0E 0.0052 10 8.2 4.6 SO 0.22 2635E 26119 269.04
s:075rylYgNOMINSTWM25R,mt A5 STORM 0.b_ 1WISN] Tm 521 FN Page 2 of

_ F TE OE51 PH4$ o
f�® Op. 08,97 PRELIM / K /
`.�;• PROJECT NAME PROJECTNO CONSTR / 7
Tnan le Back 0757-008.OR REVISION I 7
LOCATION BY RECORD / !
Me Oaks, NC TJW OTHER / /
CHECKED BY (SPECIFY)
TW
n= 0012 HYDRAULIC GRADE LINE CONTINUED -�
g= 233 BEND LOSS KS
0= 23 900EG=0] 30 DEG=0S8
60 DEG=0ES 15 DEG=0.10
PIPE HYDRAULIC SIDE6TREAM HEAD L058 BEND FRICTION FRICTION
FROM TO AREA RADIUS SUMMATION Nt H9 He HO Ht LOSS SLOPE VELOCITY
(FT (FT) (CFS) K IFT n (FPS)
Y625 YI-26 17671 0.3]S2
BOO 0.01 000 0.00 ESE 0.02 ON O.DWf 0,57
YI 28 YN27 3.14i6 0.5000 000 0A8 ON 000 0.00 0.22 0SO O.N10 288
Y127 JS-2 3.1416 0SON 835 O56 021 005 000 0.83 000 SOON 735
JS-2 YI-24 4.9087 082W 9.92 1.D3 0.1D 0,29 0.00 1.42 0.00 00030 4.99
YI-24 FES-2 4,9087 0.6250 13.78 0.56 On 0,14 ODD Ogg 0.00 0.0093 870
YI49 YI-20 1,7671 0D7W 0.00 OOS 0.01 0.00 0.00 007 ON 00N7 1,72
YI-20 YI-21 17671 03750 0.00 001 0ED 0,00 000 002 0SO 9.0002 0,86
YI-21 YI-22 1.7871 0.37W 0D0 EDO OAO 0.00 0.00 0.04 DW O.00W 1.04
YI-22 YI-23 1.7671 0.3750 ODD ON 0.01 002 0.00 012 0DO 00009 192
Y123 Y1-27 1.7571 0.3750 0.00 0.07 0.02 0.02 OLEO 0.11 0.00 0.0010 1.99
CIA JH8 17871 0,37W 0.00 0.02 0.00 ODO ODO 0.02 0,0p 0.0002 0.93
CI-2 YI-24 1S871 0.9750 000 ODf 0.0 0.00 0.00 O.D1 0.00 0.0001 Dee
YI-28 I YI-24 3,1416 0.50N 0.00 0.01 D"IC.00
ON OD2 BOO CAN1 0.88
JS-A YI-27 L7871 0375O ON 0.11 0 1 0.00 0.14 1 SAO 0.0046 2.72
II
W57gp WIN5TORM25R=ulMs 57MM Me INIM17 Tlm¢: 521 PM page 3 Of 4

0708,97 PRELIM / X /
PROJECT NAME PROJECT NO CONSTR / /
Triangle Brick 0757-008.OR REVISION / /
LOCATION BY RECORD / /
Me Oaks INC TJW OTHER I I
CHECKED BY (SPECIFY)
TVa
n= 0.012 HYDRAULIC GRADE LINE-CONTINUED
9= 233
8= 23
INLETWS.FLEV.
OUTLET OUTLET INLET USE FLOW FREE-
FROM TO W.S.ELEV CONTOL CONTROL CONDITION BOARD COMMENTS
(FT) (Fri (FT) (FT) CONTROL I.nS:t.
YI-25 Yl 28 ME 16 268.18 26822 268.22 INLET 229 OK DESIGN CRITERIA'
YI-M YI-27 287.72 267.94 208.16 268,16 INLET 2.34 OK 1. 25YR STORM
Y627 JB-2 26525 266.0 266.55 266.55 INLET 3.951 OK 2. S Roh Wall PIaak Pipe
JB-2 Yl 24 263.82 26525 26071 26525 OUTLET 475 OK
YI-24 FES-2 26081 281.79 263.82 293.62 INLET 3.18 UK
T149 Y130 288.95 268.42 286.38 28643 OUTLET 3.08 OR
YI-20 I YI-21 26295 26797 267.99 26797 OUTLET 253 OR
YI-21 YT22 267 SO 28YU 257.55 267.55 INLET 3.95 OK
YI-22 YI-23 266 SO 268,92 26701 267A1 INLET 349 OK
YI-23 YI-27 M.46 256.56 256.52 255.58 OUTLET 3.94 OK
CI-ICI I JB-3JB-2 20357 253.59j2S3.M 263.59 OUTLET 049 OVERFLOW
CI-2 TI-24 2804] � 260.40 28152 INLETYI-28 Yl 24 MAY 28089 26089 OUTLET 1 386I OK •
JBA YI-27 26498 284.59 264.5] 264.57 INLET 407 OK
I I I
3Z S7YS45ROMINSTORM25RmmtW f STORM 9Ne: 10MS97 Tom 521 PM Page 4014

a ai■ � � s■ � � � � � r � w � � s � � s
��

1
1
' APPENDIX C
OUTLET PROTECTION
1
1
1

o � of
1
1 .
1
1
1
1 '
� I
1 �
1
1
1
� I
1
1
1
1
1
1

0
o • - o o 1 DATE DESIGN PHASE
Oct. 08,97 PRELIM I X f
PROJECT NAME PROJECTNO CONSTR I f
Triangle Brick 0757-OOB.OR REVISION I I
LOCATION BY RECORD I I
Merry Oaks, INC TJW OTHER %
CHECKED BY (SPECIFY)
TW
Storm Outlet Structure
FES No.= FES 1 01010full = 0.46
Pipe Dia= 30 in V1Vfull = 0.97
' 025= 32.10 cfS V= 13.8 fps
Ofull = 69.69 cfs
Vfull = 14.18 fps
From Fig. 8.06.b.1: Zone = 1
' From Fig. 8.06.b.2: Dso 4 In
DM 6 in
—r Riprap Class = A
Apron Thickness 9 in
- Apron Length 10.0 ft
Apron Width = 3xDia = Z5 If
' Lngtn —
1
6',W30110013WDMIMSTORM25Ruast.x1s LATESTREVISION. 101151975'.24PM PAGE OF

• s � '
it
� I
i
v .
� I
� '

1 �
1
0
e e • - • o DATE DESIGN PHASE
Y ' Oct. 08,97 PRELIM I X I
' PROJECT NAME PROJECT NO CONSTR I I
Triangle Brick 0757-008.011 REVISION I I
LOCATION BY RECORD I I
Merry Oaks, NC TJW OTHER I I
CHECKED BY (SPECIFY)
TW
' Storm Outlet Structure
FES No.= 2 01010full = 1.20
' Pipe Did= 30 in VNfull = MAX
Q25= 42.96 cis V= #VALUE! fps
Qfull = 35.91 cis
Vfull = 7.92 fps
' From Fig. 8.06.h.1: Zone = 1
From Fig, 8.06.h.2: D50 = 4 in
Dmm 6 in
Riprap Class = A
1 ` Apron Thickness = 9 in
f - - --` Apron Length _ 10.0 It
Width
Apron = 3xDia Z5 ft
e
' S1030410013NDMINISTORM25Rw SLXIS LATEST REVISION: 10/15/97 5.11 PM PAGE i OF 1

• � e
0
e
i
i

1 �
1
1
1
DATE DESIGN PHASE
Oct 08,97 PRELIM / X /
1 PROJECT NAME PROJECT NO CONSTR I I
Triangle Brick 0757-008.OR REVISION I I
LOCATION BY RECORD !//
Merry Oaks, NC TJW OTHER / /
1 CHECKED BY (SPECIFY)
TW
1 Storm Outlet Structure
FES No.= 2 Ota/Qfull = 1.20
1 Pipe Die= 30 in V17full = MAX
025 = 42.96 cfs V= *VALUE! fps
Qfull = 35.91 cfs
Vfull = 7.92 fps
1 From Fig. 8.06.b.1: Zone = 1
1 From Fig. 8.0612 D5D = 4 in
DM 6 in
Riprap Class = A
1 Apron Thickness 9 in
Apron Length 10.0 ft
_-- - - - - - Apron Width = 3xDia = 7.5 ft
1
1
1
1
1
1 s:1W04=13WOMINISTORM25Rwestxls LATEST REVISION: M15V7 5:22 PM PAGE 1 OF 1

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APPENDIX D
SEDIMENT POND CALCULATIONS
1
1
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1
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CIVIL SOFTWARE DESIGN
SEDCAD+ Version 3
' CHECK ON POND ## 3
by
Name : TJW
rCompany Name : McKIM & CREED ENGINEERS
File Name : K: \SEDCAD3\TRIANGLE\POND3
Date : 10-16-1997
1

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1
1
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Civil S are Design - - SEDCAD+ Ve4 3 . 1.
Copyright (C) 1987-T'992 . Pamela J. Schwab. All rights reserved.
Company Name : McKIM & CREED ENGINEERS
Filename : K: \SEDCAD3\TRIANGLE\POND3 User: TJW
Date : 10-16-1997 Time : 12 : 19 : 29.
CHECK ON POND ## 3
Storm: 6 .40 inches, 25 year-24 hour, SCS Type II
Hydrograph Convolution Interval : 0 . 1 hr
- GENERAL INPUT TABLE
1
�I

• • �
1
1
1
1
1
1
1
1
1
1

Civil Scare Design -- SEDCAD+ Ve0on 3 . 1
Copyright (C) 1987-1992 . Pamela J. Schwab. All rights reserved.
Company Name : McKIM & CREED ENGINEERS
Filename : K: \SEDCAD3\TRIANGLE\POND3 User: TJW
Date : 10-16-1997 Time : 12 : 19 : 29
CHECK ON POND # 3
Storm: 6 . 40 inches, 25 year-24 hour, SCS Type II
Hydrograph Convolution Interval : 0 . 1 hr
SUBWATERSHED/STRUCTURE INPUT/OUTPUT TABLE
-Hydrology-
Base- Runoff Peak
liss SWS Area CN UHS Tc K X Flow Volume Discharge
(ac) (hrs) (hrs) (cf s) (ac-ft) (cf s)
111 1 62 . 60 65 S 0 . 323 0 . 000 0 . 000 0 . 0 13 . 80 69 . 83
Type : Pond Label : POND 3
111 Structure--------- - 80
---------- --------13 _ ---------
111 Total. IN 62 . 60 13 . 80 69 . 83
111 Total OUT 12 . 89 18 . 60
f
1
1
1
1

• • �
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I
1
1
1
1
1
1
1
1
1
1
1
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Civil A are Design -- SEDCAD+ Vefon 3 . 1
Copyright (C) 1987-1�92 . Pamela J. Schwab. AJ1 rights reserved.
5
Company Name : McKIM & CREED ENGINEERS
Filename : K: \SEDCAD3\TRIANGLE\POND3 User: TJW
Date : 10-16-1997 Time : 12 : 19 : 29
CHECK ON POND # 3
Storm: 6 . 40 inches, 25 year-24 hour, SCS Type II
Hydrograph Convolution Interval : 0 . 1 hr
--------------
DETAILED SUBWATERSHED INPUT/OUTPUT TABLE
um
Se . Land Flow ^A Segment Time Muskingum
9 9 9
J B S SWS # Condition Distance Slope Velocity Time Conc. K X
(ft) (°s) (fps) (hr) (hr) (hr)
1 1 1 1 -a 5 2000 . 00 2 . 95 1 . 72 0 . 32 0 . 323
1

Civil S are Design ' — SEDCAD+ Ve�on 3 . 1
Copyright (C) 1987-T992 . Pamela J. Schwab. AP rights reserved.
Company Name : MCKIM & CREED ENGINEERS
Filename : K: \SEDCAD3\TRIANGLE\POND3 User: TJW
Date : 10-16-1997 Time : 12 : 19 : 29
CHECK ON POND ## 3
Storm: 6 . 40 inches, 25 year-24 hour, SCS Type II
Hydrograph Convolution Interval : 0 . 1 hr
�I NON-POND STRUCTURE INPUT/OUTPUT TABLE -
-----------------------------------------
1
1
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� .

Civil Sure Design -- SEDCAD* Ve4 3 . 1
Copyright (C) 1987- 92 . Pamela J. Schwab. Al rights reserved.
Company Name : MCKIM & CREED ENGINEERS
Filename : K: \SEDCAD3\TRIANGLE\POND3 User: TJW
Date : 10-16-1997 Time : 12 : 19 : 29
' CHECK ON POND ## 3
Storm: 6 . 40 inches, 25 year-24 hour, SCS Type II
Hydrograph Convolution Interval : 0 . 1 hr
LAST POND-ONLY TABLE-
---
- J1, -B1, S1
POND 3
Drainage Area from J1, B1 , S1, SWS (s) l : 62 . 6 acres
Total Contributing Drainage Area : 62 . 6 acres
DISCHARGE OPTIONS :
Perf .
Riser
Riser Diameter (in) 36 . 0
! Riser Height (ft) 5 . 25
Barrel Diameter (in) 21 . 0
Barrel Length (ft) 110 . 00
Barrel- Slope (%s) 1 . 00
�Manning' s n of Pipe 0 . 024
Spillway Elevation 242 . 3
jLowest Elevation of Holes 241 . 3
# of Holes/Elevation 1
Entrance Loss Coefficient --- -
railwater Depth (ft) --- -
. Notch Angle (degrees) - ---
Heir Width (ft) ----
Siphon Crest Elevation --- -
iphon Tube Diameter (in) --- -
iphon Tube Length (ft) ----
anning' s n of Siphon - ---
iphon Inlet Elevation -- --
iphon Outlet Elevation -- --
Emergency Spillway Elevation ---- -
rest Length (ft) --- -
: 1 (Left and Right) - - - -
Bottom Width (ft) - ---
`POND RESULTS :
Permanent
- Pool---
(ac-ft)
5 . 6

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1 Runoff Peak
Volume Discharge
IN 13 . 80 69 . 83
OUT 12 . 89 18 .'60
Peak Hydrograph
' Elevation Detention Time
(hrs)
243 . 4 2 . 76
IDewatering Time (Max. Perf . Riser Elev to Lowest Orifice) : 1 . 2 days
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Civil S are Design -- SEDCAD+ VArights
on 3 . 1
Copyright (C) 1987 T392 . Pamela J. Schwab. reserved.
' Company Name : McKIM & CREED ENGINEERS
Filename : K: \SEDCAD3\TRIANGLE\POND3 User: TJW
Date : 10-16-1997 Time : 12 : 19 : 29
CHECK ON POND # 3
Storm: 6 . 40 inches, 25 year-24 hour, SCS Type II
Hydrograph Convolution Interval : 0 . 1 hr
-POND-INPU
T/OUTPUT TPUT TABLE-
---------------------------
POND 3
' Drainage Area from J1, B1, S1, SWS (s) 1 : 62 . 6 acres
Total Contributing Drainage Area : 62 . 6 acres
DISCHARGE OPTIONS :
Perf ..
Riser
Riser Diameter (in) 36 . 0
' Riser Height (ft) 5 . 25
Barrel Diameter (in) 21 . 0
Barrel Length (ft) 110 . 00
Barrel Slope (.) 1 . 00
�Manning' s n of Pipe 0 . 024
Spillway Elevation 242 . 3
Lowest Elevation of Holes 241 . 3
# of Holes/Elevation 1
Entrance Loss Coefficient
Entrance
Depth (ft) -- --
Notch Angle (degrees) ----
Fir
Width (ft) ----
Siphon Crest Elevation - - --
riphon Tube Diameter (in) -- --
.Siphon Tube Length (ft) -- --
Manning' s n of Siphon ----
'Siphon Inlet Elevation - - --
iphon Outlet Elevation -- --
Emergency Spillway Elevation -----
rest Length (ft) _----
IZC: l
(Left and Right)
Bottom Width (ft) - - - -
'POND RESULTS :
Permanent
Pool
(ac-ft)
5 . 6

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Runoff Peak
Volume Discharge
(ac_ft) --- (cfs)
IN 13 . 80 69 . 83
OUT 12 . 89 18 . 60
Peak Hydrograph
' Elevation Detention Time
(hrs)
243 . 4 2 . 76
' Dewatering Time (Max. Perf . Riser Elev to Lowest Orifice) : 1 . 2 days
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' Civil Sure Design -- SEDCAD+ Vefon 3 . 1
Copyright (C) 1987-T992 . Pamela J. Schwab. A11 rights reserved.
' Company Name : McKIM & CREED ENGINEERS
Filename : K: \SEDCAD3\TRIANGLE\POND3 User: TJW
Date: 10-16-1997 Time : 12 : 19 : 29
' CHECK ON POND # 3
Storm: 6 . 40 inches, 25 year-24 hour, SCS Type II
Hydrograph Convolution Interval : 0 . 1 hr
--ELEVATION-DISCHARGE TABLE
ill 1
POND
' Drainage Area from ill B1 , S1, SWS (s) l : 62 . 6 acres
Total. Contributing Drainage Area : 62 . 6 acres
' Perf . Total
Riser Discharge
Elevation (cfs) (cfs)
236 . 00 0 . 0 0 . 0
236 . 50 0 . 0 0 . 0
237 . 00 0 . 0 0 . 0
237 . 50 0 . 0 0 . 0
238 . 00 0 . 0 0 . 0
238 . 50 0 . 0 0 . 0
239 . 00 0 . 0 0 . 0
239 . 50 0 . 0 0 . 0
240 . 00 0 . 0 0 . 0
240 . 50 0 . 0 0 . 0
241 . 00 0 . 0 0 . 0
241 . 25 0 . 0>6 . 00 0 . 0
241 . 50 0 . 5 0 . 5
242 . 00 0 . 8 0 . 8
' 242 . 25 0 . 9 0 . 9
242 . 50 3 . 7 3 . 7
243 . 00 18 . 1 18 . 1
243 . 50 18 . 7 18 . 7
244 . 00 19 . 3 19 .3
1
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' Civil Sc�Nare Design - - SEDCAD* Ve on 3 . 1
Copyright (C) 1987- 92 . Pamela J. Schwab. A rights reserved.
1 Company Name : MCKIM & CREED ENGINEERS
Filename : K: \SEDCAD3\TRIANGLE\POND3 User: TJW
Date : 10-16-1997 Time : 12 : 19 : 29
CHECK ON POND # 3
Storm: 6 . 40 inches, 25 year-24 hour, SCS Type II
Hydrograph Convolution Interval : 0 . 1 hr
ELEVATION-AREA-CAPACITY-DISCHARGE TABLE
-=----=--=-=-==--=----=--=--=-==---=-===---
J1, B1, S1
POND 3
' Drainage Area from J1, B1, S1 , SWS (s) 1 : 62 . 6 acres
Total Contributing Drainage Area : 62 . 6 acres
SW#l : Perforated Riser
E1ev Stage Area Capacity Discharge
(ft) (ac) (ac-ft) (cfs)
236 . 00 0 . 00 0 . 29 0 . 00 0 . 00
236 . 50 0 . 50 0 . 40 0 . 17 0 . 00
237 . 00 1 . 00 0 . 53 0 . 40 0 . 00
237 .50 1 . 50 0 . 68 0 . 70 0 . 00
238 . 00 2 . 00 0 . 84 1 . 08 0 . 00
' 238 . 50 2 . 50 0 . 99 1 . 54 0 . 00
239 . 00 3 . 00 1 . 15 2 . 07 0 . 00
239 . 50 3 . 50 1 . 32 2 . 69 0 . 00
240 . 00 4 . 00 1 . 51 3 .40 0 . 00
240 . 50 4 . 50 1 . 71 4 . 20 0 . 00
241 . 00 5 . 00 1 . 92 5 . 11 0 . 00
241 . 25 5 . 25 2 . 03 5 . 60 0 . 00 Low Orifice of SW#1
' 241 . 50 5 . 50 2 . 14 6 . 12 0 .47
242 . 00 6 . 00 2 . 37 7 . 25 0 . 82
242 . 25 6 . 25 2 . 48 7 . 85 0 . 95 Stage of SW#1
' 242 . 50 6 . 50 2 . 59 8 . 49 3 . 65
243 . 00 7 . 00 2 . 81 9 . 84 18 . 11
243 . 39 7 . 39 3 . 08 11 . 00 18 . 60 Peak Stage
243 . 50 7 . 50 3 . 15 11 . 32 18 . 74
244 . 00 8 . 00 3 . 50 12 . 98 19 . 34
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APPENDIX E
MISCELLANEOUS CHARTS & TABLES
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1 A�T /�(`V"TT d(' ,�`TJEED ❑ MEMO
1 1Vl"j�l�/1����f ❑ TEIFPHONE
ENGINEERS O FIEID REPORT
1 PLANNERS ❑ CONFERENCE
1 SURVEYORS DATE: t. c - � �o - tt , TIME:
AUTHOR.
PRWECF: "T I n b x/1 UG CUEM:SUBJECT: iT-C,4 � 4l yS PROD.NO.
1ef
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1 - L
Af
1 _ t , 9
1 - -
1 ACTION
1 COPY:
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1 Table 8.03a
Value of Runoff Coefficient Land Use C Land Use C
(C)for Rational Formula Business: Lawns:
Downtown areas 0.70-0.95 Sandy soil, flat,2% 0.05-0.10
Neighborhood areas 0.50.0.70 Sandy soil,ave.,2-7% 0.10-0.15
Sandy soil, stoop, 7Y. 0.15-0.20
Residential: Heavy soil, flat,2% 0.13-0.17
Single-famly,areas 0.30-0.50 Heavy soil, ave.,2-7% 0.18-0.22
Mufti units,detached D.40-0.60 Heavy soil, steep, 7% 025-0.35
Mufti units,attached 0.60-0.75
' Suburban 0.25.0.40 Agricultural land:
Bare packed soil
Industrial: - JSC
Light areas 0.50-0.80 dnnnh n 20-0 nn l
' Heavy areas 0,60.0.90 Cultivated mvrs V-50
Heavy soil no crop 0.30-0.60
Parks,mmeleries 0,10-0.25 4teavy,soil with crop 0.20-0.50
Sandy soil no crap 0,20-0.40
Playgrounds 0.20-0.35 Sandy sail with crop 0.10-0.25
Pasture USE
Railroad yard areas 0,20-0.40 Reavy sell 0. � O 4
ox
' Unimproved areas 0,10-0.30 Woodlands 0.05-0.25
$Iree
lAsohalt 070-0.95 USS a. q-)C
' Concrete 0.80-0.95
Brick 0.70-0.85
Drives and walks 0.75-0.85
1 Roof: 0.75.0.85� Usk �'S5
NOTE: The designer must use judgment to select the appropriate C value
within the range for the appropriate two use.Generally,larger areas with
permeable soils,flat slopes, and dense vegetation should have lowest C
values. Smaller areas with slowly permeable soils. steep slopes, and
sparse vegetation should be assigned highest C values.
' Source:American Society of Civil Engineers
' The overland now portion of flow time may be determined from Figure 8.03a.
The flow time(n minutes)in the channel can be estimated by calculating the
average velocity in feet per minute and dividing the length (in fceQ by the
1 average velocity.
Slep4. Determine the rainfall intensity,Gequcncy,and duration(Figures 8.03b
through 8.03g—source: North Carolina Sate Highway Commission; Ian.
' 1973). Select the chart for the locality closest to you location. Enter the
"duration"axis of lho chart with the calculated time of concentration,T0.Move
vertically until youdntersoct the curve of the appropriate design storm, then
' move horizontally w read the rainfall intensity factor,i, in inches per hour.
Step S. Determine peak discharge,0 (10/soc), by multiplying the previously
' determined factors using the rational formula(Sample Problem 8.03a).
8.03.2

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tTable 8.05c •
' Relardance Classification for Vegetal Covers
Retardanco Cover Condillon
' A Rood canarygrass Excellent stand,tall (average 360)
Weeping lovograss Excellent stand,tall(average 30')
_ 3 Tall fescue Good stand, uncut,(average 18')
0000 Bermudagrass Good stand, tall(average 12')
Grass-legume mixture
(tall fescue,red
fescuo, sefKea
lespadeza) Good stand, uncut
Grass mixture
(timolhy,smouth
bromegrass or
orchardgrass) Good stand, uncut(average 20')
' Sencoa lespadeza Good stand, not woody,tall(average 19')
Read canarygrass Good stand,M(average 12-1 S-)
Alfalfa Good stand, uncut (average I1')
ALL. Tall fescue Good stand (8-12-)
Bermudagrass Good stand,cut (average 6-)
Bahiagrass Good stand, uncut(6.8-)
Grass-legumo mixture--
summer(orchardgrass, O
redtop and annual Good stand, uncut(6-8')
lespadeza)
Contipadegrass Very dense cover(average 6')
Kentucky bluegrass Good stand,headed (6-12-)
Radlop Good stand, uncut(15.20")
D Tall fescue Good stand,cut (340)
Bermudagrass Good stand, cut(2.5')
Bahiagrass Good stand,cut (3d')
Grass-legume mixture--
fall-spring(orchard-
grass,redlop,and
annual lespedeza) Good stand, uncut(4.5-)
Red lescue Good stand,uncut (12.18')
Centipodegrass Good stand, cut(34')
Kentucky bluegrass Goad stand,cut(34')
E Bermudagrass Good stand,cut(1.5-)
Bermudagrass Burned stubble ,(
LeA�
Modified from:USDA-SC. 1969. Engineering Field Manual. c 5%-1
1
t
8.05.8

1 STAT _ OF NORTH O OLINA SUDJECT NVIrd Irr lL'� 1< e.?Ir ROJEcr .�
.OEPAR ENT OF TRAN Ir-
RTATION /1 f /+J C
DIVISION OF HIGHWAYS _ - _
O /(
HIGHWAY OUII-DINC 1 PREEARED DY J-�'•'I ._ OATF ..�- STATION
11 P. O. DOK 25201 CHECKED BY __ __„-_ - OnTI' ......... — STIR NO---, SHECT_ '
LnLfJf.H NORTH CAROIINA 17411
CCU
yC
1 nk }E.e(al . d60 .0-0.5 05- 10 io- z•c > z.�
n _
Not
All
V
,106
LN
1 IZ O -10 Olt G5
�rr'rrtf�'b
a

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it
Stone Sizes For Culvert Aprons i
In ESTIMATION OF Si OME SIZE AND DIMERS;MIS FOR
CULVERT APRONS Determination of Stone Sizes for humped Stone CSa,:ne! Linings
and Revetment;
tep use T7g.g to determine stone size e.g„—Tr
Srep I , Climate (low vC)Oi yr At Culvert or paved channel 12 fps • 20- or 550 111
purist. Step 11) use Fig.l()tp detem m cine acceptable side range For sne
-, (for 12 fps it is 125-500 Ibs. for )5i of stone. and Life
Step III For pipe culverts 0. 1$ diameter. maximum and minimum range In weight should be 25-500 111 1
For pipe arch, arch, and box culverts, and paved Chan- Note: In determining channel velocities fo ,stome linings and
nel outlets, Oa As. where As • cross fictional area revetments, use the following coefficients of roughness:
6 of flaw at cutlet. , Dimmoter tenning's Min. ihlrtness
- For multiple culverts, use as 1.25 A Be of single -
7 culvert.
•Leif !if ) For apron n-ades e/ lei or :Copper, use recanvfv_nde- Fine J - 0.071 Z •
tfm't higher Zone (4ones I through $1. -r-Light 6 i 0.075 1'a
9 ,t Medlno 1] D.J&D le.
to ,5,4 Ilea vy- - - E]'_— .0.449 III
9 Cam} .elil' i rPl-:is f r r 11
1-44
Am if
" .'.sus' ,�{?a},-9511`' 1 s t h r,2r`1 lu Int
}: +c+c`� .{�S.,erF:� 1 } I'I'ip i �ur�� 'r , r
F FIGURE 7 c�-,i +r� 1Ft+� t . yi
.ts''� i '.ea
Is
ot
a
Sc:a.
- '^Iilua...l
` l2NGiA_0P APRON U� L/L o e y i . i v a rl r r 'I
I I go
FIGURE gross. Stone Site fb Rlp Rep s v t
21 anon mart mat TO Pu4rtcr ror cv v: _ mu _ - -
ll 1 CUL wERT SCDM O:C FIGURE 8 stone
weight
red of M d rang l -g t or
I X_4
s[une .poirM Vrybt s s. ._ - �. . .. . . _ .e rm n9 lnnel a __Do :IS
r. Q - - IL•9nr7 6 . :%e (Ibs.) , ,IitsO _ _IAI[YIuTI ISO I 25 r- ISO SD -m. 0r (ntavrl B r Og zoo PS - 200 50 - 100t" rO • 400 Soo 15 i
ti/ m t ur a d1 v . ra pf n1I p Who i
-, r� ��t j I rro r I aD I no
1�Ib -P 3x b I 1 (11
10 r. ms 1 W
nr
Ot t I I Ir L P d� T-, r r .rt I I ln0 r r�+r ) 1.'
FIGURE 10 1t, I' u

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State of North Carolina
Department of Environment, Health, and Natural Resources
Division of Land Resources
Jarnes G.Martin,Governor Charles H.Gardner
Willam W.Cobey,Jr.,Secretary Director
June 4, 1990
Mr. Howard P. Brown
Triangle Brick Company
6523 Apex Road
Durham, NC 27713-9217
RE: Merry Oaks Site #1
Chatham County
Dear Mr. Brown:
The application for a mining permit for Merry Oaks Site #1 in Chatham
County has been found to meet the requirements of G.S. 74-51 of The Mining
Act of 1971. As your company already has a blanket bond sufficient to cover
thi5• application, I am enclosing the mining permit.
The conditions of Dining Permit No. 19-10 were based primarily upon
information supplied in the application with conditions added as necessary to
insure compliance with The Mining Act of 1971. This permit expires on
May 29, 2000. G.S. 74-65 states that the issuance of a mining permit does
not supercede local zoning regulations . The responsibility of compliance
with the applicable zoning regulations lies with you.
Please review the permit and notify this office at (919) 733-4574 of any
objection or question concerning the terms of the permit.
Sincerely,
Trac Davis, E. I .T.
Minin Specialist
Land Quality Section
TED/se
Enclosure
cc: Mr. John Holley, P.E.
P.O.Box 27687 • Raleigh.N.C.27611-7687 • Telephone [phone]
An Equal Opportunity Affirmative Action Employer

DEPARTMENT OF ENVIRONMENT, HEALTH AND NATURAL RESOURCES
DIVISION OF LAND RESOURCES
LAND QUALITY SECTION
P E R M I T
for the operation of a mining activity
In accordance with the provisions of G.S. 74-46 through 68,
"The Mining Act of 1971, " Mining Permit Rule 15 NCAC
5 B , and other applicable laws, rules and regulations
Permission is hereby granted to:
Triangle Brick Company
Merry Oaks Site K
Chatham County - Permit No. 19-10
for the operation of a
Clay Mine
which shall provide that the usefulness, productivity and scenic
values of all lands and waters affected by this mining operation
will receive the greatest practical degree of protection and
restoration.

Page 2 of 6
In accordance with the application for this mining permit , which is hereby
approved by the Department of Environment, Health and Natural Resources ,
hereinafter referred to as the Department, and in conformity with the approved
Reclamation Plan attached to and incorporated as part of this permit, provisions
must be made for the protection of the surrounding environment and for
reclamation of the land and water affected - by the permitted mining operation.
This permit is expressly conditioned upon compliance with all the requirements
of the approved Reclamation Plan. However, completed performance of the
approved Reclamation Plan is a separable obligation, secured by the bond or
other security on file with the Department, and may survive the expiration,
revocation or suspension of this permit.
This permit is not transferable by the permittee with the following exception:
If another operator succeeds to the interest of the permittee in the permitted
mining operation, by virtue of a sale, lease, assignment or otherwise, the
Department may release the permittee from the duties imposed upon him by the
conditions of his permit and by the Mining Act with reference to the permitted
operation, and transfer the permit to the successor operator, provided that both
operators have complied with the requirements of the Mining Act and that the
successor operator agrees to assume the duties of. the permittee with reference
to reclamation of the affected land and posts a suitable bond or other security.
In the event that the Department determines that the permittee or permittee' s
successor is not complying with the Reclamation Plan or other• terms and
conditions of this permit, or is failing to achieve the purposes and
requirements of the Mining Act, the Department may give the operator written
notice of its intent to modify, revoke or suspend the permit, or its intent to
modify the Reclamation Plan as incorporated in the permit. The operator shall
have right to a hearing at a designated time and place on any proposed
modification, revocation or suspension by the Department. Alternatively and in
addition to the above, the Department may institute other enforcement procedures
authorized by law.
Definitions
Wherever used or referred to i'n this permit, unless the context clearly
indicates otherwise, terms shall have the same meaning as supplied by the Mining
Act, N.C.G.S. 74-49.
Expiration Date
This permit shall be effective from the date of its issuance until June 4,
2000.
Conditions
This permit shall be subject to the provisions of the Mining Act, N.C.G.S.
74-46, et. seq . , and to the following conditions and limitations:

Page 3 of 6
OPERATING CONDITIONS:
1 . Any wastewater processing or mine dewatering shall be in accordance with
the permitting requirements and rules promulgated by the Environmental
Management Commission.
2. Any mining process producing air contamination emissions shall be subject
to the permitting requirements and rules promulgated by the Environmental
Management Commission.
3 . Any mining activity affecting wetlands shall be in accordance with the
requirements and regulations promulgated and enforced by the U. S. Army
Corps of Engineers .
4. Sufficient buffer shall be maintained betti-reen any affected land and any
adjoining waterway to prevent sedimentation of that waterway from erosion
of the affected land and to preserve the integrity of the natural
watercourse.
5. A. Adequate mechanical barriers including but not limited to diversions,
earthen dikes , brush barriers , silt check dams, silt retarding
structures , rip rap pits, or ditches shall be provided in the initial
stages of any land disturbance and maintained to prevent sediment from
discharging onto adjacent surface areas or into any lake or natural
watercourse in proximity to the affected land.
B. All erosion and sedimentation control measures shall be installed and
maintained as per the Erosion Control Plan and General Details dated
November 1989 and revised April 9, 1990 with the following
stipulations: ( 1) Channels A-A and D-D shall have temporary liners;
(2) appropriate erosion and sedimentation control measures ( i .e. ;
diversion ditches , rock check dams , gravel and rip-rap filter basins,
etc. ) shall be installed and maintained along the perimeter of the
earthen berms located along the northern and eastern boundaries of
mining area M-1 ; (3) the permanent channel detail shall be revised to
indicate a minimum 9 inch depth for NCDOT Class A stone; (4) the
emergency spillway proposed through the berm in Sediment Basin No . 1
shall be eliminated; (5) the emergency spillway proposed through the
berm in Sediment Basin No. 2 shall be relocated and constructed in
natural ground as per the specified dimensions in the Design Data and
Calculations booklet and standard Excavated Emergency Spillway detail
on Drawing No. D-1; and (6) all sediment basins shall contain a baffle
of synthetic geotextile to create a two-celled structure (see attached
detail ) .
6. The angle for graded slopes and fills shall be no greater than the angle
which can be retained by vegetative cover or other adequate erosion control
measure, structure, or device. In any event, exposed slopes or any
excavated channels , the erosion of which may cause offsite damage because
of siltation, shall be planted or otherwise provided with ground cover,
devices or structures sufficient to restrain such erosion.
7. The affected land shall be graded so as tc prevent collection of pools of
water that are, or likely to become, noxious or foul . Necessary structures
such as drainage ditches or conduits shall be constructed or installed when
required to prevent such conditions.

J
Page 4 of 6
o. Existing vegetation or vegetated earthen berms shall be maintained between
the mine and public thoroughfares whenever practical to screen the
operation from the public.
A. Sufficient buffer shall be maintained between any excavation and any
adjoining property line to prevent caving of that property and to
allow grading of the sideslopes to the required angle.
B. A 100 foot natural buffer of mature pine trees shall be maintained
along SR 1912. the office and plant shall buffer the mining area from
the north. Mature forests shall buffer the mining area from the
southern and eastern boundaries . A minimum buffer width of 50 feet
shall be maintained on the remainder of the site.
1-3. A physical barrier consisting of a fence or earthen berm, etc. , shall be
maintained around the perimeter of any highwall .
11 . An Annual Reclamation Report shall be submitted on a form supplied by the
Department by February 1 of each year until reclamation is completed and
approved.
11 . The operator shall notify the Department in writing of the desire to
delete, modify or otherwise change any part of the mining, reclamation, or
erosion/sediment control plan contained in the approved application for a
mining permit. Approval to implement such changes must be obtained from
the Department prior to on-site implementation of the revisions .
!�. The security which was posted pursuant to H .C .G.S. 74-54 in the form of a
$25,000.00 Blanket Bond is sufficient to cover the operation as indicated
on the approved application. This security must remain in force for this
permit to be valid. The total affected land shall not exceed the bonded
acreage.
1'. A. Authorized representatives of the Division of Archives and History
shall be granted access to the site to determine the presence of
significant archaeological resources .
B. Pursuant to N. C. G. S. 70 Article 3 , "The Unmarked Human Burial and
Human Skeletal Remains Protection Act," should the operator or any
person in his employ encounter human skeletal remains , immediate
notification shall be provided to the county medical examiner and the
chief archaeologist, North Carolina Division of Archives and History.

Page 5 of 6
APPROVED RECLAMATION PLAN
The Mining Permit incorporates this Reclamation Plan, the performance of
which is a condition on the continuing validity of that Mining Permit.
Additionally, the Reclamation Plan is a separable obligation of the
permittee, which continues beyond the terms of the Mining Permit.
The approved plan provides:
Minimum Standards As Provided By G.S. 74-53
1 . The final slopes in all excavations in soil , sand, gravel and other
unconsolidated materials shall be at such an angle as to minimize the
possibility of slides and be consistent with the future use of the land.
2. Provisions for safety to persons and to adjoining property must be
provided in all excavations in rock ,
3. All overburden and spoil, shall be left in a configuration which is in
accordance with accepted conservation practices and which is suitable for
the proposed subsequent use of the land.
4. No small pools of water shall be allowed to collect or remain on the mined
area that are, likely to become noxious, odious or foul .
5. The revegetation plan shall conform to accepted and recommended agronomic
and reforestation practices as . established by the North Carolina
Agricultural Experiment Station and the North Carolina Forest Service.
6. Permittee shall conduct reclamation activities pursuant to the Reclamation
Plan herein incorporated. These activities shall be conducted according to
the time schedule included in the plan, which shall to the extent feasible
provide reclamation simultaneous with mining operations and in any event,
provide reclamation at the earliest practicable time after completion or
termination of mining on any segment of the permit area and shall be
completed within two years after completion or termination of mining.
RECLAMATION CONDITIONS:
1. ' Provided further, and subject to the Reclamation Schedule, the planned
reclamation shall be to regrade and satisfactorily revegetate any disturbed
areas .
2. The specifications for surface gradient restoration to a surface suitable
for the planned future use are as follows:
A. All sideslopes shall be graded to a 2 horizontal to 1 vertical or
flatter slope.
B. Any settling ponds or sediment basins shall be backfilled and
stabilized.

Page 6 of 6
C. The processing , stockpile , and other disturbed areas neighboring the
mine excavation shall be leveled and smoothed.
D. Compacted surfaces shall be disced , subsoiled or otherwise prepared
before revegetation.
E. No contaminants shall be dumbed at the mine site. Scrap metal , trash
or other such waste shall be removed from the site and properly
disposed.
F. The affected land shall be graded to prevent the collection of noxious
or foul water.
3 . Reve etation Plan
After site preparation, all disturbed land areas shall be revegetated as
outlined in the approved application dated February 5, 1990.
4. Reclamation Schedule
Reclamation shall be conducted si-ultaneously with mining to the extent
feasible. in any event, reclamation shall be initiated as soon as feasible
after completion or termination o= mining of any mine segment under permit.
Final reclamation, including rev=-getation , shall be completed -within two
years of completion or termiratio:. of mining.
Permit issued this 4th day of June, 1990.
Charles H . G-rdner, Director
Division c- Land Resources
By Authority of the Secretary
Of the Department of Environment, Health and Natural Resources

380 1 . 26
EXAMPLE PLAN VIEWS OF BAFFLE LOCATIONS IN SEDIMENT BASINS
O No Scale
D/2
inflow
--� F�:- � - —oy -'--� — oser
Nol-mal Pool
- \� Total distance from
the point of inflow
I around the baffle to
the riser.
j Normal
Pool
Ij --' R'; ser
— _ 7e
: -.flow
Normal �, P.i ser
Pool
Baffle f -
' �� �
" 0
L = Li + L2
Inflow
Sheets of 4' x 8' x -," exterior
plywood or equivalent �E,::
Riser Crest Elevation
41 Pcsts min. size 4" square
or round. Set at
�} - — least 3' into the ground.
ource : USDA-SCS Plate 1. 2EF
III-70 -

Date
MEMORANDUM
TO: File
FROM: Susan Edwards�q'� /
SUBJECT: Notice of Issu nce of 'Mi ing Permit
A copy of the attached "Notice oof I�ssugce of Mini Permit" was sent to
all people listed in the Affidavit of Notification and any additional people who
sent in letters . If a public hearing was held, a copy of the "Notice of
Issuance of Mining Permit" was sent to all people who signed the sign in sheet
at the public hearing. My initials , written in red, will be beside the names of
the people in the file who were sent this "Notice" .

NOTICE OF ISSUANCE OF
MINING PERMIT
You have previously expressed an interest and/or are listed as an adjoining
land owner in the application for a mining permit filed by Triangle Brick
Company to conduct mining activities at the Merry Oaks Site N1 in Chatham
County. The mining permit was issued on June 4, 1990, North Carolina law
allows a person aggrieved by the issuance of the permit to contest its issuance
by filing a petition for judicial review in the North Carolina Superior Court
pursuant to G.S. 150B-43. If you believe you are an aggrieved party, you must
commence the judicial review proceeding within thirty (30) days of the mailing
of this notice to you. This notice was mailed on June 5, 1990.
Charles H. Gardner
Director
Division of Land Resources
Department of Environment, Health and
Natural Resources
r

NOTICE OF ISSUANCE OF
MINING PERMIT
You have previously expressed an interest and/or are listed as an adjoining
land owner in the application for a mining permit filed by Triangle Brick
Company to conduct mining activities at the Merry Oaks Site #1 in Chatham
County. The mining permit was issued on June 4, 1990. North Carolina law
allows a person aggrieved by the issuance of the permit to contest its issuance
by filing a petition for judicial review in the North Carolina Superior Court
pursuant to G.S. 150E-43. It you believe you are an aggrieved party, you must
commence the judicial review proceeding within thirty �30) days of the mailing
of this notice to you . This notice was mailed on June 5, 1990. -
Charles H. Gardner
Director
Division of Land Resources
Department of Environment, Health and
Natural Resources

North Carolina Department of Environment. �<
Health, and Natural Resources L_. . �..
P. 0, Box 27637 `? p ter! �Z'��c1Gy "OF
_Rt
Raleigh. N. C. 2761 7687 eG��e:. ' ;t�_- `� '� `, N 5'�B'�it�/ +�t1�yH '►/"fr: SaV
aec'w
Ms. rene Ashworth '
1 Rt. 1, 238
t New Hill, NC 62
1

NOTICE OF ISSUANCE OF
MINING PERMIT
You have previously expressed an interest and/or are listed as an adjoining
land owner in the application for a mining permit filed by Triangle Brick
Company to conduct mining activities at the Merry Oaks Site N1 in Chatham
County. The mining permit was issued on June 4 , 1990. North Carolina law
allows a person aggrieved by the issuance of the permit to contest its issuance
by filing a petition for judicial review in the North Carolina Superior Court
pursuant to G.S. 15OB-43. If you believe you are an aggrieved party, you must
commence the judicial review proceeding within thirty (30) days of the mailing
of this notice to you . This notice was mailed on June 5, 1990. -
Charles H. Gardner
Director
Division of Land Resources
Department of Environment, Health and
Natural Resources

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TRIANGLE BRICK COMPANY - MERRY OAKS - SITE #1
A
a
APPLICATION FOR Uryn q!/ 1990
rysfcr/oN
NORTH CAROLINA MINING
PERMIT
State of North Carolina
Department of Natural Resources
and Community Development
Division of Land Resources
Land Quality Section
P.O. BOX 27687
Raleigh. North Carolina 27611 —
(919) 733-3833
mv. J/P9

celk
NORTH CAROLINA DEPARTMENT OF NATURAL RESOURCES AND COMMUNITY DEVEIQPNEt //,,' RRO
LAND QUALITY SECTION SFCT1
0*
APPLICATION FOR A MINING PERMIT
(PLEASE PRINT OR TYPE)
1. Name of Nine Merry Oaks Site N1 County Chatham
_. Name of Applicant Tr•ancle Brick Comoanv
3. Permanent address for receipt of official mail.
6523 Apex Road, Durham, NC 27713-9217
*Telephone (919) 828-2070
4. Mine Office Address 6523 Apex Road, Durham, NC 27713-9217
Telephone (919) 828-2070
5. Mine Manager Howard P. Brown
We hereby certify that all details contained in this Permit Application
are true and correct to the best of our knowledge. We fully understand that
any willful misrepresentation of facts will be cause for permit revocation.
l
"Signature �1T H'�'ul 1L � uwM - Date ,rL�ra ' 90
Print Name Howard P. Brown
Title Vice-President
*The Land Quality Section should be notified of change in permanent address or
telephone number.
**Signature of company officer required.
G.S. 74-51 provides that the Department shall grant or deny an application for a
permit within 60 days of receipt of a complete application or, if a public hearing
is held, within 30 days following the hearing and the filing of any supplemental
information required by the Department. All questions must be addressed and all
required maps provided before this application can be considered complete Attach
additional sheets as needed.
1

APPLICATION FOR A MINING PERMIT
A: GENERAL CHANA=RISTICS OF MINE.
1 . Total acreage at site covered by this permit application:
Acres owned 350 Acres leased Property owner if leased
2. Name of all materials mined: Triassic Shale, Arkosic Sandstone, Clayey Sandstone,
brown imbedded with Drown to uark Rrey sandstone and mu s one
3. Mining method: Hydraulic Dredge Underground Shovel 6
Truck Dragline d Truck Self-loading Scraper
Other (explain) Bulldozer with ripper, frontend loader and dump tru-cam
d. a. Expected maximum depth of mine (feet) 40 feet Reference elevation: 274
b. Expected average depth of mine (feet) 30 feet
5. Has any area(s) at this site been mined in the past? Yes_ No % If no, pro-
ceed to Question 6.
a. Acreage of previously affected land(s) at present site that has not been
reclaimed: acres (identify all areas on your mine map).
le. When and by whom was this activity conducted?
c. Acreage of previously affected land at present site that has been reclaimed:
acres (identify all areas on your mine map) .
d. When and by whom was this activity conducted?
e. Do you wish to exclude any areas noted in 5a or c from this permit application?
Yes No If yes, how much? acres (identify all
areas on your mine map) .
6. Present (premising) use of the land (estimate acreage for each) :
Cropland 80 as Pasture ac Forestry 270 ac Fish/Wildlife ac
Recreation ac other ac
7. Proposed land use after mining and reclamation has been completed
(estimate acreage for each) :
Cropland ac Pasture ac Forestry 330 ac Fish/Wildlife ac
Recreation ac Other 20 ac (Plant site)
B. DETERMINATION OF AFFECTED ACREAGE AND BOND
1. Number of years for which permit is requested (10 years maximum) . 10 years
2. Total affected acreage to be disturbed during initial year of operation:
a. Area used for tailing ponds - acres
b. Area used for stockpiles 0.5 acres
C. Area used for waste piles 1 .0 acres
d. Area used for processing plants and onsite haul roads 23 acres
e. Area of mine excavation( s) 10 acres
f. TOTAL a-e 34. 5 acres
3. Estimate the maximum amount of land to be disturbed and unreclaimed
at any one time during the life of the permit. 34 .5 acres
2

APPLICATION FOR A MINING PERMIT
4 . Check acreage to be bonded*- Total affected acreage figure from B2f OR B3 (page 2)
whichever is larger, equals acreage to be bonded. (see 15 NCAC 5B_0003 for bond
amounCs. )
0 - 4.99 acres 10 - 24.99 acres
5 - 9.99 acres X 25 + acres
5. a.• will you file a blanket bond 'or other security covering all of your
mining operations in North Carolina? Yes X No_
b.. Have you already filed a blanket bond or other security? Yes No_
6. List any mining permits previously issued to the applicant.
Carpenter, N.C.
Durham, N.C.
C. PROTECTION OF NATURAL. RESOURCES
I . a. will the operation involve washing the material mined, recycling process water,
or other waste water handling? Yes X No If yes, briefly
describe all such processes including any chemicals to be used.
Approximately 500 gpd of process water will be discharged to sediment
basin #3 to settle particles before entering the drainageway. The process
water will contain -only clay particles from the curing process. No
chemicals will be introduced into the process water.
b. Will the operation involve dewatering the mine or discharging fresh or waste
water from the mine or plant. Yes No X If yes, briefly
describe the nature of the discharge and locate all proposed discharge points
on your mine map.
The mining areas will not be excavated below the existing natural drainageway.
c. If you answered yes to either la or lb, provide evidence that you have applied
for or obtained a water quality permit from the Division of Environmental
Management, Water Quality Section.
A discharge permit application has been filed with the N. C. Division of
Environmental Management, Water Quality Section.
"In lieu of the surety bond required by this section, the operator may file with the
Derjart_ment a cash deposit, negotiable securities, a mortgage of real property
acceptable to the Department, or an assignment of a savings account in a North
Czar._)l,ina bank on an assignment form prescribed by the Department. The amount of
Jared disturbed .and unreclaimed at any one time must not exceed the bonded amount.
3

APPLICATION FOR A MINING PERMIT
2. a. will the operation involve crushing or any other air contaminant emissions?
Yes X No _ If yes, indicate evidence that you have applied
for or have obtained an air quality permit issued by the Division of
Environmental Management, Air Quality Section or local governing body.
Applicable Permit Application Submitted February 5, 1990 to Mr'. Mike
Sewell, N:C. NRCD Air Permits Branch, P.Q. Box 27687, Raleigh, NC 27611-
7687.
b. How will fugitive dust from stockpiles, haul roads, etc. be controlled?
Fugitive dust from stockpiles will be controlled by blending wet shale
material from the sedirentation basins with dry stockpiled material , .
or by pumping water from the sedimentation basins onto the stockpiles
and loaded dump trucks. Fugitive dust from the haul roads will be
controlled by wetting the haul roads using the company water truck.
3. Describe in detail the chronological sequence of land disturbing activities and
reference the sequence to the mine map(s). Attach additional sheets as needed.
(SEE ATTACHMENTS)
4

1'
CONSTRUCTION SEQUENCE FOR SITE 1
PHASE I CONSTRUCT ENTRANCE ROADS AND PLANT AREA
1. Clear and grub area for the gravel construction pad on NCSR
1911.
2. Construct 200' x 50' x 8" gravel construction pad with storm drain
pipe.
3. Clear and grub access to and locations of temporary sediment
traps 1 and 2.
4. Construct temporary sediment traps 1 and 2.
5. Construct temporary diversions into temporary sediment trap loca-
tions 1 and 2..
6. Seed and mulch all temporary diversions and slopes with ap-
propriate seed mixture.
7. Clear and grub area for the gravel construction pad on NCSR
1912.
8. Construct 200' x 50' x 8" gravel construction pad.
9. Clear and grub access to and locations of temporary sediment
traps 3, 4, 5 and 6.
10. Construct temporary sediment traps 3, 4, 5 and 6.
11. Construct temporary diversions into temporary sediment trap loca-
tions 3, 4, 5 and 6.
12. Seed and mulch all temporary diversions and slopes with ap-
propriate seed mixture.
13. Clear and grub access to and locations of sediment basins 1 & 2.
14. Construct sediment basins 1 and 2.
15. Construct temporary diversions into sediment basins 1 and 2.
16. Seed and mulch all temporary diversions and slopes with ap-
propriate seed mixture.
17. Clear and grub remaining areas for roads.
18. Construct entrance roads.
19. Seed and mulch all slopes and disturbed areas.
20. Clear and grub remaining areas for plant area, railroad spur, and
parking and inventory areas.
21. Construct plant area, railroad spur, and parking and inventory
areas.
22. Seed and mulch all slopes and disturbed areas.
PHASE II CONSTRUCT HAUL ROAD
1. Clear and grub access to and locations of temporary sediment
traps 7 and 8.
2. Construct temporary sediment traps 7 and 8.
3. Construct temporary diversions into temporary sediment trap
locations 7 and 8.
4. Seed and mulch all temporary diversions and slopes with ap-
propriate seed mixture.
5. Clear and grub location of sediment basin 3.
6. Construct sediment basin 3.
7. Clear and grub haul road and dump station areas_
8. Construct haul road and dump station.
9. Seed and mulch all slopes and disturbed areas.
4A

a .
PHASE III STABILIZE SITE
1. Seed and mulch all previously disturbed areas not addressed to
this point with appropriate seed mixture.
2. Throughout life of project, maintain stabilization of all areas not
currently being mined and reseed areas where mining is complete.
3. No more than ten (10) acres of mining area shall be disturbed at
one time.
PHASE IV MINE AREA 1
1. Clear and grub access to and location of sediment basin 4.
2. Construct sediment basin 4.
a. Place overburden material at excess material storage area
indicated on plans.
b. Place minable material rat either the covered storage area at
the plant or at the temporary stockpile area.
3. Construct temporary diversions into sediment basin 4.
4. Seed and mulch all temporary diversions and slopes with ap-
propriate seed mixture.
5. Diversions shall be located to ensure that run-off from all dis-
turbed mining areas shall be routed into sediment basin 4 but
shall not divert clean run-off from stabilized areas.
6. Once mining is complete on the initial ten (10) acres, construct
sediment basin 4A just "downhill" from the next ten (10) acre min-
ing area. Sediment basin 4A shall be same size as sediment basin
4.
7. Construct new temporary diversions around the next ten (10) acre
mining area and route to sediment basin 4A.
8. Strip topsoil from next mining area and place over entire previ-
ously mined area and stabilize the area with the appropriate seed
mixture.
9. Once grass is established in previously mined area, fill in sedi-
ment basin 4 and stabilize disturbed area with grass.
10. As the mining is completed in ten (10) acre increments, new sedi-
ment basins and diversion ditches shall be constructed, and pre-
viously mined areas stabilized as outlined in steps 6-9 above.
PHASE V MINE AREA 2
1. Clear and grub access to and location of sediment basin 5.
2. Construct sediment basin 5.
3. Construct temporary diversions into sediment basin 5.
4. Seed and mulch all temporary diversions and slopes with. ap-
propriate seed mixture.
5. Diversions shall be located to ensure that run-off from all dis-
turbed mining areas shall be routed into sediment basin 5 but
shall not divert clean run-off from stabilized areas.
6. Once mining is complete on the initial ten (10) acres, construct
sediment basin 5A just "downhill" from the next ten (10) acre min-
ing area. Sediment basin 5A shall be same size as sediment basin
5.
7. Construct new temporary diversions around the next ten (10)
acres mining and route to sediment basin 5A.
413

8. Strip topsoil from next mining area and place over entire previ-
ously mined area and stabilize the area with the appropriate seed
mixture.
9. Once grass is established in previously mined area, fill in sedi-
ment basin 5 and stabilize disturbed area with grass.
10. As the mining is completed in ten (10) acre increments, new sedi-
ment basins and diversion ditches shalt be constructed, and pre-
viously mined areas stabilized as outlined in steps 6-9 above.
PHASE VI MINE AREA 3
1. Clear and grub access to and location of sediment basin 6.
2. Construct sediment basin 6.
3. Construct temporary diversions into sediment basin 6.
4. Seed and mulch all temporary diversions and slopes with ap-
propriate seed mixture.
5. Diversions shall be located to ensure that run-off from all dis-
turbed mining areas shall be routed into sediment basin 6 but
shall not divert clean run-off from stabilized areas.
6. Once mining is complete on the initial ten (10) acres, construct
sediment basin 6A just "downhill" from the next ten (10) acre min-
ing area. Sediment basin 6A shall be same size as sediment basin
6.
7. Construct new temporary diversions around the next ten (10)
acres mining and route to sediment basin 6A.
8. Strip topsoil from next mining area and place over entire previ-
ously mined area and stabilize the area with the appropriate seed
mixture.
9. once grass is established in previously mined area, fill in sedi-
ment basin 6 and stabilize disturbed area with grass.
10. As the mining is completed in ten (10) acre increments, new sedi-
ment basins and diversion ditches shall be constructed, and pre-
viously mined areas stabilized as outlined in steps 6-9 above.
PHASE VII COMPLETE SITE
1. Check all sediment basins after periods of significant run-off.
Remove sediment and restore the basin to its original dimensions
when sediment accumulates to one-half the design depth.
2. Check all embankments, spillways, and outlets for erosion damage,
and inspect the embankments for piping, settlement and rock dis-
placement. Make all necessary repairs immediately. Remove all
trash and other debris from risers, spillways, and pool areas.
3. Remove temporary structures and any unstable sediment im-
mediately after the construction site has been permanently stabi-
lized. Smooth basin sites to blend with the surrounding areas
and stabilize. All water and sediment should be removed from the
basins prior to dam removal. Sediment should be placed in desig-
nated disposal areas and not allowed to flow into streams or
drainageways during structure removal.
4C

APPI.TCATION FOR A MINING PERMIT
4 . a. How wide a buffer will be maintained between any mining activity
and any adjoining property or highway right--of-way? Show all buffers on mine
map(s) .
A 100 foot natural buffer of mature pines will remain along SR 1912. The
office and plant will buffer the mining area from the north. Mature
forests will buffer the mining area from the southern and eastern boundaries.
The minimum buffer width on the remainder of the site will be 50 feet.
b. Describe other methods to be taken during mining to prevent physical hazard
to any neighboring dwelling house, public road, public, commercial or
industrial building from any mine excavation. Locate all such structures on the
mine map if they are within 300 feet of any proposed excavation.
r
No dwellings are located within 300 feet of the mining areas. No
mining area will be excavated below adjacent• natu•ral drainageway elevations .
c. Describe what kind of barricade will be used to prevent' inadvertent public
entry along any high wall area and when it will be implemented.
No mining area will have a high wall . Steel gates with no trespassing
signs will be installed at all mine entrances. No trespassing signs
will be placed at regular intervals around the sites.
5

APPLICATION FOR A MINING PERMIT
5. Describe specific erosion and sediment control measures to be taken during
mining to prevent offsite sedimentation (include specific plans for erosion
control for mine excavation(s) , waste piles, access/mine roads and process areas) ,
and give a detailed sequence of installation. Locate and label all erosion and
sediment control measures on the mine map. Engineering designs and calculations
shall be required when needed to justify the adequacy of any proposed measures.
Sedimentation basins , diversion ditches and other erosion control measures
will be constructed as shown on the accompanying erosion control plan, prior
to any other land distrubing activities. Tree stumps and root maps
from previous logging activities will be left in place to hold the soil
in all areas not being used for the plant or mining.
6 a. Describe methods to prevent landslide or slope instability adjacent to
adjoining properties during mining.
Mining areas along adjoining properties will have 2: 1 side slopes and will
be established with grass immediately after mining.
b. In excavation(s) of unconsolidated (non-rock) materials, specify the angle
of all slopes .including specifications for benching and sloping.
All slopes will be 2: 1 or flatter.
c_ In hardrock evacations, specify proposed bench widths and heights in feet.
Not applicable
6

APPLICATION FOR A MINING PERMIT
7_ Are acid producing minerals or soils present? Yes_ No X If yes, list all such
minerals, their relative abundance and indicate their location(s) on the mine
map. How will acid water pollution from the excavation, stockpiles and waste
areas be controlled?
S. Describe specific plans (including a schedule of implementation) for screening
the operation from public view such as maintaining or planting trees, bushes
or ocher vegetation, building berms or other measures. Show the location of
all visual screening on the mine map and provide cross-sections through all
proposed berms.
A 100 ft. wide stand of mature loblolly pines will be left in place along
SR 1912_ The eastern side of the site is bounded by CP&L nuclear power
plant with mature forest as their buffer. The portions of the sites unused
as plant or active mining areas will be left planted= in ioblolly pines.
9. Will. explosives be used? Yes_ No X If yes, specify the types
of explosive(s) and describe what precaution(s) will be used to prevent
physical hazard to persons or neighboring property from flying rocks or
excessive air blasts or ground vibrations. Locate the nearest offsite
structure(s) to the proposed excavation(s) on the mine map.
7

10. a_ What is the pre-mining depth (in feet) to the seasonal high and low ground
water tables? High ft. Low ft. What is the source(s) of this
information?
No mining area will be excavated below adjacent drainageway elevations ,
therefore, the seasonal ground water tables should remain unaffected.
b. Will any part of the proposed mine excavation(s) extend below the water table?
Yes— No X If yes, do you intend to dewater the excavation(s)? Yes_
No_ If yes, what impact, if any, will mine dewatering have on neighboring
wells? Locate all existing wells on the mine map that lie within 500 feet of
the proposed permit area. Provide data to support any conclusions or
statements made.
11. Will fuel tanks, solvents, or other chemical reagents be stored on-site?
Yes X No_ If yes, describe these materials and how they will be stored
and show the location(s) of ail storage facilities on the mine map.
Fuel oil used as auxiliary kiln fuel and desiel fuel for mining equipment
will be stored adjacent to the plant in above ground containers with containment
wall around them.
8

APPLICATION FOR A MINING PERMIT
D. RECLA ATION PLAN
1. Describe your intended plan for the reclamation and subsequent use of all
affected lands and indicate the general methods to be used in reclaiming this
land. This information must be illustrated on a reclamation map.
After mining is completed in each 10 acre increment, previously removed
overburden will be placed back over the mined area and the area will
be seeded with the appropriate seed mixture. The area could theh either
be planted with pines or left a pasture.
r
2. a. Is an excavated or .impounded body of water to be left as a part of the
reclamation? Yes No X If yes, illustrate the location of the body(s)
of water on the reclamation map and provide a scaled cross-section(s)
through the proposed body(s) of water. Will the body(s) of water be stocked
with fish? Yes- No� If yes, specify species.
b.' Describe provisions for prevention of noxious, odious or foul water
collecting or remaining in mined areas. Provide details on any permanent
water outlets.
Pained areas will be graded with a crown -.in the center to provide
for drainage to the adjacent natural drainageways .
9

APPLICATION FOR A MINING PERMIT
IZECLAMATION PLAN
3. Describe provisions for safety to persons and to adjoining property in all
completed excavations in rock including what kind of permanent barricade
will be left. The location of the barricade must be shown on the reclamation
map.
Not applicable
4 . a. Indicate the method(s) of reclamation of overburden, refuse, spoil banks or
other such on-site mine waste areas, including specifications for benching
and sloping.
Overburden materials will be evenly spread over the mined areas and seeded
with the appropriate seed mixture.
b. Are any processing waste, overburden or other such mine wastes to be disposed
of off-site? Yes No X If yes, describe in detail what these
wastes are and how they will be disposed. Attach a separate site map(s) showing
the location(s) of the disposal area(s) . -Include all specifications for erosion
and sediment control.
10

APPLICATION FOR A MINING PERMIT
RECLAMATION PLAN
5. a. Describe reclamation of processing facilities, stockpile areas, and
onsite roadways.
The office and plant building will be left in tact and sold for
use as a warehouse, manufacturing plant or other facility.
All outside stockpile areas will be graded to near original grade,
covered with topsoil , and seeded. Haul roads from mining areas to
plant sites will be obliterated and seeded. Entrance roads will be
left in tact.
b. Will any onsite roadways be left as part of the reclamation? Yes X No__
If yes, identify these on the reclamation map and provide details on
permanent ditch line stabilization.
Entrance roads will be left in place.
1
6. State the method of reclamation of settling ponds and/or sediment
control basins.
Once vegetation has established in areas tributary to sedimentation
basins, the basins will be filled with overburden material and seeded.
7 ]

APPLICATION FOR A MINING PERMIT
RECLAMATION PLAN
7_ State the method of control of contaminants and disposal of scrap
metal, junk machinery, cables, or other such waste products of mining_ (Note
definition of refuse in The Mining Act of 1.971)_ No off--site generated waste
shall be disposed of on the mine site without prior written approval from the N.C.
Department of Natural Resources and Community Development, Land Quality Section
and either the N.C. Department of Human Resources or local governing body.
N/A
8. Indicate the method of restoration or establishment of any permanent drainage
channels to a condition minimizing erosion, siltation and other pollution.
Give design details including typical cross-sections of any permanent channels
to be constructed as part of the reclamation plan. Show the location(s) of all
permanent channels on the reclamation map.
Permanent drainage channels will be designed and constructed in accordance
with the N.C. Planning Manual for Erosion and Sediment Control .
12

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

APPLICATION FOR A MINING PERMIT
RECLAMATION PLAN
10. Provide a schedule of reclamation that indicates the sequence of
reclamation and approximate time frame. If reclamation is to be accomplished
concurrently with mining, then show on the site map segments that are to be
mined and reclaimed during each year of the permit. Add drawings showing typical
sections or cross-sections and layout of proposed reclamation.
Mining will begin at the lowest point in each respective mining area.
The mining areas will be mined in 10 acre increments. Once a 10 acre
increment is mined, previously removed overburden will be spread over
the mined area and seeded with the appropriate seed mixture.
E. NOTIFICATION OF ADJOINING LANDOWNERS
1. The "NOTICE" form or a facsimile thereof attached to this application must be
sent certified or registered mail to all adjoining (contiguous) landowners
indicated an mine map unless another means of notice is approved in advance
by the Director, Division of Land Resources.
The completed "Affidavit of Notification" attached to this application must be
submitted before the application is considered complete_
I
1 r�

TYPE "A"
SEEDING SCHEDULE FOR STABILIZATION GRASS
Date ype Rate
Mar 15 - May 15 Perennial Seed Mix 10 lbs/acre
N.C. Wildlife Resource Commission
Mar 1 - June 1 Sericea Lespedeza (scarified) 50 Ibs/acre
8
(Mar 1 - Apr 15) Add Tall Fescue 120 lbs/acre
(Mar 1 - June 30) Or Add Weeping Lovegrass 10 Ibs/acre
(Mar 1 - June 30) Or Add Hulled Common Bermudagrass 25 ibs/acre
June 1-- Sept 1 Tall Fescue and 120 Ibs/acre
Browntop Millet 35 ibs/acre
or Sorghum-Sudan Hybrids
Sept 1 - Mar 1 Sericea Leepedeza (unhulled-unscarified) 120 Ibs/acre
and Tail Fescue
(Nov 1 - Mar 1 ) And Abruzzi Rye 25 Ibs/acre
Agricultural Limestone - 2 tons/acre or 3 tons/acre in clay soils
Fertilizer - 1000 ibs/acre (10-10-10)
Superphosphate - 500 Ibs/acre (20%)
Mulch - 2 tons/acre (small grain straw)
Anchor - asphalt emulsion at 300 gal./acre
r
13 A

TYPE "B"
DEPARTMENT OF TRANSPORTATION SEEDING SCHEDULE
Shoulders, Side Ditches, Slopes (Max. 3:1 )
Date Type Planting Rate
Aug 15 - Nov 1 Tall Fescue 300 Ibs/acre
Nov 1 - Mar 1 Tall Fescue 300 Ibs/acre
& Abruzzi Rye 25 Ibs/acre
Mar 1 - Apr 15 Tall Fescue 300 lbs/acre
Apr 15 - June 30 Hulled Common Bermudagrass 25 lbs/acre
Jul 1 - Aug 15 Tall Fescue and 120 Ibs/acre
Browntop Millet 35 Ibs/acre
or Sorghum-Sudan Hybrids 30 lbs/acre
Slopes (3:1 to 2:1 )
Mar 1 - Jun 1 Sericea Leepedeza (scarified) 50 Ibs/acre
&
(Mar 1 - Apr 15) Add Tall Fescue 120 Ibs/acre
(Mar 1 - June 30) Or Add Weeping Lovegrass 10 Ibs/acre
(Mar 1 - June 30) Or Add Hulled Common Bermudagrass 25 Ibs/acre
June 1- Sept 1 Tail Fescue and 120 lbs/acre
s Browntop Millet 35 Ibs/acre
or Sorghum-Sudan Hybrids
Sept 1 - Mar 1 Sericea Leepedeza (unhulled-unscarified) 120 Ibs/acre
and Tall Fescue
(Nov 1 - Mar 1 } And Abruzzi Rye 25 Ibs/acre
Agricultural Limestone - 2 tons/acre or 3 tons/acre in clay soils
Fertilizer - 1000 Ibs/acre (10-10-10)
Superphosphate - 500 lbs/acre (20%)
Mulch - 2 tons/acre (small grain straw)
Anchor - asphalt emulsion at 300 gal./acre
13B

NOTZCB
Pursuant to provisions G.S. 74-50 of The Mining Act of 1971, notice is hereby given
that Triangle Brick Company
(Company Name)
has applied on February 1 , '90to the Land Quality Section, Division of Land Resources,
(Date)
North Carolina Department of Natural Resources and Community Development, P.O. Box 27667,
Raleigh, North Carolina 2746V for a surface mining permit to commence mining of
Brick Clay c,n approx. .00acres located approx. 20 miles soutlbf Raleigh at Merry Oaks
(Mineral, Ore) (Number) (Hiles) (Direction) (Nearest Town)
near road SR 1011 in Chatham County
(Road Number/Name) (Name of County)
In accordance with G.S. 74-50, the mine operator is required to make a reasonable
effort to notify all owners of record of land contiguous to the proposed site, and to
notify the chief administrative officer of the county or municipality in which the site is
located. The property owner may file written comment(s) to the Department at the above
address within ten (10) days following receipt of this notice or the filing of the appli-
cation for a permit, whichever is later. - Should the Department determine that a
significant public interest exists relative to G.S. 74-52, a public hearing will be held
in accordance with the Department of Natural Resources and Community Development, Mining,
Mineral Resources Regulation Title 15 Subchapter 5B, .0021 .
R copy of the permit application materials are on file and available for public
review during normal business hours at the above listed address. For further information
call (919) 733-4574:"
2�5f9.�
(Date Mailed to Addressee)
Triangle Brick Company
(Address of Applicant)
6523 Apex Road
Durham, NC 27713-9217
15

APPUCAT fON MR A MINING PERMIT
AFFIDAVIT OF NOTIFICATION
I Howard P. Brown , an applicant, or an agent, or
employee of an applicant, for a Mining Permit from the N.C.Department of Natural Resources
and Community Development, being first duly sworn, do hereby attest that the following are
known owners, both private and public, of the land adjoining the proposed mining site and
that notice of the pending application has been caused to be mailed, by certified or
registered mail, to said owners at their address shown below, such notice being given on a
form provided by the Department:
(Name) (Address)
(Attach additional list if necessary) -
I do also attest that the following individual is the chief administrative officer of
the county or municipality in which the proposed mining site is located and that notice of
the pending application has been caused to be mailed, by certified or registered mail, to
said office at the following address:
(Name) (Address)
i
Robert L. Gunn , Interim County Manager P.O. Box 87, Pittsbo ro. NC 27312
The above attestation was made by me while under oath to provide proof satisfactory
to the Department that a reasonable effort has been made to notify the owners of record of
the adjoining land and the chief administrative officer of the county or municipality in
compliance with N.C.G.S. 74-50 and 15 N.C.A.C. SB .0004(d). I understand that it is the
responsibility of the applicant to retain the receipts of mailing showing that the above
notices were caused to be mailed and to provide them to the Department upon request.
February 1 , 1990 ��yy),v( n, / //f./ly/)
Date Signature of Applicant
If person executing Affidavit is an agent or employee of an applicant, provide the
following information: (Name of applicant) Triangle Brick Company ;title of
person e('x'ecut1ing Affidavit) Vice-President ^�' •1
I. �Lj" r Rie"et a Notary Public of �the Co"��((n t1'�of VJ�AAMWvrr�
State of North Carolind, do h 1ereby certify that yCtayy�a 1 h
personally appeared before me this day and under oath acknowledged that the. above
Affidavit was made by him.
witness my hand and notarial seal, this n of day of 191_.
Notary
C. Gormf�sicr e;!Piccs: � �2
7-

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•j...
. �. _ � 1
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i
4
APPLICATION FOR A MINING PERMIT
F. MAPS
1 . Two copies of the county highway maps and two copies of all mine maps shall be
submitted with each permit application_
County highway maps may be obtained from:
Location Department
State Highway Commission
Raleigh, North Carolina 27602
Clearly mark the location of your mining operation on the county highway maps.
2. Mine maps should be accurate drawings, aerial photographs or enlarged topographic
maps of the entire mine area and of a scale sufficient (see minimum requirements
listed below) to clearly illustrate the following.
a. Property lines of the tract or tracts of land on which the proposed mining
activity is to be located including easements and rights-of-way.
b. Initial and ultimate limits of clearing and grading.
c. Outline of all pits/excavations.
d. Outline of stockpile areas.
e. Outline of temporary and/or permanent overburden disposal areas.
f. Location of processing plants (processing plants may be described as to
location and distance from mine if sufficiently far removed)
g. Location and name of streams and lakes.
h. Outline of settling and/or processing wastewater ponds.
i. Location of planned and existing access roads and on-site haul roads.
j . Location of planned and existing on-site buildings.
k. Location of ail proposed sediment and erosion control measures.
1. 100 year floodplain limits.
m. Names of owners of record, both public and private, of all adjoining land.
n. Nap legend:
1 . Name of applicant
2 . Name of mine
3. North arrow
4 . County
5. Scale
6. Date prepared
7 . Name and title of person preparing map
Map scales must, at a minimum, meet the following guidelines:
SITE SIZ£ (From Page 2, Al) MAP SCALE
0-99 Acres 1 inch=50 feet
100-499 Acres 1 inch=100 feet
500+ Acres 1 inch=200 feet
NOTE: 'I11IS APPLICATION W1L.L NOT BE CONSIDERED COMPUTE WIT11OUT ITEMS 2a-n BEING
AD''EQUATE-L.Y ADDRESSED.
17

APPLICAT:rON FOR A MINING PERMIT
G_ LAND ENTRY AGRRRHFNT
We hereby grant to the Department or its appointed representatives the right of entry
and travel upon our lands or operation during regular business hours for the purpose of
making necessary field inspections or investigations as may be reasonably required in the
administration of this Act.
We further grant to the Department or its appointed representatives the right to make
whatever entries on the land as may be reasonably necessary and to take whatever actions
as may be reasonably necessary in order to carry out reclamation which the operator has
failed to complete in the event a bond forfeiture is ordered pursuant to G.S. 74--59.
Signature* f �• � JL1
Print Name: HOWARD P. BROWN
Title: VICE-PRESIDENT
a' MERRY OAKS - SITE #1 •
Mine TRIANGLE BRICK COMPANY
TRIANGLE BRICK COMPANY
Company:
*Signature must be the same as the individual who signed Page 1 of this application for
a permit.
Return two copies of the completed application and all maps to the appropriate Land
Quality Section Regional office serving your area. (see attached list of Regional
Offices) .
Tnquiries' regarding the status of an application should be directed to the address
listed on the front page of this application form.
1 F3

�.
� � l
y
C' a {

ADJACENT PROPERTY OWNERS
SITE 1
IRENE ASHWORTH
RT 1 BOX 238
NEW HILL NC 27562
CAROLINA POWER & LIGHT COMPANY
` TTN: JAY MULLINS
P 0 BOX 1080
PITTSBORO NC 27312
ALTON H & BILLY H ELKINS
QP O BOX 266
11 PGOLDSTON NC 27252
L GUNTER
_4 2711 SHANNON RD
DURHAM NC 27707
HARVEY D GUNTER, JR & MARY G
WILLIAMS
RT 7 BOX 207
DURHAM NC 27707
/JOHN & PAULINE HABUDA
v 728 DENNIS AVE
RALEIGH NC 27604
VMRS CLEON HEARN
RT 1 BOX 45
MONCURE NC 27559
J R HEARN
C/O CLEO HEARN
v RT 1 BOX 45
MONCURE NC 27559
ALLENE J KING
RT 1 BOX 551
�S MONCURE NC 27559
Q, JESSE C & BARBARA C KING
V P 0 BOX 164
MONCURE NC 27559
ARNOLD J & RUBY W LOLWING
` RT 1 BOX 645
MONCURE NC 27559
GLENN RODGERS & DEBBIE HART
RT 3 BOX 382
LILLINGTON NC 27546

_ Y _ _ .. _ _ _ _ . . b _ _ - _
_ _ _ t _ _ _ _
�_ � C � _ _

1,and Quality Secti....
Memo
Date: Time:
TO:
From:
Re:
Division of Um Resources,North Carolina I)cparltacnt of Envirunnetta,Health.and Natural Resouees

_ fJ' r _ - S• i I
-nf
\ � ! +
C
-

r
' REt=EIV�p
MAY 21 1990
' DESIGN DATA LANpnLLAWY$fCTI�N
AND
' CALCULATIONS
FOR
TRIANGLE BRICK COMPANY
' MERRY OAKS PLANT
SITE 1
rINITIAL CONSTRUCTION PHASE
DECEMBER 1989
r
unn,y�
' a SEAL I
14533
' Q0eF
91-•
«b. 19vo
r
r RAGSOALE CONSULTANTS, P.A.
' ENGINEERS, PLANNERS E. SURVEYORS
SMITHFIELD. LILLINGTCN, AND RALEIGH, NORTH CAROLINA
r

' DESIGN DATA
' AND
CALCULATIONS
1 FOR
TRIANGLE BRICK COMPANY
' MERRY OAKS PLANT
SITE 1
' INITIAL CONSTRUCTION PHASE
DECEMBER 1989
,,O jkN CARO(�Y�.,,.
1 jo
'ae SEAL �
14533 i.
' OB'••FNCI
' Feb, 1990
1
1

1 �I
1 I'
1
1
1
1
1
1
1
1
1
1
1
1

' vmFEREnICE::,MOT=T1 CA LILIA EZO:aOLI AMC %DIMFjJr CChITZG TLAIJLIIM(a ¢�sCc 1 MkgoAL,
`EvlMctitr g/,slrts
' - c7F>\'JLEI'j L2lV hlpT / EA (vu,\-p.lo9 pC
2A=1n1 ALA-/ (17RA) = 2 .rT3 A�
t %k,:��>);`GVi `E"d Ni�T STprJ�i=. CQGiS� 'rlEco GF\C�fiP�
�12cr' G- AL,40 .0 AGE
' = 12 ¢?_
�Ln✓F_.t 1T sTa--/C.,G TIT /4 rr Gam_?
' 4- i'
N = 2/a8 -244
21 I=Y
r�-4. l rn Inl.
Fr�+ FJ ���(.-6f 4- �2 c ;;.,. 2GG
2710 L -1
r r74 5F
U.13 ,AC. ,
G„> or_
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L`e�o' (Crazv�c-;r�oal Fer=:n>z- 1 .14:' r
su.� : �7. IIs CJ=SlLl4% o
P.vCizz ''• DAMc7S� OF C:= ?' I�5 A j q,, A V:'C / Cil CC NDj 7
IYti,f_ lid+" LFIIF ZV9eZ <tJ.L Lt_ PC.
BY__',T DATEl2A%R9 _ SUBJECT TM;AtdSLE_rr :y`J•) V; �__ .. SNIFFY
D. BY Hl,.t DATE?:1-nu _ MERC`i a1K �LMI 91 =-'.i . JOB NO=r�}IQZL_—...
'K --
T.PNIhdFE CAL, i r-A, ,orl
RAGSDALE CONSULTANTS, P. A. CONSULTING ENGINEERS _. _ .__. DESIGN SHEET

' CMcZGENC�? SP�UL.IA�� -
5Yc2kGG AVAl1_W'u Foz WnT�K. ( 4,1) = To,AL 2T --F_AVAIIs
= 5319 GF
27�e 10,24 GFc _ Fi319 =F I1�_: - 3.(OD CFS
MIti_
' = 10 ,24 GFS - Io. BI C.F"� - 3,cdj CPS
O GF
jJ0 6+�lEP-C EUC�-� SPILLWA� f,LE'c'v�D
r�nA'17iTt�V.t CNEcC_
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WEICa!=." n.F vdgr�:•_ �I_PLncr_ �.
= 2� .F4 LgS
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PV
' AmL4� TlifcQ e` � (ATE= (.5 n..�_� V
= UA45 T
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PEsA= s-/ .15 AG
N
BY__._„j't�_DATE_L �� _._. SUBJECT SG�iC`1:.u=_ IG ';}�[pj.;'(_ SHEET NO.—,�._._OF_lo,__,-
ID. BV_LR/n DATE_ MSL'Et,{: 04K�- PLa1JT -'='� --—_ JOB NO.=„__'-' n�___._ .
i.2G l.hC.= Ga!LIA LAY�rJ.i.,.,_
RAGSDALE CONSULTANTS, P. A. CONSULTING ENGINEERS __ DESIGN SHEET

PIT rll-nEu�lal -•, 3 yr TJEc-p _(,
Qj 1 SIrJE Sc�FES 12(c,b'L3 GF
MCI r &-At 7r 3�T-rCn+ D;rlr r.LS�o�-{s'•
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-
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= -?o'
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i';ST:. `:uG.'_t. �i� PE.-FORATc7 4.1;ila i,�2AJEL F;LTF�
F?-Or TpM I. J '- 4 FT 3 L: •-` i FT
VIA = to10.$
' .. VA = 13. 03
2;P-cAP G071-cT P-�7J rl p;1 '�ts lN;Ni�p4 AiLvJ4TT'-G GJIJn�'-ion
cFS
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cr
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KD. BY Rdw. DATE vI -w__ . -2`" xL _V'ILI :1'.rv�_ _ JOB NO, `=f oZ - T. 2I
- RAGSDALE CONSULTANTS, P. A. CONSULTING ENGINEERS _.. __._ DESIGN SHEET_

' N� 2R5 - �oa� � �yl Pr
L- 2crr-D F r
' lo.54 Mirt
ti,o= 10.3 n.!/ram
i=FP"I c IELI. C:'.G lc--:
cc3
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t_= low Fr
a2 r_GS 11 . 3in CGS .'. o�
Dc QloE r0 1-.:I.I FOr,:7C ;F' I•'ccs['^J-C',?•.
G.:c = - IL:I GGS
1 r-w.k-r47 i K.i._ Vw 42 .41 cF
TA'r_I<l4rE'v-
yI n' CT.4 FT
n.�.xr '�. Ia FT
t 4- bcA = loo P.0
C"oA = Gfo.32 OG'
lc�'F:s =18,ob cF
t Pli DIMeL1•-�lOhl�-'r3 GT rip \�-.
?/l SI nE. "-o Pam 36,'199 ::F
C - D
n
'. L- = 2(0lo FT _ $.
Tom. 14.4 MIrJ .. . .
BY_ U�A OAT, ,, __ SUBJECT' TC\NIJ_'. F.�_Y.PI:r J:'_FPA_j SHEET N0. 'y OF, /O
�KD. BY �F'�^ DATE-- 'a
'L I So T.1PJL4 OPIv�, PI_(.L1Y _ITE I___.___. JOB
DPA10 Ann C:ALl -Vt. :TILY.
RAGSDALE CONSULTANTS, P. A. CONSULTING ENGINEERS ' __ - _ __. DESIGN SHEET

irAGF-
'
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h= ons �
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BY._ OATEI i `.lo-_ SUBJECT SHEET NO. G OF
1 0. BY_Y'_t•=DATE I`iu MFPC4 fpk TAb 1 Iti _I __._� JOB
l'.C'4�NAi4 Ch1_(h T 'Y IG
RAGSDALE CONSULTANTS, P. A. CONSULTING ENGINEERS —_ DESIGN SHEET

GAMETETL - Iatl CMP ..
USE IS"GMP
h = o2 r-r
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ElJEC'ia=AIC`r' �.T'ILLy1Q�� -> 5,4W= II ,�iB 'F '
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tr : 19. 0 . Mla
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jND. By 'Pl.H DATE- 2.1 -qa_ M6 17�_ALt-=_.T' I_.-___. JOB ND. EF'-2 ' Cgil._.-_.._.-....
RAGSOALE CONSULTANTS, P. A. CONSULTING DESIGN SHEET

Ft.oA'TAT IonI CHEGI<-� VrJ =24.94 (f
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SUBJECT j� LiIE�+.C''(__ao_Y�>"GI_._[: SHEET NO._���._T_OF-10
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L-ZFiI_IAC-•= CJ�L::InLCTL�}.lr..
RAGSDALE CONSULTANTS, P. A. CONSULTING ENGINEERS _______ _ DESIGN SHEET

PIvE d[crmiT� ..
M II!Ir� t)N rkli_v�cT ': �n/.IDtnor.l
(MAX = e,43 G63
f.lo APeo1.l NEEDED
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I- i�VA= 0.09 LC.
FIT oeGP j
25�1 `�ui.g one } rj00 GF
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20 rT LJl.1Q - J
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- RAGSDALE CONSULTANTS, P. A. CONSULTING ENGINEERS _. _. ._.. DESIGN SHEET

A=C .Z4 Ac
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to Pr- WiGE ?%s>T�oN DIMEt�Sla15�
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C = o.B
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2-05 M,10
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tX.n,tiAGE cALCU LQTIEnIS —___--- —'
RAGSDALE CONSULTANTS, P. A. CONSULTING ENGINEERS -_____..__—__, DESIGN SHEET

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7- DMA=0.la� 4 AG -
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RAGSDALE CONSULTANTS, P. A. CONSULTING ENGINEERS ____ __ DESIGN SHEET

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�1ND. BY I.P/rn DATE e-/-90 �i omc6 P11UJT- 6i•' I JOB NO «O- ICY- I
G41llr,f t.iEl. GP,IL�.l1iT{Lv.{S
RAGSDALE CONSULTANTS, P. A. CONSULTING ENGINEERS _ DESIGN SHEET

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BY DATE SUBJECT ZzICL CW AISY _ SHEET NO. 2 OF IZ
�HD. BY Pi., DATE e-r90 MEP_P-`} C1&k.[ E-,1,AlT -C Flp I JOB NO, = ryy fDroI
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RAGSDALE CONSULLTANTS, P. A. CONSULTING ENGINEERS - DESIGN SHEET

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BY TATE OtAo SUBJECT 1F-44LVALI� Fr-3CV, CJDO.M 0.1 SHEET NO. —OF IZ
D. By obv,-.b pi_AjjT- - G f,rE I JOB NO.
ctD.
RAGSDALE CONSULTANTS, P. A. CONSULTING ENGINEERS ---- DESIGN SHEET

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CHKO. BY ATE 7 '1 L M .2`--' Qf_1 T. 'P:J-Nl- -p ; JOB NO.=FfnP`m�l
RAGSDALE CONSULTANTS, P. A. CONSULTING ENGINEERS — DESIGN SHEET

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�� f pfit
— t
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�—o# o}N;Sc���—� 'r . S S�__ I qi ,;; ! I -'_ t _j
° # (i ca c� o ° r
f 1
VA_._. LIt
... ..c
0 apt
as ^'. °' � � o ppS ' Fr t �. N lD V' C 0. NI- C lC .3- I, i
O 3-1 � i
n
J
3 . s
:_ J3 � _
a ! i Wu0 er
iP �7 ..0
3 L +^ Ll � oE3 � lJu
BY DATE Q SUBJECT IMJft F_ T e J CC✓PA I SHEET O._GLOF�
IHKD. BY OLn DATE
2-/-5n �E�-i=`r nl-i__, F� R.T - i �E JOB NO.-fm'fo001
CFIMIidr?L CRir_.y i .4 Ti OAi4�
RAGSDALE CONSULTANTS, P. A. CONSULTING ENGINEERS - DESIGN SHEET

9 p
D
m
f1 9
Co EL
a o SLOFF (/o� f I 44 o f 3 2 [ere o 1
y >
of+ .-ov O Q DI o.°9 0 oot 1 ;
+ t
D L Cr-�er�
EET�
o v Q , e4
L1E0.._�F 9
m Tc CMtnlXuzAl*1CGE .b,�� o L4
o � � � VoCF � ' 41 45 4S U
va TiHE GF.ILAVEL (M lr.l. ;42X
4' . 3 «� 0.3 -
fe rY^34
e ) 11
mi r INII,IC'1 - • ;__- . 1 ' . >t 3 �'.`� N1C, Pn171 r ! lr vAl*lt�Yc hxdT
I
m UNInlG .RfLCPTIF' _c_� e.._. Jc6
O S
z Y1 i
1 t o�i
o . _.... a .. .. . .....r .. ,.
I_
I
N i S L _. ACCXYf IGf i I _.. . 1
i
t
m
y

1 I ,
� d6c1 =c` d, sc
0. 5
pOc)
P ,
L
1 r _ 1
1 I
I
f 119
T O'.. ._..
JI
OC-
r
I
1 P
! I i
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Sv. of cd r a td"d
E O 1 � 1CY
.�
F
1 j yi 1 t o �-o. N m b fi- c dl ir, �i wvl C NC I#�, 0 � nJ' ..
61
c ar O� N (" -� 411P ....,. �. C..O
1 1 }
Z
1 lad
jt 11 � . onddd� 4
Y T- " m 7Q a � � t- 1
� Ir
oI
" ` � V vWWpp ;...e J `.i t ... ..
...1 7' � �r'Wi f LL ..9}- fl u ate : _ U . , ..
�x
" 6OI..4 J� y7-F .iv " J' uv u:�r 41 y
CLMYi DATE SUBJECT SUBJECT -MiWC� IF_ $e12✓ G MpAA14� SHEET N0. ' IT OF L
1�AEZ2'% rd Pl_AI.,Y - SITE 1 JOB N0.5EOD�/ocG1_
■ GkWLIM.El GLII'yLAMc-1
RAGSDALE CONSULTANTS, P. A. CONSULTING ENGINEERS '. DESIGN SHEET `'

1 V l( ,
I.qd g� . .... Y rt I
d
1 !
1 * w
4
n 4 ID � a
lL I �....{.._;
oN
IH o a t 7,4 r Z N
Ol
i I
t
t a
I
Ia k
l 4 L Im 6 �
- L v0-..£W " iSS 1
Lj -211zU -Z.
i L Vt-
1d 1
ay .�.0`,�u'-1.�J�
BY DATES I'e% SUBJECT AIJf4f ZP-IUL 5-0MPA1.1`7 SHEET NO. 8 OF IZ
�1KD. BV OP .n DATF 2-; fn �AEGK+? clwc6 n-Afal - SIi I JOB NO.�ECDN C I
GHAn N17� cA AT cf.1
RAGSDALE CONSULTANTS, P. A. CONSULTING ENGINEERS - DESIGN SHEET

-
1 Sl � d � oc �; � DProo � KiP
IC 0' OO O NOON NNE CNON
I
. It
OI6 c, sea : N .t0, m' dc - 0d < 0"Vi. 000 "r
I
Q
i
1 I �
I R c l�1
n h c a
ii
t a} a,.�� I ... . ; to A'�d-
of Io +0 n Koo'r ncc; ��
1 ! Y r ,t R 1 -
�
I u`�
r .J o..,EuFE vWld ti
f-
Q J v 1I
BY SUBJECT TRIAnf61LE P. ICIC LOh1il'AU`r' SHEET NO. 'a OF IZ
f�MKO. BY E ��+ GATE Z ' "'IJ I�FS�J-La' CAK-a JOB NO.� T Zf -
■ Cl-1AAlnlrl . C1+L.(`UI_f1T,'JUC�
RAGSDALE CONSULTANTS, P. A. - CONSULTING ENGINEERS DESIGN SHEET

� I
� .

i
Eli
S J
' W ckill S c.
m O '
O .°, o Cn [' D N, P O J o 0 0?
o
i 0 cp 1
n � itit 10
p
1 _ e' C7
Ell- 1lit 4-
-a
Ss n :..y __ . ..:...
r p c Li r ...'.
Id
O
Lul—
�.. T 1
n
r c
i 1 o i
.
-C•l N a-- r
-
' - O r � 1 1 � St
j_" tl
C, OaDN '_� _cr ,9L aOh ' O [
r
_ r
�._� 2 Z r 1 ir I,
C -
I. .. r W J ir. - lr1 i. ._ 1{
S � 14 _
uj'- Y2 �
i d �.-g V W 7 f' F, p a U p 1>.
W 6 (�[
BY lq DATE�Z SUBJECT -T21 A AVisJ c-- —MicjS CAc;t4 k.11'1 SHEET No. Io - of IZ' ._
�IKD BY '°'� DATE it. 1 -9n MF-IF F.-k= n4zs PIPM1I T' - £tTE i JOB NO. �
■r C,1n19nt= L GALr LA Anord.5
RAGSDALE CONSULTANTS, P. A. CONSULTING ENGINEERS ' DESIGN SHEET

e

,
C n J .. .
i" to
d' po 6 -9 c9 pti` t} m NN [� = Od < OUl OO p9'
r-
d� _� N :.� _. . . .
P .._ 9 . .
0' tin
O 'n Ned tl' M!4J t0
x1
1 d 4—
on N D lr' Q-F u'.CQ h� cJ ql
' ILL o 00
A'
0
4-0, i ..
I
I I
c 9 o c c ^ o ,
' ' � `� 6 QooN ° N �, N � co .air� ciOd � Cla � C1' o�
m by
4-
-2
Ivy_ �_. k
I u
s .� W ya1 �7,-• W �
7 7_N. . : L f_ o.-E vs E•" U W U. .- _ . .
)J JQ
V DATE o1�Ie�eO SUBJECT -IfAM�L£ 'EmiJ cots --PAmLi SHEET NO._ I, _ OFJ2—
HKD. BV nil^+ DATF t-I-O„ ME n[ac,S, P -kKAT - OITE I JOB NO. ErP_x�!
■■ QuaFari� cav,. nr,oAis
RAGSDALE CONSULTANTS, P. A. CONSULTING ENGINEERS — DESIGN SHEET

1 _
0 Lt' -
0.
.. O14)
r _. _ ....
p r
1 O -
o . p-
r
0
P
°l: S C d 6 .Q a� +. 9 T. O 6;�- U N .O �.Q..A N W -
�
0.
i 1 -
I i
N`6 O. �
� M a.
ilt T
� 1 _
� o o�
II
q
nIf
l \ll J_ sue' �1 J ,
' ko I N u. 9'
I
�j
t610
ko
Ilk
F � a.. Jd1 � .u.fvsJE "6W7 �Ly^ _� Wk, z
OV U V v v . .
fly lX " OAT n 01 l� 0 SUBJECT TP_I I•l C-
.I Cti.'F.. EMACY O>".FY:I.1•-f SHEET NO. OFF_
WKO. BY �9/✓n DATE ZIO'D NpsFV t>l.e.'_, i': (vJ r' - JOB NO. `1=m=:�i>I
�-111 K1=I_ (7AI LU 1_AT OM1.I `
RAGSDALE CONSULTANTS, P. A. CONSULTING ENGINEERS _ DESIGN SHEET

' PIPE �I
QN = 10 Tc = 10 Ht.l .
L = Ss0
— u
Quo = Co.4 �C7.2 �(L8� = S2 or�i
1
' W6AJI.fEL A- P>
Au= Io ' T- = � MiKJ,
7
Gu/��Iti1aL GI�IErJ'olor.i A - r'� Cl�lo LK )
C,"ZQQeL,
n = o. 02�
1 �� 2.Q: FT
A = 0.25 s�
= oe2
� = S,&& w�
1
1
DV _P-2r ._DATE/!_„ SUBJECT 7KIClNSiLE Vy--------- _ SHEET NO.
c�D. By—I DATE-57-zf - — V oer-lco --- .JOB NO.
RAGSDALE CONSULTANTS, P. A. CONSULTING ENGINEERS _. _ ._ — DESIGN SHEET

GHGr`IUEI_ G-� ��40 LF
I G =0.4
4L4 = 282-OL5= 141 -r
L = moo '
( I.7 SYA 0+,n�O To sro I +2o Qo = 2.9 cis
CI�d.1tilcL Duilcr_r:10�5_,
GUGrJNEL ��/u��J _.O
o,0208 FT/Pr .
4.12 F-r
A = 1 .0 <_p
r = o .2a
LX J.: J GF=
I u
USE 2 � sTa.;`. l.,i•'� 2
I �2✓ sT0 Il'LO T'7 1 +50
Ic�>J� DI.�✓ C-il �lol�l>
:3ID� GLL? X. = 4 . j
L`E DATE`� a0 SUBJECT Tbl�4 V.L� i'� _ SHEET NO.-
KO. BY f�j_DATE S� /-`ID �I' Ll,L P11C'11JE1J- _ JOB NO.SECAD
RAGSDALE CONSULTANTS, P. A. CONSULTING ENGINEERS. DESIGN SHEET

.A - 0-7I sF
E - 6.20,
0 ' 5.75cf
' v 532 PP<� > 4-FP:s �Tor�E L1,J uJ�y f -Z� 7
L(ydfJ f�I�jTi� �l nlCl /`�T11/I TIE'
' GI1'1-f
n = o.o3a
' OEP'H 6..4"7
�Jt- Mall jrJ r'r�''
ST41+50 TO .ST4 ?-1+.A0 — QIe = fJ.'L9 Cc�,
CI-J,G.0 h.IEL DIrsIEn!-r.!or�S
\UIjT>v,Q rJEPTN � O.8
' n o,02S
\/ .-_ L.24 rV_ >
1
2.d^ 08 )Co.olas� = o. y
Il F±Y fr _DATE /� 'j SUBJECT rz1=+1��L�G
�__ _ SHEET NO,
C D. BY /1�_DATE_$_z.LSy- V(�>J�_ r''�^'��IE-F� .106
RAGSDALE CONSULTANTS, F. A. CONSULTING ENGINEERS __ _ DESIGN SHEET

IP
T = C62A_ ��' �(0.0105�= o•cnv < 0.8 a ovao�
n -
Ac
L Z^Jam' J
10
O-k- o 'v .TzN 1 +4CD 0.2 GFs
Gryy.l rJ cL r�ll.�[';-yJ'�IOr I
>LOP�- - U, 042a
\� 24
SUBJECT TT1 1 y!- f r7 . �, _ SHEET NO._4___OF_
KD. 8Y hon fE_ 'z=_�[— �I.�:�h..c:� �_��: .JOB
�RAGSDALE CONSULTANTS, P. A. CONSULTING ENGINEERS _ DESIGN SHEET

' GNaI-1�1r� C� - � GOrJT.
Z) STA +4c� T� ? 4or7 Q o = 0-42 cam;
' CN/�nl ti�Fy f�rMEr-��IUn�
\\/I r T 1-1 = v
04—
.4 ��o.l3i(o. oa59 `, =- I .O (a rxk sroJE 51ze )
M/_\G. E1--r01.1� ��IZ.I; I �����L.= �• '� cam. `
1
\VIDT'N - O Q = o. IG
_ c>.4 C�� - .. ..
j c�62.4JCZ .Y0.'a5al ) _c ?.)I < 2S G��.w�•.ign.�E F-c�G
1
SUBJECT ...TGi �_i'r_ GI,!1�'-_______ SHEET NO.._.�J.__.._.__OF,
��'. _.
KD. BY_ARG0k�_DATE,_ S Z/• Su _ :�r� l ¢� I .IOU
RAGSDALE CONSULTANTS, P. A. CONSULTING ENGINEERS ___ - _ _ DESIGN SIIEEI'

0
c? es o '4
Ia- ?, T 4r^,...
' Gl-iC�`6L iOIM EI�-Ib y=�
1.40 PT
0. 12 SF
F2oti� G�L�iE �� �A
' Mr„t S:orJc :SIZE 4.2
✓JEDprrJG TUIG4�1.!=�5� 1•�G.' ) = l0.31�
' (GNarG !_EIXIJ
M/P 1.4?� Fr
' �.:✓N/_yam
1t .
1
1 nn -
-_ OATIP 'Y iy C9J SUBJECT �.J / ...�V GL , .- SHEET
KD BY /-✓r.__HAI'[ $ f.C'Srz V i 1 .� iJ" J4J.�G .JOS .._....._._
RAGSDALE CONSULTANTS, P. A. CONSULTING ENGINEERS __ DESIGN SHEET

1
1
1
t
1
I
1
1

GNaJr,IEL P - E
jL0 =2& 7 Ga h�i•�.
L >
1 �-lo = 7J/'r
' Qo _ (0.47(-1 ) (1 .7 ) = 4.710 G
' GN61JtileL pIF-�Iu.SslotiJ
4.1b7 FT
�jIDE SLOPE = 4% I
4613 er -
✓I`0•U•L� V = 4.3q 1=P`> > Q-FP� STonIE
F�is SroJE SIZE > L5(36 � - SA "
' FJErJr HJCT Tr11GKr1Ef� . =. 1.5 (54 � = �.111
DFaru = • 57 wp 47o FT
5117E sLoPE -
\VIF�fLI = d IZ _ 0.28
1. CµEGK 5F1E1a2 �TPL-S:, .
T= ycis = (6,z.4 ( 57X.o33 \_ 1, ! 8 < 2.s ALLnwaP�LE
1
1
6Y_ �KO- . DATE 4 0 SUBJECT -7 I.�I I' L� I/C�LI K—_ _ _ _ SHEET
�KO, BY,_tctN___OATE_$�?! _�/1J _ �1=�Lfj.!� P�/ E��..__� JOB NO._S��'�-•""'�-'_
RAGSDALE CONSULTANTS, P. A. CONSULTING ENGINEERS DESIGN SHEET

GJa� E� j -N
1 A2eA = o.w4
C = o.4a
�O= 2�8-25a =20' T� = 4w a
L= 320' J
C0.4
1
IG11pA.1 til El, �IMEhIGj 101.1�
\\4 -7E-E�L pEPrO 0. 42 \\/P = 3-4c FT
SLCJFr, 4: 1 A . 1 I sr-
wlC7r-N
LI�Ji�G;
((0244 x.4zi Y0,07 ' 0,71
1 L15 E 2 r c�i 1LF7.a-i_r__
Mai �oaE gt2E = I,5C2: = 3 �
1 Y)
1 PEPrH = 0. 41 I VJP - Q-.3g Fl
c. -77 < U.8 4•LLo.�ap.�E
//
,_Pow—DATE 4�Q_ SUBJECT Tvf E :�� SHEET
CHnG. BY_��,r�y�OATE_5-21 •4J ___\CIS L)Al _�o?21ZI 5LL JOB
IRAGSDALE CONSULTANTS, P. A. CONSULTING ENGINEERS __. i _ DESIGN SHEET

6I4z 4QalEL. L - M L F
Aug = d- Epe GL
G =o. 4
7 ) (o.>�z ) - 1.462
' � G�-ltLJrJ Eti IiIP�EIJ'�IorJ .
vz,n: z 0.26 ' vp = 2.31 GT
StoFE = o,og14 'lr-
�GN�I� L:EPTFI ;i.
\vP = 2c�17 F-r
0.r:;IzsF
C�) 17
SWpE ' . O'i 14- I ,4a Gr.
T- `,��5 = �62.4- �(a.=..e i (.0n 14 05 <� 2.E IUv!GF�E
B, DATE d/�l/ SUBJECT T�1(�fy.aS ��%';[.{ SHEET NO.__I______0F_IS _.
orxU. By JOB No�
�AGSDALE CONSULTANTS, P. A. CONSULTING ENGINEERS DESIGN SHEET

GN�SwIrJEL. til —o ( 14o LF �
' G = 0.4 r
pN = zzd4 - 2sv = g T4 = SNd
L + 2
Qo _ (0.4 N(3�. Z 1 ,02 CFI
' GuaIJ iJ�V i�IMEI.1510h1��
' \V,6,7-1EF2 r�PrE4 - 0.27 '
Sl C,4� 4; 1 A
�VIt�Tu O 2 = O.I�j
n = 0.c25
y
T-=l (Goa
2n
MSC, SatilE SI Z� 15 C3� '4.5
r�'EP7rrJ:� -rI+ICLrJGSS, -. LS�4.57 = G.�S
1 17 = O.O&iS C3 � �/6 = O.o4-7
u/P = 2E0 Fr
hlr�6 GiLOPE = 4: A o.4(� SF
\vlrrN = o 2 p. 1 co
' L PE = 0.0571 FT/Gr Q = ,Or7(F>
✓1 = o,o4-7 V = 7.27 FPs
"r= yds = G2,4 (.�a�C.o��l ) � 1.21 � 25 ALLao/lp� wy.
BY SUBJECT SUBJECT ��-J(,ZhK.� �y�C/L✓ ._ SHEET NO. y_ OI°_ I�
IHKD. BY�DATE 5`-2f -FZ ,__ ��� /-P�.r21.E.� JOB NO.�LWJ�OS�i/_Y��.�_
RAGSDALE CONSULTANTS, P. A. CONSULTING ENGINEERS DESIGN SHEET

e
0

1
LZo LF�
Ate= zvla ,�
nFl 14 TL -
L = 170
ti P� 'N/4NZ
Qo = (o.4 )C8
IGFI,CaJr.1F=L DI�I E7�I5!Oti
sloes _LOPE 4= 1 .4 = 0.-z
n =o,o2� v _ 2.5 FrP -, > 2.5vPs
L'rJ 'Nq ill_-Q: >
n = O. C45
\/P = 2.47 F'•
I7e lAOpc = 4= 1 A = o ac�f
�vlr�Ta -o Iz = O.I�j
� - 0. 5 v = 1.5tFas
1
o2.4 C J Co. 0401 = 0.00
1
1A.� � �
BY f-`�G DATE 4C�,/3O SUBJECT -Z4� SHEET NO 11 OF IrJ__-
C C. SY-7—ao DATE .SL/ JOB NO_SECO_' 'cOc1�I—
RAGSDALE CONSULTANTS, P. A. CONSULTING ENGINEERS DESIGN SHEET

1
1 GNAIJI�EL 2 -� �4� w )
1 Qo = Cv.4 Y( 5 C.41 = 1'31 GF
1 <J-- 41.1 hIEL f�ll�l JJ��101�I
1 D.%�cR CE=�•.: -- 0,27' ��/P 2.2� PT
0.29 SF
_ 1. 24 6+<r
= 0. 04 V 4.25cP- > 4 Fv
STDrJ6 LI!JuJa
1 rIL.�Jt�i2£I�
1 rKo4�, GJrNE �� 3L�
1 Mph 5Tv1JE �'Z5 `- 1.5(6� = 7S°
P>F.G r•Iq De�TN = I.s(7.S )
1 CGuecl� DcPI`h� _
1 �Er� a D. 3�' r✓ = 2.a-7 Fr
Slrz 5L0 4 : 1 4 = 0.52 SF
wlc;y"ru = 0 rZ = 0 17
V
SUBJECTJ I SHEET
cHxD. Bv_�(?,z'h.C_DnTE_.. S=2L_�a_ _.__.—....�!_SV�.=1�e?�E__.___. JOB NO
_�tAGSDALE CONSULTANTS, P. A. CONSULTING ENGINEERS _ _DESIGN SHEET

GNfa� Ei 7- J C2in I.F7
A2EA = O.3Aa ,
4mw
L = 2 �r>
CJ C6-24 )C5 � L�> >
' ClIANr.IE^L f�rME>`l jlo�
PT
' Si SL. = 4= I A = 0.2�i =A--
WrC7"rl-F b., R = oJ2
5u01� = Oo�nCo-7 . Q = p.g4cr-,
L r ti�rJq
SIB SuQ-,ts 4: 1 A = 0.44sr-
' wiG;ri = O P_ _ of c�
S Lope = O.ry,=/�-r Q 1 .03
n _ o.o4s f =
c :z Fn 2 snzFs
C62.6 1 .37 G. 2,3 /.Ll�w�4i3L.E. Fae .
u•r__ lSIZt= DATE_`'7 : - SUBJECT T2 4t6I21L. SHEET NO.
�KD BY- 2. 2`m_DATE S-L/-F�_ __1(1_'ztl�L j1%'•[�(ylp/L -- . JOB
RAGSDALE CONSULTANTS, P. A. CONSULTING ENGINEERS .. _. .— —_ DESIGN SHEET

1
1 gTZMEN41..h- GNL�r.1r.�1=L
STA, STA, Pi G SLG:E' MIrJ. I�1ti1
1 cuaN E rem ro A [Fr) CFr) Pr/Fr d50 D
(w)
1 A-D O!A7 I+qO 4_ 0.25
C-6 0+-09 11,W 4 0.5 v 0.02C5 2 4.5
1 1+4JJ I +-s ¢ 0,42 O 0 0667 5.4 2.IS
I+S'b 9�+40 4- I .0 O o,oloro 2 4.5
1 0-E o+cx-� 1+-4o a 0.15 0 oc4Z9 —
1+40 +1X) 4 o.v� O 0,oaa9q'l 4.4- C1,9
1 F-4 0+10.0 21 cco 4- 0. 18 O o.cc ',t 2.5
- 1 N -I 0+00 G+02) 4- 0.Lb7 O 0.0333 3.L 6.1
�_ K o4a� c +oo 4 0.41 0,02,00
1 L-14 o+cn 1+7S 4 o3co 0 o.o914 4,c,, I0,-! . :
1 IJ -O 0+00 +40 4- 0 0.osll 3 C�.'f5
P-Q oar oano 4 o.°-O O o.o42q 2 4.6
1 R-5 0�cxm 1440 4 0.z � O 0.07GPI S r1 .26
1 T--u O+oo 2-4-0 4 6.'� O O.O h6'7 = ,4 7.h5
1
AP;
1
1
F _ DATE '+ a1���0_.,_ SUBJECT _T�IG0I.LIs,_P�IC! ___.-_.._. SHEET N0._-I�-_,_OF_j-'!-__
DAT=_. 5=2LFv_ _—�/I�UGL__�G_YLf4 __—_ 103 No.
RAGSDALE CONSULTANTS, P. A. CONSULTING ENGINEERS DESIGN SHEET

� j
1

' Sroae cuFcr_ Dv� A' ��CD -G\)
L = Leo
7.0 /Hz
' Torpt_ »EIJJrx_�r7 �Ea= O.q2 A�
' �jGi�l�1 Ji ZG
R2EJj P�Td�I = �G� �F
p z� Tor
�Slnl COL. (&E37 Cr
wstz_ Lt=rJG?7-( \vl-ru .Pf�aei�
4= 3.36-7 (.L I �
V
1
1
1 /
SUBJECT l eil�., -(>_IyL __ SHEET
�NKp pY . _.. _DNTE _ _-.._ \�I 25IP✓ � :�1 _..... JOB
RAGSDALE CONSULTANTS, P. A. I CONSULTING ENGINEERS - DESIGN SHEET

inMPo�'l.J'_<< =_c.Dl tiIEUT -r¢Ap q -
' PIT FT pEF9
4-/t StcE. '�.oct 1483 GF
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N.C. DEPT. OF ENVIRONMENT, HEALTH ,
AND NATURAL RESOURCES
�� P.O. Box 27687
s Raleigh, N.C. 27611
FAX: [phone]
-509ho
TELECOPYTO: Pkv- KRIw✓ —TMAyb Fsn-uk- GOI<�
FAX NUMBER: 9/9SYy fI°`r
FROM: IAA<-Y DAviS -Lt2S PHONE:
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DIVISION OF LAND RESOURCES �''`'� `"`-'
Raleigh Regional Office
May 11, 1990
MAY s lyll
MEMORANDUM �,N r
TO: Tracy Davis, Mining Specialist
FROM: John Holley, Regional Eng veer
SUBJECT; Review Comments
Revised Plans
Proposed Merry Oaks Sites
Triangle Brick
We have reviewed the subject revisions and offer :he following comments
for your consideration:
I. Screening issues appear to be satisfactorily addressed.
2. Emergency spillways have been shown in the fill sections for the
sediment basins. They must be relocated to -atural ground where
possible, appropriate armoring must be de=_igned and detailed.
3. Perimeter diversions must be "cleaned--up" as necessary to ensure
that they clearly depict their intended plan Lo direct all runoff
through the basins. Several diversions were partially erased during
the revision process and at least one shows -he diversion running
through the dam site. In making this change, the location of all
emergency spillways must be considered. Alsc, a note should be
added to clarify that the diversions surroun--:ing the basins are only
intended to be in service during basin const:-action.
4. Sediment control associated with the berms north and east of mining
area M-1 (site ail) is deficient. Silt fences should not be used
along the downhill grades where diversions can be substituted to
direct flow to SCD-A. Silt fences must be e::-ended where
appropriate to ensure that the runoff from t:-.e berms will be treated
before entering natural watercourses. Protection must be provided
for the north berm unless the downstream watercourse will be
rehabilitated after completion of constructi_n.
-5. Although not addressed in your letter to the operator, I still think
that rehabilitation of the watercourse through mining area M-1 at
site #1 must be addressed.
b. All proposed stone treatments should be specified in accordance with
NCDOT standards and appropriate thicknesses.
7. A permanent diversion channel must be addres-sed for site #2 where
the watercourse below basin 94 must be diver--ad around basin #1.
This construction must be reflected in the se-quence.
If there are any questions, please advise.
JLH:ga

r' -
R
RAGSOALE CONSULTANTS, P.A.
31OE.JOHNSTON STREET - P.Q.BOX 1749 - SMITHRELO.N.C.27577
TELEPHONE 191" 934-7154
May 21, 1990
f?E Ed VED
Mr. Tracy Davis, EIT 14AY 2
Mining Specialist ��90
NCvision of Departmentand of Enviurces ronment,
Health LA" (11lgC1Ty SECr10N
Health and Natural Resources
P. O. Box 27667
Raleigh, NC 27611-7687
Re: Triangle Brick Company
Merry Oaks Site #1
Chatham County
Dear Mr. Davis:
We have revised the plans for the above referenced in response to
the Mr. John Holley' s May 11, 1990 memorandum to you. The
revisions are as follows:
Comment Response
1. N/A
2 . We have relocated the emergency spillway to undisturbed soil
where possible. For spillways constructed in fill sections,
we have added details which indicate the appropriate
measures to be used.
3 . We have cleaned up the perimeter diversions to clearly show
the intent of the design.
4.. We have added temporary diversion ditches and sediment- traps
to control sedimentation during berm construction.
5 . Drawing R-1A has been revised to include stabilization of
the drainageway across mining area #1.
6. We have revised all referenced to stone sizes to conform
with typical N.C. D.O.T. standards.
7 . Not applicable to site #1 .
ENGINEERING - LANDSCAPE ARCHITECTURE
SURVEYING - PHOTOGRAMMETRY
RALEIGH OFFICE:SUITE 360 WESTCHASE OrIE.4020,WESTCHASE BLVD. RALEIGH,N,C.27607(919)832-6065

Mr. Tracy Davis, EIT
May 21 , 1990
Page 2
Two (2) sets of revised plans and design calculations are
enclosed for your review. We trust the revisions are
satisfactory. Your rapid review is appreciated.
Sincerely,
Robert L. Massengill, P.E.
Project Manager
RAGSDALE CONSULTANTS, P.A.
RLM:dlb
cc: Mr. Pat Brown

land Quality S Iiun
Memo
Date: 5/1fhA Time:
To: robe.
From: JO&I tAwd;
Re: b FA,41t.-
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LAe t
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FILL IN NAME AND ADDRESS HERE
FOR RETURN IN WINDOW ENVELOPE
I
-FOLD -FOLD

RAGSDALE CONSULTANTS, P.A.
310 E.JOHNSTON STREET - P.O.BOX 1749 - SMITHFIELD,N.C,27577
R
TELEPHONE [phone]
April 11, 1990
Mr. Tracy E. Davis
Mining Specialist � ����
Land Quality Section
N. C. Department of Environment,
Health, and Natural Resources APR 161990
P. 0. Box 27687
Raleigh, NC 27611-7687 LAND 0!1At.1CY SECTION
Ref: Triangle Brick Company
Merry Oaks Site #1 Mine
Dear Mr. Davis:
In response to your comments of March 27, 1990, we offer the
following:
Comment Response
1. Visual barrier berms have been added
along SR 1911 east of the existing
sawmill to screen the mining area from
view.
Regarding visual screening along SR
1911 on both sides of the entrance,
Triangle Brick Co. wishes to leave
this area unscreened so that their
front lawn and buildings can be seen
from both SR 1911 and US 1. Their
manufacturing building will provide a
pleasing appearance as shown on the
attached artist' s rendering. The manu-
facturing building will be large
enough to visually block the mining
area from public view. We therefore
request that you waive the visual
barrier requirements in front of the
plant.
CIVIL, ENVIRONMENTAL, & STRUCTURAL ENGINEERING
LANDSCAPE ARCHITECTURE — LAND PLANNING ---- SURVEYING
RALEIGH OFFICE: 5009C WESTERN BOULEVARD RALEIGH,N.C.27506 (9191 951-0605
ULLINGTON OFFICE: P.0. E30X 7BO LILLINGTON,N. C.27546 1919E 893-2156

Mr. Tracy E. Davis
Page Two
April 9, 1990
Comment Response
Regarding visual screening along
SR 1912 at the old logging decks,
we have added visual barrier
berms at the rear plant entrance
and at the other logging deck
along SR 1912 . A typical visual
barrier berm detail has also been
added to the plans with
appropriate erosion control mea-
sures.
2 . The diversion ditches have been
extended as requested. We also
revised the construction sequence
to state that diversion ditches
are to be extended to correspond
with extending mining areas.
3 . We have checked the flow direc-
tion in the diversion ditches,
and we adjusted some of them
to insure proper flow. Others
that appear to run uphill on the
existing topography will be cut
deep initially, but will not
appear deep once the uphill over-
burden is removed.
4 . We have revised our diversion
detail to provide for larger
diversions around the mining
areas, with intermediate stone
check dams to control velocity.
5 . Acknowledged and revised.
6. Riser/barrel structures have been
adjusted as required and the
basin designs have been adjusted
accordingly.
7 . Acknowledged, the detail of the
temporary sediment traps has been
revised to indicate the height of
the lowest point of the spillway.

v
Mr. Tracy E. Davis
Page Three
April 9 , 1990
Comment Response
8 . We have added sediment basin 4B
for the third 10-acre mining
area.
9 . Appropriate seeding and stabili-
zation information has been added
to the details.
10. Acknowledged and revised accord-
ingly.
We trust our response are satisfactory. We are enclosing
herewith two (2) sets of revised plans for your use. Please do
not hesitate to contract us if you have any questions.
Sincerely,
RAGSDALE CONSULTANTS, P. A.
Robert L. Massengill, P. E.
Project Manager
RLM/sp
Enclosures
cc: Mr. Howard P. Brown

w
' a a Sri a
State of North Carolina
Department of Environment, Health, and Natural Resources
Division of land Resources
512 North Salisbury Street 0 Raleigh, North Carolina 27611
James G. Martin, Governor Stephen G. Conrad
William W. Cobey, Jr., Secretary March 27, 1990 Director
Mr. Howard P. Brown , Vice-President
Triangle Brick Company
6523 Apex Road
Durham, North Carolina 27713-9217
RE: Merry Oaks Site #1 Mine
Chatham County
Dear Mr. Brown:
The initial review has been completed on your application for a mining
permit for the Merry Oaks Site #1 Mine in Chatham county. The following
deficiencies were noted in the application:
Ck4') The proposed fifty foot (50) buffer zone alone SR 1911 east of the
existing sawmill is currently cleared of vegetation. Visual and noise
screening (i .e. trees planted at staggered spacing, vegetated earthen
berms, etc. ) must be provided in this area for Mining Area No. I.
Additional screening is also needed along SR 191.1 on both sides of the
mine "'entrance road • to the site. Please indicate the method of
screening on the mine map and provide appropriate details.
Furthermore, any old logging deck access points along SR 1912 must be
screened from public view.
The temporary diversion ditches indicated on the mine map for mining
areas M-2 and M-3 must be appropriately extended along the perimeter
of each mine area to divert sediment-laden runoff to the corresponding
sediment basin.
l.Igf The majority of the diversion ditches connecting to the sediment
basins are shown running uphill and must be revised accordingly.
No design calculations have been provided for the temporary diversion
ditches to ensure that they have been properly sized and stabilized
with respect to their corresponding drainage areas.
P.Q. Box 27687, Raleiiii, North Carolina 27611-7687 Telephone [phone]
An Equal Oppormnity Affirmative Action Employer

Mr. Howard P. Brown
March 27, 1990
Page 2
Although the sediment basin calculations appear accurate, the designs
have not been adequately depicted on the mine maps: The basins' dams
and spillways (including the emergency spillways) must be clearly
indicated ' on the mine maps. In addition, temporary rock filter
basins, or other acceptable alternative, must be installed and
maintained downstream. prior to and during the construction of each
sediment basin to prevent offsite sedimentation. Please indicate
these measures on the mine map.
The construction of the riser/barrel structures will not be practical
for Sediment Basins 2, 4 and 6. The risers should be' at least twice
as tall as the diameter of the barrels to ensure an efficient
structure with adequate perforations.
The intended height of the lowest point in the spi 1 lway section for
all Temporary Sediment Traps must be specified. A trap depth of more
than one (1) foot will be needed.
(£Initial sediment control (following stripping) has not been provided
in the corner of mining area M-1 southeast of the Overburden Storage
and Temporary •Stockpile Area to prevent offsite sedimentation.
,(9�/Where channels are designated to be "bare earth ," it should be clearly
noted -that-.said channels will be conventionally seeded, mulched and
tacked as a minimum.
(ap, Based upon the review of this application by Mr. John Holley, Raleigh
Regional Engineer, Land Quality Section, the dissipator designs have
been ':found to be deficient and must be revised as per Mr. Holley' s
recommendations (copy attached) .
In order to complete the processing of your application, please forward two
i2) copies of the requested information to my attention at the following
address:
Land Quality Section
P. 0. Box 27687
Raleigh , North Carolina 27611

Mr. Howard P. Brown
March 27, 1990
Page 3
Please advise at (919) 733-4574 if you have any questions on the above.
Sincerely,
/A
��-
Tracy Davis, E. I .T.
Acting Mining Specialist
Land Quality Section
TED:se
Enclosure
cc: Mr. John Holley, P.E.
Mr. Robert Massengill , P.E.

.J
8. Where channels are designated ".bare earth," it should be clearly
noted that such- features must be conventionally seeded, mulched &
tacked as a minimum. Further, the "fabric lined channel" detail
should- indicate that the netting will be installed over mulch.
9. D ssiparor" :des' g'n's;,°areadeficient .="5`ome'p pes"'ti'aver'not':1ieP_ provided'
1.withtidi•ssipat6rs. when_ hey 'appear,:nacessary. When- the design charts
can'nnt' fiie'-'uzeail :tithe actual:=outle veloc'itymust be, c`o�iputed:.. Where,
rn -•..z.,..<• �.,y _ w.. -a dissipator _ s required',sthe des'ign v.^discharge,'must:�be ,�increased..as
necessary-=to=l'read-ctWOcnar`ts".=-Based__.bn'thde 'submitted.-data; the
fo_1`,1 nga-adjustments] areTrequired-r:as -'a',,minimum:;
"(.SITE ,,LOCATION :,LENGTH. STONE
;1 Basin 3 13.5' NCDOT Class I rip-rap, 18" deep
1­%. Basin 1 Acceptable NCDOT Class A, 9" deep
as designed*
. 1 Basin 2 NCDOT Class A, 9" deep
1. Basin 5. NCDOT Class A, 9" deep
1' Pipe 1 9.5' NCDOT Class A, 9" deep
11 Pipe 2 16' NCDOT Class I rip--rap, 18" deep
1 , Pipe 3 26' NCDOT Class I rip-rap, 18" deep
Pape 4 9' NCDOT Class A, 9" deep
2 Basin 1 Acceptable NCDOT Class A, 9" deep
as designed
2 „y Basin 2 NCDOT Class A, 9" deep
2 Basin 3 NCDOT Class A, 9" deep
2 Basin 4 NCDOT Class A, 9" deep
2 Basin 5 NCDOT Class A, 9" deep
2 Basin 6 NCDOT Class A, 9" deep
2 Basin 7 NCDOT Class A, 9" deep
2 Pipe 1 16' NCDOT Class I rip -rap, 18" deep
10. Old trash, `tires, and building debris exist at site 112. Such
materials should be removed and disposed of properly.
11 . tPortions,'of !the-ysites are currently unstable due to previous logging
c,operations.-oared"tshould,�be -stabilized. ,, We will. address this in a
letter directly to the company.
JLH:ga

KWEEVED
APR Iy1990
LAMn nim[I ry SFCTIDN
DESIGN DATA
AND
CALCULATIONS
FOR
TRIANGLE BRICK COMPANY
MERRY OAKS PLANT
SITE 1
INITIAL CONSTRUCTION PHASE
DECEMBER 1989
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RAGSDALE CONSULTANTS, P.A.
ENGINEERS, PLANNERS & SURVEYORS
SMITHFIELD. LILLINGTON, AND RALEIGH, NORTH CAROLINA

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n..oau•,LL IOM16YLIHrv1S. H.A. , S'MITMFIELB, N.C.
TRIANGLE BRICK COMPANY - MERRY GPKS PLANT.
01-09-1990
CHANNEL NUMBEF:RIR - 1'90 to 3170 - BARE EARTH
CHANNEL NUMBER:RIR - 0150 to 0100 - BARE EARTH LEFT SIDESLOPE- 4 :1
LEFT SIDESLOPE= 4 :1 RIGHT SIDESLCPE= 2 :1
RIGHT SIDESLCPE. 2 : 1 BOTTOM WIDTH, 0 FT
BOTTOM WIDTH. 0 FT FFICTICN FACTOR No .02.
FRICTION FACTOR N. ,.02 %LONG. SLOPE- 6.670001
.% LONG. SLOPE- 3 "'� -ifl TRIAL DEPTH. .3 FT D -
TRIAL EPTH= .26 FT
WETTED AREA IS R I BE
1.
WETTED.,AREA 19
ERIMET .2028 6F WETTED PERIMETER I6 90JJ,S2. 'Fi "
WETTEDADIUS 13 . 125 1.653]65 'FT 'HYD..:AUNDTUSLOCI IS S.141527921A FT '
FLOW'RADIUS 13 5 Z.17J9 FT FLOW VELOCITY .4 765113UP PPS
FLOW VELOCITY IS 3.1]69CP FPS - FLOW RATE IS1.40J051' UPS
FLOW RATE I5 .694:9JB CPS
CHANNEL NUMBER R1R .,'0+30 tG 000 SYNTNETIC' MRT CHANNEL�WUMBEft R1R - 1,�90 f 3p90 - .SYNTHETIC MAT
LEFT'SIDESLCPE. 4 tl - "LEFT SIDESLCPE 11 :l
GMT SIDESLCPE 2 :1 _ _ RIGHT SIDESLCPE= 2 :1
ilOTTDM 'WIDTH= 0 FT BOTTOM WIDTH^ 0 FT
FRICTION FACTOR No .036 FRICTION FACTOR N= .036
% LONG. SLOPE. 3 ], LONG. SLOPE- 6-670001
TRIAL DEPTH- .33 FT TRIAL DEPTH- .37 FT
WETTED AREA IS .3367 6F WETTED AREA IS .4107 SF
WETTED PERIMETER IS 2.09852E FT WETTED PERIMETER IS 2.352694 FT
NVD. RADIUS IS .153680b FT HYD. RADIUS IS .I74551 FT
FLOW VELOCITY IS 2.069029 FPS FLOW VELOCITY IS 3.329616 FPS
'LDS RATE 19 .6739310 DEC FLOW FATE IS 1.367473 CPS
C HRNNEL NUM,0+85 to 0, - BARE EARTH CHANNEL NUMBER:FIR 4+60 to 3�70 - BARE EARTH
LEFT SIDESLCPE 4 1 LEFT SIDESLCPE 4 ' 1
RIGHT 3IDESL0 E 1 RIGHT 510ESLCPE 2 ' 1
BOTTOM WIDTH- 0 FT BOTTOM WIDTH= O FT
FRICTION FACTOR N 02 FRICTION FACTOR N O 1
/. LONG.' SLOPE JI }L 6 LONG. SLOPE 6.670001
'TRIAL' DEPTH- 19 FT �. TRIAL DEPTH.,, FT
gET'TED AREA IS 1(83 BE WETTED AREA IS t F .
WETTED PERIMETER 15 1 20BC43 FT WETTED PERIMETER IS 1.271935 F7
HYD,"RADIUS IS 8.963429E V' FT HYD. RADIUS IS 9 43519SE-02 FT
FLOW VELOCITY 3 3.555956 FPS 1 � FLOW VELOCITY IS 3 9]676R FPS
FLOW RATE 15 .38311 CFS FLOW PATE IS 4772:61 CFS
CHANNEL NUMSER:RIP - O+G5 to -0F50 - SYNTHETIC MAT ', ...
LEFT SIDEGLOPE. 4 :1 - CHANNEL NUMBER:fi1R - 9160 to Sw0 - SYNTHETIC MAT
NIGHT SIDESLCPE. 2 :1 LEFT SIDESLCPE. 4 :
kDTTOM WIDTH= 0 FT . RIGHT SIDESLCPE= 2 :1
FRICTION FACTOR N= .036 BOTTOM WIDTH= 0 FT
% .. FRICTION FACTOR N. .036
LONG. 6LGPE= S,]1
TRIAL DEPTH= .24 FT Y. LONG. SLOPE= 6.670001
TRIAL DEPTH. .25 FT
WETTED AREA IS .1729 Sr
WETTED PERIMETER IS 1.526202 Fi WETTED AREA IS
HYD. RADIUS I5 .1132223 FT WETTED PERIMETER
12 1.5B9799 FT
5F
FLOW VELOCITY 15 2.:10046 FPS _ H'!D. RADIUS 19 . I17939^+ FT
-LOW RATE 1S .3989016 CPS FLOW VELOCITY 15 2.563013 FPS
FLOW RATE IS .4907149 CPS
CHANNEL NUMBER,RIR - 1,20 to 0,83 - mAkL EARTH;EFT SIDESLCPE= 4 a CHANNEL NUMBER,RIL - "OF30 to 0100 - BARE EARTH
_
FIGHT SIDESLCPE= 2 :1 LEFT SIDESLCPE. 4 : 1
BOTTOM WIDTH- O FT FIGHT 9IDESLOPC= 2 l
FRICTION FACTOR N= 02
BOTTOM WIDTH. 0 FT O
% LONG. SLOPE- .1 FRICTION FACTOR N= .02
"B[RL OEFTX= .dt PT % LOBO. SLOPE- 3
TRIAL
DEPTX= ,29 FT
OETTED AREA IS .2ESZ BE
NETTED PERIMETER IS 1.971344 FT WETTED AREA IS ,2523 HE
HYD. RADIUS IS . L4A2454 FT WETTED PERIMETER IB LB4416 FT
FLOW VELOCITY 19 .6521943 FPS HYD. RADIUS 19 . 1368102 FT
FLOW FATE IB . I000276 CFD FLOW VELOCITY IS ...416569 FF'3
FLOW RATE IS .062076 DID R
CHANNEL NUMBER: RIR - 1T20 to 1H90 - BPPE EARTH CHANNEL NUMBER,RIL - OTMO to 0100 - SYNTHETIC MAT
LEFTSIDESLDPE= 4 :I LEFT SIDESLCPE= 4 :1
�i IGHT SIDESLCPE= 2 :1 RIGHT 51DESLOPE- 2 :1
IiCTTDM WIDTH- 0 FT BOTTOM WIDTH. 0 FT
FRICTION FACTOR N= .02 FRICTION FACTOR N- ,036
% LONG. SLOPE= .1 :: LONG. BLDPE= 3
TRIAL DEPTH- .4 FT TRIAL DEPTH- .36 FT
WETTED AREA IS .48 SF WETTED AREA IF .3BBB BE
WETTED PERIMETER I6 2.34367 FT I WETTED PERIMETER IS 2.289303 FT
HYD. RADIUS 15 .1087030 FT HYD. RADIUS 19 .1698334 FT
FLOW VELOCITY IS .7729933 FPS FLOW VELOCITY 15 2,192598 FPS
.'LOW FATE IS .3>10365 ORRFLOW RATE IS .3324022 CPS
f
�F

R46504LE CONSULTANTS. P.A. , SMITHFIELD. N.C.
TRIANGLE PRICK COMPANY - MERRY OAKS PLANT
01-09-I990 _
CHANNEL NUMBER:RIL - 0+85 to 0+50 - PARE CHANNEL NUMBER:RIL - 1+90 to 3+70 - 12' STONE
LEFT SIOESLOFEa 4 :1 EARTH _. LEFT SIDESLOPE- 4 :1
R:SIIT SIDESLOPE. 2 :1 RIGHT SIDESLOPC- 2 :1
BOTTOM WIDTH- O FT BOTTOM WIDTH. 0 FT
FRICTION FACTOR Ns ,02 FRICTION FACTOR N- .06
-4 LONG:. SCOPE. 591 % LONG. SLOPE- 6.670001
TRIAL DEPTH. .217 FT - TPIRL DEPTH- '1.06 FT
.ETTED AREA IS Ib .SE I WETTED AREA IS, b )Oe EF
E 1 TTEO-PERIMETER I£.1 335421 FT WE TED:PERIHETER IS 6:740724. FT
HYD RADWHC IS 9 9,6947E-02 FT - HYD. RADIUS IS 50PO449 FT
LOW VELOCITY IS80131 FLOWVELOC TY IS 4.929781 FPS
.1- FFS
LOW RATE ]5 .5029134 CF5 LOW RATE 13 13 D33p LFS
IF CHANNEL NUMBER RIL 4+60 t0 3*70 AIDS EARTH
CHANNEL. NUMBER:RIL - 0+05 to 0+00 SYNTHETIC MAT _EFT SIDESLOPE- 4 :1
LEFT SIDESLCPE= 4 : 1 ... ' " RIGHT SIDESLOPE. 2 ;1
RIGHT SIDESLOPE- 2 a - .. BOTTOM WIDTH- D FT
BOTTOM WIDTH= O FT - FRICTION FACTOR N. .4)2
FRICTION FACTOR N= .036 2 LONG. SLOPE- 6.670001
T LONG. SLOPE- 1.71 TRIAL DEPTH= .48 FT
TRIAL DEPTH= .26 FT
WETTED AREA I£ .4912 SF
WETTED AREA IS .2028 SF WETTED PERIMETER IG 3.052404 FT
WETTED PERIMETER IS 3.653385 FT HYD. RADIUS IS .2264445 FT
HIS. RADIUS IS . 1.26574 FT FLOW VELOCITY IS 7.128961 FPS
FLOW VELOCITY IS 2.439939 FPS FLOW RATE IS 4.927358 CFS
FLDW RATE IS .493B157 CFO
CHANNEL NUMBER:FIL - 1+20 to O+B$ - CHANNEL NUMBER:RIL - 4,60 to 3+70 - 6` STONE
BARE EARTH �' LEFT SIDESLOPE- 4 :1
LEFT SSDCSLOPE= 4 : l RIGHT SIDESLOPE. _+ ;1
RIGHT S OESLOPE= 2 a BOTTOM WIDTH. 0 FT
BOTTOM WIDTH• O FT FRICTION FACTOR No
FRICTION FACTOR N= .02 - 1 Y LONE. SLOPE. 6.670001
Z 'LONG. SLOPE= . l TRIAL DEPTH= .7 FT
TRIAL DEPTHI .33 FT
WETTED AREA 18 B67Z SF WETTED AREA IS 1.47 BE '
WETTED PERIMETER IS 2.225711 FT WETTED PERIMETER IS 4t4514T [T
­YD. RADIUS IS .1651158 FT FLC RADIUS 1£ S 3.3934 FT
FLOW VELOCITY IS 3.3954CF FP'
FLOW RATE IS IS .TOT 449 FPS FLOW RATE IS 4.9g1346
FLOW RATE 19 .2598794 CF5 CFO
CHANNEL NUMBER:RIL - 1+20 to 1+90 - BARE EARTH CHANNEL HUMBER:RIL - 4+60 to 3+70 - 9 ' STONE!
LEFT SIDESLOFE= 4 :1 LEFT SI➢E5LOPE• 4 :1
RIGHT SIDESLOPE= 2 :1 RIGHT SIDESLOPE- 2 :1
. BOTTOM WIDTH= O FT BOTTOM WIDTH= 0 FT
FRICTION FACTOR N- .C2 FRICTION FASTER N= 6.600003E-02
L LONG. SLOPE= .1 '6 LONG. SLOPE= 6.670001
TRIAL DEPTH- .96 FT TRIAL DEPTH- .76 FT
WETTED AREA IS 2.7640 SF WETTED AREA 15 1,7328 BE
WETTED PERIMETER I9 6.I04B07 FT WETTED PERIMETER IS 4.832972 FT
HYD. RADIUS IS .4523691 'FT HYD. RADIUS IS .3585372 FT
FLOW VELOCITY IS 1.395639 Era FLOW VELOCITY IS 2.B40365 FPS
FLOW RATE 1S 3.B31014 CF5 FLOW RATE IS 4.935646 CFB
•CHANNEL NUMBER: RIL - 1490 "to 3+70 - BARE EARTH
LEFT SIDESLOPE= 4 :1 CHANNEL NUMBER:F2R - 0+60 to 0+00 - BARE EARTH:
RIGHT SIDESLOPE- 2 :1 LEFT SIDESLOPE- 4 :1
BOTTOM WIDTH= 0 FT RIGHT SIOESLOFE- 2 :1
FRICTIDN FACTOR N= .02 BOTTOM WIDTH- 0 FT
'2 LONG. SLOPE= 6.620D01 FRICTION FgCTCR N. .02
TRIAL DEPTH= .2 FT 'L LONG. SLOPE- 6.670001
TRIAL DEPTH- .3I FT
WETTED AREA IS L.47 BE WETTED AREA IS .2B83 SF
WETTED PERIMETER 16 4.451422 FT HYD. RADIUS IS .33D2316 FT WETTED PERIMETER 15 1.921394 FT
FLOW VELOCITY IS B.167779 FPS HYD. RADIUS IS . 3462454 FT
FLOW RATE IS 13.47663 CF5 FLOW VELOCITY IS 5.336425 FPS
FLOW RATE IS L ST569 CF3
CHANNEL NUMBER:RIL - 1+90 to 3470 - 9• STONE
LEFT SIDESLOFE= 4 :1 CHANNEL NUMBER:RZR - 0+60 to 0+00 - SYNTHETIC M:
RIGHT SIDESLOPE= 2 :l LEFT CIDESLOPE- 4 :1
DOTTOM WIDTH- 0 FT RIGHT SIOCSLOPE= 2 :l
' FRICTION FACTOR N- .062 BOTTOM WIDTH- 0 FT
'A LONG. SLOPE- 6.6I0001 FRICTION FgCTCR N= .036
L
TRIAL DEPTH. LO] FT END. SLOPE= 6.670001TRIAL DEPTH- .AS FT
WETTED AREA IS 3.4347 SF -
WETTED PERIMETER IS 6.804316 FT WETTED PkEq IS .4332 IF
HYD. RADIUS 15 .5047026 FT WETTED PERIMETER IS 2.416486 FT
FLOW VELOCITY IS 3.924276 FPS HYD. RADIUS 15 .1292686 FT
FLOW RATE IS 13.47871 CFB FLOW VELOCITY IS 3.309342 FPS
FLOW RATE 15 1.468263 CFG
2

RAGSDALE CONSULTANTS, P.A. , SMITHFIELD, N.C. I LEFT SIDESLOPE- 4 '1
RIGHT SIDESLOPE- 2 a
TRIANGLE BRICK COMPANY - MERRY OAKS PLANT BOTTOM WIDTH- 0 FT
01-09-1990 FRICTION FACTOR N+ .036
X LONG. SLOPE= .32
1
CHANNEL NUMBER:R2R - 2+95 to 0+60 - BARE EARTX . TRIAL DEPTH= I FT
LEFT 61DESLOPE 4 .1
RIGHT SICESLOPE 2 :1 WETTED AREA IS .6348 6E
BOTTFRICTION
N DTH.FACT 0 FT '_ WETTED PERIMETER IS 2.92522 FT
-4 LOTION FACTOR N= .02 HYD.- RA➢IUS 15 .2170093 FT
S LONG. SLOPE- B9
TRIAL DEP TX= .4C PT 'FLOW VELOCITY IS 1.937767 FPS.
- FLOW RATE IS 1.166614 CFS
y
STIES AREA '1$ 92 5F CHANNEL:-NUMBER R2R - 3 60 to ]+B5 BARE EARTH 1 WETTED PERIMETER IS 2.6]OB53 FT . -
HYD. RADIUS IS 1981389 FT LEFT SIDESLOPE 6 1
FLOW VELOCITY 15 RIGHT SIOEBLOPE 2 1 2B153 FPS RIGHT WIDTH- 0 FT
FLOW RATE IS 1232058 CFS BOTTDM
FRICTION FACTOR N= U2
CHANNEL NUMBER R R - 3+20 to 2+95 - BARE EARTH 2 LONG. SLOPE -89
LEFT SIDESLOPE- 4 it �{ TRIAL DEPTH- _51 FT
RIGHT SIDESLOPE. 1 �.•'
ITCH WIDTH- 0 FT ' . " WETTED AREA IS .7002999 SF
ICTICN FACTOR N -02- -- ..._ WETTED PERIMETER IS 3.243179 FT
LONG. SLOPE- .1 HAD. RADIUS 15 .2405973 FT 1
TRIAL DEPTH- .26 FT FLOW VELOCITY [6 2JII50B FPS
FLOW RATE IS 2. 11579 CFS
WETTED AREA 19 .2029 SF
WETTED PERIMETER IS 1.6333B9 FT CHANNEL NUM9ER:R2R - 5+60 t0 2+83 - SYNTHETIC MAT 2 HYD. ftR0IU5 I9 .12265]9 FT LEFT SIDE6LOPG- 4 :1
FLOW VELOCITY I6 .5B00313 FPS RIGHT SIDESLOPE, 2 :1
� RATE IS .I 1]6303 CFS BOTTOM WIDTH- O FT
FRICTION FACTOR N, .025
CHANNEL NVMBEA R2R - 3+SO t0 3+30 - BARE EARTH] % LONG. SLOPE- .09
LEFT SIDE5LCPE= 4 : I TRIAL DEPTH- .55 FT
RIGHT SIDESLOPE= 2 :1
BOTTOM WIDTH- 0 FT WETTED AREA IS .9075 IF
FRICTION FACTOR N .U2 WETTED PERIMETER IS 3.497946 FT
Y. LONG'. SLOFE- .1 - NYO. RADIUS IS'.2599677 FT
TRIAL DEPTH- .IB FT; I. FLOW VELOCITY 'IS 2.281196. FPS
FLOW RATE I5 2.070185- CFS -
.TTE➢ AREA IS 9.720001E-02 5F I -
WETTED PERIMETER IS 1.144631 FT CHANNEL NUMBER:R2R - 7+B5 to B+65 BARE EARTH.
HVO. RADIUS IS 0.491669E-02 FT LEFT SIOESLOPE- 4 :1
FLOW VELOCITY I6 .4539251 FPS RIGHT SIDESLOPE- 2 :1
FLOW RATE 15 4.4121RE-02 CFS BOTTOM WIDTH= O FT
CHANNEL NUMBER:R2R - 3+30 to 9+28 - BARE EARTH FRICTION FACTOR N= .02
LEFT SIDESLOPE- 4 a X LONG. SLOPE- 2.5
RIGHT SIDESLOPE- 2 :1 TRIAL DEPTH- .45 FT
�1TTON WIDTH= O FT
1hI CTTON FACTOR N= .02 �f; WETTED AREA IS .SOTS SF
A LONG. SLOPE. 2.04 1�6 WETTED PERIMETER IS 2.961629 FT
TRIAL DEPTH. .26 FT n' HYD. RADIUS 15 .2122917 FT I ;
D FLOW VELOCITY IS 4.IG0605 FES
WETTED AREA IS .202E SF
FLOW RATE IS 2.539766 CFS
� i
WETTED PERIMETER IS 1.6533T FT CHANNEL NUMBER:R2R ]+BS SYNTHETIC MAT
HAD. RADVELOCITY
IS 12.6197 FT 1
FLOW VELOCITY IS 2.61979 FPS I� LEFT SIOESLOPE- 4 :1 I
f=LOR RATE IS .53129b3 CFS 1 "�. RIGHT EtOESLOPE= 0 •1
R 1 BOTTOM WIDTH= 0 FT
CHANNEL NUMBERaAT - 3+30 to 4+2B - SYNTHETIC MAT FRICTION FACTOR N= .025
LEFT SIDESLOPE- 4 It 2 LDNG. SLOPE- 2.5
RIGHT 6IDESLOPE- 2 :1 TRIAL DEPTH- .48 FT
BOTTOM WIDTH- 0 FT
FRICTION FACTOR N- .036 WETTED AREA IS .6912 BE
T LONG. SLOPE- 2.04 WETTED PERIMETER 15 3.052404 FT
TRIAL DEPTH- .32 FT HIS. RADIUS IS .2264445 FT
FLOW VELOCITY IS 3.491391 FPS
`TTED AREA IS .3072 BE FLOW RATE I6 2.413388 CFS
�r ETIED PERIMETER I9 2.034936 FT
XTD. RADIUS 16 .150963 FT
FLOW VELOCITY 15 1.67152 FPS CHANNEL HOME - SIBS to 9173, = BARE EARTH ,
LEFT SSDESLOPE-E• 4 9 11 1
FLOW RATE I6 .513491 LFS 1 . RIGHT SIDESLOFE- 2 :]
BOTTOM WIDTH- 0 FT
CHANNEL NUMBER:g2R - 4+29 to 5+60 - BARE EARTH FRICTION FACTOR N- .02
LEFT SIDESLIP 4 :1
Y LONG. SLOPE- 3.62
RIGHT BWITLOPE- I' :1
OTTOM WIDTH-
F 0 FT TRIAL OEPTW .31 FT
111RICTION FACTOR
OR Na ,02 d WETTED AREA IS .7802999 BE
X LONG. SLOPE- 1.52 I WETTED PERIMETER I6 3.243179 FT
TRIAL DEPTH- .37 FT
HYD. RELICS I6 373 FT
FLOW VELOCITY 1S 3.B7 B]]99B FPS
WETTED AREA 15 107 SF FLOW RATE IS 3.025612 CFS
WETTED PERIMETERR IS 2.352894 FTI
HYD. RELICS 1$ 1 FT CFS CHANNEL NUMBER:R2R - B+63 to 9+75 - SYNTHETIC MAY;
FLOW RATE I9 1.173033 C
FLOW VELOCITY ISS 2.R6 2.8610 FPS I LEFT SIDESLOPE- 4 : l
RIGHT SIDESLOPE. 2 :1
• BOTTOM WIDTH- 0 FT
FRICTION FACTOR N- .025
2 LONG. SLOPE= 1.B3
TRIAL DEPTH- .55 FT
WETTED AREA 13 .9075 SF
WETTED PERIMETER IS 3.497346 FT
MVO. RADIUS IS .2394677 FT
• FLOW VELOCITY 1E 3.262145 FPS
FLOW RATE IS 2.960397 CFS

RAGSDALE CONSOLTANTS, P.• r A. . SMITHFIELD, N.C."•� - LEFT SIDESLDPE= 9 t
RIGHT SIDESLDPE= 2 It
• TRIANGLE BRICK COMPANY - MERRY OAKS PLANT - BOTTOM WIDTR= 0 FT
0I-O9-1990 FRICTION FACTOR N= .02
CHANNEL NUMBER:R2R - 9+75 to 9+90 - BARE EARTH ] Y LONG. SLOPE- .l
LEFT SIDESLDPE 4 It
TRIAL DEPTH. .4 FT
RIGHT SIDESLDFE 2 : 1 BOTTOM WIDTH 0 FT WETTED AREA IS .48 SF
FRICTION FACTOR N- .02 WETTED PERIMETER 19 2 5436T FT „
X LONG. SLOPE .1 HYD. RADIUS IS .IEB7038 FT
TRIAL DEPTH- B FT _ FLOW,VELOCITY IS ]]29933 FPS
FLOW RATE IS .3710360. CFS .'
•_ WETTED AREA IS 2.2709 'SF _ I
,WETTED PERIMETER 19-�5:5324E1 FT CHANNEL NU nBER R2L A 60 t O+OD BARE EA ATM '
'LEFT SIDESLDPE 4 1
HYD. RADIUS 19 .4104307 FT � 3
RIGHT SIVESLO E 2 It
FLOW VELOCITY IS 1.297673 FPS BOTTOM WIDTH O FT"
FLOW RATE 15 2.946514 CFS FRICTION FACTOR N .02
_ X LONG. SLOPEF 6 6]00VI
CMANNEL :NUMSER:R2R - 10+00 to 9+90 BARE EARTH TRIAL DEPTH I2 FT
LEFT SIDESLDPE= 4 :1 "
RIGHT SIDESLOPE= 2 :l WETTED AREA IS .3072 OF
OR RIGHT
WIDTH. 0 FT WETTED PERIMETER IS 2.034936 FT
FRICTION FACTOR N, .02 HYD. RADIUS IS .150963 FT
Y. LUND. SLOPE. .1 FLCW VELOCITY IS 5.440415 FPS
TRIAL DEPTH. ,B FT FLOW RATE 15 1.671295 CFS
WETTED AREA 12 1.92 Sr CHANNEL NUMBER:R21- - 0+60 t9 0+00 - SYNTHETIC MAT
WETTED PERIMETER IS 3.O07339 FT LEFT SIDESLOPE- 4 :1
NYD. RADIUS IS .3724073 FT - RIGHT SIDESLDPE= 2 11
FLOW VELOCITY IS 1.227051 FPS BOTTOM WIDTH- 0 FT
*FLOW RATE 15 2.333937 CFS FRICTION FACTOR N- .036
X LONG. SLOPE- 6.670001
CHANNEL NUMBER:RZR - 12N 2 to 10+00 - BARE EARTHi. TRIAL DEPTH- .39 FT
LEFT SIDESLDPE- 4 : 1
RIGHT SIDESLDPE- 2 :1 1 WETTED AREA I3 .4563 SF
BOTTOM WIDTH= 0 FT I WETTED PERIMETER IS 2.480070 FT
FRICTION FACTOR N- .02 - HYD. RA03U5 IS .IB39E62 FT
R LONG. SLOPE= 94 "t - FLOW VELOCITY IS 3.448546 FPS '
TRIAL'. DEPTH=' 152 FT - FLOW RATE IN 1.573511 CFS
•WETTED AREA 15 B112 SF - CHANNEL NUMBER:R2L 2+93 to 0+60 - BARE EARTH
WETTED PERIMETER IS 3.30677 FT LEFT SIDESLDFE 4 :1
HYD. RADIUS IS .2453149 FT RIGHT SIOEBLOPE= 2 :1
FILCH VELOCITY 19 2.322943 FPS BOTTOM WIDTH' O FT
FLOW RATE IS 2.289971 CFS FRICTION FACTOR N= .02
X LONG. SLOPE- .05
CHANNEL NUMBER:RZR - 12TI2 to 10+00 - SYNTHETIC MAT TR]AL OEPTM= .43 FT
LEFT SIDESLDPE= 4 :1
` IGHT SIDESLDPE- 2 :1 WETTED AREA IS .3542 SF
BOTTOM WI DTX= 0 FT WETTED PERIMETER IS 2.734445 FT
FRICTION FACTOR N= .025 HYD. RADIUS I6 .2028565 FT
X LOAN. SLOPE- .94 FLOW VELOCITY 1S 2.364962 FPS
TRIAL DEPTH= .G7 FT FLOW RATE 19 1.3II849 CFS
WETTED AREA IS .9747 SF - CHANNEL NUMBER:R2L - 3+20 to 2,95 - BARE EARTHi
WETTED PERIMETER IS 3.624729 PT LEFT SIDESLDPE= 4 :1
HYD. RADIUS IS .2609029 FT RIGHT SIDESLDPE= 2 :1
LOW VELOCITY 15 2.400094 FPS I
S BOTTOM WIDTH 0 FT
LOU HATE IS 2.340152 CFS FRICTION FACTOR N- .02
:: 1 COS. SLOPE- .1
TRIAL DEPTH- .22 FT
CHANNEL NUMSER:R2R - 13+28 to 12412 - BARE EARTHS'
LEFT SIDESLDPE= 4 :1 WETTED AREA IS .2182 Sr
RIGHT SIOEBLOPE= 2 :1 WETTED PERIMETER 15 1.716977 FT
BOTTOM WIDTH- 0 FT HYD. RADIUS 15 .I27A91 FT
FRICTION FACTOR N= .02 ? FLOW VELOCITY IS .594B1O1 FPS
% LONG. SLOPE- 1.72 FLOW RATE IS . 130053 CFS
JFRIAL DEPTH. .33 FT
CHANNEL NUMBER:R2L - 3+20 to 3+30 - BARE EARTH
WETTED AREA IS .3695 SF LEFT SIDE9LOPE- 4 :l
WETTED PERIMETER IS 2.225711 FT RIGHT SIDESLDPE= 2 :t
HYD. RADIUS 15 .1651158 FT BOTTOM WIDTH- 0 FT
FLOW VELOCITY IS 2.932795 FPS FRICTION FACTOR N= .02
FLOW RATE IS I.077795 CFS £ ' X LONG. SLOPE- .1
CHANNEL NUMBER:R2R - 13+28 to 12+12 - SYNTHETIC MATE TRIAL DEPTH= .19 FT
LEFT SIDEGLOPEII 4 : 1 WETTED AREA IS .lOB3 SF
.LIGHT S1pE5LOPE= 2 a WETTED PERIMETER IS L 200243 FT
BOTTOM WIDTH- O FT FRICTION FACTOR N- .036 HYD. RADIUS IS 0.963429E-02 FT
% LONG. SLOPE= 1.72 FILCH VELOCITY 15 .4703853 FPS
TRIAL DEPTH- .44 FT FLOW RATE 15 5.096438E-02 CFS
WETTED AREA ]6 .3808 $F
CHANNEL XBER:fl3L - 3+30 !0 4a 28 - BARE EARTH
WETTED PERIMETER 18 2.298036 FT LEFT SIDESLDPE= 4 :1
NYC. RADIUS IS .2075742 FT RIGHT SIDESLOPE, 2 It �I
IrLOW VELOCITY IS I.B97854 FPS BOTTOM WIDTH. 0 FT
LOW RATE IS 1.102273 CFS FRICTION FACTOR N= .02
Y. LONG. SLOPE- 2.04
TRIAL DEPTH- .27 FT
WETTED AREA IS .2187 SF
WETTED PERIMETER IS 1.716977 FT
HYD. RADIOS IS .12237$1 FT
` FLOW VELOCITY IE 2.69654 FPS
FLOW FATE IS .5873464 CFS
4-

RAGSDALE CONSULTANTS, P.A. , SMITHFIELD.-N.C. - RIGHT SIDESLDPE= 3 :1
BOTTOM WIDTH- O FT
TRIANGLE BRICK COMPANY - MERRY OAKS PLANTj`. FRICTION FACTOR No .025
01-09-1990 Y LONG. SLOPE= 2.5
TRIAL DEPTH- .51 FT
CHANNEL NUMBER:R2L - 3+30 to 4+20 - SYNTHETIC MAT:
LEFT SIDESLOPE. 9 a - WETTED AREA IS .7602799 6F
RIGHT SIDESLDPE= 2 :1 WETTED PERIMETER IS Z-243179 FT
BOTTOM WIDTH- 0 FT _ IIYD. RADIUS 15 .2405973 FT
FRICTION FACTOR N- .036 FLOW VELOCITv_.IS 3.639599 FPS
"
Y LONG. SLOPE,2.90 FLOW.RATE IS 2.836BS7 CFS
TRIAL'DEPTH,-:34 "FT
CHANNEL NUMBER:RZL - 9+65 _ ,
,WETTED t �q+J9 BARE EARTH
'AREA .IS , 3468 'OF ' .LEFT:S IDESLOPE='4 :f .,
WETTED PEflIMETEfl� 25 ].162fI9 FT RIGHT'SIDESLDPE 2 :1 .
HYD. RADIUS IS :16039B2 FT. - BOTTOM;WIDTH- O FT
FLOW VELOCITY IS"1.24U461 FPS FRICTION FACTOR N .02
FLOW RATE I6 .603592 CFS '' V. LONG. SLOPE= 1.92
.
CHANNEL NUMBER:R2L - TRIAL DESIRE 53 FT
LEFT [o }+60 - BARE EARTH 'f')
LEFT SIDESLDPE= 9 a WETTED AREA IS .9426999 SF
RIGHT SIDESLDPE^ 2 It WETTED PERIMETER I6 3.370362 FT
,FRICTI WIDTH- 0 FT HYD. RADIUS IS .2500323 FT
FRICTION LOPE- N= .02 FLOW VELOOI TY IS 3.97322 FPS
2 LONG. SLOPE- 1.52
TRIAL DEPTH• .38 FT FLOW RATE 19 3.352445 CFB
_
CHANNEL NUMBER:R2L - 8r65 to 9+75 - SYNTHETIC MAT
WETTED AREA ]9 .4332 SF > LEFT SIDESLOPE- 4 :1
WETTC➢ PERIMETER IS 2.416486 FT RIGHT SIDESLDPE• 2 :f
HYD. RADIUS IS V92bB6 FT BOTTOM WIDTH= 0 FT
FLOW VELOCITY IS 2.912371 FPS I- FRICTION FACTOR W. .025
,FLOW ARTS 1S 1.261639 CPS % LONG. SLOPE- 1.82
TRIAL 5B FT
CHANNEL NUMBER:R2L - 4+20 to 5+60 - SYNTHETIC MAT:
LEFT SIDESLDPE• 4 :1 - WETTED AREA 15 1,0092 SF
WETTED PERIMETER I5 3.680321 FT
RIGHT S IDESLOPE= .2 :] Rvp. RADIUS IS .2736204 FT
BOTTOM NI DTH= O FT FLOW VELOCITY IS 3.379716 FPS
LONG. 6LBPE=
FRICTION FACTOR1.52.036
FLOW RATE 19 3.410809 CPS
'L
TRIAL pEPTH=' .96 FT
LEFT SIDESLDPE= R`L 9+J5 [O 9+q0 - BARE EARTH
.WETTED AREA.I6 OF RIGHT 4 .1
WETTED PERIMETERR IS IS 3.0524 D4 FT SIDES LOPE= 2 I
HYD. RADIUS IS 1.9 FT PD TTOM W[➢THa D FL
FLOW VELOCITY IS LB9069065J FP6 FRICTION FACTOR N= ,p2
FLOW RATE IS 1.306822 CFS Y LONG. SLOPE=TRIAL DEPTH, .92 FT
CHANNEL NUMSER:R21- 5+60 to. 7+93 - BARE EARTH WETTED AREA IS
LEFT SIDESLDPE= 4 :1 WETTED PERIMETER IS 2392 BE
RIGHT SIDESLDPE- 2 :1 HYD. RADIUS I6 "'0187 904a FT
BOTTOM WIDTH- 0 FT - FLOW VELOCITY 154fa p68J6 FPS
Y LONG. SLOPE-..89 FT FRICTION FACTOR No .02 FLOW RATE IS 3.419989 CFS
.. .
TRIAL DEPTH. .54 FT CHANNEL BUM BER:R2L - 10r00 to 9+q0 - BARE EARTN 1 LEFT SIDESLDPE• 4 :1
WETTED AREA 15 .0748001 SF RIGHT SIDESLOPE+ 2
WETTED PERIMETER I9 3.433954 FT BOTTOM WIDTH- 0 FT
HYD. RADIUS IS .Zn47501 FT FRICTION FACTOR N= .02
FLOW VELOCITY IS 2.816826 FPS £ ]. LONG. SLOPE- .1
•FLOW RATE 15 2.46416 CFS F TRIAL DEPTH- .p FT
CHANNEL NUMBER:R2L - 5+60 t9 7+85 - SYNTHETIC MAT'. WETTED AREA 18 LJJBJ 6F
LEFT SIOEGLOFE- 4 :l WETTED PERIMETER IS 4.896564 FT
RIGHT 6I➢ESLOPE- 2 I] HYD. RADIUS IS .3632247 FT
BOTTOM WIDTH- 0 FT FLOW VELCCITV 19 L.19h1]9 FPS
FRICTION FACTOR Ns .029 FLOW RATE IS 2.12J644 CPS
Z LONG. SLOPE- .99
TRIAL DEPTH- .58 FT CHANNEL NUMBER:R2L - 12+12 [0 10+00 - BARE EARTH'.LEFT SIDESLDPE- 4 :1
• WETTED AREA IS 1.0092 9F RIGHT SIDESLDPE- 2 :l
WETTED PERIMETER IS 3.688321 FT - BOTTOM WIDTH. 0 FT
HYD. RADIUS IS .27362D4 FT FRICTION FACTOR N- .02
FLOW VELOCITY 15 2.363413 FPS % LONG. SLOPE= .94
FLOW RATE 15 2.305f96 CFS - TRIAL DEPTH= 5 FT
CHANNEL NUMBER:R2L - 7+B5 to 8+65 - BARE EAMTH WETTED AREA I6 .75 SF
LEFT SIDESLDPE- 4 11 WETTED PERIMETER IS 3.1 J95B2 FT
RIGHT SIDESLDPE- 2 : 1 HYD. RADIUS IS .2358J9J FT
BOTTOM WIDTH= O FT FLOW VELOCITY 1S 2.JSOO6J FP6
FRICTION FACTOR N- .02 FLOW RATNELE IS 2.062565 CF5
LONG. SLOPE- 2.5
TRIAL DEPTH- .47 FT CHANNEL LEFT 9IDESLOPEER4 R2L - 12+12 to I0+00 - SY SI NTHETIC MAT
WETTED AREA IS .662T BE RIGHT SI➢E6LOPE= 2 :1
WETTED PERIMETER IS 2.988812 FT BOTTOM WIDTH- 0 FT
HYD. RADIUS IS .2217269 FT FRICTION FACTOR N- .On
FLOW VELOCITY 19 4.303659 FPS 2 LONG. SLOPE• .94
• FLOW RATE IS 2.852034 CFS _ TRIAL DEPTH= .55 FT
WETTED AREA IS .9075 SG
WETTED PERIMETER IS 3.4E)C46 FT
HYD. RADIUS IS .2594677 FT
FLOW VELOCITY IS 2.344399 FPS
FLOW RATE IS 2.127542 CFS

_. .. ..... _.. .��.... ....,.___' Lo PI 51WLELOPE= 4 :1
RAGSDALE CONSULTRNTS, P.q. , SMITHFI EL➢, N.C. RIGHT SIOESLOPC'= 2 :1
TRIANGLE BRICK COMPANY - MERRY OAKS PLANT BOTTOM WI FACTDTH- 0 FT
01-09- FRICTION FACTOR N0 .02
13+2 ' S LONG. SLOPES 6 AT
LEFT NEL NUMBER: :1 - 13+28 [0 12+12 _ BgRE EARTH iRIPL DEPTHe ,36 FT f'
LEFT $IDESLOPEE 4 :1
RIGHT SIDESLOPE- 2 .1 WETTED AREA IS .3809 SF
FRT7nmICTION
WIDTH- O T WETTED PERIMETER 19 2.269FT FT
FRICTION FACTOR N 02 HYD. VRADIUSELOCI IS„169W39 ,
R TONG„ SLOPE 72 .KLpY:VELOCITV IS'.2436600h FP5'
. TRIAL' ➢EPTH^' 34 FT.: - - FLOW.RRTE IS .9206SD6 COS
WETTED,AREA L6 3468 BE � CHANNE L: NUMBER:R3R 4 80 fo3+22 BARE EARTH.
WETTED PERIMETER IS 2.}62119 FT p r LEFT -SIDESLOPE- 4 :.1, - "
HYD. "RADIUS ,IS ,1h03iB2' FT - " ' "
'RIGHT SIOEGLOPE, 2 :1 - -
f LOW VELOCITY
15 2,876643 FPS
'BOTTOM WIDTHS 0 FT
PLOW RATE IS '.9976199 CFS - FRICTION FACTOR No .02
CHANNEL NUMBER:R2L - 13+25 to 12412. - SYNTHETIC MAT X LONG. SLOPE- 4.76
LEFT SIDESLOPE- 4 :1' - TRIAL DEPTH- .29. FT
RIGHT SIDESLOPE, 2. :1
OSOTTOM WIDTH- 0 FT WETTED AREA [9 .2523 BE +
FRICTICN FACTOR'N^ .036 WETTED PERIMETER IS 1.04416 FT }�
Y. LONG. SLOPES 1.72 HYD. RADIUS 18 . 1U8102 FT
TRIAL DEPTH- .42 FT FLOW VELOCITY IS 4.30399 FPS
FLOW RATE IS 1.063896 CFS
WETTED AREA 15 .3292 BE
WETTED PERIMETER 15 2.670033 FT CHANNEL LEFT ELESL DC L NU XBE 4 :1RI RSR - 4+80 to 5+22 - SYNTHETIC MqT
HVO. RADIUS IS .1981389 FT !� RIGHT SIDESLOPE= 2 :1
FLOW VELOCITY IS 1.639096 FPS
WLON RATE IS .97Z673B CFS BOTTOM WIDTH- 0 FT
FRICTION FACTOR N. .O36
CHANNEL NUMBER:R2L - 13+90 to 13+08 - BARE EARTH X LONG. SLOPE- 4A6
LEFT SIDESLOPE. 4 I TRIAL DEPTH- .U4 FT
RIGHT SIDESLOPE- 2 :1
BOTTOM WIDTH. 0 FT 'I AETTED AREA IS .3888 BE
FRICTION FACTOR N• :02 WETTED PERIMETER IS 2.209303 FT
X LONG. SLOPE= .1 HYD. RADIUS IS . 1690334 FT
TRIAL DEPTH= .39 FT FLOW VELOCITY IS 2.761861 FP5. -
FLOW RATE IS 1 .0]3612 CF5
WETTED AREA IS .45G3 SF' 1
WETTED AREA IS . IS 2.400170 FT CHANNEL NUMBER Raft - 5+22 to 5+75 BARE EARTH
HYD. RADIUS ]5 ,1R39G62 FT E 5 115111E
FLOW VELOCITY 19 .760036 FPS RIGHT EIOESLOPE 2 :1
FLOW RATE 18 .3468133 CEO BOTTOM WIDTH 0 FT
FRICTION FACTOR N .02
CHANNEL NUMBER:R2L 13+90 to 14+46 - BARE EARTHI.R X LONG. SLOPE- 3.77
LEFT SIDEBLOPE- 4 :1 TRIAL DEPTH- S FT
RIGHT SIDESLOPE- 2 :1
WIpTT➢M WIDTH' 0 FT WETTED AREA IS .3267 SF
FRICTION FACTOR N .02 WETTED PERIMETER 1S 2.09032E FT
X LONO. SLOPES 1 HYD. RADIUS IS .1536BO6 FT
TRIAL DEPTH- .37 FT FLOW VELOCITY I9 4.174929 FPS
FLOW RATE IS 1.363949 CFS
WETTED AREA IS R IS SF -
WETTED PERIMETER IS 2.352694 FT CHANNEL NUMBEReR3R - 5+22 to 3+73 - SYNTHETIC MAT
HYD, RADIUBVELOCITY
I6 9 .733I FT LEFT SIDESLOPE= 4 e1
FLOW VELOCITY O .]33893F FPS RIGHT SWIDTH-P0 2 :L
LO4I.PATE.-I5 .30t309) CFO FRICTION
WIDTH- 0 FT
W �- FRICTION FACTOR N^ .036
LONG. SLOPE. 3.77
CHANNEL NUMBER:R2L - 14+46 to 14a80 - BARE EARTH 1 TRIAL DEPT4- .41 FT '
LEFT SIDESLOPE- 9 :1
RIGHT 6 WIDTH-
2 :] WETTED AREA IS R IS BE
60
BOTTOM WIDTH= 0 FT WETTED PERIMETER IS 214 FT
FT
FRICTION FACTOR N= .02 HYD, RELICS IS S 2.6905 FT
'L LONG. SLOPE= 3.24 FLOW VELOCITY IS 1 600596 FPS
TRIAL DEPTH' .23 FT FLOW FATE IS f.351]99 CFS
*WETTED AREA IS . 1587 BE CHANNEL NUMBER:R3R - 5q3 t0 6+45 - BARE EARTH:
WETTED PERIMETER 13 1.46261 FT LEFT SIDESLOPE= 4 : 1
HYD. RADIUS IS .1005047 FT RIGHT STDESLOPE= 2 :1
FLOW VELOCITY I9 3.042474 EFS BOTTOM WIDTH- O FT
FLOW RATE 18 .4132B406 CFS FRICTION FACTOR AT .02
X LONG. SLOPE 6.670001
CHANNEL NUMBER:RZL - 14+46 to 14+80 - SYNTHETIC MPT TRIAL DEPTH- 38 FT
LEFT SIDESLOPE, 4 :l
W RIGHT SIDESLOPE= 2 .1 WETTED AREA IS 4332 BE
BOTTOM WIDTH' 0 FT WETTED PERIMETER I6 2.416486 FT
FRICTION FACTOR N= .p36 HYD. RADIUS IS .17926B6 FT 41I
X LONG. SLOPE, 3.24 FLOW VELOCITY IS 6.10OB14 FPS
TRIAL DEPTH- .29 FT FLOW RATE 15 2.642073 CFE
WETTED AREA IS .2523 6E CHANNEL NUMBER:RSR - 3+75 to BN5 - SYNTHETIC MA
; T
WETTED PERIMETER IS 1.84416 'FT :i. LEFT SIDESLOPE= 4 :1
HYD. RADIUS IS .I360L02 FT " RIGHT SIDESLOPE- 2 :BOTTOM WIDTH- 0 FT 1
FLOW VELOCITY IS 1.572731 FPS
W FLOW RATE IS .4977199 Cf5 FRICTION FACTOR N- .036
% LONG. SLOPE- 6.670001
TRIAL DEPTH= .47 FT
WETTED AREA IS .6627 SF
WETTED.PERIMETER IS 2.90U612 FT
HYD. RADIUS IS .2217269 FT
FLOW VELOCITY I6 3.905334 FPS
W - FLOW RATE IS 25BB065 CFS
In �

... .. ........ .o. �.8. SAI THE IELD. N.C. _.... ... ...__ I. ..._... .... ... ...._
LEFT SIDESLOPE= n
TRIANGLE BRICK. COMPANY _ MERRY OAKS PLANT RIGHT SIOESLOPE- ^_ :1
01-09-1990 PO'(TOM WIDTH= O FT
FRICTION FACTOR N- 036
L NUMBCR R3R - B <g to BNO - BARE EARTH 4 LONG. SECRET 4
LEFT EFT SI SIV DESLOPE 4 :1 TRIAL DEPTH= .36 FT
RIGHT SIDESLCPE 2 : I
BDTTCM WIDTH- 0 FT WETTED AREA IS .38BB SF
FRICTION_ FACTOR Ne .02 WETTED PERIMETER ,15 2.209303 FT
I LONG. SLOPE - 1 - ' - HYD. RADIUS IS 1698334 FT
TRI,AL.OEPTH� .85 FT FLOy'VELOCSTV IS 2.331]94':FP6 "
FLOW RATE 15 .99436TJ CFS
GETTED'PERI .IS 2 1673 BE
WETTED PERIMETER 1$ 5 5' FT FT CHANNEL NUMBER RSL -.2+9$ t 4 80 'i'BARE. EARTH:
HYD VCLCCI' I9 41.2776 9 LEFT AT D,ESLDPE 6 1 ,FLOW VELOCITY I6 1 2]]6g9 FPS 1 RIGHT SIDESLCPE 2 1
FLOW
RATE IS 2.76q327 LF6 RIGHTIXTTTOM
O FT
CHANNEL NUMBER R3R" - B+BO .t9 B+]0 - BARE EARTX €�€� FRICTION FACTOR Na .02 . .
LEFT 'EIDESLOP6 4 :1 X Y LONE. SLOPE= 1.06 -
dIGHT SIDESLCPE 2':1 qTRIAL DEPTH= Z,7 FT.
OTTOM WIDTH- 0 FT
FRICTION FACTOR N- .02 WETTED AREA IS .4107 SF
LONG. SLOPE .1 (JETTED PERIMETER 15 2.332894 FT
TRIAL DEPTH= 1.5 FT HYD. RADIUS IS .174551 FT
FLOW VELOCITY IS 2.411657 FPS
WETTED AREA IS 6.75 SF FLOW RATE IS .9904674 CPS
WETTED PERIMETER IS 9.53U761 FT
HYD. RADIUS 19 .]0]6391 FT CHANNEL NUMBER:R3L - 4+80 to 3+22 - BARE EARTX
FLOW VELOCITY IS 1.865792 FPS LEFT SIDESLCPE. 4 : 1
.LOW RATE IS 12.5941 CFS RIGHT SIDESLOPE- 2 : 1
_ _ BOTTOM WIDTH. 0 FT
_
CHANNEL NUMBER:R3R - 11+20 to B+BO - .BARE EARTT FRICTION FACTOR N= .02
LEFT SIDESLOPE= 4 :1 % LONG. SLOPE. 4.76
RIGHT 610ESLOFE- 2 11 TRIAL DEPTH- .31 FT ?'
BOTTOM WIDTH' O FT
FRICTION FACTOR N- -02 WETTED AREA IS .2803 Sr ppp
4 LONG. SLOPE 6.670001 WETTED PERIMETER 15 1.971344 FT
'TRIAL DEPTH1 6] FT L : HYD: RADIUS' IS" 1462A54 .FT
'.FLOW.VELOCITY, I5 q 49966J FPS , p.
04ETTED AREA 19 1.3467 SF '" FLOW RATE- IS 1 297254 " CFS
JJETTED PERIMETER IS 4.260647 FT
HYO. RADIUS IS .3160788 FT CHANNEL NUMBERIR3L - 4+80 to 5+22 - SYNTHETIC, MAT'
FLOW VELOCITY 15 6.903936 FPS LEFT SIDESLCPE= 4 : 1
FLOW RATE 1S 11.99093 GAS RIGHT SIDESLOPE= 2 :1
BOTTOM WIDTH= O FT
CHANNEL +NUMBER:R3R - 11+20 to BSO - 9" STONE FRICTION FACTOR W .036
G LONG. SLOPE= 4.76
LEFT 61EESLOPE. 4 11 TRIAL DEPTH- .3B FT
•RIGHT SIDESLCPE= 2 :1
BO'(TOM WIDTH- 0 FT WETTED AREA I9 .4332 SF
FRICTION FACTOR N= .062 WETTED PERIMETER 15 2.416406 FT
S LONG. SLOPE. 6.6J0001 HVC. RADIUS 16 .1792656 FT
TRIAL DEPTH, 1.03 FT FLOW VELOCITY I9 2.563227 FPS
WETTED AREA IS S. I227 6E { FLOW RATE 16 1.24035 CFS
WETTED PERIMETER IS b.399949 FT {¢¢$
HAD. RADIUS IS .4859122 FT .: Y CHANNEL NUMBER:R3L - 5+22 to 3+75 - BARE EARTH
FLOW VELOCITY IS 3.B"_'5B56 FPS YY LEE- SIDESLCPE- 4 :1
FLOW RATE IS 12.17655 CFS RIGHT SIDESLCPE- 2 : 1
BOTTOM WIDTH' O FT
CHANNEL NUMBER:R3R - 11+20" to B+BO - 12" STONE" FRICTION FACTOR N-
LEFT SIDESLCPE° 4 :1 Y. LONG. ELOPE' 3.77
RIGHT SIDESLCPE= 2 : 1 TRIAL DEPTH- .35 FT
BOTTOM WIDTH. 0 FT
FRICTION FACTOR N= .06 WETTED AREA 15 .3675 BE
Z LONG. SLOPE. 6.670001 (JETTED PERIMETER IS 2-225711 FT
TRIAL DEPTH' 1.02 FT HIS. RADIUS 15 - 16St15S FT EE
FLOW VELOCITY 15• 4.3419 FPS WETTED AREA IS 3.1212 SF FLOW RATE [8 1.39366G CPS
LFS
WETTED PERIMETER IS 6.Op63T FT CHANNEL NUMBER:R3L - 3+22 to 5+75 - SYNTHETIC MATT
FLOW
RADIUS IS S 7.?246 FT p LEFT SIDESLCPE= 4 :1
FLOW VELOCITY IS 3.92P54 FPS Yv RIGHT SIDESLCPE^ 2 : 1
FLOW PATE [5 12.23T CFS , BOTTOM WIDTH- 0 FT
CHANNEL NUMOER:R3R - 11+40 to 11+20 - BARE EARTH FRICTION FACTOR No .036
'_EFT SIDESLCPE: 4 :1 Y LONG. SLOPE- 3.77
V'1IGHT SIDESLOPE= 2 :1 TRIAL SEPTET .43 FT
BOTTOM WIDTH- 0 FT
FRICTION FACTOR N- .02 WETTED AREA IB .3347 SF
Y. LONG. SLOPE- 4 WETTED PERIMETER IS 2.734445 FT I
TRIAL DEPTH- .29 FT HYD. RADIUS IS .2020565 ET
FLOW VELOCITY IS 2.767024 FPS i
'WETTED AREA IS .2523 SF FLOW RATE IS 1.334865 CFS
WETTED PERIMETER IS I.B4416 FT CHANNEL NU MBER:RSL - 5N5 [0 8+95 - BARE EARTHi
HIS. RADIUS 15 .1368102 FT LEFT SIDESLOPEw 4 :1 "
.FLOW VELOCITY IS 3.945461 FFS RIGHT SIDESLCPE• 2 :1
FLOW RATE IS .995439B CFS
BOTTOM WIDTH= O FT
FR
ICTION FACTOR N= .02
4
' LONG. SLOPE- 6.670001
' TRIAL DEPTN= A FT
WETTED AREA IS .48 SF
WETTED PERIMETER IS 2.54367 FT
HYD. RADIUS I6 .1887D30 FT
. FLOW VELOCITY IS 6.313042 FPS
FLOW RATE l5 3-03026 CFS

RAGSOALE CONCOLTANTR. PUl" L BNI TXFIELG. N` HNNELS
N.C.
_
• TRIANGLE BRIC✓. COMPANY -,MERRY OAN9 PLANT ]HANNEL RUNBEF.F3L 11+40 to I1120 - BARE EARTH -
01-09-199D _EFT SIDESLOPE- 4 : 1
HR NNEL NUMRER:R3l - 5+73 to B+45 - SYNTHETIC MAT . :IGHT SIDESLOPE= 2 :1
.EFT SIDESLOPE- 4 :1 30TTON WIDTH- 0 FT
FIGHT SI➢ESLOPE. p :1 7RICTION FACTOR N- .02
3DTTOM WIDTH- 0 FT LONG. SLOPE, 4
-FICTION FACTOR N., .QIH, TRIAL DEPTH. ', 13 FT�
.:LONG. SLOPE= 6.610061
TRIAL DEPTH- .5 FT � '. � , JETTED AREA 15 .0307 .iF '
YET;ED PERIMETER 15 .S24692h FT ..
TIED AFER.'[5'.DS. SF IYD: RADIUS IS 6.MB]2ET02 - FT
IETTEO PERIMETER 15 O.1}9MG) FT •LOW VELOCITY I5 7.310973 FPS
9YD.,RR01U5 IS .2358797 FT - -LOW RATE IS . 1191h63 -CFS
FLCW VELOCITY IS 4.069799 FPS
FLOW RATE IS 3.05=47 CFB
i HRNNEL NW BER:R31- - 5+71 [O U+43 - 6" STONE
_EFT.SIOESLOPE.' 4 .;1 . y
GHT SIOESLOPE- 2 :1 #p
�]TTOM WIDTH. 0 FT ..
-RICTION FACTOR N. .034 ..
Y LONG. SLOPE. 6.670001
T83 AL DEPTH- ,58 FT
WETTED AREA IS L Of92 SF
WETTED PERIMETER IS 3,682321 FT
XY➢. RADIUS 15 .2736204 FT -
=LUW VELOCITY IS 2.995392 FPS
BLOW RATE IS 3.022949 CFS
CHANNEL NUMBER:R3L - 0+45 to 8170 - BARE CAR H
LEFT SIDEELOPE= 4 ;1'
RIGHT SIDESLOPE= 2 :1 p'
BDTTOM'WIDTH- a FT - a
FRICTION FACTOR N .02 q ..
Y. LUNG. SLOPE- 1
TRIAL DEPTH BB FT_ -
NETTED AREA'IS 2 323E OF
WETTED PERIMETER IS 3.5960%8 FT
HYD. RADIUS IS .41514B3 FT
FLOW VELOCITY IS 1.307548 FPS
FLOW RATE IS 7.037696 CFS
CHANNEL NUMBER:R3L - 8+B0 to 8170 - BARE EARTH
LEFT SIDESLOPE= 4 : 1
IGMT 6IDESLOPE. 2 :1 ..d..
TTOM WIDTH= 0 FT
FRICTION FACTOR Ne .02
1 LONO. SLOPE= . 1 ,,a
TRIAL DEPTH- .67 FT
WETTED AREA 18 1.346E SF '
WETTED PERIMETER IS 4.260647 FT ,..3.
HYD. RADIUS 15 .1160789 FT -
FLOW VELOCITY IS 1.090232 FPS -
,FLOW RATE IS1.468216 CFB
CHANNEL NUMBER:RSI I1i20 tp BiSO - BARE EARTH
LEFT SIDESLOPE- I st
RIGHT SIDESLOPE- 2 :1
BOTTOM WIDTH- 0 FT
FRICTION FACTOR N- .02 - -
2 LONG. SLOPE= 6 670001
TRIAL DEPTH= .3 FT
tt66
OWETTED AREA IS .27 OF
WETTED PERIMETER IS 1.907752 FT
HYD. RADIUS 15 1415278 FT
FLOW VELOCITY IS 9 211301 FPS 4'
FLOW RATE IS 1.407031 CFS :ry
CHANNEL NUMBER: R3L - 11+20 to B+80 - SYNTHETIC MAT'
LEFT SIOEELOPE= 4 :1
RIGHT SIDESLOPE= 2 : I
1BOTTOM WIDTH- 0 FT
FRICTION FACTOR N. .056
LONG. SLOPE= 6.670001
TRIAL DEPTH- .38 FT
WETTED AREA IS .4332 SF
WETTED PERIMETER I5 2.416484 FT -
HYD. RADIUS IS . 1792606 FT
PLOW VELOCITY IS 3.309342 FPS i4
FLOW RATE IS 1.460263 CFS
IA

PIPE �I
�Z1?I1.14CIE A4ZEh._= 1.8 :/�L
&w 10 Tc 10 NhI
AREL�
,I _ .
'�04 )(77 >Co.32�= 0.9c�
Gu,6�I.�F-L �It�IE�Io1:1S ? - P� l�Igo I-K �
i
c 1-�a.11JEt_wir�ruu:-.o .
A =,.Q.2Ssc
2 0.12
K7 �b.q2 'as
,
I
BY AP_IC DATE4&4,Io SUBJECT SHEET NO.--I OF
CHKD. BY DATE VAt 1/v PJD.eeIEP JOB NO. SFro�6o0i
RAGSDALE CONSULTANTS, P. A. CONSULTING ENGINEERS DESIGN SHEET

• G AJJEL -� 634o LF
10
G=o4
• �o =_(o.4 �C� �C2.a` � = :829 cry CTOTyL�
.SYA 0400. .To STA 1.620
S�cE
. � s/i2o p�o208 ��Fr
A = I .o 5F
Q - 3rscFs
FPS _ 5" r-P-� L,QiQe, 2GQ%tom
•
• T=C�z.4 �'o.s�Co.o�s�= ass
J �e 2"
CI-}.al-1rJEL _<�IM �i.(��to, 1S
SIOs. SLz,� = 4 1
o6�-7.
BY 4?j!� DATE 4/71go SUBJECT F �P—i(d� SHEET NO Z OF ,S
CHKD. BY DATE UISLhL P.?P"LE(7 JOB NO, 52nfr�Co
RAGSDALE CONSULTANTS, P. A. CONSULTING ENGINEERS DESIGN SHEET

A =;071' sv `
R 0.2v.
. ` V �J•32, F7 1 •: - FPt,'.,STOE . �l niirJC�. (2F �O :-:
.6:3 FRr�.n-, Gu2va= 1a !L4Jr71
.GIrK244 E)cau Lie,
n = i o.034 .
DEf-7H -1047
,_4,� _.-...0.:88._ SF .,-. T a
i .14.1
..
(3) 5TA 1+so Tb S74 S4-40 — Q;o = n` 29 cU�
� Cl-1,C.uNF�. DIME�I!�IO�S
SICE SLcr 411 .. -
cNn�hl��
SI-a= = O.o RDS I=F/Fr
n -
�UP
A = 2.Ezos
3.24rp:
BY DATE `�- RU SUBJECT T21AfJ41-E ?2O1C SHEET NO. OF 15
CHKO. BY DATE- JOB NO. sE 00��o001
RAGSDALE CONSULTANTS, P. A. CONSULTING ENGINEERS DESIGN SHEET

T= IJSE . .1Z SnaJE
= 2 IF
-
L r H
r MVP.= 8.25 FY.�
SiG'E sLF�� .` 4= I A. = 4..o sF
0. 49
rl - O-o45 ` .. = 2.CJq ;=P6
T (�2f4�CI Xo.oios) < 0.8 . AL-L1 \ th5L$ Kce
'z Ir STOrr�`
Ci-IN�fr.1�L_ D - E (300 L_F _
4mw
J �a o+oo 10 Srd r -f-4o Qro 0.2 cFS
� Gi-V.yJr.lE�. Dll.iiryJslor
✓I JrH = O
n = o. o2s
'L24 Gr
Q = o..07
Q = 0. I&1
/, \`/.f =�g2. 15l,q-s . >2pas —' C I cr-5 ok .r40 LI,JIrJlT. PLC''7,�
BY_d5KDATc� O SUBJECT T21/y.IG LG r/o4 GIG SHEET NO. 4' OF 15
CHKO BY—DATE— �iSc1pL P&ZI EfL- JOB NO. SEaD oo(
•
RAGSDALE CONSULTANTS, P. A. CONSULTING ENGINEERS DESIGN SHEET

GI—lALIrJFL G —L GOAT. - . —. .
2) ro 3 +oD Q n = O.42 cr=s
Q = 0 45 cFs
V 3.4q EP� > 2.5 Ff� Lwtoc„
F ., c l2v .5A
dam,. 44 n
` GUEGK wpTCG2 (�F�rN
FT .
ii,l 4- I
ooaFA
rvZ,
�" STcyJE.
BY ��� DATE d4AC SUBJECT 717 /D I(,IL 5 Lam. SHEET NO. ti OF IS
CHKD. BY DATE �I{I I/v �/jy7Q 102 JOB NO. SF'-� '-ml
RAGSDALE CONSULTANTS, P. A. CONSULTING ENGINEERS DESIGN SHEET

GF-IG�rJ ti�EL K -G �2CV LF �
r
G o.40
ML 4N.N, .
�lo C g iu/N2
• � = . C4.42CSXo. gv ] =: 0.2scFr�
GLJ15r,11aEL �IM.Ehrolb�S _ . .. .
Mbt STo E .SZE. V5.(2.E5 4.2°
• ¢JEDD��I(-r. .TIaIGY�1E�f�.-.��`x4,rG) = 10.3"
-�-� _.
• /yl.l.o vp0�
2"sTD^�E
•
BY DATE 4/5 A SUBJECT rPiLV`GIC E7M4/,y SHEET N0. OF �5
CHKO. BY DATE \1/I tJ t: FZ7 JOB NO.LEn2 -QO_I—_
RAGSDALE CONSULTANTS, P. A. CONSULTING ENGINEERS DESIGN SHEET

GI-IMl1.lEl� {-I -or C6O LF�
L;�-eW tiIxIE .b4Z�El> s1.7 nc
GN41Jh1e=L:. ,f�IMu.SSIorJ
\VP = 4.37 FT . .
1.12 SF
SA
I :
• t--a 1 ` G�Er-,rrl-1J .
' SII7EGPE.. .Q' ,I
• :.LOPE -.P.O?iJ Q 4.1n7
7r (�,2.4 �C.57 < 1L15 ,Q,.LLo�V^a-tt
� - • . . .. r�OfL Co°..STo nIE
BY ASK DATE 4 0 SUBJECT SHEET NO. OF I�
CHKO, BY DATE �/f�iLJ/1L P,�YJOIE-� JOB NO. S�
D
RAGSDALE CONSULTANTS, P. A. CONSULTING ENGINEERS DESIGN SHEET

•
A2�n = o.7co 4e
cFs ..
G11aJ�1 EI. :171MEIJ�IoI:I��
_DEFT-H #0.4'Z - \\/P 3.dco pr
A . v sr-
cFs . _
La oX. SNEd2 ST21�r� ((o2.4Yd2
; y
I_ d ; `,_�21" _z f
R.7yhkj TF41G✓-rJ6y� = ;1,5�3� = 14.r7'1
51c6 5L0F6 = .49I . A _ 1 ,00 G=
-X \V pv _ .I 2 = o,2s
SL.rx- r-- = ao-3 q _ 2.44 c
AJ-Wu/4811-E .. . . ,
Cp Sr'D41C
Br Ael- DATF SUBJECT TPA L1r.IGLE LIGIGIG SHEET NO�OF�
CHKD. BY DATE \/S50AL 0?n2PZIE.2 JOB NO.
•
RAGSDALE CONSUL P. A. CONSULTING ENGINEERS DESIGN SHEET

. Qo Co .4.7�77C0.G1v - 1,46 cFs
GIJLv.IIJ EL. DIMEf.�lo7J . �: . :.
\�/a-,-aZ T�l✓Prti.t = 0',2D' ��P= 2.31 r=r
14 "r/vT G 1,4a cam,
n a.oz5 �/ 4•�5 �o , BPS
._STo�E-LWInk1
-
� MAX. SroF.l� �12�.=` !,�'d•G� �q „ , ... ._
7 ..D01e.1% Tuic tilE�� (Co.9 ) _ _I0..65 ..
Z97 FT
Y1 = :J.Orjl �/ 2J5
cuEr� �IE�2 �T2-��S
r=olZ �" SroNe
BY-- AT d 5 A� SUBJECT rP vv. , ay� p�Ol�.., �9 e—��s - SHEET NO.�_OF IS
CHKO. BY DATE - VIS/I/+L r//1�iL�OG JOB NO.. t"noC�Gl71
0
RAGSDALE CONSULTANTS, P. A. CONSULTING ENGINEERS DESIGN SHEET

•
..GNt1r lIJEL. I.f -0 ( 140:LF
41
Gu - 26.4
J-p
Guar.J I.IBI.r.._>]lM E7:I51.D1.15._
.�p
54rxSLOF6;. =.4; I A = O.�I ` r
�Vlpru = o„
Get-01 0.0S>74 F!T/F.-r.
1.
�/�7C SI}�.6e ST2ESS
dam - 3 ,
�E 'rJcf TF41Gd'_r.lE��S
47 . .
go F�r
41oE 5�OPE = .4: 1 A = o.4G sF
WirJ-rH = 4 . 11 h
1!-LOPE = 62
✓ = 0,0477 _ V = Z,27 FPs
t
1 GNEGK SI-�EAfZ
r r I.21 <� 25 4LL. VAP ,E pc3L
BYE}— OAT 3�O SUBJECT SHEET NO.—IQ. OF 15
CHKO. BV OATE \��� PJ/ O ice— .Joe NO. f2z-D tJQ'XJI
RAGSDALE CONSULTANTS, P. A. CONSULTING ENGINEERS DESIGN SHEET

cuarJrJ� P-Q �7a LF�
Aa�a� alap�
G�-VV�FJNEL_ _pIF�EtJSl�l�l _
. 510� ,a�e� . 4.•J .. iA = PZISF
\Vlrtra. �'o Q = dui
2LopG - o o42A G�F=r.. G2 - o c o �s
T
.�_... ♦_i nl i_
NG RC-Q�O
NIiiK .5Ta�1Er'. 15�2'.-3 .
DEH - . O.
5L ors = D. C>42r Q = b•6a cry
r) = Q.645 = r.89 rps
D.30 CO. 042G ) = 0.80 = O. Bo ALLpda�l_
BY DATE SUBJECT SUBJECT SHEET NO. Ir OF_L5—
CHKD. BY DATE \�IG�1•IA! /YZrZIE� JOB NO.Z�aC�nl
RAGSDALE CONSULTANTS, P. A. CONSULTING ENGINEERS DESIGN SHEET

GNAIJ�IE� rz -S Coo LK �
Aze4 = !o-41 ,4
• .-. .�o = .Co.4 )(b ?(41 _!.31
(_�1-141�11IEL I�IF�I EJJ�JIO:II�. . : _
\VATm2 Deer + =0,271 Fr
Ci1� �LOrZ= = 411
O.OZGq FT*T, Q 24 Gr5 ,
n =:o,o2S •4!2e)i= . .> 4. . Fcs .,
STOrJ6 L1�fuJy
2F4d�rLED
� F2GT� Gc112✓E...�. jp„
�JE�1�iGf oecrN = I,SC�a ) _ 'I 125"
Derr-1 O ,_
S11x- SLOG✓ '= 4 = I � = 0.52 gF
\\/I r7rr r4 = O rz 17
e�OPe = b.0�69 �PT Q = 1.28 cp�:.
✓l
srZeSS')
-7r9 �..= I, ?3. . :.2,5 4c1.a,N.ca>Lc.
� . �Y �'
BY W< K DATE4/5A SUBJECT SHEET N0. OF 15
CHKD. BY—DATE VISU_P �¢w ErG .roe No. Ae003aco-oj—
RAGSDALE CONSULTANTS, P. A. CONSULTING ENGINEERS DESIGN SHEET

45 4PJl.IFl
C, - 0.4
tiov `8 /R
CNANIJ EyI .f�,IMEJsIo
0.25 WP = `G.O(a FT
5LoF� = O.oCoro� Q c. p.94c�-,
> 2.s
. Litj, J9
i, . 2 '0
- S'-Irl1y2 �T�G:S
T-yds = C6z.4Xo.u �'a,o��> .= I,o4 > 2
d ; a.4 IL
Mi�.u•STeaJ�__512E -_i.aC� 4J. =.5,1 . .
�FPTH - 0.33 MVP = 2."72 ❑T
Slckc,: SLCFffi 4- I A =- .0.44SF
Zvi DT-H = o � = O. I
SLoPE
n= o.04(5
C62a )Ct12_ .o � 1 1 .37 << 25 /yto � E .Fo2
BY AOL DATE �3fo SUBJECT T2I4,06Ly.yE z2zrtL SHEET ND. &� OF IS
CHKD. BY DATE UIS 1 I (/!, (L1 JOB NO 5 QC+VQ QOI
RAGSDALE CONSULTANTS, P. A. CONSULTING ENGINEERS DESIGN SHEET

..
xa. sra. B G � MItJ_ 141 tit
CUAH61El_ .row ro A .. CFr) .. _6F ) r-T/F`r CAW D
-I�90 °_4 _0.25 O O.c�32 — —•
iC-.p5 0400_. tl 4-20 _J.-4 - .. 0.5 c.> 002o5 2 4,5
4- ,_.:0.42 O o.0(m67 5.4 12.15
.:._J--4 O o 0.0105 2 45
p-E 04,66 1+46 4 0.15 O ox:4Z9
1440 =7+c0 4 o.w O v.o�3, 4.4- 9.9
F G 0+60 21&0 4 0. US 0 0.cx, g 2.8 61-3
N -I o+Q7.. .6a-CC) 4 0.S7
J-K 04g2. 2 +00 .. .:.4 _ o.41 i 0.oz�0 2 4-.S
r i
I^ 04+c 1+75 a o.3i� O O,oa 14 4.(l IC-ss
. .4
P-4 _o+op 6+770 _ _1 4 o,� O o,0429 2 4.S
Rr5 O+CcD J-1-q40 „ - 4 0.3� o I.ZS
T-u o+o� 2+io 4 O.� b O.066-( 3,4 7,(.S
! } �
BYE'!- DAT 4 O SUBJECT T21ALI/ l P(� riPO.1 C� SHEET NO. I4 pF I S
CHKD. BY DATE ��I SI)/�I_ YJGQC^I L.Y� JOB NO.25E90-5 -0—C> I
RAGSDALE CONSULTANTS, P. A. CONSULTING ENGINEERS DESIGN SHEET

•
SToI-lE GF�EGK DL1r.n A CSCQ -A/
e c = 0.4
.14
To rbt, - fJEtilJ r�p. .Q.rc>:v-. O'G2 A�
cpr
wa-rFJG o�p,-y = 3
PIZFJ� TOP = GG2 Ste'
� �511J COL. _ ICo.BT GF
REC L.IIr��- \�/E12._.G�061l,✓-..4 -J .' F1ZEE2C�21�
f
_ SUBJECT TQI 1 L J�SHEET NO. OF IS
By DATE-4CHKD. BY DATE ' J?.�1-3� JOB NO. �CL3fn��_
RAGSDALE CONSULTANTS, P. A. CONSULTING ENGINEERS DESIGN SHEET

i 'TEMPCP.Agq A
PIT 1711_-1(.j.1S1DtJ5->'I FT VEEP
r � 4/I SIDE. 'ko7c. 19.83 GF .
WIC
� . _�hIE IZ LENUTFI 4• F'.T � ..;
MAY I MiN;�I_ DDA o.:82 AG
' 'Sq=0:o3 AG
MAX' MUM Q„ = 3.16 G175 . ..
MAUInnUM D3A= S FT
YEn/,Pol?Ae�? SepIr�1ENT TKO.? /A SPN.L. BE A -NFICALL'-� 51 ZED CIIVICE
1VSED 11.1. .jtiO t,T1?LES TO .. OVII SU F, - IEti1T p2OTELTlol.1 OK AP_EAS
iP,�1aJ c� GL,EAeEU -: ;;000.AI'.E;(7 ..Ae 517F5 rC VaAS1m0
a I
49
I
1 :
v
1
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BY DAT OA• IDA0 SUBJECT -f2JAA16LS ?VICe- SHEET NO. 1 OF I
CHID. BY DATE MEeeL? Colo PLANT -SITE I JOB NO.cecc),5 b1
'TEMPO L-�A�`? �..EDIMEAIT T2L1p A
RAGSDALE CONSULTANTS, P. A. CONSULTING ENGINEERS DESIGN SHEET

6 1�i�G-� lor-1 Dl ru-+
2 OZ J .i
a
31
GAP6Giirc� GUEGK_ .,. � .
WaTE t7EPTN. 2 , . I \/r .= 11.94 FIr
r
IF-
S 1 GFS
. !�A1i�-1�tE _p��InJS �h1rCI ��J�i1.G TO C/�v�Fr71oIJ
Z217 TO NdlE a T[=h� `ILJ�
- �ro. 2+ zL -1vr-F iLE ruaJ, ruE �126 cry .Wv-�0MJ*.t
'. ,Gib?6l�ITL( OFF DI>%E2SIol:l �17iTGF-�
By_=- e/ DATE QO SUBJECT T E 1' SHEET NO. I OF_I
CHKO. BY DATE 12Mr-Ze9 nSf 121 Yti PE G. JOB NO. SEp03lo001
RAGSDALE CONSULTANTS, P. A. CONSULTING ENGINEERS DESIGN SHEET

_ Speed Le t_ere
To �()�AI ���� Dale From 'TI'�d4_''/ ��jS Date q
a PiAL176d LQS Au/rop! (d�S
.
Subject 14t,&S C4 1WtVW9 tAix,f S/?G l 07v
„vMeaeage Reply
Imo- 414J mil, -
�/
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L
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CeNanl�®.van
SENDER—DETACH AND RETAIN YELLOW COPY. SEND WHITE AND PINK COPIES.

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To 'UtH/ Date From &'A-q 7Av14 Data 4119110
. �I7,/1.0 -'ik< dr• �LutaAl.r L Q S
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Subject
µeMessage Reply
mn i ° z7 90
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WIIwnJenH
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SENDER—DETACH AND RETAIN YELLOW COPY. SEND WHITE AND PINK COPIES.

y� RECEIVED
APR 1 L 1990
IANP ng4L0r
SECTION
North Carolina Department of Cultural Resources
James G. Martin, Governor Division of Archives and History
Parric Dorsey, Secretary William S. Price,Jr., Director
April 9, 1990
MEMORANDUM
TO: Tracy E. Davis
Land Quality Section
Division of Land Resources, DEHNR
FROM: David Brook, Deputy State
Historic Preservation Officer ;i ,J
SUBJECT: Application for Mining Permit
Chatham County, Triangle Brick Company,
Merry Oaks Site #1 , ER 90-7843
We conducted an on-site inspection of the subject mining permit location
on March 23, 1990. Although evidence of prehistoric occupation of the
area was noted, none of the located sites are considered to he eligible
for inclusion in the National Register of Historic Places. Therefore,
it is our opinion that issuance of this permit will have no effect upon
significant archaeological resources.
Thank you for your cooperation and consideration. If you have questions
concerning the above comment, please contact Ms. Renee Gledhill-Earley,
environmental review coordinator, at 919/733-4763.
DB: slw
cc: Howard P. Brown
Triangle Brick Company
6523 Apex Road
Durham, N.C. 27713-9217
109 EanJones Street• Raleigh, North Carolina A3MI 27 6 01 -28 07

• StT� `� � Fly
pp
➢IVISION OF LAND RESOURCES *41-Co
March 2, 1990 Fl e
MEMORANDUM 444 AR 06 1,99 L/
TO: Tracy Davis, Acting Mining Specialist ^"'141 rr SECTDry
FROM: John Holley, P.E. , Regional En 'nee
SUBJECT: Review Comments
Proposed Merry Oaks Sites
Triangle Brick
We have reviewed the applications for the subject mines and have visited
the sites. We offer the following comments for your consideration:
�Y. The applications appear to be complete and generally consistent with
the site conditions.
The proposed buffer along SR 1911 east of the existing sawmill at
site !il is cleared. Therefore, screening may be necessary along SR
1911 for mining area M-1. Also, any old logging deck access points
along SR 1912 may need to be screened.
✓3: Temporary diversions required for operation of site #1 are not
adequately addressed. The diversions must be extended to control
the perimeter of mining areas M-2 & M-3. Further, most of the
diversions directly adjacent to the sediment basins are running
uphill. Lastly, no design computations have been provided for the
diversions at either site and many of them will be controlling
runoff from large areas.
./� Although sediment basin computations appear accurate, the designs
have not been adequately depicted on the plans. The basins should
a` be drawn to scale with the dams and spillways shown. Further,
construction of the riser/barrel structures will not be practical
�S I for basins 2, 4 & 6 at site 61, and basins 1, 2, 3, 5, 6 & 7 at site
#2. The risers should be at least twice as tall as the diameter of
the barrels to ensure an efficient structure with adequate
perforations.
t !r.l The intended height or all stone filter sections for sediment traps
must be specified. More than the l' trap depth will be needed.
efv Al� Rehabilitation of the natural drainageways bordering and running
Q,-i pbAp ' through mining area M-1 at site iil has not been addressed.
oid"d wlo' Initial sediment control (following stripping) has not been
addressed for the corner of mining area M-1 southeast of the
overburden storage and temporary stockpile area at site 0.

1J8. Where channels are designated "bare earth," it should be clearly
noted that such features must be conventionally seeded, mulched &
tacked as a minimum. Further, the "fabric lined channel" detail
should indicate that the netting will be installed over mulch. f
9. Dissipator designs are deficient. Some pipes have not been provided
with dissipators when they appear necessary. When the design charts
cannot be read, the actual outlet velocity must be computed. Where
a dissipator is required, the design discharge must be increased as
necessary to read the charts. Based on the submitted data, the
following adjustments are required as a minimum:
SITE # LOCATION LENGTH STONE
1 Basin 3 13.5' NCDOT Class I rip-rap, 18" deep
1 Basin 1 Acceptable NCDOT Class A, 9" deep
as designed
1 Basin 2 NCDOT Class A, 9" deep
1 Basin 5 NCDOT Class A, 9" deep
1 Pipe 1 9.5' NCDOT Class A, 9" deep
1 Pipe 2 16' NCDOT Class I rip-rap, 18" deep
1 Pipe 3 26' NCDOT Class I rip-rap, 18" deep
1 Pipe 4 9' NCDOT Class A, 9" deep
2 Basin 1 Acceptable NCDOT Class A, 9" deep
as designed
2 Basin 2 " NCDOT Class A, 9" deep
2 Basin 3 NCDOT Class A, 9" deep
2 Basin 4 NCDOT Class A, 9" deep
2 Basin 5 NCDOT Class A, 9" deep
2 Basin 6 NCDOT Class A, 9" deep
2 Basin 7 NCDOT Class A, 9" deep
2 Pipe 1 16' NCDOT Class I rip-rap, 18" deep
10. Old trash, tires, and building debris exist. ; at site #2. Such
materials should be removed and disposed of properly.
11. Portions of the sites are currently unstable due to previous logging
operations and should be stabilized. We will address this in a
letter directly to the company.
JLH:ga

®PUMNIN RAGSDALE CONSULTANTS, P.A.
99 310 E.JOHNSTON STREET — P,O.BOX 1749 — SMITHFIELD.N.C.27577
TELEPHONE [phone]
February 16, 1990
Mr. Don Safrit, P.E. (�
Supervisor, Permits and Engineering
N.C. Division of Environmental Management
Post Office Box 27687 9'ij` 1990
Raleigh, North Carolina 27611-7687
RE: Triangle Brick Company
Dear Mr. Safrit:
Triangle Brick Company has applied for Mining Permits for two (2) sites
in Chatham County in the Merry Oaks Community. The brick manufacturing
process involves wetting the molded brick units after they are trimmed so
surface texturing materials, such as sand, will adhere. Approximately 500
gallons of this water will be used and wasted each working day. The primary
constituent in the washwater will be clay particles.
We propose to discharge the washwater into natural drainageways which
are tributary to sedimentation basins. In view of the low flow, we believe this
will be adequate treatment.
l' on behalf of Triangle Brick Company, we respectfully request your
review and approval. Enclosed are three (3) sets of plans and discharge
permit applications for both sites, and two (2) checks in the amount of $200.00
each for application fee.
Should you have any questions or require any additional information
please do not hesitate to contact us.
Sincerely,
RAGSDALE CONSULTANTS, P.A.
Robert L. Massengill, P.E.
Enclosures
RLM/ccy
cc: Mr. Howard P. Brown
Mr. Tracy Davis
ENGINEERING • I_ANOSCAFJL= ARr_H1TF'CTLJn1=
SURVEYINf7 • PHOTOGRA.MMETRY
f=inI.FIC'�FtC] i=i[[_: c:Ci011_•ti!:C_ l310: 'ice T RAll_,;; 1!.ticl-!, �"J.C:.^-°ci(:: 1c_41�7!i;'iil- �
LILLIN: "1"CJI`I1 = II:;E; RO
I

J c ::
•� _ RORTH CAROLINA DEPT. OF NATURAL RESOURCES AND COMMUNITY DEVELOPMENT
DIVISION OF ENVIRONMENTAL MANAGEMENT, P.O. BOX 27687, RALEIGH, NC 27611
NATIONAL POLLUTANT DISCHARGE ELIMINATION SYSTEM I APPLICATION RUlg[0.
APPLICATION FOR PERMIT TO DISCHARGE - SHORT FORM C FOR
AGENCY
USE . DATE RCCC fVFO
To be filed only by persons engaged in manufacturing and mining
YEAR Mo. DAY
Do not attempt to complete this form before reading accompanying instructions RECEIVED
Please print or type
rEB1a1990
1. Name, address, location, and telephone number of facility producing discharge
A. Nano TRIANGLE BRICK COMPANY LANI1 rillAili'y Ctrnn,
B. Mailing address 6523 Apex Road V '
1. Street address
2. City
Durham 3. Stater N.C.
A. County Wake S. 21P 27713-921
C. Location: Plant Site Al adjacent to SR 1912 at Merry Oaks, approximately 20
1. Street
2. City Re 1 Mnrsnrtvo � NC 3. County Chatham
a- State N
0. Telephone Uo. 919 828-207C
Area
Code
2. SIC
(Leave blank)
3. Number of employees 30
i If all your waste is discharged into a publicly owned waste treatment facility
and to the best of your knowledge you are not required to obtain a discharge
permit, proceed to item a. Otherwise proceed directly to item 5-
A, If you meet the condition stated above, check here a and supply the information
asked for below. After coroleting these items, please complete the date, title,
and signature blocks below and return this form to the proper reviewing office _
without completing the remainder of the form,
A. Name of organization responsible for receiving waste
E. Facility receiving waste:
1. Name
2. Street address
3. City a. County
5. State 6. 21P
AVPrincipal Product, draw material (Check one) Sedlment layden process water
%. Principal process particle settling
2. Maximum amount of principal product produced or raw material consumed per (Check one)
Mount
Basis 1-99 100-199 200-a99 500-999 1000- 5000- 10,000- 50,000
a991 9999 49,999 or more
Ill (2) 13) (gl (51 Ifil U) I4
A. bav 500 -
0. man"I
C. Year

�hry✓r'
rl. Mn. Im�nn-n . nl Vrin. mLu .n.lenl l^uau� 1 P. I'd rnu mnn rinl ...n ....l. ••.I..n r...l a•
In ILee fn•ne LoY In ne a%uv,6 In (LL,,.i a 4.1
A.0 Pounds 8.0 tone C.0 bane is 0.0 bushels E.o square feet
f.6 gallons G.o pieces or units VN,o other, specify
9. (a) Check here if discharge occurs all year )j , or
1b) Check the henth(S) dl1(harge OfrnrS'.
l.n January 2.1:1 170"Vory 3.0 mich a-n April b_p Nay 6.o June
7,0 July R.o August 1.0 5eptemher 10.0 octolder Il.n Noven6er 12.0 December
Ic) Check how many days per week- 1.01 2.0 2.3 3.6 4.5 4,m 6-7
10. types .of waste water discharged to surface waters only icheck as applicable)
Flow Volume treated before, gallons per operating tlaY discharging (percent)
.Pill Discharge per
operating day 0.1-999 1000-4999 5000-9999 10,000- 50,000- None 0.1- 30- 65- 95-
49.999 or more 29.9 64.9 94.9 100
(11 12) (3) (4) (5) (6) (2) (8) (9) (10)
A. Sanibry, daily
average -
a. Cooling water, etc. 100
daily average
C. Process water,
daily average 500
D. Meyimem per operat-
ing day for total 500
discharge (all [ pest
11. If any of the threes types of waste ider'rfie.] in ler, to.eitor treaeed or untreated,
are dis, heroeu to places over than surface ware e., Check below as applicable.
T- Average flow, gallons Per operating day
Waste water i
discharged to� 0.1-999 1000-4999 5000-9999 10,00049,999 50,000 or more
(11 (2) (3) (4) (S)
A. Municipal seupr Systcn
G. Underground well
C. Septic lee-.
D. Fvaporat ion lagnnn or Pon,
C. Other r,neci•.
12. Number of separate dlscharpe n., A.lh1 B.n2-3 C.04-5 0,06 or marre
13. Name of receiving w.nter or water trip itary to Deep R 'vrr -
14. Does your discharge contain or is it possihle for your discharge to contain
one or mere of the follwinp substances added as a result of your operations,
aCtivi Lies, or processes ancarra, Cyanide-r aluminum, bPrvllium, Cadmium,
chromium, copper, lead, mercury, nickel, selenive. zinc, phenols, oil and
. grease, and chlorine (residual): A,0 yes 8.N no
I certify that I am familiar with the information contained in the application and
that to the best of my knowledge and belief such information is true, complete, and
accurate.
Howard P. Brown Vice-President
Printed Name of Person Signing Title
Fat.. my I 199n I1'J f7/r'/t.va7
Date Application Signed Signature of Applicant
North Carolina General Statute 143-215.6(b) (2) provides that : Any person who knowingly makes
any false statement repres=_riration, or coo titication in any application, record , report , plan,
or other document files or req�ired to be maintained under Article 2: or regulations Of the
Environmental Manager.cnt Crn.cission implementing that Article, or who falsifies, tampers with,
or knowly renders inaccc:atf: anv recording or monitoring device or method required to be
operated or maintained under A.-;icle 21 or regulations or the Environmental Management Cotomissic
implementing that Art-icie, sna_1 be guil ty of an misdemeanor pnmishable by a fine not to exceed
$10,000, ar In' it' r 'serneot n. t to escecd siY nonLhs, cr by bo[I1. (,16 C.S.C. Section 1001 provic
a punishm,r.c by r. ! :nc ,.: nor acre than S1O,Gclt9 crr impri..n u:ne nt n.it more than 5 years, or both,
for a similar offers,

' REGENED
DESIGN DATA FEB 051990
' AND LAMP OIIALITY SECTION
CALCULATIONS
' FOR
' TRIANGLE BRICK COMPANY
MERRY OAKS PLANT
' SITE I
INITIAL CONSTRUCTION PHASE
' DECEMBER 1989
' a ,pnnrrgrr
tN CARO
FESSIQ;y;?
e e
'O SEAL I
' 14533 !:
A°B:FNCI N� ,
' r
Fab. i99e
1
Q�
RAGSDALE CONSULTANTS, P.A.
ENGINEERING LANDSCAPE ARCHITECTURE
SURVEYING • PHOTOGRAMMETRY
SMITHFIELD, LILLINGTON, AND RALEIGH, NORTH CAROLINA
1

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RAGSDALE CONSULTANTS, P. A. CONSULTING ENGINEERS DESIGN SHEET

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RAGSDALE CONSULTANTS, P. A. CONSULTING ENGINEERS DESIGN SHEET

AC
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RAGSDALE CONSULTANTS, P. A. CONSULTING ENGINEERS DESIGN SHEET

SOLUTION OF MANWING ' S EON . FOR PRISMATIC CHANNELS
RAGSDALE CONSULTANTS ' P ' A ' , SMlTHFIELDr N . C .
- TRIANGLE BRICK COMPANY - MERRY OAKS PLANT
O1 -O3- 1990
ICHANNEL NUMBER : FROM PIPE 1 TO PIPE 4
LEFT SIDESLOPE= 4 : 1
RIGHT SIDESLOPE= 2 : !
N�BOTTOM WIDTH- 0 FT
w�FRICTION FACTOR N= . 028
fLONG. SLOPE= 3. 16RIAL DEPTH= . 68 FT
WETTED AREA IS 1 . 3872 SF
lWETTED PERIMETER IS 4. 024239 FT
HYD. RADIUS IS . 3207964 FT
FLOW VELOCITY IS 4' 421035 FPS
OW RATE IS 6' 13286 CFS
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I\ DESIGN SHEET RAGSDALE CONSULTANTS, P. A. CONSULTING ENGINEERS

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SOLUTION OF MANNING S EON ...... ..
. FDR PRISMATIC CHANNELS !
USDALE CONSULTANTS, P.A. , SMITHFIELD. N.L.
TRIANGLE BRICK. COMPANY - MERRY OAKS PLANT
01-06-1990 -
CHANNEL NUMBER:RIR - 1+90 to 3+70 - BARE EARTH
ANGEL NUMBER:RIR - 0+90 to 0+00 - BARE EARTH LEFT 51DESLDPE- 4 : 1
I SIOESLOPE= 4 :1 RIGHT SIOESLOPE= :1
HT SIOESLOPE- 2 :1 BOTTOM WIDTH= 0 FT
ANGEL
WIDTH. 0 FT FRICTION FACTOR N= .0^
FRICTION FACTOR N= .02 G LONG. SLOPE= 6.670001
ONG. SLOPE- 3 TRIAL DEPTH- .3 FT
IAL DEPTH- .26 FT
WETTED AREA 19 .27 6F
TTED AREA 15 =029 BE WE L WETTER PERIMETER IS 907752 FT
WETTED PERIMETERIS 1.633383 FT _. ....... HYD, RADIUS IS . 141529B FT
D. RADIUS IS 12263Y4 FT FLOW VELOCITY 1S 5.211F01 BAD
OW VELOCITY IS 3.IJ6962 FPS FLOW RATE IS 1.40703I LED
W RATE IS .64M12BJB BEG
CHANNEL NUMBER:RIR - 0+30 to 0+00 - SYNTHETIC MAT CHANNEL NUM BE R:flIR - 1+90 to SNO - SYNTHETIC MAT
LEFT SIDESLOPE= 4 :1 LEFT GIDESLOPE= 4 :1
GHT SIOE^vLOPE. 2 : 1 RIGHT SIDEELOPE- 2 :1
TTOM WIDTH- 0 FT BOTTOM WIDTH- U FT
21 CTION FACTOR No .p36 FRICTION FACTOR N= .036
% LONG. SLOPE. 3 'G LONG SLOPE= 6.670001
TRIAL DEPTH= .33 FT TRIAL DEPTH= .37 FT
TTED AREA 16 .3267 BE WETTED AREA IS .4107 BE
TIED PERIMETER IS 2.098328 FT WETTED PERIMETER IS 2.352894 FT
D. RADIUS 1S . 1556006 FT i HYD. RADIDS IS . 174551 FT
FLOW VELOCITY IS 2.069029 FPS FLOW VELOCITY IB 3.329616 BAD
OW RATE IS .6T9510 CFO FLOW RATE IS 1.36J4J3 CPS
GEL
IT
I SID :1 - BARE EARTH
NUMBER: - D+BS tv 0+50 ' CHANNEL NUMBER:RIR - 4+60 to 3+J0 - BARE EPRTX
RIFT SIDESLOPE= 4 :I LEFT SIDESLOPE. 4 :1
RIGHT SIOESLOPE� ^ : 1 RIGHT SIDESLOPC- 2 :1
IfIfWIDTH- 0 FT BOTTOM WIDTH- 0 FT
I CTION FACTOR N. .02 FRICTION FACTOR N= .02
OMG. SLOPE. 5.71 ! % LONG. SLOPE- 6.670001
IAL DEPTH= . 19 FT TRIAL DEPTH- .2 FT
WETTED AREA IS . lOp3 6F WETTED AREA IS .12 BE
TTED PERIMETER I9 1.208243 FT E' WETTED PERIMETER IS 1.271035 FT'
RADIUS IS 0.963429E-02 FT HYD. RADIUS IS 9.4391BBE-02 FT
355936 FP
W VELOCITY IS 3. S q; FLOW VELOCITY 15 3.976968 FPS
FLOW RATE IS .38511 CFB I ', FLOW RATE 15 .4972361 CFS
IIANNEL NUMBER:RIR - O+B3 to 0+30 - SYNTHETIC MAT
FT SIOEELOPE= 4 :1 CHANNEL NUMBER:RIR - 4+60 to 3+70 - SYNTHETIC MAT
GXT SIOESLOPE- 2 :i LEFT SIDECLOPE- 4 a
BOTTOM WIDTH= 0 FT RIGHT SIDESLOPE- 2 :1
FRICTION FACTOR N- .036 BOTTOM WIDTH' 0 FT
LONG. SLOPE= 5.7I FRICTION FACTOR N= .036
IAL DEPTH- .24 FT % LONG. SLOPE' 6.670001
TRIAL DEPTH' .25 FT
I TTED PEER IS .1720 BE
WETTED PERIMETER G 1,32hFT FT WETTED AREA IS .]B]3 3F
DNS IS .1132^c23 FT WETTED PERIMETER 18 1.599794 FT
OW VELOCITY T6 2.30696 FPS HYD. RADIUS 15 .il79399 FT
OW RATE IS .39B9018 CFS FLOW VELOCITY 10 2.563B13 FPS
FLOW RATE IS .9807199 CPS
CHANNEL NUMBER:RIR - 1+20 to 0+83 - BARE EARTH
;
' EFT SIDESLOPE= 4 :l j CHANNEL NUMSER:FIL - 0+30 to 0+00 - BARE EARTHI,
HT SIDE6LOPEa 2 f1 LEFT 6IDESLOPE- 4 :1
RIGHT SIDEELOPB- + :1
11
TDK. WI OTC= 0 FT BOTTOM WIDTH= 0 FT1. 666
11CT10N ROGER-FACTOI .02 FRICTION FACTOR N= .02
LORD. LOFE= . 1
TRIAL DEPTH- .31 FT % LONG. SLOPS- 3
TRIAL DEPTH- .29 FT
R
TTED AREA 15 893 BE WETTED AREA 15 .2523 SF
. PERIMETERR IS 1,9]1349 FT WETTED FERIMETER 15 I.B4916 FT
VELOCIADIUSTY
I9 S .62494 F'T HYD. RADIUS IS .136B102 FT
FLOW VELOL TTY IS ,632t9OF FPS FLOW VELOCITY 15 3.416669 FPS
FLOW RATE I6 . 10202J6 OFF _ FLOW RATE IS .062076 CFS
ANGEL NUMBER:FIfl - 1+20 to 1+90 - BARE EARTH
T SIOEELOPE= 4 : l CHANNEL NUMBER:RIL - O+SC to 0+00 - SYNTHETIC MAT
°BIGHT S WIDTH-F 0 2 LEFT STDESLOPE- 4 :1
RIGHT BIOESLOPE= 2 :l
BOTTOM WIDTH- FT 1 BOTTOM WIDTH.
[CTION FACTOR N= .02 0 FT
CND. SLOPE- . 1 FRICTION FACTOR N= .036
PL DEPTH- .4 FT %1 LONG. SLOPE. 3
TRIAL DEPTH. .36 FT
WETTED AREA 15 .40 BE
TIED PERIMETER 15 2.54367 FT WETTED AREA 25 .3BBB BE
10. RADIUS IB . iBB7038 FT WETTED PERIMETER IS 2.289303 FT
OW VELOCITY 15 .7729933 FPS HYD. RADIUS IS . 1698394 FT
Y LOW FPLE IS .5J 103hD CFS FLOW VELOCITY 15 2.192598 FPS
FLOW RATE 15 .852482_ CFS
N
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=OLUTIpN OF IIRNNING'S EON. FOR PRISMATIC CHANNELS
:.AGSDRLE CONSULTANTS. P.A. . SMITHFIELO. N.C. -
TRIANGLE BRICK COMPANY - MERRY OAKS PLANT
01-09-1990
CHANNEL NUryBER:RIL - O+BS to 0+5--� CHANNEL NUMBER:RIL - 1+90 to 3+70 - 12" STONE
FT SIOCSLOPE= A ;I OgRE ERRiH .", LEFT SIpESLOPE= a : 1
Ili i DESLOPE. 21 RIGHT GIGESLDPE= 2 :1
TTON WIDTH= 0 FT BOTTOM RU TH= O FT
ICTION FACTOR M. 11' FRICTION FACTOR N= .06
2 LONG. SLOPE= 5,71 1; ''1 LONG. SLOPE= 6.670001
[AD DEPTH. .21 FT y TRIAL DEPTH- 1.06 FT
TIED AREA IS . 1323 5F ! WETTED AREA IS 3.3708 SF
TIED PERIMETER RE 1.335427 FT WETTED PERIMETER 15 6.740)24 FT'
HYD. RADIUS IS 9.906947E-02 FT HYD. RADIUS 15 .5000649 FT
TLOW VELOCITY [6 C.BO1311 FPS i FLOW VELOCITY IS 4T029]B1 PP!i
�W RATE IS .5029L3q CFO FLOW RATE 15 13.5G.3B CFO
CHANNEL NUMBER:RIL - 4+60 to 3170 - BARE EARTHS
NANNEL NUMBER,RIL - OTIS to 0+50 - SYNTHETIC MAT LEFT SIDESLOPE= 4 :l
LEFT SIOESLOPE= 4 :1 RIGHT SIDESLOPE- ^ :1
EIGHT EIDESLOPE- 2 :t BOTTOM WIDTH'= 0 FT
OTTOM WIDTH- 0 ET FRICTION FACTOR N= -02RICTION FACTOR N- .036 1. LONG. SLOPE= 6.67O00I
LONG. SLOPS. 3.71 TRIAL DEPTH= ,qB FT
TRIAL DEPTH= ,26 FT
WETTED AREA IS .6915' SF
ETTED AREA I£ .2020 BE WETTED PERIMETER IS 7.052404 FT
ETTED PERIMETER IS 1.633385 FT HYD. RADIUS 15 .2264443 FT
,YD. RADIUS 15 .1226574 FT FLOW VELOCITY 15 7.129961 FPS
FLOW VELOCITY I8 2.434999 FPS FLDW RATE 15 4.927538 CES
FLOW RATE IS .49$8157 EEG
CHANNEL NUMBER:RIL _ 4160 to 3470 - 6"RNNEL NUMBER:RIL - 1120 to SIDE - BARE EARTH LEFT SIOESLDPE. A ;1 $TONE
eFT SIDESLOPE^ 4 : t RIGHT SIDESLOPE. 2
RIGHT GIDESLOPE- 1 BOTTOM WIDTH= 0 FT !
BOTTOM WIDTH- U AT FRICTION FACTOR N. O54
' [CTION FACTOR N. .02 'G LONG. SLOPE- 6.170O01
LONG. ELOPE. . 1 TRIAL DEPTH= .7 FT
3IAL DEPTH. .35 FT
WETTED AREA IS .3675 BE ' AREA E9 1.47 BE
WETTED
TIED PERIMETER 15 2.225711 FT ETTED PERIMETER IS 4.45142E FT
D. FApIUS 19 .1651158 FT HYD. RADIUS IS ,33D2Z16 FT
AW VELOCITY IS .7071549 FPS FLOW VELOCITY 15 3.395474 FPS
OW BATE IS .2390794 CFS FLOW RATE IS 4.991346 CPS
CHANNEL NUMBER:RIL - 1+20 to 1+90 - BARE EARTH CHANNEL NUMBER;RIL - 4+60 t0 3+70 - 9" STONE;
'LEFT SIDESLOPE- 4 :1 LEFT SIDESLOPE. 4 :1
RIGHT SEOESLOPE. 2 :1 RIGHT SIOESLOPE. 2 ;1
BOTTOM WIDTH= O FT BOTTOM WIDTH. O FT
FRICTION FACTOR N= .02 FRICTION FACTOR N= 6.809501E-02
LONG. SLOPE= . 1 8 LONG. SLOPE- 6.670001
TRIAL DEPTH= .96 FT TRIAL DEPTH- .76 FT
,WETTED AREA IS 2.7648 BE WETTED AREA :S 1.%32B BE
WETTED PERIMETER IS 6.104607 FT WETTED PERIMETER 15 4.G33972 FT
HYD. RADIOS IS .4528891 FT HYD. RADIUS IS .C583372 FT
FLOW VELOCITY IS 1.385639 FPS FLOW VELOCITY IS 2.948565 FPS
'FLOW RATE IS 3.1131O14 CFS - FLOW RATE IS 4.935646 CFS
CHANNEL NUNBER:RIL - 1+90 to 3+70 BARE EARTH
LEFT SIDESLOPE= 4 : i 4 CHANNEL NUMBER:R2R - 0+60 th 0+00 - BARE EARTH
RIGHT SIDESLOPE. 2 : 1 tt 'LEFT SIDESLOPE. 4 :1
BOTTOM WIDTH. 0 FT t RIGHT SIDESLOPE. 2 :1
FRICTION FACTOR N- .02 E BOTTOM WIDTH- 0 FT
% LONG. SLOPE= 6.670001 I FRICTION FACTOR N- .02
TRIAL DEPTH" .7 FT % LONG- SLOPS= 6.670001 3
TRIAL DEPTH- .31 FT (((
1.
WETTED AREA IS .208Z SO
WHYD. RADIUS ETTED AREA [5� 47 SF WETTED PERIMETER
IS E24 167779 FT
TFPSFT HYD WETTED
M15EP24624n4]1FT4 FT
FLOW
FLOW RATE 1E 13,47663 CFS I FLOW VELOCITY IS 5.326475 1'P5
� FLOW FATE IS 1.535623 LF3
HANNE4 NUMBER:RIL - 1+90 to 3+70 - 9- STONE
EET SIDESLOPE. 4 :1 CHANNEL NUMBER:RTR - 0160 to 0+00 - SYNTHETIC MA
RIGHT EIDESLOPE= 2 :1 LEFT SIDESLOPE= 4 : 1
BOTTOM WIDTH- 1 FT RIGHT SIDESLOPE= ] :1
RILTIBN FACTOR N= .062 BOTTOM WIDTH= O FT
LONG. SLOPE. 6.670001 FIRICTION FACTOR N= 036
TRIAL DEPTH= 1.07 FT % LONG. 6LOPE= 6.670001
TRIAL DEPTH= .38 FT
WETTED AREA IS 3.4347 Sr -
WETTED PERIMETER IB 6.804ZII, FT 'WETTED AREA IS .4332 BE
HYD. RADIUS IS .5047076 FT WETTED PERIMETER 15 2.416486 FT
LOW VELOCITY IS 3,924276 FPS HYD. RADIUS IS .1792696 FT
LOW RATE 15 13.47871 CFS FLOW VELOCITY IS F.389342 FPS
f FLOW RATE IS 1.468267 CEO
IL
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SOLUTION OF MANNING EGA. FOR PRISMATIC CHANNELS '., - CHANNEL NUMBER: R2R - 412B to 9a60 - SYNTHET]C M(
�GSORLE CONDO LTRNTS� P.A. , 6MITHFIELG, N.C. LEFT $SIDESLPE= 4 a
RIGHT SIDESLOPE- 2 a
01-99-19TRIANGLE Bft]CY. CGXPRNY - MERRY GRKfi PLANT FRICTIBOTTOMON
WIDTH.NFACT 0 FT
OI-09-1990 FPICTIGN POLTGR N= O36
CHANNEL NUMBER:R2R - 2a95 to 0+60 - BARE EARTH J. LONG. SLOPE- 1.52
FT SIDESLOPE- 4 : 1
TRIAL DEPTH- .46 AT
eGMT SWIDTLGFE= 2 :1 WETTED AREA IS .634G 6F
TCTITOM WIDTH- 0 FT WETTED PERIMETER 19 2,92522 FT
FV.RICTION FACTOR H= .02 LONG. 9LOPE= BS HYD, RADIUS 19 .2170093 FT
. ,
[AL DEPTH' .42 FT I FLOW VELOCITY IS 1.007767 FPS
FLOW RATE IS 1.166614 CFS
TTED PEER IS SF
TTEB PERIMETERR T CHANNEL NUMBER:R2R - 3+60 to 7+05 - BRAE EARTH
S IS ^6]OBS: FT HYD. RADIUS IO .19B1309 FT LEFT SIDESLOPE- 4 -1
WIDTH-
P 1)OW VELOCITY 15 2,32015E FPS RIGHT 6 2 a
GW RATE I6 1,232038 CFS K BOTTOM W WI pT H= 0 FT
FRICTION FACTOR M. .02
._ .. _ ..
RNNEL NUMBER:fl2R - 3r20 to 2a99 - BARE EARTH J. LONG. SLOPE, .89
LEFT 610ESLOPE= 4 : 1 TRIAL OEPT11= .31 Fr
RIGHT SWIDTH-F0 2 :1
TTOM�ICTI W10TN= 0 FT WETTED AREA IS R 19 Z99 BF
ICTION FPCTOR'N="-.p2-- WETTED PERIMETER IS 3.2431J9 FT
LONG. SLOPE. . 1 HYD. RADIUS 16 .240597E FT
TRIAL DEPTH= .26 FT FLOW VELOCITY 19 2.711500 FPS
FLOW RATE IG 2.11579 CFS
TIED AREA 15 .2026 BE
TTEDD.
PERIMETER IS 1.653385 AT CHANNEL NUMBERIR2R - 3+60 to 7r55 - SYNTHETIC MR'
D. RADIUS IB S .580J4 FT LEFT 6IDESLOPE= 4 :1
OW VELOCITY 11 .GO3 CA FEE RIGHT SIDESLOPE- o :1
FLOW RATE IS .I U6303 CAR BOTTOM WIDTH' O FT
FRICTION FACTOR N= .02E
IANNEL NUMSER:R2R - 3a20 to Sr30 - BARE EARTH] % LONG. SLOPE- .89
FT SIDESLOPE- 4 : 1 TRIAL DEPTH. .5$ FT
GMT SIDESLOPE- 2 :l
BOTTOM WIDTH- O FT p' - ' WETTED AREA 18 .9075 BE
ILT[Dry FACTOR N. .02 WETTED PERIMETER IS 3.497346 FT
LONG. SLOPE- .1 HYD. RADIUS IS .2194677 FT
IRL DEPTH= .19 FT FLOW VELOCITY l6 2.201196 EPA
FLOW RATE IF 2.070185 CF6
WETTED AREA 39 PERIMETER 720001E465 6F � �-
'WETTED DIU158 IS 1.144651 FT LEFT NEL NOMBER:R2R - 7a 89 Co 3a69 - BARE EARTH
D. RELICS IS 8.491669E-U2 FT LEFT SIDE9LOPE- 4 : 1
OW VELOCITY IS A339251 FPS RIGHT SIDESLOPE- 2 it
OW RATE [9 4.412152E-02 CFS BOTTOM WIDTH= 0 FT
CHANNEL NUMBER:R2R - 3+30 to 4+28 - BARE EARTH FRICTION FACTOR N. .02
FT SIDESLOPE- 4 :1 S LONG. SLOPE- 2.5
GMT SIDESLOPE- 2 :1 TRIAL DEPTH- .43 FT
TTOM WIDTH- 0 FT
ICTION FACTOR N- .02 WETTED AREA IB .h075 BE
R LCNG. SLOPE- 7.04 WETTED PERIMETER 16 2.861628 FT
IAL DEPTH- .26 AT It p HYD. RADIUS 19 .2122917 FT
FLOW VELOCITY IS 4.180h B5 FPS
IT" AREA IS .2028 SF FLOW RATE IS 2-539766 CFS
ITTEDHYD.
PERIMETER IS I.d574 FIT
FT CHANNEL NUMBER:R2R - 7+05 to 0+65 - SYNTHETIC MAT
HYO. RADIUS 15 .12:63]4 FT LEFT 610EELOPE- 4 :1
��}y..OW VELOCITY [6 2.619]9 FPS I RIGHT SIDEALOPE= 2 IS
OW RATE l6 .931293E CF6 BOTTOM WIDTH- O FT
NIIIHANNEL NUMSER:R2R - 3+30 to 4+28 - SYNTHETIC MAT FRICTION FACTOR N- .025
LEFT SIDEALOPE- 4 : 1 'A LONG. SLOPE- 2.9
RIGHT SIDESLOPE- 2 -:1 TRIAL DEPTH= .4B FT
ITTOM WIDTH- 0 FT
ICTION FACTOR N- .036 WETTED AREA IG .6912 EF
LONG. SLOPE- 2.09 NETTED PERIMETER IS 3.052404 FT
TRIAL DEPTH- .52 FT HYD. RADIUS I6 .2264445 FT
FLOW VELOCITY I6 3.491391 FPS
TIED AREA I5 .3072 BE FLDW RATE IS 2.413388 CFS - ---
%3
PERIMETER IS 2.03493h FT
D. R
D. RADIUS IS .19096E AT CHANNEL NUMBERIR2R. - 8+65 to 917E - BARE EPRTH'.
OW VELOCITY I6 1.hJ152 FP9 LEFT AIDESLOPE- 4 a
FLOW RATE IS .513491 CFS - RIGHT 6IDESLOPE= 2 :1
BOTTOM WIDTH= O FT
RNNEL NUMBS R:RIS - 4+22 to 3+60 - BARE EARTH FRICTION FACTOR N= .02
FT 9IGESLOAS! 4 :1 'J. LONG. SLOPE- 1.82
111111 BHT SILESLOPE- 2 :t - 5 TRIAL DEPTN- I 1 FT
BOTTOM WIDTH- 0 FT
FRICTION FACTOR N- .02
'LONG. SLOPE- 1.52 WETTED AREA 1S .7802999 6F
WETTED PERIMETER IS 3.243V9 ET
LPL DEPTH- .,T] FT j HYD. RADIUS IS .2405973 FT
FLOW VELOCITY ]B 3.877498 FPS
WETTED PERIMETER
WETTED P ISJ SF FLOW RATE IS C.025612 CFG
1G 2.352894 FT
D, LEFT SIDEGLOPE= 4 :1 RADIUS I9 S 2.06 206109 FPS 1 FT
W VELOCITY IS CHANNEL NUMBER:RZR - 816E Co 9+75 - SYNTHETIC MAT
W RATE I9 1, 175033 Cr, RIGHT SIDESLOPE= 2 :1
}{{g$p BOTTOM WIDTH= 0 FT
' FRICTION FACTOR N= .023
LONG. GLOPE= 1.82
TRIAL DEPTH- .55 FT
WETTED AREA IS .9073 SF
L' WETTED PERIMETER 15 3.497546 FT
' HYD. RADIUS 15 .2594677 IT
FLOW VELOCITY IS 3.262145 FPS
C: FLOW RATE IS 2.960397 CFS py
A

�ON BF MANNINO 5 EGN. FOR PRISMATIC CHANNELS CHANNEL NUMBER•R2R - 13+90 to 13+20 - BARE EPRTF
G BDA LE CONSULTANTS, P.A. , SMITHFIELD, N. C. LEE f SIDESLOF'Go 4 1
RIGHT SIDESLOPE' 2 11
TRIANGLE BRICK COMPANY - MERRY OAKS PLANT BOTTOM WIDTH. 0 FT
0I-09-1999 FRICTION FACTOR N= V-
HAMNEL NUMBER:R2A - 9+73 to 9+90 - BARE EARTH % LONG. SLOPE- . I
PAT TSIDESLOPE- 4 a1 TRIAL OEFTM= A FT
SIOF_6LGF'6= 2
BE
OTTOM WIDTE= Cl FT WETTED AREA 15 PERIMETER I 2.
FRICTION FACTOR N= .02 WETTED DIUS ! IS 2.54369 FY
LONG. SLOPE= . l 6 HYD. RADIUS IS .IBp]O38 FT
k[AL DEPTH- .O] FT FLOW VELOCITY 15 .7729933 FPS
FLOW RATE IS .3710366 CAR
ETTED AREA 1S 2.27O7 BE
i CHANNEL NUMBER:R2L - 0+60 to 0+00 - DARE EARTH
WETTED PERIMETER IS 3.332481 FT
LEFT SIOESLOPE= 4 :1
HYD. RADIOS 15 .4104307 FT RIGHT S WIDTH-
2 a
1 FRICTION
WIDTH= 0 FT LOW VELOCITY [5 1.297623 FPS
LOW RATE IS 2.946514 GAS : flLONG. FACTOR N= 00
_ ..___._...__ % LONG. SLOPE- 6.6]0401
CHANNEL NUNBER:R2F - 10+00 to 9+90 - BARE EARTH TRIAL DEPTH- .32 FT
LEFT SIDESLDPE= 4 , 1 [N.
IGHT SIDESLOPE- i :1 P. WETTED AREA IS .3072 BE I�
DTTOM WIDTH- 0 FT WETTED PERIMETER IS 2.034936 FT
"RICTION FACTOR WE .02 HYD. RADIOS I6 .130963 FT
/. LONG. SLOPE- . 1 FLOW VELOCITY IS 5+440415 FPS
TRIAL DEPTH= .B FT FLOW RATE E5 1.671295 CAS �s
TTED AREA IB 1.92 BE ' CHANNEL NUMBER:R2L - 0+60 to 0400 - SYNTHETIC MA
TIED PERIMETER IS 5.087C39 FT LEFT SIDESLOPE- 4 :t
D. RADIUS IB .3774075 FT RIGHT SICESLOPE- 2 :1
FLOW VELOCITY IS 1.227051 FPS BOTTOM WIDTH- 0 FT
LOW RATE IS 2.355937 CPS FRICTION FACTOR N- .036
_CCC % LONG. SLOPE- 6.670001
- 12+12 to 10+00 - DARE EARTH! TRIAL DEPTH- .39 FT
HANfiEL NLMIjCrn�:REA
EFT SIDESLOPE, 4 :1 1 .
RIGHT SIDESLOPE- 2 :1 WETTED AREA IS .4563 BE
�pTITH WIDTH- 0 FT WETTED PERIMETER IS 2.400070 FT
FICTION FACTOR N- .02 i HYD. RADIUS IS .IG39G62 FT
LONG. SLOPE= .94 I FLOW VELOCITY IS 3.449546 FPS
RIAL DEPTH- .52 FT FLOW RATE 15 1.573571 CAS
WETTED AREA IS .8112 BE CHANNEL NUMBER:R2L - 2+95 t0 0+60 - RARE EARTHii
'ETTED PERIMETER IS 3.30677 FT LEFT SIDESLOPE= 4 :1
VD. RADIUS 16 .2453149 FT RIGHT SIDESLOPE= 2 :1
LOW VELOCITY IS 2.922943 FF'S BOTTOM WIDTH= 0 FT
FLOW RATE IS 2.289971 CF5 FRICTION FALIDR N= .02
2 LONG. SLOPE= .85
MPNNEL NUMBER:R2R - 12+12 to 10+00 - SYNTHETIC MAT - TRIAL DEPTH- .43 FT
EFT SIDESLOPE- 4 : 1
IGHT SIDESLOPE- 2 : 1 WETTED AREA IS .5547 BE
BOTTOM WIDTH- 0 FT WETTED PERIMETER IS 2A34445 FT
FRICTION FACTOR N- .025 HYD. RADIUS IS .2028565 AT
LONG. SLOPE- .94 FLOW VELOCITY IS 2.364962 FPS
�RIAL DEPTH- .57 FT FLOW RATE 15 1.311845 CAR
WETTED AREA IS .9747 SF CHANNEL NUMBER:RZL - 3+20 to 2+95 - BARE EARTH
WETTED PERIMETER IS 3.624729 FT _ LEFT SIDESLOPE- 4 : 1
YD. RAOI➢5 15 .2609029 FT RIGHT SIDESLOPE= 2 a
LOW VELOCITY IS 2.40,5074 FPS BOTIDM WIDTH= 0 FT
LOW RATE IS 2340152 GAS FRICTION FACTOR N- .02
2 LONG. SLOPE= .1
TRIAL DEPTH- .22 FT
CHANNEL NUMBER,R2R - 13+28 to 12+12 - BARE EPRTN i
KFT SIDESLOPE= 4 :1 WETTED AREA IS .2187 BE
BUT SUHSLOPE= 2 :1 WETTED PERIMETER IS 1.7169]] FT
I
TTOM WIDTH- O FT HYD. RADIUS IS .1273751 FT
FRICTION FACTOR No .02 FLOW VELOCITY IS .5948101 FPS
'L LONG. SLOPE- I.72 ... FLOW RATE IS .IZ0085 CAN
,IAL DEPTH- .35 FT
ETTED AREA IS .3hJ5 SF CHANNEL NUMSER:R2L - 3+20 to 3+30 - BARE EARTH
TTED PERIMETER 15 2.225711 FT LEFT SIDESLOPE- 4 : l
E RIGHT 51DEBLOPEv 2 :1
HYD. RADIUS IS . 1651158 FT POTION WIDTH= 0 FT
LOW VELOCITY 15 2.932T]3 FPS FRICTION FACTOR N= .02
LOW PATE [5 1.0]]]93 GEE �, V. LONG. SLOPE- .t
.A_
PnNEL NUMBER:ROR - 13+28 [a 12v 13 - SYNTHETIC MAP TRIAL DEPTH= .l9 FT
LEFT SIDESLUPE= 4 :1 i WETTED AREA IS .1083 BE
RIGHT SIOESLOPE= 2 :1 WETTED PERIMETER I5 1.208243 FT
� WIDTH= O FT
ICTION FACTOR N= .036 HYD. RADIUS IS 0.963429E-02 FT
I CTI FLOW VELOCITY IS .42058SC FPS
LONG. SLOFE= 1.72 FLOW RATE IS 5.09h43RE-02 CF5
TRIAL DEPTH= .44 FT
TIES AREA IS .3BO5 SF CH PNNEL NUMBER:R2L - 3+30 fo 4+28 - SPITE EARTH
TIED PERIMETER IS '.791D036 FT LEFT SIDESLOPE= 4 : 1
D. RADIUS IS .2093]42 FT RIGHT SIDESLOP[ 2 : 1
LOW VELOCITY 15 1.897B54 FPS' BOTTOM FTH= 0 FT
FLOW RATE 15 1. 1022T CFO FRICTIONN FACTOR No .02
' p LANG SLOPE- 2.04 T D
}: TRIAL EPiH= .27 FT
WETTED AREA 15 .2107 SF
ETTED PERIMETER IS 1.II6977 FT
HYD. RADIUS IS . 1223]$1 FT
FLOW VELOCITY IS 2.6"6 4 FPS
FLOW RATE 15 .5095464 CD
D �f L

E= A R2L ]+65
-
SOLUTION OF MANNING 'S EON. FOR PRISMATIC CHANNELS !
LEFT 910ESL uupR 4 1 to 0+65 SYNTHETIC Mi
�AGSDALE CONSULTANTS, P.A. , SMITHFIELD. N. C. RIGHT SIDEELOPE. 2
_ BOTTOM WIDTH, 0 FT
TRIANGLE DRICY. COMPANY - MERRY OAKS PLANT FRICTION FACTOR N= .425
01-09-EV90 % LONG. SLOPE' 2.5
TRIAL DEPTH. ,31 FT
CHANNEL NUMDER:R2L - 3+30 to 4-+28 - SYNTHETIC MAT
'LEFT 51DESLOPE- 4 ! t ETTED AREA 15 .]802999 SF
RIGHT SIDESLDPE- 2 :1 WETTED PERIMETER IS ,..243179 FT
BOTTOM WIDTH- 0 FT HYD. RADIUS IS .24 tlgq)3 FT
FRICTION LOPE-FACTO N= A36 FLOW VELOCITY 1S 3,639599 PPS
% LONG. SLOPE- 2.04 FLOW RATE IS 2.636D3] CFS
TRIAL DEPTH' .34 FT _
CHANNEL NUMBER; RZL - 0a65 to '9+95 _ BARE EARTH CITED AREA TS .3460 OF LEFT 6IDESLOPE- 4 : I
TRIAL
PERIMETER IS 2,162119 FT RIGHT 9IDESLOPE- 2 :1
HYD. RADIUS 19 . 1603902 FT BOTTOM WIDTH. 0 FT
LOW VELOCITY I6 1.740461 FPS FRICTION FACTOR N= .p2 j O
LOW RATE IS .603392 CF9 % LONG. SLOPE. 1.32 B=
TRIAL DEPTH .53 FT -
H RNN EL NUMBER:F2L 4+2B to 5+60 - BARE EARTH
LEFT SICESLOPE• 4 :1
WETTED AREA IS .SAC6999 OF
RIGHT SIOESLOPE• 2 :1 WETTED PERIMETER IS 3.374362 FT
DITCH WIDTH' 0 FT _ HYD. kg01 U5 IS .2500325 FT
R EON FACTOR ,02 FLOW VELOCITY IS 3.97822 FPS
LURE. ELOPE' 1.52 TRIAL DEPTH. 30 FT FLOW RATE IS 3.352445 CFS
_
CHANNEL NUMBER:R2L - 8+63 to 9+29 - SYNTHETIC MAT
JETTED AREA IS .4332 EF LEFT SIDESLOPE= 4 :1
ETTED PERIMETER IS 2.416496 FT RIGHT SIDEGLOPE= 2 :1
YD. RADIUS IS .17926B6 FT BOTTOM WIDTH. 0 FT
FLOW VELOCITY IS 2.912371 FPS FRICTION FACTOR HE 023
FLOW RATE IS 1.261639 CFS Y LONG. SLOPE= 1.82
TRIAL DEPTH. .3B FT
'CHANNEL NUMBER:R2L - 4n2B to 5+60 - SYNTHETIC MAT;
LEFT SIDESTEPS- 4 1 WETTED AREA IS 1.0092 SF
RIGHT 6IDESLOPE= 2 Al
WETTED PERIMETER [B 3.6BD321 FT
BOTTOM WIDTH- 0 FT HYD. RADIUS IS .2736204 FT
FRICTION FACTOR N= .036 FLOW VELOCITY IS 3.379716 FPS VI
'L LONG. SLOPE- 1.52 FLOW RATE 15 3.410909 CFS
TRIAL DEPTH' .48 FT CHANNEL NUMBER:
LEFT SIOESLOP R2L - pa>5 to G+70 BARE EggTH
WETTED AREA ET R IS 6F - RIGHT E= 4 :1
WETTED PERIMETER I9 44552AT FT G[OESLOP0 2 : 1
LOW
RADIUS I9 S 1.0906 FT - FRICTION
Nt DACT 4 FT
LOW VELOCITY [6 ].09065] FP6 FRICTION FACTOR 1 ,02
LOW RATE 19 1.306622 CFS % LONG. SLOPE= 2
TRIAL DEPTH. ,92 FT
CHANNEL NUMBER:R2L - 3+60 to >aR3 - GRRE EARTH WE
AREA 18 2.5392 SF
EFT SIDESLDPEv 4 : 1 WETTED PERIMETER IS IGHT fiIpESLOPE• 2 a HYD. RADIUS I6 ,434 DIB)SpFT FT
ORION WIDTH= 0 FT FLOW RADIUSVELOCI
FRICTION FACTOR N. .02 FLOW BETE IS 1.346676 FPS
% LONO. SLOPE. .09 IS 3.1199Sq CAN
R IAL DEPTH- .54 FT CHANNEL NUMB ER:R2L - 10+00 to 9+qp
LEFT 6IOEGLCPEv 4 :i BARE EARTH
ETTED AREA I6 .0740001 SF I RIGHT SIDES
LOPE• 2 :1
WETTED PERIMETER IS 3.433954 FT BOTTOM WIpTX= 0 FT
HYD. RADIUS I8 .2947301 Fi FRICTION FACTOR HE ,02 it
LOW VELOCITY IS 2.814G26 FFB Y. LONG. SLOPE. .1
LOW As 16 2.46416 CFS TRIAL DEPTH. .>) FT
CHANNEL NUMBER:g2L - 5+60 tc 7+89 - SYNTHETIC MAT f WETTED AREA IS 1,]]p) 6F
LEFT SfDESLOPE= 9 :1 WETTED PERIMETER IS 4.B9G36q FT
'g15HT 6IDEGLOPE- 2 :1 HYD. ggplU4 IS .316 4.654 7 FT
BOTTOM WIDTH- 0 FT FLOW VELOCITY IY 1.196179 FPS
FRICTION FACTOR N- .029 FLOW RATE 10 2. 127644 CFS
Y. LCNG. SLOPE- .B9
TRIAL DEPTH- .36 FT [i 1! 111 1 11 ':R2L - 12a12 to 10+00 - DARE EARTHI
'LEFT SIDESLOPE= 4 :1
tETTE➢ AREA I6 1.0092 SF RIGHT SIDESLOPE• 2
ETTED PERIMETER IS 3.608321 FT BOTTOM WIDTH. 0 FT
YC. RADIUS IS .2736204 FT FRICTION FACTOR N= .02
FLOW VELOCITY IS 2.363413 FPS V. LONG. SLOPE= ,V4
FLOW RATE I6 2.389156 CFS TRIAL DEPTH. .3 FT
HRNNEL RUMBER'AIL
- )+05 to 8+65 - BARE GARTH WETTED AREA 16 .>9 SF
.EFT 91 DE SLOPE• q :1 WETTED PERIMETER IS 3. V93B>
RIGHT SI DESLOPE= 2 :1 HYp. RADIUS I6 FT
2330>9) FT
BOTTOM WI FACTO FT FLOW VEL➢C[iY I5 2.]5000] FPS
AUCTION FACTOR N= .02 FLOW RATE I6 2.06?565 CFS
LONE. SLOPE- 2.5
RIAL DEPTH' .47 FT CHANNEL NUMBER:R21-
LEFT 6IOESLOPE• 4 - 12a12 to 10+00 - SYNTHETIC MAT
WETTED AREA 15 .6627 OF RIGHT GIDESLOPE- 2 ;1
RITES PERIMETER 19 2.988012 FT BOTTOM WIDTH- 4 FT
YD. RADIUS I6 .2217269 FT FRICTION FACTOR N- .025
LOW VELOCITY 15 4.303658 FPS % LONG. SLOPE. .94
L" RATE 15 2.652034 CFS TRIAL DEPTH. .35 FT
WETTED AREA I9 .9415 SF
' WETTED PERIMETER 12 3.497546 FT
HYD. RADIUS IS .25946)] FT
FLOW VELOCITY IS 1.344379 AMC
FLOW RATE 13 2. 127542 CFO

"'"" " CHANNEL NUMBER:R3R - 2+93 to 4+80 - BARE LnRTHi
iOLUTION OF MANNING EON. FOR PRISMATIC CHANNELS LEFT 5[GE3L OP E= 4 t 1
�Gfi DALE CONSULTANTS. P.A. , SM1ITHFIELD. N.C. RIGHT SIOBELOFE- 2 :i 1
. TRIANGLE V BOTTOM WIDTH- 0 FT
BgICY. COMPAry
01-09-19g0 - MERRY OAKS PLANT FRICTION FACTOR N= .Om
'G LONG. SLOPE. LOB
CHANNEL NVMBER:R2L - 13+28 to 12112 - BARE EARTH I TRIAL DEPTH- .]6 FT
EFT SIDESLDPE= 4 : 1
GHT SIDESLDPE• 2 :t WETTCO AREA IS .SBBB SF
ATTAR WIDTH. 0 LT WETTED PERIMETER IS 2.2B93G3 FT
RICTION FACTOR N. 2 HVD. RADIUS IS .169B334 F1'
J. LONG. SLOPE. I.72 FLOW VELOCITY 16 2.36BG06 FPS
UIL DEPTH- .34 FT FLOW RATE IS .V206BA6 CFO
TIED AREA US .L466 SF CHANNEL NUMBER:R3R - 4+00 to 3+22 - BARE EARTH
SA PERIMETER IS 2. 162119 FT LEFT SIDESLDPE• 9 a
HYD. Rp➢lU5 tS . ILOSgO$ FT RIGHT DISCOLORS- 2 :1
�OW VELOCITY IS 3.076643 FPS BOTTOM WIDTH- D FT
OW RATE 15 .9976199 LPB FRICTION FACTOR N- .02
HANNEL NUMBER:R2L - 13+28 to 12+12 - SYNTHETIC MAT 1. LONG. SLOPE- 4.76
LEFT SIDESLOPE• 4 :1 TRIAL DEPTH- .29 FT
RIGHT DISCOLORS- 2 :1
'OTTOM WIDTH- 0 FT WETTED AREA IS .2523 SF
fl ICT[ON FACTOR N^ .036 WETTED PERIMETER IS 1.B4416 FT
LONG. SLOPE• 1.]2 HYD. RADIUS IS .1368102 FT
TRIAL DEPTH- .42 FT FLOW VELOCITY IS 4.30399 FPS f
FLOW RATE 13 1.085896 CFS
'ETTED AREA 15 .5292 6F
ETTED PERIMETER IS 2.670853 FT CHANNEL NUMBER:R3R - 4+80 to 3+22 - SYNTHETIC MA
YD. RADIUS 1S .19B13B9 FT LEFT SIDESLDPE• 4 :1
FLOW VELOCITY IS L RIGHT SIDESLDPE• 2 :1 B3989B FPS BOTTOM WIDTH- 0 FT
FLOW FATE I9 .973673B CGS - FRICTION FACTOR N= .036
ANNEL NUMBER!R2L - 13+90 to 13+28 - OA EARTH % LONG. SLOPE- 4.76
FT SIDESLOPE� 4 .1 TRIAL DEPTH- .G6 FT
GHT SIOEGLOPE= 2 :t
BOTTOM WIDTH- O FT WETTED AREA IS .SBOB SF
FRICTION FACTOR N= .02 "' WETTED PERIMETER IG 2.269303 FT
LONG. SLOPE- .1 HYD. RADIUS 15 .1690334 FT
AL DEPTH= .39 FT FLOW VELOCITY IS 2A61961 FPS
' FLOW RATE 15 I.OJ3812 CPS
WETTED AREA IS .4363 SF
WETTED PERIMETER IS 2.4e007B FT CHANNEL NUMBER,R3R - 5+22 to 3+75 - BARE EARTH
'O. RADIUS IS .IG39G62 FT LEFT SIDESLDPE= 4 :1
OW VELOCITY ES .760056 FFS RIGHT SIDESLDPE• 2 :1
OW RATE IS .3460133 CFS BOTTOM WIDTH, 0 FT
FRICTION FACTOR No .02
CHANNEL NUMBER:R2L 13+90 to 14+46 - SAME EARTH Y A LONG. SLOPE- 3.77
[FT SIDESLDPE• 4 :1 TRIAL DEPTH- .33 FT
COITION
GOT SIDESLDPE 2 :1
TTDM WIDTH' O FT .. WETTED AREA IS .3267 SF
FRICTION FACTOR N+ .02 _ry WETTED PERIMETER I6 2.090528 FT
2 LONG. SLOPE' .1 HYD. RADIUS IS .1556606 FT
'RIAL DEPTH- .37 FT FLOW VELOCITY I6 4. 174929 FPS
FLOW RATE IS 1.563949 CFS
SITED AREA IS .4107 IF
WETTED PERIMETER IS 2.332094 FT CHANNEL NUMBER:R3R - 3+22 to 3+95 - SYNTHETIC MA
HYD. RADIUS I6 .174551 FT LEFT SIDESLOPE• 4 :1
LOW VELOCITY 15 .J33B438 FPS RIGHT SIDE5L0PE• 2 : 1
LOW.RATE.19 .3013B.. CFS BOTTOM WIDTH- 0 FT
$ FRICTION FACTOR N- .036
X 2 LDNO. SLOPE- 3.77
CHANNEL NUMBER:R2L - 14+46 to I4+80 - BARE EARTH TRIAL DEPTH- .41 FT
LEFT SIOESLOFE- 4 :1
IGHT SIDESLDPE• 3 a - WETTED AREA IS .3043 SF
OTTOM WIDTH= 0 FT - WETTED PERIMETER IS 2.607261 FT
RICTION FACTOR N= .02 HYD. RADIUS IS .1934214 FT
LONG. SLOPE= 3.24 FLOW VELOCITY IS 2.680346 FPS
TRIAL DEPTH- .23 FT FLOW RATE 15 1,3D1779 CFS
BITTER AREA 15 .1587 5F CHANNEL NUMBER:R3R - 3+73 to BH5 - BARE EARTH:
ETTE➢ PERIMETER I5 1.46261 FT LEFT 6IDESLOF'E= 9
YD. RADIUS 19 .I0S3047 FT RIGHT SIDESLDPE= 2 11 f
FLOW VELOCITY IS 3.042494 FPS BOTTOM WIDTH- 0 FT F
FLOW RATE 19 .4928406 CFS FRICTION FACTOR N= .02
'L LONG. SLOPE= 6.670001 p
HANNEL NUMBER:R2L - 14+46 to 14+80 - SYNTHETIC HAT TRIAL DEPTH= .3B FT
EFT SIDESLDPE• 4 :1
RIGHT 8IIDTH-PE• 2 :1 WETTED AREA IS PERIMETER IR So
41
BOTTOM WIDTH• D FT WEITEO DIUS19 . IS 2.4164T FT
�R LONG.
FACTOR .2 .036 _ HUB. RADIUS IS S 792606 PT
LONG. SLOPS- 3.24 FLOW VELOCITY IS 6.1O0G 14 FPS
RIAL DEPTH .29 FT FLOW RATE IS 2.64207D CPS
WETTED AREA I9 .2523 SF CHANNEL NUMBER!R3R - S+73 to S+45 - SYNTHETIC MA'
FTTED PERIMETER 15 1.84416 FT LEFT S1DE5LOPE• 4 :1
D. RADIUS IS . 1360102 FT - FIGHT SIDESLDPE+ 2 el
OW VELOCITY IS 1.972751 FPS BOTTOM WITH= 0 FT
FLOW RATE IS .4977199 CFS FRICTION FACTOR No .036
2 LONG. SLOPE= 6.670001
e TRIAL DEPTH= .47 FT
WETTED AREA IS .6627 SF
WETTED PERIMETER IS 2.90BB12 FT
HVD. RADIUS 15 .=17269 FT
FLOW VELOCITY 15 3.903334 FPS
FLDW RATE IS .588065 CFS
Y

v
� ,

2RG50PLE 6ONS111.TgN NQ T S, Puq, •FSMI PRISMATIC CHANNELS CHANNEL NUMFEF:R3F - I1+40 t0 11,20 - SYNTHETIC MA
1 N.C. LEFT Sf DLSLUF'E= 4
TRIANGLE LiRILV. CGMPgNV RIGHT' 3IDEGLOPE- ' ' I
01-09-1990 - MERFV I1gK5 PLANT FD IT Dn WIDTH- 0 FT
i FRICTION FACTOR N- .00E
CHANNEL NUMBER:R3R - B193 to 0,70 - BARE EARTH f '/. LONG. SLOPE. 4
�EFT SIDESLCPE= 4 it TRIAL DEPTH+ .36 FT
I3HT SIDESLOPE- 2 : 1 {y,
OTTOM WIDTH- 0 FT @ WETTED AREA IS .'HBO SF
'AUCTION FACTOR N. ,02 WETTED PERIMETER 15 2.289303 FT
Y. LONG. SLOPE. . 1 HYD. RADIUS IS . 1690334 FT
FIAL DEPTH- .85 PT FLOW VELOCITY IS 2.931794 FPS
ETTED PEER 15 2. 1675 OF FLOW RATE 15 .9943617, CFO
.EARL PERIMETER 1.^. $,405290 F1' 4
FLOW
RELICS 18 IS
FT CHANNEL NUMBER:R3L - 2a9$ to 9+B0 - BRRF EARTH }5
LOW VELOCITY IS L 2]J649 FPS -EFT SGIDESLPE= 9 : 1 ly„
GLOW RATE IS 2.)6932] CFS BIGHT S WIDTH-
2 1
I' FRICTION
WIOTN= O FT '.
N RNNEL NUMBE R: R3R - BaB OEo BNO - BARE EPFTH H ER LOTION FACTOR N .02
LEFT SIDESLOPE- 4 1 E. LONG. SLOPE= 1.013 '
IGHT SIDESLOPE= 2 ' 1 TRIAL DEPTH- 37 FT
OTTOMRICTI w1DTH�FACT O FT
N 6T[ON FACTOR N7 A2 WETTED AREA IS GF JI
LONG. SLOPE- . 1 PETTED PERIMETER
IS s 2.392094 FT
TRIAL DEPTH- 1.5 FT HYD. RADIUS IS . 174551 FT tl
FLAW VELOCITY 15 Y.411h57 FPS
lETTED AREA IS 6.75 BE FLOW RATE IS .99046J4 CFS
ETTED PERIMETER IS 9.53G]61 FT
lYD. RADIUS IG .7076391 FT j E.' CHANNEL NUMBER: R3L - 4+80 to 5+22 - RARE EARTH
FLOW VELOCITY I5 1.865792 FPS d F4 LEFT SIDESLOPE- 4 :1
LOW RATE 15 12.0941 CFS RIGHT 51DESLOPE= 2 :1 1
_ BOTTOM WIDTH= 0 FT
LHPNNEL NUMBEF:R3R � ]l^20 to B+Go - BARE ERR - FRICTION FACTOR N= .02
EFT SIOESLOPE- 4 :1 TONS. SLOPE- 4.76 2
RIGHT SIDESLOPE' 2 !1 :5 TRIAL OEPTH= .-al FT A
BOTTOM WIDTH- 0 FT S FICTION FACTOR BE .03 WETTED AREA IS .2883 BE az$$$
WETTED PERIMETER I6 1.9]1304 FT
LUNG- SLOPE, 6.6]0001 fWI
RIPL DEPTH- .67 FT FLOW
RELICS IS S 4+4996 FT
FLOW VELOCITY IS 4,4996CA FPS ♦,
WETTED AREA 16 R 3467 SF FLOW RATE f5 1.297204 LFS.��_�y}'''1111I:ETTED PERIMETER IS 4.260647 FT
�1'LO RADIUS I9 5Bd90BB FT LHRNNEL NUMBER:R3L - 4160 t9 3+22 - SYNTHETIC MA TI
LOW RATE 15 IS 8.90393E FPS LEFT SIDESLOFE= 4 : 1
LOW RATE IS 11.99093 CFS RIGHT SIDESLOPE- o :1
BOTTOM W1FACT O FT
HPNNEL NUPHER:R3R - 11420 to G+00 - 9" STONE - FRICTION FACTOR N= .D36
EFT SIOESLOFE= 4 :I TRIAL
SLOPE= 4.J6
IGHT S10ESLOPE- 2 :1 iR1AL DEPTH- .3B FT
BOTTOM WIDTH- 0 FT WETTED AREA IS .4332 SF
FRICTION FACTOR N= .062 WETTED PERIMETER IS 2.416406 FT
% LONG. SLOPE- 6.670001 1 HYD. RADIUS IS .L792686 FT
RIAL DEPTH- 1.03 FT FLOW VELOCITY I6 2.863227 FPS
ETTED AREA 19 3.IB27 BE FLOW FATE IS 1.24033 LAB
WETTED PERIMETER 19 6.549949 Fi
HYD. RADIUS IS .4659122 FT CHANNEL NUMGER:RSL - 5+22 to 5a]3 - BPFE EARTH
[LOW VELOCITY I9 3.825D56 FPS LEFT SIDESLOPE= 4 :L
[LOW
FATE IS 12. 1)G35 CFS FA' RIGHT SWIDTH=P0 2 :1 �I
t� BOTTOM W1➢TH= O FT
CHANNEL NUMBER:R3R - 11+20 to 8480 - 12" STONE
FRICTION FACTOR N= - '
LEFT SIDESLOPE. 4 : 1 % LONG. SLOPE- 3.77
ElfIGHT SIOESLOP0 2 :l TRIAL DEPTH- .33 FT
JFDTTOMI WIDTH- 0 FT R
Z LOTION FACTOR No .0h WETTED PEEP IS R IS 2 SF YF
t LONG. SLOPE- 6.670001 (FLOW V PERLOCIMETEF 4. 41954 11 FT
TRIAL DEPTH- 1.A2 FT HYD. RADIUS 15 .1651t5B FT
FLOW VELOCITY IS 4.3419CP FPS
ETTED !PREP IS 3. 1212 9F FLOW FATE I6 1.493660 CPS
ETTED PERIMETER I6 6.4863 FT
VO. RADIUS IS 911946 FTT CHANNEL NUMBER:R3L - 5122- to 5+73 - SYNTHETIC HA TI
LEFT SILESLOPE= 4 : I
FLOW VELOCITY ISS 3 FPS RIGHT SIDE5LOFE' 2 !1
FLOW RATE IS 12.2593 CF4 CF$ BOTTOM WIDTH- O FT
HPNNEL NUMBEF:R3R - It+40 to 11120 - BARE EARTH FRICTION FACTOR No .036
_EFT 41DESLOPE- 4 :1 % LONG. SLOPE= 3.]]
RIGHT SIDESLOPE, 2 :1 TRIAL DEPTH= A3 FT
BOTTOM WIDTH- n FT
'FICTION FACTOR No .02 WETTED AREA IS R IS SF
LONG. SLOPE- 4 WETTED PERIMETER IS 565 AT
FT
RIAL DEPTH- .29 FT FLOW
VELOCITY
IS S 2 7670 FT
FLOW VELOCITY IS 2.J6J0OL FF'G
WETTED PEER 15 SF FLOW FATE IS LS486G CFe
ETTED PERIMETER IS 1.84416 FT CHANNEL NUMBER:P3L - 5+75 to 8+45 - BARE EARTH
YD. RADIUS 1£ .1S6B102 FT LEFT SIDESLOPE- 4 : 1
LOW VELOCITY 15 ..945461 FFS RIGHT SIOESLOPE= 2 :1
FLOW FATE IS .9954390 CFS BOTTOM WIDTH- 0 FT
' FRICTION FACTOR N= .02
LONG. SLOPE- 6.6700O1
TRIAL DEPTH= .4 FT
HOTTER AREA IS .40 5
(JETTED PERIMETER IS 2F5436] FT
' HYD. RADIUS IS . I8B70➢0 FT
FLOW vELDCITt IS 6.]u042 FPS
F''_O:a SATL 19 3.03026 CGS

;WL0IIUN OF rANNING'S PRON. FOR PRISMATIC CHANNELS
RRGSDALE CONSULTANTS. . A. , SMITHFIELD, N.C.
TRIANGLE ORION COMPANY - MERRY ARKS PLANT 0I-09-1990 ]WANNEL NUMBER!R3L - 11'40 to 11+20 - BRAE EA ARM
EFT 51➢E9LOFE• 4
HAT STO xDMBE R:R3L - 5173 to B'43 - BYNTHET[C MqT iI GHT SIDESLOPE+ 't
T EBLCPE= 4 a 30TTOM WIDTH- O FT
HT SIDEGLOF'E= 2 : 1 'RICTION 1'ACTOR N- .02
ITOM WIDTH- 0 FT 1 LONG. SLOPE= 4
LCTION FACTOR N. ,036 TRIAL DEPTH- . 13 FT
LONG. SLOPE. 6.670001
BRIAL DEFTH- .3 FT JETTED AREA IS .IbOT OF
JETTED PERIMETER IS .0266926 FT
,TTED AREA 15 .75 SF IVD. RADIUS IS 6. IJ2BJ2E-02 FT
f TED PERIMETER I3 3. IJ95O9 FT 'LOW VELOCITY IS 2.3109J3 FPS
VYD. RADIUS IS .20.5O797 FT LOW RATE IS .1171660 CPS
FLOW VELOCITY IS 4.069799 FPS
'OR RATE I9 3.032349 CFS I; :
ArvNEL NUMBER:R3L - 5173 to 8+45 - 6 STONE
-CPT SIDESLCFE= 4 : l
RIGHT SIDESLOPE- 2 : 1 1
TTDM WIDTH- 0 FT
ICTION FACTOR N= .034
LONG. SLOFE- 4.670001
IAL DEPTH' .SB FT
TIES AREA 15 1.0092 9F
TTED PERIMETER IB 3.628021 FT
D. RA01US IS 1736204 FT .
OW VELOCITY IS 2.99DT92 FPS
FLOW RATE IS 3.022947 CFS
�ANNEL NVMBER: R3L - 8+43 to 9170 - BARE EARTH
FT SIDESLCPE= 4 :1
GMT SIDESLCPE= 2 :1 W
BOTTOM WIDTH- 0 FT
FRICTION FACTOR N .02
LUNG. SLOPE- 1 �..
L DEPTH BB FT ('!
TTED AREA 13 2.3232 3E i
WETTED PERIMETER IS 5.596073 FT
D. RADIUS I9 .4151483 FT
ON VELOCITY IS 1.309340 FPS
ON RATE 19 7.037696 CPS
CHANNEL NUMBEP:R3L - H+50 t9 0�9C - BARE"EARTH.
FT 6SIDESLFE= 4 :1
GMT IDESLOOPE= 2 :1
TTDM WIDTH- 0 FT j
[CTION FACTOR N- .02 "
LONG. SLOPE- . 1
TRIAL DEPTH- .67 FT
VTTEO AREA IB 1. IS 4 3F
TTED PERIMETER IS 4.2606T FT '•I'
FLOW
RELICS IS S 1.078S90Z FT
FLOW VELOCITY 15 8216 CP FPS
VW PATE [9 1.4GBL6 CPS �
AT-torvxEL NUMBER ROL 11+20 B+BD - PgRE EARTH
SIDESLLFC= 4 . 1
RIGHT GIDESLOPE 2 : I
ITT'OM WITH- 0 FT
ICTION FACTOR M= .02
LONG. SLOPE- 6.670001
IRL DEPTH= .3 fT
TTE➢ AREA IS +J 9F
TIED PERIMCTEP IS 1.901752 FT
D. RADIUS IS 141527O FT
CW VELOCITY IS 5-21LZOL FPS
FLOW RATE IS 1.407031 IRS :b
ANNEL NUMBER: R3L - lt�20 to B+EC - SYNTHETIC MAT
'FT 9IDESLOPE- 4 :1
I GMT SIDESLCPE= 2 : 1
BOTTOM WIDTH= 0 FT
FRICTION FACTOR N= .OJ6 �I.'
FLONG. SLOPE- 6.670001
I OAL DEPTH- .3B FT
WITTED AREA 1S .4LL2 SF
WETTED PERIMETER 15 2.416406 FT
IYD. RADIUS IS . 1792606 FT
LOW VELOCITY IS 3.389.4.42 FPS
LOW ROTE IS L4689G3 UPS
1
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7\ Tdangle Brick Co.
M23 Ape. Rd,
Durham, N.C. 2M3-8436
Durham: [phone]
Raleigh: (919) 828-ffi
In North Caroline Call:
Toll Fora No. 800-M-8547
February 2, 1990 REUIVEU
FEB 051990
Mr. Tracy Davis LAND01
North Carolina Department of Natural Resources and 1aL11Y SECTION
Community Development
Land Quality Section
P. 0. Box 27681
Raleigh, N.C. 27611-7687
Dear Mr. Davis:
Please find enclosed five sets of plans, calculations and mining permit
applications for our proposed Triangle Brick Company plant sites at Merry
Oaks, North Carolina.
If you have any questions concerning these plans, please contact Mr.
Robert Massengill with Ragsdale Consultants at (919) 934-7154 or Mr.
Pat Brown with Triangle Brick Company at (919) 828-2070.
Sincerely,
TRIANGLE BRICK COMAPNY
/ (Pt { h
Howadd P'. Brown
V. P. Engineering
HPB/bcl
Enclosures
Office and Plants:Located on Highway 55, near the Durham and Wake County Line

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�I. b �,; ,•� ; �rnFR Qvic
06 7990
r?�1nl�rygECTION
® North Carolina Wildlife Resources Commission 0
512 N. Salisbury Street, Raleigh, North Carolina 27611, 919.733.3391
Charles R. Fullwood, Executive Director
MEMORANDUM
TO: Tracy Davis, Acting Mining Specialist
Land Quality Section, DEHNR
FROM: Richard B. Hamilton �l(iVG'
Assistant Director
DATE: March 5, 1990
SUBJECT: Triangle Brick Company Mining Permit Application
Site #1 , Merry Oaks, Chatham County, N. C .
The subject project site was investigated by Wildlife
Resources Commission field staff on February 21, 1990.
The 350 acre site has been clear-cut and significant
clearing of debris has occurred. Most all of the vegetation
has been removed without any protective measures in place to
protect the approximately 20 acres of wetlands which occur
in the southcentral portion of the tract and soil erosion is
in progress. A roadway has been constructed across one
portion of this wetland, filling about 1/2 acre. This
filling in wetlands seems to be a clear violation of Section
404 of the Clean Water Act and the Corps of Engineers is
being so advised by copy of this memo.
As a result of intensive pre-mining activity,
vertebrate species diversity is expected to be reduced by
approximately 50%. At least 230 vertebrate species were
expected to occur in habitats associated with the site
before clear-cutting occurred. Now only 126 vertebrate
species are expected on this land as a result of pre-mining
activities. The enclosed data set #17 lists 113 species
with expected significantly reduced (or eliminated) use of
these lands. Of these species, six are either presently
listed or proposed state special concern species - four-toed
salamander, cooper' s hawk, northern saw-whet owl,

Memo Page 2 March 5, 1990
golden-crowned kinglet, loggerhead shrike, and northern
long-eared bat.
Much of the wildlife values have been seriously
degraded as a result of pre-mining activities. It is very
unlikely that these extremely intensive activities would
have occurred without the existence of a mining intent.
Therefore, these activities should be considered acts
associated with the mining of mineral resources. By
eliminating much of the wildlife resource values from these
lands, the owner has prevented the Wildlife Resources
Commission from fulfilling its statutory mission of
conserving wildlife resources in the subject area (G. S. 113-
132) . For this reason and because more than 20 acres of
wetlands have been seriously degraded or are in the process
of being destroyed, the Wildlife Resources Commission
recommends that the permit application to mine Merry Oaks
site I be denied and reconsidered only after the wetland
area has been restored, impacts mitigated, and plans that
involve further wildlife resource impacts reviewed and
approved by the Wildlife Resources Commission.
Thank you for the opportunity to review and comment on
this project.
RBH/lp
cc: Larry Warlick, District 5 Wildlife Biologist
The Honorable E. Richard Jarrett
Wayne Wright, U.S. Corps of Engineers

AMBYSTOMA MABEEI MABEE' S SALAMANDER
AMBYSTOMA MACULA"I'UM SPOTTED SALAMANDER
AMSYSTOMA OPACUM MARBLED SALAMANDER
DESMUGNATHUS AURICULATus SOUTHERN DUSKY SALAMANDER
DESMOGNATHUS FUSCUS NORTHERN DUSKY SALAMANDER
EURYCEA BISLINEATA TWO-LINED SALAMANDER
HEMIDACTYLIUM SCUTATUM FOUR-'TOED SALAMANDER
PLETHODON GLUTINOSUS SLIMY SALAMANDER
PSEUDOTRITON MONTANUS EASTERN MUD , SALAMANDER
PSEUDOTRITON RUDER RED SALAMANDER
HYLA FEMORALIS PINE WOODS TREEFROG
HYLA GRATIOSA BARKING TREEFROG
PHALACROCORAX AURITUS DOUBLE-CRESTED CORMORANT
PANDION HALIAETUS OSPREY
ACCIPITER STRIATUS SHARP-SHINNED HAWK
ACCIPITER COOPERII COOPER' S HAWK _
BuTEO LINEATUS RED-SHOULDERED HAWK
SUTEO PLATYPTERUS BROAD-WINGED HAWK
MELEAGRIS GALLOPAVO WILD TURKEY
COLUMBA LIVIA - ROCK DOVE
OTUS - ASIO EASTERN SCREECH OWL
E.,l.JB0 V I RG I N I ANUS GREAT HORNED OWL
STRIX VARIA BARRED OWL
ASIO OTUS LONG--EARED OWL
AEGOLIUS ACADICUS NORTHERN SAW--WHET OWL
CAPR I MULGUS CAROL I NENS I S CHUCK-WILLIS-WIDOW
CAPRIMULGUS VOCIFERUS WHIP-POOR-WILL
CERYLE ALCYON BELTED KINGFISHER
MELANERPES CAROLINUS" RED BELLIED WOODPECKER
SPHYRAPICUS VARIUS YELLOW-BELLIED SAPSUCKER
PICOIDES PUBESCENS DOWNY WOODPECKER
PICOIDES VILLOSUS HAIRY WOODPECKER
COLAPTES AURATUS NORTHERN FLICKER
DRYOCOPUS PILEATUS PILEATED WOODPECKER
CONTOPUS VIRENS EASTERN .WOOD--PEWEE
EMPIDONAX VIRESCENS ACADIAN FLYCATCHER
MYIARCHUS CRINITUS GREAT CRESTED FLYCATCHER
CYANOCI71'A CRISTATA BLUE JAY
i-`ARUS CAROLINENSIS CAROLINA CHICKADEE
PARUS BICOLOR TUFTED TITMOUSE
SITTA CANADENSIS RED7BREASTED NUTHATCH
SITTA CAROL'INENSIS WHITE-BREAS"FED NUTHATCH
SITTA PUSILLA DROWN-HEADED NUTHATCH
CERTHIA AMERICANA BROWN CREEPER
THRYOTHORUS LUDOVICIANUS CAROLINA WREN
TROGLODYTES AEDON . HOUSE WREN
TROGLODYTES TROGLODYTES WINTER WREN
REGULUS SATRAPA GOLDEN-CROWNED KINGLET
REGULUS CALENDULA RUBY-CROWNED KINGLET
POLIOPTILA CAERULEA BLUE-GRAY GNATCATCHER
CATHARUS GUTTATUS HERMIT 'THRUSH
HYLOCICHLA MUSTELINA WOOD THRUSH
MIMUS POLYGLOTTOS NORTHERN MOCKINGBIRD
BOMBYCILLA CE.DRORUM CEDAR WAXWING

r

LANIUS LUDOVICIANUS LOGGERHEAD SHRIKE
VIREO GRISEUS WHITE-EYED VIREO
VIREO SOLITARIUS SOLITARY VIREO
VIREO FLAVIFRONS YELLOW-THROATED VIREO
VIREO OLIVACEUS RED-EYED VIREO
PARULA AMERICANA NORTHERN PARULA WARBLER
DENDROICA PETECHIA YELLOW WARBLER
DENDROICA CORONATA YELLOW RUMPED WARBLER
DENDROICA DOMINICA YELLOW THROATED WARBLER
DENDROICA PINUS PINE WARBLER
MNIOTILTA VARIA BLACK-AND--WHITE WARBLER
SETOPHAGA RUTICILLA AMERICAN REDSTART
PROTONOTARIA CITREA PROTHONOTARY WARBLER
LIMNOTHLYPIS SWAINSONII SWAINSON' S WARBLER
SEIURUS AUROCAPILLUS OVENBIRD
SEIURUS MOTACILLA LOUISIANA WATERTHRUSH
OPORORNIS FORMOSUS KENTUCKY WARBLER
WILSONIA CITRINA HOODED WARBLER
ICTERIA VIRENS YELLOW BREASTED CHAT
PIRANGA RUDRA SUMMER TANAGER
PIRANGA OL'IVACEA SCARLET TANAGER
CARDINALIS CARDINALIS NORTHERN CARDINAL
GUIRACA CAERULEA BLUE GROSBEAK
PASSERINA CYANEA INDIGO PUNTING
ZONOTRICHIA LEUCOPHRYS WHITE-CROWNED SPARROW
JUNCO HYEMALIS DARK EYED JUNCO
ICTERUS SPURIUS ORCHARD ORIOLE
CARPODACUS PURPUREUS PURPLE FINCH
CARPODACUS MEXICANUS HOUSE FINCH
COCCOTHRAUSTES VESPERTINUS EVENING GROSBEAK
PASSER DOMESTICUS HOUSE SPARROW
MYOTIS KEENII SEPTENTRIONALIS NORTHERN LONG-EARED BAT
LASIONYCTERIS NOCTIVAGANS SILVER-HAIRED BAT
E1=TES I CUS FUSCUS B I V BROWN BAT
LASIURUS BOREALIS RED BAT
LASIURUS CINEREUS HOARY BAT
NYCTICEIUS HUMERALIS EVENING BAT
TAMIAS STRIATUS EASTERN CHIPMUNK
SCIURUS CAROLINENSIS GRAY SQUIRREL
GLAUCOMYS VOLANS SOUTHERN FLYING SQUIRREL
OCHROTOMYS NUTTALLI GOLDEN MOUSE
PROCYON LOTOR RACCOON
LYNX RUFUS BOBCAT
DOROSOMA CEPEDIANUM GIZZARD SHAD
NOTROPIS PETERSONI COASTAL SHINER
NOTURUS GYRINUS TADPOLE MADTOM
GAMNUSIA AFFINIS MOSWUITOFISH
CENTRARCHUS MACROP'TERUS FLIER
LEPOMIS GULOSUS WARMOUTH
LEPOMIS MACROCHIRUS HLUEGILL
MICROPTERUS SALMOIL"ES LARGEMOUTH BASS
ETHEOSTUMA FUSIFORME SWAMP DARTER
ANOLIS CAROLINENSIS GREEN ANOLE
EUMECES FASCIATUS FIVE--LINED SKINK
EUMECES INEXPEc-rATUS SOUTHEASTERN FIVE-LINED SKINK
EUMECES LATICEPS BROADHEAD SKINK

'TANTILLA CORONATA SOUTHEASTERN CROWNED SNAKE
AGKISTRODON CON"rORTRIX COPPERHEAD
CROTALUS HORRIDUS TIMBER RATTLESNAKE

y AMA
State of North Carolina
Department of Environment, Health, and Natural Resources
Division of Land Resources
512 North Salisbury Street • Raleigh, North Carolina 27611
James G. IWrtin, Governor Stephen G. Conrad
William W. Cobey, Jr., Secretary February 7, 1990 Director
MEMORANDUM
TO: Don Baker
Program Coordinator _
PFr
Wildlife Resources Commission C- Ippfl
FROM: Tracy Davis FED
Acting Mining Specialist P. ;Don
Land Quality Section
RE: Triangle Brick Company's
Merry Oaks - Site No. 1
Chatham County
Please find attached for your review a copy of the mining permit
application and site plans for the above referenced project. Triangle Brick
Company proposes to mine brick clay on approximately 400 acres of land located
approximately twenty (20) miles south of Raleigh at Merry Oaks near SR 1011 in
Chatham County.
Please review this information and advise as to the probability of the
operation having unduly adverse effect on wildlife or freshwater fisheries (G.S.
74-51 (2) ) . Please respond by March 5, 1990 so that we may complete our review
of the permit application within our statutory time limits.
As is the case in our review of all mining permit applications, this office
will carefully review all proposed erosion and sediment control measures to
ensure that they are sufficient to restrain erosion and offsite sedimentation.
However, any comments your agency can provide regarding effects on wildlife and
freshwater fisheries would be greatly appreciated. If your staff wishes to
perform a site inspection, it is recommended that they contact Mr. Howard P.
Brown at (919) 828-2070 to set up a convenient date and time.
Your continued cooperation in the review of these type applications is very
much appreciated.
TED/se
Attachments
cc: Mr. John Holley, P.E.
PO. Pw 27687, Ralelyh, North Carolina 27611-76U Telephone [phone]
An Equal Opmrwnnry Affirmative Action Employer

TRIANGLE BRICK COMPANY - MERRY OAKS - SITE #1
F Boo
APPLICATION FOR Gv� ha 1990
'Ieez h
NORTH CAROLINA MINING
PERMIT
State of North Carolina
Department of Natural Resources
and Community Development
Division of Land Resources
Land Quality Section
P.O. Box 27687
Raleigh, North Carolina 27611
(919) 733-3833
reu_J/M
I1

s +1
NORTH CAROLINA DEPARTMENT OF NATURAL RESOURCES AND COMMUNIT4fvEV"P? p,(�
cr o
LAND QUALITY SECTION ,99Q
APPLICATION FOR A MINING PERMIT
oy
(PLEASE PRINT OR TYPE)
1. Name of Hine Merry Oaks . S-ite #1 County Chatham
2. Name of Applicant Triangle Brick Company
:3_ Permanent address .for receipt of official mail.
6523 Apex Road, Durham, NC 27713-9217
*Telephone (919) 828-2070
4. Mine Office Address 6523 Apex Road, Durham, NC 27713-9217
Telephone (919) 828-2070
5. Mine Manager Howard P. Brown
We hereby certify that all details contained in this Permit Application
are true and correct to the nest of our knowledge. We fully understand that
any willful misrepresentation of facts will be cause for permit revocation.
**SignaturelfiL4� , 6 .ft� Date 190
Print Name Howard P. Brown
Title Vice-President
*The Land Quality Section should be notified of change in permanent address or
telephone number.
**Signature of company officer required.
G.S. 74-51 provides that the Department shall grant or deny an application for a
permit within 60 days of receipt of a complete application or, if a public hearing
is held, within 30 days following the' hearing and the filing of any supplemental
information required by the Department. All questions must be addressed and all
required maps provided before this application can be considered complete.Attach
additional sheets as needed_
3

APPLICATION FOR A,MINING PERMIT
A. GENERA. CHARACTERISTICS OF MINE.
1 . ,Total acreage at site covered by this permit application: .
Acres owned 350 Acres leased Property owner if leased
2. Name ,of all materials mined: Triassic Shale, Arkosic Sandstone, Clayey Sandstone,
brown imbedded with brown to oarK grey Sandstone and mu s one
3. Mining method: Hydraulic Dredge Underground Shovel &
Truck Dragline & Truck Self-loading Scraper
Other (explain) Bulldozer with ripper, frontend loader and dum tru—p— c<�
4. a. Expected maximum depth of mine (feet) 40 feet Reference elevation: 274
b- Expected average depth of mine (feet) 30 feet
S. Has any area(s) at this site been mined in the past? Yes_ No X If no, pro-
ceed to Question 6.
a. Acreage of previously affected land(s) at present site that has not been
reclaimed: acres (identify all areas on your mine map) .
b. When and by whom was this activity conducted?
c. Acreage of previously affected land at present site that has been reclaimed:
acres (identify all areas on your mine map) .
d. When and by whom was this activity conducted?
e. Do you wish to exclude any areas noted in 5a or c from this permit application?
Yes No I£ yes, how much? acres (identify all
areas on your mine map) .
6. Present (premining) ruse of the land (estimate acreage for each) :
Crosland 80 ac Pasture ac Forestry 270 ac Fish/Wildlife Be
Recreation as Other ac
7. Proposed land use after mining and reclamation has been completed
(estimate acreage for each) :
Cropland, ac Pasture as Forestry 330 ac Fish/Wildlife ac
Recreation ac Other 20 ac (plant site
N. DETERMINATION OF AFFECTED ACREAGE AND 13OND
1. Number of years for which permit is requested (10 years maximum) . 10 years
2. Total affected acreage to be disturbed during initial year of operation:
a. Area used for tailing ponds - acres
b. Area used for stockpiles 07.5 acres
c . Area used for waste piles 1 .0 acres
d. Area used for processing plants and onsite haul roads 23 acres
e. Area of mine excavation(s ) 10 acres
f. TOTAL a-e 34.5 acres
o . Estimate the maximum amount of land to be disturbed and unreclaimed
al'. any one time during the life of the permit. 34.5 acres
2

APPLICATION FOR A MINING PERMIT
4 . Check acreage to be bonded*: Total affected acreage figure from B2f OR B3 (page 2)
whichever is larger, equals acreage to be bonded. (See 15 NCAC 5B_0003 for bond
amounts. )
0 - 4.99 acres 10 - 24.99 acres
5 - 9.99 acres X 25 + acres
5. a. Will you file a blanket bond 'or other security covering all of your
mining operations in North Carolina? Yes X. No
b. Have you already filed a blanket bond or other security? Yes No
6. List any mining permits previously issued to the applicant.
Carpenter, N.C.
Durham, N.C.
C. PROTECTION OF NATURAL RESOURCES
] . a. Will the operation involve washing the material mined, recycling process water,
or other waste water handling? Yes X Na If yes, briefly
describe ail such processes including any chemicals to be used.
Approximately 500 gpd of process water will be discharged to sediment
basin #3 to settle particles before entering the drainageway. The process
water wi l l contain -only clay particles from the curing process. No
chemicals will be introduced into the process water.
b. will the operation involve dewatering the mine or discharging fresh or waste
water from the mine or plant. Yes No X If yes, briefly
describe the nature of the discharge and locate all proposed discharge points
on your mine map.
The mining areas will not be excavated below the existing natural drainageway .
c. If you answered yes to either la or lb, provide evidence that you have applied
for or obtained a water quality permit from the Division of Environmental
Management, hater Quality Section.
A discharge permit application has been filed with the N. C_ Division of
Environmental Management, Water Quality Section.
'In lieu of the surety bond required by this section, the operator may file with the
Departmert a cash deposit, negotiable securities, a mortgage of real property
acceptable to tt,e Department, or an assignment of a savings account in a North
Car,_)Tina bank on an assignment form prescribed by the Department. The amount of
larrd disturbed and unreciaimed at any one time must not exceed the bonded amount.
3

.r
o
APPLICATION FOR A MINING PERMIT
2. a. Will the operation involve crushing or any other air contaminant emissions?
Yes X No _ _ If yes, indicate evidence that you have applied
for or have obtained an air quality permit issued by the Division of
Environmental Management, Air Quality Section or local governing body.
Applicable Permit Application submitted February 5, 1990 to Mr. Mike Sewell,
N. C. NRCD Air Permit Branch, P.O. Box 27687, Raleigh, NC 27611-7687
b. How will fugitive dust from stockpiles, haul roads, etc_ be controlled?
Fugitive dust from stockpiles will be controlled by blending wet shale
material from the sedimentation basins with dry stockpiled material ,
or by pumping water from the sedimentation basins onto the stockpiles
and loaded dump trucks. Fugitive dust from the haul roads will be
controlled by wetting the haul roads using- the company water truck.
3. Describe in detail the chronological sequence of land disturbing activities and
reference the sequence to the mine map(s) . Attach additional sheets as needed.
(SEE ATTACHMENTS)
4

CONSTRUCTION SEQUENCE FOR SITE 1
PHASE I CONSTRUCT' ENTRANCE ROADS AND PLANT AREA
1. Clear and grub area for the gravel construction pad on NCSR
1911.
2. Construct 200' x 50' x 8" gravel construction pad with storm drain
pipe.
3. Clear and grub access to and locations of temporary sediment
traps 1 and 2.
4. Construct temporary sediment traps 1 and 2.
5. Construct temporary diversions into temporary sediment trap loca-
tions 1 and 2.
6. Seed and mulch all temporary diversions and slopes with ap-
propriate seed mixture.
7. Clear and grub area for the gravel construction pad on NCSR
1912.
8, Construct 200' x 50' x 8" gravel construction pad.
9. Clear and grub access to and locations of temporary sediment
traps 3, 4, 5 and 6.
10. Construct temporary sediment traps 3, 4, 5 and 6.
11. Construct temporary diversions into temporary sediment trap loca-
tions 3, 4, 5 and 6.
12. Seed and mulch all temporary diversions and slopes with ap-
propriate seed mixture.
13. Clear and grub access to and locations of sediment basins 1 & 2.
14. Construct sediment basins 1 and 2.
15. Construct temporary diversions into sediment basins 1 and 2.
16. Seed and mulch all temporary diversions and slopes with ap-
propriate seed mixture.
17. Clear and grub remaining areas for roads.
18. Construct entrance roads.
19. Seed and mulch all slopes and disturbed areas.
20. Clear and grub remaining areas for plant area, °railroad spur, and
parking and inventory areas.
21. Construct plant area, railroad spur, and parking and inventory
areas.
22. Seed and mulch all slopes and disturbed areas.
PHASE II CONSTRUCT HAUL ROAD
1. Clear and grub access to and locations of temporary sediment
traps 7 and 8.
2. Construct temporary sediment traps 7 and 8.
3. Construct temporary diversions into temporary sediment trap
locations 7 and 8.
4. Seed and mulch all temporary diversions and slopes with ap-
propriate seed mixture.
5. Clear and grub location of sediment basin 3.
6. Construct sediment basin 3.
7. Clear and grub haul road and dump station areas.
8. Construct haul road and dump station.
9. Seed and mulch all slopes and disturbed areas.
4A

5 '
PHASE III STABILIZE SITE
1. Seed and mulch all previously disturbed areas not addressed to
this point with appropriate seed mixture.
2. Throughout life of project, maintain stabilization of all areas not
currently being mined and reseed areas where mining is complete.
3. No more than ten (10) acres of mining area shall be disturbed at
one time.
PHASE IV MINE AREA 1
1. Clear and grub access to and location of sediment basin 4.
2. Construct sediment basin 4.
a. Place overburden material at excess material storage area
indicated on plans.
b. Place minable material at either the covered storage area at
the plant or at the temporary stockpile area.
3. Construct temporary diversions into sediment basin 4.
4. Seed and mulch ail temporary diversions and slopes with ap-
propriate seed mixture.
5. Diversions shall be located to ensure that run-off from all dis-
turbed mining areas shall be routed into sediment basin 4 but
shall not divert clean run-off from stabilized areas.
6. Once mining is complete on the initial ten (10) acres, construct
sediment basin 4A just "downhill" from the next ten (10) acre min-
ing area. Sediment basin 4A shall be same size as sediment basin
4.
.7. Construct new temporary diversions around the next ten (10) acre
mining area and route to sediment basin 4A.
8. Strip topsoil from next mining area and place over entire previ-
ously mined area and stabilize the area with the appropriate seed
mixture.
9. Once grass is established in previously mined area, fill in sedi-
ment basin 4 and stabilize disturbed area with grass.
10. As the mining is completed in ten (10) acre increments, new sedi-
ment basins and diversion ditches shall be constructed, and pre-
viously mined areas stabilized as outlined in steps 6-9 above.
PHASE V MINE AREA 2
1. Clear and grub access to and location of sediment basin 5.
2. Construct sediment basin 5.
3. Construct temporary diversions into sediment basin 5.
4. Seed and mulch all temporary diversions and slopes with. ap-
propriate seed mixture.
5. Diversions shall be located to ensure that run-off from all dis-
turbed mining areas shall be routed into sediment basin 5 but
shall not divert clean run-off from stabilized areas.
6. Once mining is complete on the initial ten (10) acres,. construct
sediment basin 5A just "downhill" from the next ten (10) acre min-
ing area. Sediment basin 5A shall be same size as sediment basin
5.
7. Construct new temporary diversions around the next ten (10)
acres mining and route to sediment basin 5A.
4B

r
8. Strip topsoil from next mining area and place over entire previ-
ously mined area and stabilize the area with the appropriate seed
mixture.
9. Once grass is established in previously mined area, fill in sedi-
ment basin 5 and stabilize disturbed area' 'with grass.
10. As the mining is completed in ten (10) acre increments, new sedi-
ment basins and diversion ditches shall be constructed, and pre-
viously mined areas stabilized as outlined in steps 6-9 above.
PHASE VI MINE AREA 3
1. Clear and grub access to and location of sediment basin 6.
2. Construct sediment basin 6.
3. Construct temporary diversions into sediment basin 6.
4. Seed and mulch all temporary diversions and slopes with .ap-
propriate seed mixture.
5. Diversions shall be located to ensure that run-off from all dis-
turbed mining areas shall be routed into sediment basin 6 but
shall not divert clean run-off from stabilized areas.
6. Once mining is complete on the initial ten (10) acres, construct
sediment basin 6A just "downhill" from the next ten (10) acre min-
ing area. Sediment basin 6A shall be same size as sediment basin
6.
7. Construct new temporary diversions around the next ten (10)
acres mining and route to sediment basin 6A.
8. Strip topsoil from next mining area and place over entire previ-
ously mined area and stabilize the area with the appropriate seed
mixture.
9. Once grass is established in previously mined area, fill in sedi-
ment basin 6 and stabilize disturbed area with grass.
10. As the mining is completed in ten (10) acre increments, new sedi-
ment basins and diversion ditches shall be constructed, and pre-
viously mined areas stabilized as outlined in steps 6-9 above.
PHASE VII COMPLETE SITE
1. Check all sediment basins after periods of significant run-off.
Remove sediment and restore the basin to its original dimensions
when sediment accumulates to one--half the design depth.
2. Check all embankments, spillways, and outlets for erosion damage,
and inspect the embankments for piping, settlement and rock dis-
placement. Make all necessary repairs immediately. Remove all
trash and other debris from risers, spillways, and pool areas.
3. Remove temporary structures and any unstable sediment im-
mediately after the construction site has been permanently stabi-
lized. Smooth basin sites to blend with the surrounding areas
and stabilize. All water and sediment should be removed from the
basins prior to dam removal. Sediment should be placed in desig-
nated disposal areas and not allowed to flow into streams or
drainageways during structure removal.
4C

APPLICATION FOR A MINING PERMIT
4 . a. How wide a buffer will be maintained between any mining activity
and any adjoining property or highway right-of-way? Show all buffers on mine
map(s) -
11 100 foot natural buffer of mature pines will remain along 5R 1912. The
office and plant will buffer the mining area from the north. Mature
forests will buffer the mining area from the southern and eastern boundaries.
The minimum buffer width on the remainder of the site will be $0 feet.
b. Describe other methods to be taken during mining to prevent physical hazard
to any neighboring dwelling house, public road, public, commercial or
industrial building from any mine excavation. Locate all such structures on the
mine map if they are within 300 feet of any proposed excavation.
No dwellings are located within 300 feet of the mining areas. No
mining area will be excavated below adjacent. n-atural' drainageway elevations .
c. Describe what kind of barricade will, be used to prevent inadvertent public
entry along any high wall area and when it will be implemented.
No mining area will have a high wall . Steel gates with no trespassing
signs will be installed at all mine entrances. No trespassing signs
will be placed at regular intervals around the sites.

APPLICATION FOR A HINTNG PERMIT
5. Describe specific erosion and sediment control measures to be taken during
mining to prevent offsite sedimentation (include specific plans for erosion
control for mine excavation(s) ,. waste piles, access/mine roads and process areas) ,
and give a detailed sequence of installation. Locate and label all erosion and
sediment control measures on the mine map. Engineering designs and calculations
shall be required when needed to justify the adequacy of any proposed measures.
Sedimentation basins , diversion ditches and other erosion control measures
will be constructed as shown on the accompanying erosion control plan, prior
to any other land distrubing activities. Tree stumps and root maps
from previous logging activities will be left in place to hold the soil
in all areas not being used for the plant or mining.
6 a. Describe methods to prevent landslide or slope instability adjacent to
adjoining properties during mining.
Mining areas along adjoining properties will have 2: 1 side slopes and will
be established with grass immediately after mining.
b. In excavation(s) of unconsolidated (non-rock) materials, specify the angle
of all slopes including specifications for benching and sloping.
All slopes will be 2: 1 or flatter.
c. In hardrock evacations, specify proposed bench widths and heights in feet.
Not applicable
6

APPLICATION FOR A MINING PERMIT,
7. Are acid producing minerals or soils present? Yes_ No X If yes, list all such
minerals, their relative abundance and indicate their location(s) on the mine
map. How will acid water pollution from the excavation, stockpiles and waste
areas be controlled?
S. Describe specific plans (including a schedule of implementation) for screening
the operation from public view such as maintaining or planting trees, bushes
or other vegetation, building berms or other measures. Show the location of
all visual screening on the mine map and provide cross-sections through all
proposed berms.
A 100 ft. wide stand of mature loblolly pines will be left in place along
SR 1912. The eastern side of the site is bounded by CP&L nuclear power
plant with mature forest as their buffer. The portions of the sites unused
as plant or active mining areas will be left planted` in loblolly pines.
9. Will explosives be used? Yes_ No X If yes, specify the types
of explosive(s) and describe what precaution(s) will be used to prevent
physical hazard to persons or neighboring property from flying rocks or
excessive air biasts or ground vibrations. Locate the nearest offsite
structure(s) to the proposed excavation(s) on the mine map.
7

10. a. What is the pre-mining depth ( in feet) to the seasonal high and low ground
water tables? High ft. Low ft. What is the source(s) of this
information?
No mining area will be excavated below adjacent drainageway elevations,
therefore, the seasonal ground water tables should remain unaffected.
i
b. will any part of the proposed mine excavation(s) extend below the water table?
Yes No X If yes, do you intend to dewater the excavation(s)? Yes_
No_ If yes, what impact, if any, will mine dewatering have on neighboring
wells? Locate all existing wells on the mine map that lie within 500 feet of
the proposed permit area. Provide data to support any conclusions or
statements made.
11. Will fuel tanks, solvents, or other chemical reagents be stored on-site?
Yes X No_ If yes, describe these materials and how they will be stored
and show the location(s) of ail storage facilities on the mine map.
Fuel oil used as auxiliary kiln fuel and desiel fuel for mining equipment
will be stored adjacent to the plant in above ground containers with containment
wall around them.

APPLICATION FOR A MTNTNG PERMIT
D. RECLAMATION PLAN
1. Describe your intended plan for the reclamation and subsequent use of all
affected Lands and indicate the general methods to be used in reclaiming this
land. This information must be illustrated on a reclamation map.
After mining is completed in each 10 acre increment, previously removed
overburden will be placed back over the mined area and the area will
be seeded with the appropriate seed mixture. The area could theh either
be planted with pines or left a pasture.
2. a. Is an excavated or .impounded body of water to be left as a part of the
reclamation? Yes No X If yes, illustrate the location of the body(s)
of water on the reclamation map and provide a scaled cross-section(s)
through the proposed body(s) of water. Will the body(s) of water be stocked
with fish? Yes_ No^ If yes, specify species.
b.' Describe provisions for prevention of noxious, odious or foul water
collecting or remaining in mined areas. Provide details on any permanent
water outlets_
Mined areas will be graded with a crown in the center to provide
for drainage to the adjacent natural drainageways .
9

APPLICATION FOR A MINING PERMIT
RECLAMATION ?LAN
3. Describe provisions for safety to persons and to adjoining property in all
completed excavations in rock including what kind of permanent barricade
will be left. The location of the barricade must be shown on the reclamation
map.
Not app 1 i cab l.e
4. a. Indicate the method(s) of reclamation of overburden, refuse, spoil banks or
other such on-site mine waste areas, including specifications for benching
and sloping.
Overburden materials will be evenly spread over the mined areas and seeded
with the appropriate seed mixture.
b. Are any processing waste, overburden or other such mine wastes to be disposed
of off-site? Yes No X If yes, describe in detail what these
wastes are and how they will be disposed. Attach a separate site maps) showing
the location(s) of the disposal area(s) . ._Include all specifications for erosion
and sediment control.
10

APPLICATION FOR A MINING PERMIT
RECLAMATION PLAN
5. a. Describe reclamation of: processing facilities, stockpile areas, and
onsite roadways.
The office and plant building will be left in tact and sold for
use as a warehouse, manufacturing plant or other facility.
All outside stockpile areas will be graded to near original grade,
covered with topsoil , and seeded. Haul roads from mining areas to
plant sites will be obliterated and seeded. Entrance roads will be
left in tact.
b. Will any onsite roadways be left as part of the reclamation? Yes X No_—
if yes, identify these on the reclamation map and provide details on
permanent ditch line stabilization.
Entrance roads will be left in place.
6. State the method of reclamation of settling ponds and/or sediment
control basins.
Once vegetation has established in areas tributary to sedimentation
basins, the basins will be filled with overburden material and seeded.

APPLICATION FOR A MINING PERMIT
RECLAMATION PIj,AN
7. State the method of control of contaminants and disposal of scrap
metal, junk machinery, cables, or other such waste products of mining. (Note
definition of refuse in The !lining Act of 1971). No off-site generated waste
shall be disposed of on the mine site without prior written approval from the N.C.
Department of Natural Resources and Community Development, Land Quality Section
and either the N.C. Department of Human Resources or local governing body_
N/A
S. Indicate the method of restoration or establishment of any permanent drainage
channels to a condition minimizing erosion, siltation and other pollution.
Give design details including typical cross-sections of any permanent channels
to be constructed as part of the reclamation plan. Show the location(s) of all
permanent channels on the reclamation map.
Permanent drainage channels will be designed and constructed in accordance
with the N .C. Planning Manual for Erosion and Sediment Control .
1?.

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

APPLICATION FOR A MINING PERMIT
RECLAMATION FLAN
10_ Provide a schedule of reclamation that indicates the sequence of
reclamation and approximate time frame. If reclamation is to be accomplished
concurrently with mining, then show on the site map segments that are to be
mined and reclaimed during each year of the permit. Add drawings showing typical
sections or cross-sections and layout of proposed reclamation.
Mining will begin at the lowest point in each respective mining area.
The mining areas will be mined in 10 acre increments. Once a 10 acre
increment is mined, previously removed overburden will be spread over
the mined area and seeded with the appropriate seed mixture.
E. NOTIFICATION OF ADJOINING LANDOWNERS
1. The "NOTICE" form or a facsimile thereof attached to this application must be
sent certified or registered mail to all adjoining (contiguous) landowners
indicated on mine map unless another means of notice is approved in advance
by the Director, Division of Land Resources.
The completed "Affidavit of Notification" attached to this application must be
submitted before the application is considered complete.
all

TYPE "A"
SEEDING SCHEDULE FOR STABILIZATION GRASS
Date Type Rate
Mar 15 - May 15 Perennial Seed Mix 10 lbs/acre
N.C. Wildlife Resource Commission
Mar 1 - June 1 Sericea Lespedeza (scarified) 50 Ibs/acre
(Mar 1 - Apr 15) Add Tall Fescue 120 lbs/acre
(Mar i - June 30) Or Add Weeping Lovegrass 10 lbs/acre
(Mar 1 - June 30) Or Add Hulled Common Bermudagrass 25 Ibs/acre
June 1- Sept 1 Tall Fescue and 120 Ibs/acre
Browntop Millet 35 Ibs/acre
or Sorghum-Sudan Hybrids
Sept 1 - Mar 1 Sericea Leepedeza (unhulled-unscarified) 120 Ibs/acre
and Tali Fescue
(Nov 1 - Mar 1 ) And Abruzzi Rye 25 lbs/acre
Agricultural Limestone - 2 tons/acre or 3 tons/acre in clay soils
Fertilizer - 1000 l bs/acre (10-10-10)
Superphosphate - 500 lbs/acre (20%)
Mulch - 2 tons/acre (small grain straw)
Anchor - asphalt emulsion at 300 gal./acre
ll
1.3 A

TYPE "B"
DEPARTMENT OF TRANSPORTATION SEEDING SCHEDULE
Shoulders, Side Ditches, Slopes (Max. 3:1 )
Date Type Planting Rate
Aug 15 - Nov 1 Tall Fescue 300 Ibs/acre
Nov i - Mar 1 Tall Fescue 300 Ibs/acre
& Abruzzi Rye 25 Ibs/acre
Mar 1 - Apr 15 Tall Fescue 300 Ibs/acre
Apr 15 - June 30 Hulled Common Bermudagrass 25 Ibs/acre
Jul 1 - Aug 15 Tall Fescue and 120 Ibs/acre
Browntop Millet 35 Ibs/acre
or Sorghum-Sudan Hybrids 30 Ibs/acre
Slopes (3:1 to 2:1 )
Mar 1 - Jun 1 Sericea Leepedeza (scarified) 50 Ibs/acre
(Mar 1 -- Apr 15) Add Tall Fescue 120 Ibs/acre
(Mar 1 - June 30) Or Add Weeping Lovegrass 10 Ibs/acre
(Mar 1 - June 30) Or Add Hulled Common Bermudagrass 25 Ibs/acre
June 1- Sept 1 Tall Fescue and 120 Ibs/acre
1 Browntop Millet 35 Ibs/acre
or Sorghum-Sudan Hybrids
Sept 1 - Mar 1 Sericea Leepedeza (unhulled--unscarified) 120 Ibs/acre
and Tail Fescue
(Nov 1 - Mar 1 ) And Abruzzi Rye 25 Ibs/acre
Agricultural Limestone - 2 tons/acre or 3 tons/acre in clay soils
Fertilizer - 1000 Ibs/acre (10-10-10)
Superphosphate - 500 lbs/acre (20%)
Mulch - 2 tons/acre (small grain straw)
Anchor - asphalt emulsion at 300 gal./acre
138

NOTICE
Pursuant to provisions G.S. 74-50 of The Mining Act of 1971, notice is hereby given
that Triangle Brick Company
(Company Name)
has applied on February 1 , '90to the Land Quality Section, Division of Land Resources,
(Date)
North Carolina Department of Natural Resources and Community Development, P.O. Box 27687,
Raleigh, North Carolina 27611 for a surface mining permit to commence mining of
Brick Clay r,n app rox. 40ncres located approx. 20 miles sout1bf Raleigh at Merry Oaks
(Mineral, Ore) (Number) (Miles) (Direction) (Nearest Town)
near road SR 1011 in Chatham County
(Road Number/Name) (Name of County)
In accordance with G.S. 74-50, the mine operator is required to make a reasonable
effort to notify all owners of record of land contiguous to the proposed site, and to
notify the chief administrative officer of the county or municipality in which the site is
located. The property owner may file written comments) to the Department at the above
• address within ten ( 10) days following receipt of this notice or the filing of the appli-
cation for a permit, whichever is later. Should the Department determine that a
significant public interest exists relative to G.S. 74-51, a public hearing will be held
in accordance with the Department of Natural Resources and Community Development, Mining,
Mineral Resources Regulation Title 15 Subchapter 5B, .0011 .
A copy of the permit application materials are on file and available for public
review during normal business hours at the above listed address. For further information
call (919) 733-4574,
zly l90
(Date ailed to Addressee)
Triangle Brick Company
(Address of Applicant)
6523 Apex Road
Durham, NC 27713-9217
15

APPLICATION FOR A MINING PERMIT
AFFIDAVIT OF NOTIFICATION -
1 Howard P. Brown an applicant, or an agent, or
employee of an applicant, for a Mining Permit from the N.C.Department of Natural Resources
and Community Development, being first duly sworn, do hereby attest that the following are
known owners, both private and public, of the land adjoining the proposed mining site and
that notice of the pending application has been caused to be mailed, by certified or
registered mail, to said owners at their address shown below, such notice being given on a
form provided by the Department:
(Name) (Address)
(Attach additional list if necessary) -
I do also attest that the following individual is the chief administrative officer of
the county or municipality in which the proposed mining site is located and that notice of
the pending application has been caused to be mailed, by certified or registered mail, to
said office at the following address:
(Name) (Address)
Robert L. Gunn , Interim County Manager P.O. Box 87, Pittsboro, NC 27312
The above attestation was made by me while under oath to provide proof satisfactory
to the Department that a reasonable effort has been made to notify the owners of record of
the: adjoining land and the chief administrative officer of the county or municipality in
compliance with N.C.G.S. 74-50 and 15 N.C.A.C. 5B .0004(d) . I understand that it is the
responsibility of the applicant to retain the receipts of mailing showing that the above
notices were caused to be mailed and to provide them to the Department upon request.
February 1 , 1990 )� 1' lam,
Date Signature of Applicant
If person executing Affidavit is an agent or employee of an applicant, provide the
following information: (Name of applicant) Triangle Brick Company ;title of
person executing Affidavit) Vice-President \
1, Flpp�rl�Q, r C�CiJ.lC.\a Notary Public of the Cal ntyr�of `6JW( W.yy-�
3 Cate of North Carolin'a ' ddo'o hereby certify that ` YO WN
personally appeared before me this day and under oath acknowledged that the. above
Affidavit was made by him. q
witness my hand and notarial seal, this I of day of 19 qQ,
Notary
ezpires :v ^�`i
7Y Ibb

- i

A1111"Ll CATION l,}OR A MINING PERMIT
F. MAPS
1 . Two copies of the county highway maps and two copies of all mine maps shall be
submitted with each permit application.
County highway maps may be obtained from:
Location Department
State Highway Commission
Raleigh, North Carolina 27602
CLearly mark the location of your mining operation on the county highway maps.
2. Mine maps should be accurate drawings, aerial photographs or enlarged topographic
maps of the entire mine area and of a scale sufficient (see minimum requirements
listed below) to clearly illustrate the following.
a. Property lines of the tract or tracts of land on which the proposed mining
activity is to be located including easements and rights-of-way.
b. Initial and ultimate limits of clearing and grading.
c. Outline of all pits/excavations.
d. Outline of stockpile areas.
e. Outline of temporary and/or permanent overburden disposal areas.
f. Location of processing plants (processing plants may be described as to
location and distance from mine if sufficiently far removed)
g. Location and name of streams and lakes.
h. Outline of settling and/or processing wastewater ponds.
i. Location of planned and existing access roads and on-site haul roads.
j . Location of planned and existing on-site buildings.
ic_ Location of all proposed sediment and erosion control measures.
1. 100 year floodplain limits.
m. Names of owners of record, both public and private, of all adjoining land.
n_ Map legend:
1 . Name of applicant
2 . Name of mine
3. North arrow
4 . County
5. Scale
6. Date prepared
7 . Name and title of person preparing map
Map scales must, at a minimum, meet the following guidelines:
SITE SIZE (From Page 2, Al) MAP SCALE
0-99 Acres 1 inch=50 feet
100-499 Acres 1 inch=100 feet
500+ Acres 1 inch=200 feet
NOTE: `I`HIS APPLICATION WILL NOT BE CONSIDERED COMPLETE WITHOUT ITF_MS 2a-n 13EING
ADEQUATELY ADDRESSED_
17

APPLICATION FOR A MINING PERMIT
G. LAND ENTRY AGRFYKFNT
We hereby grant to the Department or its appointed representatives the right of entry
and travel upon our lands or operation during regular business hours for the purpose of
making necessary field inspections or investigations as may be reasonably required in the
administration of this Act.
We further grant to the Department or its appointed representatives the right to make
whatever entries on the land as may be reasonably necessary and to take whatever actions
as may be reasonably necessary in order to carry out reclamation which the operator has
failed to complete in the event a bond forfeiture is ordered pursuant to G.S. 74--59.
Signature*
Print Name• HOWARD P. BROWN
Title: VICE-PRESIDENT
MERRY OAKS - SITE #1
Mine TRIANGLE BRICK COMPANY
TRIANGLE BRICK COMPANY
Company:
*Signature must be the same as the individual who signed Page 1 of this application for
a permit.
Return two copies of the completed application and all maps to the appropriate Land
(,duality Section Regional Office serving your area. (See attached list of Regional
offices) .
Inquiries regarding the status of an application should be directed to the address
listed on the front page of this application form.
16

ADJACENT PROPERTY OWNERS
SITE 1
IRENE ASHWORTH
RT 1 BOX 238
NEW HILL NC 27562
CAROLINA POWER & LIGHT COMPANY
ATTN: JAY MULLINS
P 0 BOX 1080
PITTSBORO NC 27312
ALTON H & BILLY H ELKINS
P 0 BOX 266
GOLDSTON NC 27252
B L GUNTER
2711 SHANNON RD
DURHAM NC 27707
HARVEY D GUNTER, JR & MARY G
WILLIAMS
RT 7 BOX 207
DURHAM NC 27707
JOHN & PAULINE HABUDA
728 DENNIS AVE
RALEIGH NC 27604
MRS CLEON HEARN
RT 1 BOX 45
MONCURE NC 27559
J R HEARN
C/O CLEO HEARN
RT 1 BOX 45
MONCURE NC 27559
ALLENE J KING
RT 1 BOX 551
MONCURE NC 27559
JESSE C & BARBARA C KING
P 0 BOX 164
MONCURE NC 27559
ARNOLD J & RUBY W LOLWING
RT 1 BOX 645
MONCURE NC 27559
GLENN RODGERS & DEBBIE HART
RT 3. BOX 382
LILLINGTON NC 27546

State of North Carolina
Department of Environment, Health, and Natural Resources
Division of Land Resources
512 North Salisbury Street • Raleigh, North Carolina 27611
James G. ,Martin, Governor Stephen G. Conrad
William \V Cobey, Jr., Secretary February 7 , 1990 Director
MEMORANDUM
TO: Don Baker
Program Coordinator
Wildlife Resources Commission
FROM: Tracy Davis
Acting Mining Specialist
Land Quality Section
RE: Triangle Brick Company' s
Merry Oaks - Site No. 1
Chatham County
Please find attached for your review a copy of the mining permit
application and site plans for the above referenced project. Triangle Brick
Company proposes to mine brick clay on approximately 400 acres of land located
approximately twenty (20) miles south of Raleigh at Merry Oaks near SR 1011 in
Chatham County.
Please review this information and advise as to the probability of the
operation having unduly adverse effect on wildlife or freshwater fisheries (G.S .
74-51 (2) ) . Please respond by March 5, 1990 so that we may complete our review
of the permit application within our statutory time limits .
As is the case in our review of all mining permit applications , this office
will carefully review all proposed erosion and sediment control measures to
ensure that they are sufficient to restrain erosion and offsite sedimentation.
However, any comments your agency can provide regarding effects on wildlife and
freshwater fisheries would be greatly appreciated. If your staff wishes to
perform a site inspection , it is recommended that they contact Mr. Howard P.
Brown at (919) 828-2070 to set up a convenient date and time.
Your continued cooperation in the review of these type applications is very
much appreciated.
TED/se
Attachments
cc: Mr. John Holley, P.E.
P.O, Box 27687, Raleigh, North Carolina 27611-7687 Telephone [phone]
An Equal Opportunity Affirmative Action Employer

N.C. Department of Environment,Plealth, and Natural Resources
Division of Land Resources, Land Qualitv Section
Telephone Log
Dater /t'/ 50 Sheet--Lof
Time: 6?00 ;ff-am Call: Placed �q Received ❑
�R
Pm Re
turned ❑
I.Project: b r/tuuet 4v —,l.IY.Iy 9PI44 411S �( a'�L County: (A4IW*Ak
2. Conversation with: "Ddtj h''�— I Telephone: ( > lG3&
3. Affiliation: W1LPuPi rlo;& Lf%j t: a 4(4h76d
4.Content of conversation:
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i
cc: OSOW V.L ✓2 SA'KOli6 e / Filed I � �

N.C. Department of Environment, Health, and Natural Resources
Division of Land Resources, Land Quality Section
Telephone Log
Dau::�_y, qp Sheet
Time: 0 am Call: Placed ❑ Rweived ❑
\ Returnedd,R
1. Projecc ' N'l(A*A,h dnfl-�7LS S (TE�S o� 1 County: �--L4' -)6(qn'
2. C2nversmion with: Telephone: (
3. Affiliadm: C- d--�-
4. Content ofconversation: d CA-&LE0 CRT-4✓�-)n-(,
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cc:��i/�'ihr "f7�! IS Filed h .

RECEIVED
14AR O 6 1990
LANn (plpi 11 r SECTION
North Carolina Department of Cultural Resources
James C. Martin, Governor Division of Archives and History
Patric Dorsey, Secretary William S. Price,Jr., Director
March 2, 1990
MEMORANDUM
TO: Thomas E. Carroll
Land Quality Section
Division of Land Resources, DEHNR
c
FROM: David Brook, Deputy State
Historic Preservation Officer
SUBJECT: Application for Mining Permit
Triangle Brick Company, Merry Oaks,
Site #1 , Chatham County, ER 90-7843
ti
We have reviewed our files concerning the proposed mine location and
find no recorded archaeological or historic sites. However, the project
area has not been surveyed previously by an archaeologist. Based on the
topographical and hydrological location of the project, there is a high
probability for archaeological sites in or near the project area.
By copy of this memorandum, we are notifying Triangle Brick Company , the
permit applicant, that we will perform an on-site inspection for the
Land Quality Section in the near future. We will contact Mr. Howard P.
Brown to schedule the visit and provide notification to the Land Quality
Section in case one of your field representatives would like to be
present.
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
cc: Howard P. Brown
Triangle Brick Company
6523 Apex Road
Durham, N.C. 27713-9217
109 East Jones Street 0 Raleigh, North Carolina 2XdK 27601-2807

N.C. Department of Environment, Health,and Natural Reso e'{ IV ED
Division of Land Resources,Land Quality Section
Telephone Log FEB oz)I 199
"0
_
Datc:_J�J_9n Ut.�teBl.�.[yo$�pN
Time: ❑ am Call: Placed ❑ Received ❑
P Pm Returned®'
1.Project:R[_&Lt nt0, �F 11,a ^r OA7e-5 SS(7t ty- Coun _�-�t 7t+�1r`7
2,Conversation with: 1�✓1T 8[�6 w l —Telephone: ( ) �12fr-Zv7o
3. Affiliadon: / IV ' A�16 LTr" O(L4 CU— /
4. Content of conversation: T f'�F-+J�zo 6, e-A7�' A'
L,i ,.*w TYae9 7o u� 7r'(AT A--1 lriq ,G L�f 54 , .
Q ✓ �1� 5�6]'��� S i
cc: Filed by:

N.C. Department of Environment, Health, and Natural RT�ift' es��D
Division of Land Resources, Land Quality SectiopE8 UG 1530
Telephone Log IANO QUALITY SE J10N
te:�___Da /�l ftO Sheet Yaf
Timer O '- k> Parn Call: Placed ❑ Received 21
❑ Pm Returned
,.❑
1.Project: Be.S,a." ivle�gr�OA-k-,S 1 M5,7 County:.
2.Conversation with: r �1—F�i MJ(tAZA-ul Telephone: ( )
3.Affdiatioru �y A-r lc t_C GCLAte\
4.Content of conversation: 4 - CAI. it1G :]�
_ or- AMZVA .c N Ae
'X PLA d&tea "�d+'rT Ne Rr 0(�l eJ1"i�o,f A4-sd /3CL1 / L `O
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cc: Filed by:

North Carolina Department of Environment, Heath, and Nalura Oftsources,
Division of Lard Resources, Lard Quality Section JUN 2 R 1995 UINv
MINE INSPECTION REPORT /
(PERMITTED MINEJ
1. MINE NAME 1� rJ .�' 2. MINING PERMIT#- I9— IO
3. OPERATOR 'i 4. COUNTY
5. ADDRESS C AX PERMIT EXPIRATION DATE
7. Person(s) contacted at site O+ l A-1-71_ --tl ,
8. Was mine operating at time of inspection? p-Yes ❑No 9. Pictures? O Yes p o
10. Dale last inspected: 21_019t{ 11. Any mining since last inspection? , plVes ❑ No
12. Is the mine in compliance with the Operating Conditions of the Permit? p.Yes ONO
If no, explain:
13. Is the mine in compliance with the Reclamation Conditions of the Permit? Yes ❑No
If no, explain:
14. Did any of the above deficiencies result in offsite damage? ❑Yes ❑No If yes, describe the lype
and severity of the damage:
N7R
15, Corrective measures needed and/or taken:
16. Other recommendations and comments . I UU ( RP L
T( P 11 sums I OVP. nr,wn Wp - Imin aoi
17. Is the Annual Reclamation Report 4- map accurate? NeYeS ONO (Explain) ❑Not Reviewed
18. Follow-up inspection needed? ❑Yes No Proposed date
_/
19. No+ of additional pages of Inspection Report. 20. Copy of Report sent to.operator _/ ly�
INSPECTED Y:� I DATE U r.7!/ V /lJ
Phone No: (�Ig )
While copy to file Yellow copy to operator Pink copy to Mining Specialist
e91

Nosh Carolina Department of Environment Health, Natu R
DMsion of Ladd Resources, Land V SFQ
MINE INSPECTION R OR
_ (PFRWr ED NnNE) ENO Q
UA
1. MINE NAME I I P f j �4- -7 2. '1 ERMIT#
3. OPERATOR r IQ f Yi ('tY1 K]l-1 4. TY
5. ADDRESS 73 RMIT EXPIRATION DA
7. Person(s) contacted at site Pna- line cjn - 77!Ii —`fl—(3H '
B. Was mine operating at time of inspection? plies ❑No 9. Pictures? ❑Yes 2-No
10. Date last inspected: /—IL13T 11. Any mining since last inspection? fi3^Yes ❑ No
12. Is the mine in compliance with the Operating Conditions of the Permit? p Yes ONo
If no, explain:
13. Is the mine in compliance with the Reclamation Conditions of the Permit? []Yes ❑No
If no, explain:
14. Did any of the above deficiencies result in oill damage? El Yes ❑No If yes, describe the type
and severity of the damage:
krl ;
15. Corrective measures needed and/or taken: 4 it I 1 Q 4'I
nn1PQ(`i3Or1p ' IAtj4es � r /3!'-Fire Oru jL)1 )tctl ! hit
I O 5 r`1 i ar,f. ., r# -F-rt /'nnJ,-; .I .Sad L1.�n+�-I-,-„n,
ril54vrV,p.l nrpn . . r"INS��rrl pr i ' Pr ruharP.�
�rtxunrlrnlP,� xnrs i w K,
1 1
16. Other recommendations and comments:
17. Is the Annual Reclamation Report +/- map accurate? QYes ❑No (Explain) ❑Not Reviewed
18. Follow-up inspection needed? ❑Yes 2-60 Proposed date I1 pp��_�
19. No. of additional pages of Inspection Report1. 20. Copy of Report sent lo.operator_�/ �sl
' �y� (date)
INSPECTEDBV: J P . 7 U91 fail DATE$_1
Phone No: ( qIy
White copy to file Yellow copy to operator Pink copy to Mining Specialist
9FJ 1
t

North Carolina Department of Environment, Health, and Natural Resources,
Division of Land Resources, Land Quality Section
MINE INSPECTION REPORT "T t GE!UPD
(PERMITTED MINE) NOV 08 199(
1. MINE NAME Mee r-i 0,4k -81 2. MINING PERMIT# A01(2 ,at r
3. OPERATOR -r-„R wt'1. &,4 ra. 4. COUNTY CA-jk&i,� "`(� +r N
5. ADDRESS AOrA /Po.J , A1C_ 7 7-717- Q.17
6. Person (s) contacted at site In, At R►a.��.
7. Was mine operating at time of inspection ? ❑Yes 2—No 8. Pictures ? Yes 2-No
9. Date last inspected: 1 I 10. Any mining since:last:inspection ? ❑Yes Q-No
11. is the mine in compliance with the Operating Conditions of the Permit ? 0-Yes No
If no, explain:
12. Is the mine in compliance with the Reclamation Conditions of the Permit ? [R'Yes n No
If no, explain:
13. Did any of the above deficiencies result in oftsite damage ? Yes No if yes, describe the type
and severity of the damage:
14. Corrective measures needed and/or taken:
15. Other recommendations and comments: NG,J 7s �eN.J ,P'.� v �- c AA,_N. l mA&A Ste/
Come r-, W s,'l, As (f;3 en s S eJ. A/ip.l _4., A le.l 411 'e*Z, T..r/. /< t.A,151 S�.srb,'/.'ta, ,o.✓
16. Is the Annual Reclamation Report+1 - map accurate ?_ Yes ❑y�No (Explain) Not Reviewed
pAwt ,'s 5...1 f 41J.A. ('c.vs�ru�t — S r�.y.. ��d ua 71, - /114re .
17. Follow-up inspection needed ? Yes 0'60 Proposed date 1 I
18. No. of additional pages of Inspection Report 19, Copy of Report sent to operator // 1 �' 1 le) .
(date)
INSPECTED BY: DATE: e6 / 9n
Phone No: ( 9/0 TZ
0. /oiud /0515-
White copy to file Yellow copy to operator Pink copy to Mining Specialist
8/89

RECEIVED
North Carolina Department of Environment, Health, and ral R
Division of Lard Resources, Land Ouality
MINE INSPECTION REPOR JlR i 3 0
/'�,, (PERMITTED MINE) LINO
��r� t]i1. MINE NAME _ lJC( 2. MIHMt /i L7" �l Tl N
3. OPERATOR 1 !-
5. ADDRESS + 7" 8. PERMIT EXPIRATION DATE 4
7. Person(s) contacted at site ri9AM1I d7F59
8. Was mine operating at time of inspection? XCYes ❑No 9. Pictures? ❑Yes ZNo
10. Dale last inspected /�—"
: 11. Any mining since last inspection? %Yes ❑ No
12. Is the mine in compliance with the Operating Conditions of the Permit? �wl'yes []No
If no, explain:
13. Is the mine in compliance with the Reclamation Conditions of the Permit? t ' es ❑No
It no, explain:
14. Did any of the above deficiencies result in oftsite damage? [-]Yes [I No If yes, describe the type
and severity of the damage:
N
15. Corrective measures needed and/or taken: . 7 ) . 'X I
1 r �
pror.1en uol v /19POSflrPS M-P. Il GC(I SI I-OTIV)
I 71 E 1 . nS flr Prl r .
16, Other recommendations and comments:
17. Is the Annual Reclamation Report ♦/- map accurate? Ye ❑No (Explain) ❑Not Reviewed
18. Follow-up inspection needed? ❑Yes ITJNo Proposed date_/ /
19. No. of additional pages of Inspection Report. 20. Copy of Report sent to operator��( /m
INSPECTEDBV P�Mi`lI DATE RJ ! —I`Y
Phone No: ( Q1
White ropy to file Yellow copy to operator Pink copy to Mining Specialist
9M

North Carolina Department of En*onmenL Health. and Natural ResgDrw6,
Division of Laid Resources, Land Quality Section 7-
MINE INSPECTION REPORT r
r
n_I,kr ( urr>=o P RN NINE) Ciirp�tl��� 01 199�
1. MINE NAME tVI PV-rI l l / Mine , 2. MINING PERM11 10
3. OPERATOR TI-inMek) Rr�t lk 4. COUNTY 'r,r
5. ADDRESS( Z;P A JLNY--v Ad. rlurWlomr KC. 6. PERMIT EXPIRATION DATE
7. Person(s) contacted at site pnr Ar„v„n 4171.71 -�tH 3G�
S. Was mine operating at time of Inspection? im'Yes ❑No 9. Pictures? ❑Yes p.No
10. Date'last inspected: I L/ (_0 /_L0 1 1. Any mining since last inspection? ©, Yes ❑ No
12. Is the mine in compliance with the Operating Conditions of the Permit? f]Yes ❑No
If no, explain:
13. Is the mine- in compliance with the Reclamation Conditions of the Permit? (KYes ❑ No
If no, explain:
14. Did any of the above deficiencies result in ollsite damage? ❑Yes El No If yes, describe the type
and severity of the damage:
N/ta
15. Corrective measures needed andlor taken: In,
nrp_ in n, ( A 44�1p' • C11141flAro rpr look ' vPl la Chn:rt.
l l
( 'nn4;r„ rr n-rlTni-a �n sPdi,w-n1- nn�f prr �r .n Own-H-� A
n,nn�i (rPti n[ :'lr«I Nil,
16. Other recommendations and commenW -i11Per, i (2 +k4 5i 4e, hk ,( i4 ii,-InC'-hJh. —
-,'1R IOnr� CI14�^Ir r(,nnrp,. ,l
17. Is the Annual Reclamation Report M- map accurate? CRYes ONO (Explain) ❑Not Reviewed
te. Follow-up inspection needed? Elves OrNo Proposed tlate_!_/_
19, No. of additional pages of Inspection ReportL. 20. Copy of Report sent to.operator 'iI / I 123
( / (dale)
INSPECTED BY: rb b X np�IL -43u ,I.0 c� DATE
Phone No: ( q I q ) ri'7 )- Lq I U(�
White copy to file Yellow copy to operator Pink copy to Mining Specialist
elet