NCG140385_Monitoring Reports_20190401

STORMWATER DIVISION CODING SHEET
NCG PERMITS
PERMIT NO. /v iy0j 5
DOC TYPE ❑ HISTORICAL FILE
N( MONITORING REPORTS
DOC DATE C Doic) ociv
YYYYM M DD

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\ i ' / / / / / ,
PROP. CONCRETE/ `\ �' i i 7
CONCRETE AREA ASPHALT BERM
\ � \� LINE BE ING / / ISTANCE / /
`�\ OLD DEPRESSED RO BED L1 4.1'47' 3" 103.82 —�
S L2 S 57'01'26' E/ 136,4
` esApj\kc or
� Aj,. L3 S 49' 3" E 161 6 AIIPP
-1
-III- 111-111-111= - \ \'o 133•\ 610 L4 �%6 3 3.92/ 00 °11=1 T-I=111=1 II1-1 11-1 <�: .� L5 iS 7. 14'5 E 29.25 :•I�t� E {S
1I-1 I I—I 11—III—III—=III \ . ,. } {,don
I t—I I—ITI—ITI—I I ITI— ♦ �.\ ' i V ��I-AP'
•
I ..W , 1. C
.\</ . / 77
_"')r r R •�:.� _ "jt OW lqp r (/) %., II_
SECTION A - A `\ - t{� 't®t nrn
�. �— - / i �' i it0Tll1 • ht0�. i 1 the
�\ sue\ _ / / requ1 1 , n 11 it t e US 74 BUSINESS
` ss . / l ; t tdt{ Hsi+ Tartly p8 )) ROCKINGHAM
ASPHALT • \ �/ �` ?,�\\ / ' / T.L. Forme st!��, titer\{ , _ lz3n tw r litY
DEFL. BERM CELL 1 CELL 2 \ \ ��� s�� IRE Dd. 590, Pg. 296 P:� l #_r r (;�ivls
� Tract q _ . Revislo
ate
- \ - / / •h:et _- VICINITY
[El 11=III= 111E — \ N OUTFALL NUMBERING
111Tr1�1�-17— I-111-1 —111-111-111„11�1�1I: T.L. s64: / ' OLD DEPRESSED ROAD BED OUTFALL #1) MAIN SITE OUTFALL (INTERMITENT STREAM)
III-III=III-III=111- Fa er �` `l oo. Allen
CONCRETE AREA \ Dd 5•� OUTFALL #2) MINOR OUTFALL - TO BASIN #2 (SHEET 3 OF 4)
SECTION B - B --3 4 Brothers
(DEFLECT RUNOFF TO CELL 1) ` g• 296 \ \ 63 „ IR OUTFALL #3) MINOR OUTFALL - TO BASIN #1 (SHEET 3 OF 4)
T�.ct II Timber Co. OUTFALL #4) OUTFALL (OLD ROAD BED) - NOT DISTURBED
1 I - \ '��\\ ` \\ Dd. 769, OUTFALL #5) EAST OF DRIVE - TO BASIN #4 (SHEET 3 OF 4)
1 Pg. 161 OUTFACE #6) DRAINAGE AREA #3 - TO BASIN #3 (SHEET 3 OF 4)
(/ s 6\ IPF
1 1 \ rFq<< #3 ,.� 0'4,
1 I I I \ • \ / Bulk )111b.-
96.01 \� �-�\ 1q3 72'56'00' E
1 I ' Ik Head
\ 92 2s.25 - LEGEND:
IPF
l T P. STORAGE S OGC ELATE ISITE T TA L- ; J, OtJgLC EXISTING CONTOURS —- -
CONTAINMENT BIN FOR ADMIXTURE TANKS: ELI I ATED PILE C5` \ NOTOis� #4
86' A E S RQ PROP. CONTOURS
3 TANKS - 4' DIA., 5 FT HIGH z s• ulk Heed J -
1 TANK - 6' DIA., 5 FT HIGH LOA@II��G BIN AGGR -
VOLUME OF TANKS: 2 (APPROX -LQC.) ST ELATE
(3 EA.) X (2"2) X (3.14) X (5) = 188.5 CU. FT. . OCK PILE CONVEYOR \
(1 EA.) X (3"2) X (3.14) X (5) = 1 41.4 CU. FT. ` 1k6 j4 MATERIAL BINS e i, — — —� 1
6011 GAL.
WATE- TANK ► d .—��� ro Brot l ' �"�(I
TOTAL 329.9 CU. FT. ` .RAMP' Cyclone VaccUm {'r A�46 Timber • -
° BAG HOUSE ���������.
*TANKS ARE NEVER FULL _, ��- �� A� A4 .� '� .� Pg. 16�1
lirI�IgI�I1I.*I���� \
SIZE CONTAINMENT BIN: `" \BO ,.�����:� 7'�:O4�. \ • �"{`�r?f:Ff`� (,,
• (20) X (10) X (2.5) = 500 CU. FT. _ =2so.s4 - - • ' '� '� ,� IRS a� ,�,
THE BIN WILL BE CONSTRUCTED OF MASONRY CONCRETE TANKS ik, _ S 88'00'13" W 2 _I_.� \ goo C
4 85,.E �46" E `�.g e 4 tie maeo -me,�_w,r/!'rr
BLOCKS ON A CONCRETE PAD AND WILL BE PLASTERED � ���•_ 16' �:•�::' \ `, `��,� ��
2" IRS CEMENTS • e _ re ���,� .A ca \
WITH SURWALL MORTAR. THERE WILL BE MIN. OF A �� - - 9� BATCH HOUSE B0_5. ���1 (/7 fir rn
RELEASE PIPE WITH VALVE SO SPILLS OR STORM WATER \ \ at / Lon ;.�7-�5-4 r .� 0 \ '
N 57.36' �mw������� ���I ,. S AL e
CAN BE DRAINED FROM THE BIN. ANY SPILL WILL BE \ 79.4)3.a3' 0 : - � �:. itati arili,+'0 $ t <
DRAINED TO A CONTAINMENT TANK AND WILL BE \ FLE OR SWALE • "�"��`�`��` �„ f � ` \ \ \�OVED MANNER. THE MATERIAL .� �. - ' a .� e N \
DISPOSED OF IN AN APPR I ICONCRETE AREA: ram•` o m �� 9 •�n,• l'tlw `°�SAFETY DATA SHEET (MSDS) WILL BE USED. SPILLS \N E .4 .'C�/ it "f 0.256 ACRES AREA 5 pito °•i /�.i `� o'''0
WILL BE REPORTED TO THE LOCAL E.P.A. IN RICHMOND �` N �- 1 \ c Jai ..� \ \ \
COUNTY. SEE SHEET 4 OF 4 co RAW SCALE r
\1111 �� � _ W� N 80 40 0 0 6\
DDE�FLECTION �•h,e. \
NOTES: / \BERG _ ,� . ° EDE A P
-CELL 1: HOLDS 820 CU. FT. OF WASTE WATER AND - \*.:.. • .• Sl{r�4ro %
SETTLEMENT BEFORE SPILLING INTO CELL 2&3. _ �� _ 1ITC) -)80/FEETI \
-MAXIMUM 1,800 GALLONS OF WATER FROM WASH t �\ `I, •o ��CELLJ i.• - „ \
OUTS PER-DAILY WASH Y.FROM BATCH APPROX. 300 GALLONS. OUTFq( Sao �._=Z •: CELL BEING I I I l I
\ -\\,�� � BUILT W TER ��� SITE PLAN
-WATER FROM BATCH AREA DRAINS TO CELL 1. #\c� am mob Ne HILDRETH REDI-MIX #2
-CELL 1 WILL BE PUMPED WHEN SETTLEMENTS ARE 6" i - \. \ �. FLECTIe A�O
RICHMOND CO.,NC.
THICK AND CARRIED TO APPROVED DISPOSAL AREA. �` \ \ \ Y - i�3s
-CELL 1 WILL BE CHECKED WITH A MEASURING ROD - _ ---
WEEKLY
OR MORE OFTEN IF NEEDED. \ ► --- - --
(e...) sEPI
-SETTLEMENT WILL BE FINE AGGREGATE, COARSE 88'22 7" 450.54
AGGREGATE AND CEMENT.
I—YL —It —" —"` _
—"� M.—�`— _ _ wEs� rde t�ME - G
ENGINEERING GROUP
WASTE WATER: /-. 1L/1 '„� — 7506 E.INDEPENCE BLVD.,SUITE 122
DATE REVISIONS CHARLOTTE,NORTH CAROLINA 28227
WASTE WATER WILL CONSIST OF WATER, AGGREGATE, R W VARIES ��EXIST. 4'X6' RCBC TEL:[phone]
6/20 CORRECTIONS MADE AS PER DWG
CEMENT, FLY ASH AND A VERY SMALL PERCENTAGE 8/25 CORRECTIONS MADE AS PER DWG DRAWING DATE: FIELD SURVEY DATE: PROJECT NUMBER'.
OF CONCRETE ADDITIVES; I.E. (AIR ENTRAINMENT, 9/9 CORRECTIONS MADE AS PER DWG 3/10/2008 EN07.006.00
4 RETARDER) 1/27/09 CORRECTIONS MADE AS PER LETTER DRAWN BY: CHECK BY: SCALE: SHEET
IRS 1"m80• 1 OF 4

..----7 / / // / / //:////// ///„ '' 1 I I
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\`\\\ ` / ' I 1 \ \ R0CKINGHAM
OLD DEPRESSED RO BED / // ——� 1 I
N
1°— /- / / ��
/ /77- — \\ \ I
:----------—
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) I N• !!!!!!`� OLD DEPRESSED ROAD BED
, ( 7 /77---
�. \, �iiiii!i _ 1 1 1 L E G E\ D
�!!!!!♦ • Aza l \ 0 T TO S C A L- ' ' '
: : .81 Acres I r_-_--_-!i!i!i!i!i?i?i!im 1.85 ACRES
, , i i i ,
\ ► �� °� \ , f'/,//////,'/,%I 1.32 ACRES
♦!!!!!�. I I /
, ,/ / ��l�.!!'!!!!! I \\116,..
►•;::• _;:,•= 0.256 ACRES
\ \4 , '!!�►!!!!♦!!!!!!!!!!!!!!!!� or os ,�4 a/1 1
I///////////////] 0.34 ACRES
/ \ . � c __ED....._. \\\\\\\\\\\\\\\� 0.81 ACRES
/ / 9 !I - _ ,
// 1/
7 / ) \' \ u \ ��! 1.85 Acres !!!/, \\ ��,��..��.� , \� b�C--------- _ � t'za, ad9f,.
, / ►�!'l.�l�!!!I 0�=����.=v. .��4 \ ppp%���,ODA9o�r,>;SF,,ee le
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411
414
l 'I�I�I� wg
o_�i 1 1 .I ft i t y �a/ ' �!!!�+ \\Draina e Area 3 • •� I I � -
��.%$) ,
1.32 Acres 4. �a�a �,,v. ,!//
9 k. �!!!!!�� r )41
d88Gba�0
� ��!!C� 3i �r°in°ge AreaX o
/ �� • • Are I `;-. — \ \
DRAINAGE AREAS FOR SITE OUTSIDE OF
i // Z // ���d`,�,� �������������,� �I > J RECYCLING CENTER FOR CONCRETE BATCH
/ \4\�5eo o,�,�����y'���i�i�. \ �1 D / PLANT FOR REDI—MIX #2
/ / , / 7 .�,: ..� D
ROCKINGHAM, RICHMOND COUNTY, N.C.
/ ( (SS EP I
/ / —/ \UI�DISTURPED \ 1�.1 U1 a / /
\\ 1 �— /,--- .
/ -
-i �\ ��� ��� ��
�,►
____
' L / -—7
—— N I
_ ENGINEERING GROUP
A. DATE REVISIONS
7506 E.INDEPENDENCE BLVD.,SUITE 122
/ \ 61. 6/20 CORRECTIONS MADE AS PER DWG CHARLOTTE,NORTH CAROLINA 28227
I(/ / \ \ 8/25 CORRECTIONS MADE AS PER DWG TEL:[phone]
I \ \ �� 1/27/09 CORRECTIONS MADE AS PER LETTER DRAWING DATE: FIELD SURVEY DATE: PROJECT NUMBER:
I \ \n / 3/10/2008 EN.07.006.00
_ '
1 / I DRAWN BY CHECK BY: SCALE: SHEET
_ — _ _ __ TRS NTS SHEET 2 OF 4

•
•\ \ TEMP. DIVERSI❑NS - PRACTICE 6.20 j CROSS-SECTION 12"MIN OF NCDOT #5 t_W=5'MIN.
\ \ NOT TO SCALE OR #57 WASHED STONE
-
\ \\ - - / !AN) 4, • T= 1.5' MIN.
\ \ \ - TEMPORARYDESIGNSCRITERIA TRAP �
\ \ I 3,0• 3600 CU FT/ACRE ' ;� *(11 -Al I P
\\ \ OLD DEPRESSED RO BED 'IBASEI~ DRANACE /, is - �.� : �r
\ AREA <5 Ac. 'L;r;` �-•� I � 5'MAX
• \ ACRES
\ \\S. s\a 1 1'(�' 1 LENGTH TOYADTH 2:1 BAFFLE .�.*-=• `� (j p
\ eta\ -I I I_I RAnD BAFFLE ,', ' •INi1l, +. 1
N
\ \ I I-I �_ I I I 36oF
- -.. \ \- _ -� �_�I T I =I 1 ` / MIN. (Cu.FL BAFFLE US 74 BUSINESS
VOLUME PER AC. FILTER\ �� - REQUIRED DISTURBED) FABRIC ROCKINGHAM �
\ \\\ ,S\ - � -I I I- PLAN VIEW
\ \ �¢? - - \ AREA �SOJSr T.
\ SURFACE ER CFS DESIGN SETTLED TOP'�+\ / 1 REQUIRED OVERFILL 6' FOR
Fes\ / TrL. Forme DID) 21" MIN. SETTLEMENT
\ / • \.� '`�s4p\\ IRF / / Dd. 590, Pg. 296 VICINITY MAP
(N.T.S.)
• \ Tract
\\\ LIIvI:#/TS OF / NOTE •1j L=VARIES 4'MIN.
/ ( ) EMERGENCY
• \ !� BY-PASS 6'
\ ,� DISTURBANCE PLEASE REFER TO I i�r�?•0 4r190,4• - ,,., BELOW
• S \ NCESCPDM SECTION #6.63 4�•'• - _••• ��' SETTLED TOP
T.L. b FOR ADDITIONAL DESIGN 2' TO 3.5' •Er•_r• `2q� LEGEND
\ 4' OLD DEPRESSED ROAD BED 4/ '< 0 OF DAM
Fa er / / SPECIFICATIONS REGARDING I .7•i: �'y�
\ �0• -. Allen __ TEMPORARY SEDIMENT '• ' NATURAL GROUND
\Dd. 5• .� TRAPS. TEMP. SILT FENCE D D
g 296 / •�\ 76 "' IR Brothers FILTER FABRIC X=7'MI . NOT TO SCALE
P.ct II LIMITS OF
Ai Timber Co. DATA BLOCK TEMP. DIVERSION -TD-TD--
' Dd. 769, TRAP NO. DRAINAGE DENUDED TRAP OLUME TRAP SURFACE AREA CLEANOUT H L T W LIMITS OF DISTURBANCE ----
DISTURBANCE \ • ' \ AREA AREA Ole . REQUIRED PROVIDED REQUIRED PROVIDED DEPTH(FT.) (FEET) (FEET) (FEET) (FEET) (FEET)
\ �� � Pg. 161 (ACRES) (ACRES) (CUBIC FT.)(CUBIC FT.) (SO FT.) (SO FT.) H/2 6T(d.
\ - \ • " S \ I 0.81 0.81 3.04 2916 3380 1325 1352 1.2 2.5 4 1.5 5 7 ��t�M A @ Q�n ,,,
/ AREA 1 = 0.8� ACRE Bg:� IPF 2 1.85 1.85 6.94 6660 6720 3025 3200 1.0 2.1 6 1.5 5 7 �,\°o ,•c,T, 3 3, yi•�
\ \ �,, p•, c Ica 006,toog i s,.9 `1,,r
• Vi•� e-- 3 1.32 1.32 6.93 4752 6720 3020 3200 1.0 2.1 6 1.5 5 7 1`5 ',j`.r30 Fa•i. ✓r-5I =.!
\ ♦ \\ 39 4 0.74 0.74 1.28 1224 1309 580 595 1.1 2.2 4 1.5 5 7 �� 4 O 4 0� d
jO�� 2 29.25 - „ 4;.. -ae:a
o�7qc To IPF 44
m �j eat �. J ,O
3) \ �� TEMPORARY SEDIMENT TRAP W/ ROCK DAM (STD.HD. R WA , �pkn►�q'� )
JF
N
1 /1{a` NARRATIVE. �e9✓ .'PZ0 7C31€•'.;�-/� •:::
N AREA 2�.85 ACRES GRAB PROJECT DESCRIPTION: �p (�y°�A300001:
\ , / SAMPL \ REDI-MIX CONCRETE PLANT LOCATED IN RICHMOND COUNTY, N.C. BEING APPROX. A 5.5 ACRE SITE LOCATED JUST EAST OF ROCKINGHAM, N.C., EAST O ':& T313'�NKIPQ TH'OI I.S. 1 BUSINESS.
\ _ SITE TOTAL AREA= . I \ \ THERE IS MINOR SITE GRADING. arg, "fa i^• �c','
TJ \ SITE DESCIPTION: "FOf)30Bfil
_ 5.47 ACRES \ I N Brothnrs \ SLOPING TOPOGRAPHY WITH SLOPES LESS THAN 2Y.IN THE NORTH TO SLOPES OF 109.IN THE SOUTH. THE SITE IS BORDERED IN THE NORTH BY AN OLD DEPRESSED ROAD BED. IN THE SOUTH BY
AN INTERMITTANT STREAM AND SLOPES TO THE EAST TO A DRAIN. THERE IS NO OFF-SITE DRAINAGE TO THE SITE AS ALL DRAINAGE FROM THE NORTH IS INTERCEPTED BY THE OLD DEPRESSED
\ .1;
N.
\ ROAD BED. THERE IS NO INDICATION OF ANY MAJOR EROSION ON THE SITE. THE SITE WAS PREVIOUSLY TIMBERED.
�� I Timber CO. ADJACENT PROPERTY:
DISTURBED AREA= 1 Dd. 769, LAND USE IN THE VICINITY IS RESIDENTIAL AND COMMERCIAL. THE LAND TO THE WEST, NORTH AND EAST IS RESIDENTIAL AND WOODED. THE LAND TO THE SOUTH IS THE R/W OF U.S. 74
BUSINESS. PROPERTY TO THE WEST CONTRIBUTES RUNNOFF TO THE INTERMITTANT STREAM ON THE SOUTH.
\ a - _ 4.13 ACRES (TOTAL) I Pg. 161\ solLs:
\ THE SOILS ARE GENERALLY CLASSIFIED AS AILEY-WAKULA-CANDER. THE SOILS HAVE A 'K' OF 0.10 AND ARE GROUPED AS 'A' SOILS. THE SOILS ARE WELL DRAINED. IT IS ANTICIPATED FROM
IRS THE SOILS EXPOSED, THEY SHOULD NOT HAVE A HIGH DEGREE OF EROSION. NO GROUND WATER IS ANTICIPATED.
\ S94 - 1 \ PLANNED EROSION & SEDIMENT CONTROI PRACTICES;
IRS _ 1 \ 1) TEMP. GRAVEL ENTRANCE/EXIT - PRACTICE 6.06
- .59• \OG� - _ WILL BE PLACED AT THE S.E. CORNER. AS THERE IS VERY LITTLE GRADING, THERE SHOULD BE NO NEED FOR A TIRE WASH AREA.
_ - N 2) SILT FENCE (SEDIMENT) - PRACTICE 6.62
\ \� _594 a SEDIMENT FENCE WILL BE PLACED ON THE NORTH, WEST AND SOUTH TO CONTROL SHEET FLOW AND TO KEEP SILT FROM LEAVING THE SITE.
c----------
\ 3) TEMP. SEDIMENT TRAP WITH ROCK DAM - PRACTICE 6.63
• \ . aL AREA 3 = J THERE WILL BE FOUR SEDIMENT TRAPS INSTALLED AS NOTED BELOW. - SEE INFORMATION BELOW- TEMP. SEDIMENT TRAP W/ ROCK DAM
1.32 ACRES $ 4) TEMP. DIVERSIONS - PRACTICE 6.20
TEMP. DIVERSIONS WILL BE USED TO DIVERT RUNOFF TO TEMP. SEDIMENT TRAP W/ROCK DAM. N310. L W D NOTES WEIR BAFFLES
• e; \\\ 3. . SWALE \ �: 5) PERMANANT SEEDING - PRACTICE 6.11 32 26 2.5 W/ 3 BAFFLES 4' •'i
A. (A • m FOR PERMANANT SEEDING USE TABLE 6.117. ALL PERMANANT SEEDING SHALL BE WITHIN 2 WEEKS OF EXPOSURE TO EROSION. 2 80 40 2.1 W/ 3 BAFFLES 6' 3
/ C� \ ` 4 CONCRETE AREA: 6) TEMP. SEEDING - PRACTICE 6.10 80 40 2.1 W/ 3 BAFFLES s' 3
_ ` w USE TEMP. SEEDING FOR COASTAL PLAINS.
• 0.256 ACRES AREA 5 -I o 4 35 17 2.2 WI 3 BAFFLES 4' 3
•
• ,�• � - SEE SHEET 4 OF 4 w TEMPORARY SILT FENCE BAFFLES TO BE POROUS MATERIAL SUCH
` ARE,' �- 0° NOT TO SCALE AS 700 G/M2 COIR EROSION BLANKET
• ` ,(,! 1 STEEL POST 8'MAX
J
1.11/11 • :hit
*...
�e . � . :• q SEE DE A 1 LIMITS OF
LIMITS OF � '
' DISTURBANCE GRAPHIC SCALE
WOVEN FILM,FABRIC� IiiiiiiiIiiiiiiii80 40 0 80 160
� GR
AR 4
DISTURBANCE 1 =�
{yJ{•J
�I SAM E 11 ..;. _ 7�
•:r0 � ` B it u u n N u u u u u U u u uFu a li a N u i -
A E - � unn =uuuuuuuuuunuunulun
\ '4':' 4 11: 11 TT., 11 11 I 11 11 11 11 11 11 Ir IIK11 II 11. 11. 11 11=1
GRAB 5a •�.. !-f. 11 11=.n. 1r11=n=11 a 11=u=u 11 11 n=nun=n 1 n=11 1 INCH - 80 FEET
'MPLE - ' �. a-u=1 r u uu n :11 1=.0 u n u :u u u u n 1r-
�`�� I -11=II=11-11 II --ICI1I n 1 u.:1r=n Ir=1
DESIGN OF TEMP. DIVERSIONS - ALL (THIS IS MOST SEVERE CASE) � ' •:..4 -�.
STORM DRAINAGE PLAN
UNDISTUR D\ '\ - STEEL ��" POST EROSION & SEDIMENT CONTROL PLAN
USE 0,0=8.33 CFS \ �` '='1`r.: _ I - �- _ FILTER FABRIC
HIDRETH REDI-MIX #2
NORMAL DEPTH: Z(avg)=AR".667 ; Z(req)=(0n))/(1.4941) ; Z(avg)=Z(req) • F O 389.03'_
Z(req)=(Qn)/(1.49�)=(8.33)(0.022)/(1.49)(J0.044 )=0.584 MP. VEL ''•- _ 3 I, FILTER FAME R „ F5 WASHED STONE ROCKINGHAM, RICHMOND CO., NC.
n=0.022 EARTH, STRAIGHT UNIFORM '!:!y E. I - -' >i� -� c 5 �°N 49'
9=4.40R • ./EXIT \ '3 `` _ , SSEPI
i.•I4- J R Ter(B) (Y) (A) (P) (R) - 88'22 -" W_ 450.54 _ mBOTTOM DEPTH OF AREA OF WETTED HYDRAULIC Z(Dvg) - _ MEu �� swRT 4 a
WIDTH WATER WATER PERIMETER RADIUS _ _• -xL -• xL • W Iin
�,M _NI --11L -- - Wl -ML ANCHOR SKIRT S'1.1muu /5 WASHED STONE WAY BE USED
3 0.15 0.54 4.24 0.13 .136 (SHALLOW) A - yd�� :s NB-L-APNB---LANE- USER TUNIDOWN.
-
3 0.50 2.50 7.12 0.36 1.24 (DEEP) ,,`l y-�4- S)-- - DATE REVISIONS ENGINEERING GROUP
OK
3 0.30 1.26 4.90 0.25 0.51 7506 E.INDEPENDENCE BLVD..SUITE122
( ) \ GRAB 6/20 CORRECTIONS MADE AS PER DWG CHARLOTTE.NORTH CAROLINA 28227
USE 0.30 DEPTH OF WATER. OK VARIES \i^ SAMPLE 8/25 CORRECTIONS MADE AS PER DWG TEL [phone]
MAX. PERMITTED UNPROTECTED SOIL VELOCITY=5.0 ft/sec: \ l' DRAWING DATE: FIELD SURVEY DATE: PROJECT NUMBER.
V=Q/A=(8.33)/(1.26)=6.6 ft/sec 9/9 CORRECTIONS MADE AS PER 0WC
NEED TEMP. LINER \ \C) - / 1/27/09 CORRECTIONS MADE AS PER LETTER 3/1/2008 EN07.008.00
SHEAR STRESS=T=Yds=(62.4)(0.30)(0.044)..0.82 - DRAWN BY: CHECK BY: SCALE. SHEET
USE TEMP. LINER STRAW W/ NET ON ALL TEMP. DIVERSIONS
IRS 1'.80' 3 OF 4

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PROP. CONCRETE/ • `�\ �\ ` / - /
/
CONCRETE AREA ASPHALT BERM \
\ ` ` �� _
/ LINE B_A INC AM� i
1 `� `�\ OLD DEPRESSED RO BED '-1-1'47' 3"4 103.82 -
\ ` S• I S 57'0'1'26' E ,r 136.4.E —� \ ` "--..,,__ 0)r
III IIII I1- __-_- - III-III-I I- _ "O`'9�� S 65'�© 3.92
T i-III=III=11�-III-III-III-III=1 -III-"I-III=1 N <\\s'•> L5 / 7 14'S� ' 29.25_ ...,
'
III—III—I 1 I—III—III—III— - -
` �� \ / �\ ` I `.
SECTION A - A • - \\� \`� \ \ - /
N\ \�\\; �_ - ' / AF- �� u US 74 BUSINESS
sa2,. _ _ _ f � ROCKINGHAM �
ASPHALT \ �/ ` �2 F ` / / T L. Forme &I pmewiEDDEFL. BERM CELL 1 CELL 2 `� 3s`� IRF Dd. 590, Pg. 296
\ \ 4p
` \ / \ Tract VICINITY MAP
I=III=III=_ :: : . .: . .. . III=1 -_ _ - / / (N.T.s.)
;11�-1�ITI�I ill�l I— —I I—L=11—III—III..,-31l1 T.L. S sg: / ' OUTFALL OLD DEPRESSED ROAD BED OUTFALL NUMBERING
SITE OUTFALL (INTERMITENT STREAM)
1=III-III=III-III=III= 3,., #1)
CONCRETE AREA -\ \ �d 5.� • O, Allen OUTFALL #2) MINOR OUTFALL - TO BASIN #2 (SHEET 3 OF 4)
SECTION B - B , \ ,, , . Brothers
• g. 296 63,, IR OUTFALL #3) MINOR OUTFALL - TO BASIN #1 (SHEET 3 OF 4)
(DEFLECT RUNOFF TO CELL 1) T`I•ct II • Timber Co.
OUTFALL #4) OUTFALL (OLD ROAD BED) - NOT DISTURBED
\ \1 Dd. 769, OUTFALL #5) EAST OF DRIVE - TO BASIN #4 (SHEET 3 OF 4)
I - \ Pg. 161 OUTFALL #6) DRAINAGE AREA #3 - TO BASIN #3 (SHEET 3 OF 4)
\ UrF S 6g, IPF
I 1 i (
I I \ \ -
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I \ BUIk96.01 ��\ \\ --4 '4392 \ 29 72'56'00" E _ LEGEND:
i He
/ \P. STORAGE soGREGATE \ITE TTAL— ; _ IPFOVrFq� - \ EXISTING CONTOURSCONTAINMENT BIN FOR ADMIXTURE TANKS: \ I ATED O K PILE t5_ ,_ iv Disr RB4 PROP. CONTOURS
3 TANKS - 4' DIA., 5 FT HIGH \ z • Bulk 14 . 4 A E S <'
1 TANK - 6' DIA., 5 FT HIGH ( LOADI��G BIN AGGR Heod / N _
VOLUME OF TANKS: I = j (APPROX->LQC.) STOCK AT CONVEYOR
(3 EA.) X (2 2) X (3.14) X (5) 188.5 CU. FT. �8�� N ` ` - , _ ' '
(1 EA.) X (3"2) X (3.14) X (5) = 141.4- CU. FT. 6019 GAL. IkB� MATERIAL BINS N en
` WATE" TANK �`� Head �� \ ro Broth rs
TOTAL = 329.9 CU. FT. RAMP . �' .-1�. - -
. "_vclone Vaccum , .� .� �� Timber Co. • \\
*TANKS ARE NEVER FULL ` w _, BAG HOUSE ���A 90 76. Dd. 76Q,
(///
SIZE CONTAINMENT BIN: 1r , . a eir..1 .�•.�•.�-` \ Pg. 161 \ \
• (20) X (10) X (2.5) = 500 CU. FT. \\ XTURE __2s
\ r= Og4 ' -•—•—•—•-• IRS \ \ ® \SR6b 9¢&d/re>r \
THE BIN WILL BE CONSTRUCTED OF MASONRY CONCRETE 4 TANKS i�i�_.•� S figoo'13" W 2 .� \ e��� ;_ �f,�
BLOCKS ON A CONCRETE PAD AND WILL BE PLASTERED - 85'•,'46" E •• r�... 0.1 g ¢gem., 3� �,"',,
IRS. \-590 \ CEMENTS • e '< :f"'\16' rLa� � a�''' e®� �`� I: u '• \ .WITH SURWALL MORTAR. THERE WILL BE MIN. OF A 2" BATCH HOUSE 9D_g. - �9�f V, \ �.•�, N
it, 594 .� ��
RELEASE PIPE WITH VALVE SO SPILLS OR STORM WATER O \ at / Lon W . , ., i -���` �-�� o \ ' �• "�
G N 57.36' z•. �o������� ��0.I $ AL e
CAN BE DRAINED FROM THE BIN. ANY SPILL WILL BE \ � \` 79 ��3' •c , - - �����_d �,��.�N,.�='A $
DRAINED TO A CONTAINMENT TANK AND WILL BE '� ���! �'��� � �' 1 1 (-
DISPOSED OF IN AN APPROVED MANNER. THE MATERIAL r �y FLE OR �wALc 4..
a4 1
SAFETY DATA SHEET (MSDS) WILL BE USED. SPILLS \tr., CONCRETE AREA: •
r�•� 1 —' °' ��• ,' S �"' m°
WILL BE REPORTED TO THE LOCAL E.P.A. IN RICHMOND i �� N 0.256 ACRES AREA 5 �• m •,� P,,,f 'ee \ \ \
` wV SEE SHEET 4 OF 4 r ' w .,' 9C,'. ‘ • '' 1 1 1
COUNTY. \ ' •^ \ _ el o ' '�1'I SCALE 1
•/� o � a _ ! \ 80 40 0 0 6
NOTES: / / \BER�TION ' 4 � � c
EE DE L A
-CELL 1: HOLDS 820 CU. FT. OF WASTE WATER AND / - �\�`e•,.0 • ,EDE.ET '
SETTLEMENT BEFORE SPILLING INTO CELL 2&3. _ �—II�/� Wel
/ INCI1 =/80 FEET
-MAXIMUM 1,800 GALLONS OF WATER FROM WASH 11y{T, � t. \ �• \: ! .C�3 1•�� / ' / / / / I \
_`" I ` CELL — ,— 'OUTS PER DAY. �� 9- ,ate oe,,TFq 5go i�� 2 . \ CELL BEING �- / I I / I \
-DAILY WASH FROM BATCH APPROX: 300 GALLOO c� v`�� BUILT WINTER 0
( #� J SITE PLAN
-WATER FROM BATCH AREA DRAINS TO CELL 1! c'' - \\\\ \ 2008/200� HILDRETH RED(-MIX #2
-CELL 1 WILL BE PUMPED WHEN SETTLEMENTS ARE 6" ✓ - \ \\ FLECTI• `�; _ - RICHMOND CO.,NC.
N.
THICK AND CARRIED TO APPROVED DISPOSAL AREA. \'ND . 4 - -
-CELL 1 WILL BE CHECKED WITH A MEASURING ROD \\ per -\-- _
WEEKLY OR MORE OFTEN IF NEEDED. •
-SETTLEMENT WILL BE FINE AGGREGATE, COARSE - \ S�gg22 Y�1K _450.54 • _ _—
AGGREGATE AND CEMENT. \ _ _ "- —a
�
— ",—.—"` —•` ,L —"t YJ_ _ WE -BCrUND-L-ANE
— — — LJ _ (/ -k ENGINEERING GROUP
WASTE WATER: �}�, I L A — � — \ �� \ DATE REVISIONS 7506 E.INDEPENCE BLVD.,SUITE 122
CHARLOTTE,NORTH CAROLINA 28227
WASTE WATER WILL CONSIST OF WATER, AGGREGATE, EXIST. 4'X6' RCBC TEE:704-714-4880
CEMENT, FLY ASH AND A VERY SMALL PERCENTAGE R/W VARIES f 8/20 CORRECTIONS MADE AS PER DWG
8/25 CORRECTIONS MADE AS PER DWG DRAINING DATE FIELD SURVEY DATE: PROJECT NUMBER.
OF CONCRETE ADDITIVES; I.E. (AIR ENTRAINMENT, \\ 9/9 CORRECTIONS MADE AS PER DWG 3/10/2008 EN07.006.00
RETARDER) 1/27/09 CORRECTIONS MADE AS PER LETTER DRAWN BY. CREEK BY: SCALE SHEET
TRS 1"=80• 1 OF 4

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I US 74 BUSINESS
N____________ ---- ii` \ OLD DEPRESSED RO BED / / / _�� 1 \ 1 \'N\\NN\\\::::\\\N.,.„
\\I
1 ` ROCKINGH AM-�
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,� �. \, •
������� I) 1
L E C E\
♦ . •La•- A .a 1 NOT SCALE ' ' 1
-
I I I :: 81 Acres T TO ' , l 1.85 ACRES
I ����_ c l ) / f /./, / /./, / /I 1.32 ACRES
/ ����������������•������� ., I / / 0.256 ACRES
\ *})1% %11tiL ¼
/f ( (1/
1//
/ 4 , _ \\\\\\\\\\\\\\\\1 0.81 ACRES
' / J , \ �w�♦Drainage Area 2♦Q.P \\ r/ // / 9 ! I (
C
/ ' I I \ \ ►.. 1 8 Acres ♦♦♦/ � ����:���' \ \ - ye6k��s+� ; �
/ / / I \ o /►♦,� I� ♦♦♦♦/ 7 / i
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"A$144"--67.Atr-il..!Z.,X-"Nr--,,,.. .,..--A-4100r
;77.
•� $bb� Draino e Area 3, P �� I 1 , ,,\frf�t.,'.y:r ° , *ate
/ // ' � � i►i� �i�:�\ 1.32 Acres ► ` 1 I \ \ \ ppl' o,�a.',, 0-.1.,'I posmil°4
J `°m
9 404111k f't •. $0*. .-.. - \ N. a..,„ 00
/ / ‘4:4$4-14,
/ :...--/I' - ,4b.
♦ �raina e Area I '\,
��d��,��►��� � �'� v �� � ' ' ) ) I
I DRAINAGE AREAS FOR SITE OUTSIDE OF
/ / / ♦���d`.�����,�����5���.��� ,�' I I I J RECYCLING CENTER FOR CONCRETE BATCH/ / -'I Dl /' PLANT FOR REDI—MIX #2
�/ / /// / _ \_�\4 `,,������;`\ \ ' •' o1D ROCKINGHAM, RICHMOND COUNTY, N.C.
/ UN ISTURBED . \ s��,1 (0 o 2))7; /
/ _-------
- .,,\ (
. N-.:\,,,,,,_,..,......i---___,......N.,.._ _
--...,_ :441. -,,w, ___---
�_— SSEPI
ENGINEERING GROUP
/ (......____,
/ ) ____-
�- DATE REVISIONS
7508 E.INDEPENDENCE BLVD.,SUITE// I( / \ \ 6/20 CORRECTIONS MADE AS PER DWG CHARLOTTE,NORTH CAROLINA 28227�
\ \ 13 8/25 CORRECTIONS MADE AS PER DWG TEL:[phone]
I
\ /----....
1/27/09 CORRECTIONS MADE AS PER LETTER DRAW NG GATE: FIELD SURVEY DATE: PROJECT NUMBER:
' \ \ 3/10/2008 EN.07.006.00
/ DRAWN BY: OHECK BY: SCALE: SHEET
- TRS NTS SHEET 2 OF 4

•
•
•
\\\ \\ \ / TEMP. DIVERSIONS - PRACTICE 6,20 CROSS-SECTION 12" MIN OF NCDOT AS W=5'MIN.
\ \ \ - NOT TO SCALE OR #57 WASHED STONE ••.� -.
\ T=�1.5' MIN.
\2.2„.„.2\ TEMPORARY SEDIMENT TRAP l ••' ♦ 1
\ DESIGN CRITERIA ��
04 ,. or ,z __
\ S\ OLD DEPRESSED RO BED BASE�-- DRNNAGE 3600 CU FF/ACRE .�1 =4:0 ���.��\!p?�\ g10- \ I ( R ) I 01 5 MAx
\ \ S \, / I I I-III- �1 1 6' 1�_ I I- LENciH TO 2aWIDTH BAFFLE •
' If
�> � .�0I.i : Ct. # 411
\\ \ \ - -I I I I M 0 BAFFLE :_ \ -y�•_� •��we�4 0) ` S
\\\ I I I I 1 Tk I ,I I I MIN. (Cu.FT. ,
�• - _ -III-III I � ' REQDIRED DISTURBED)
BAFFLE
ALTER US 74 BUSINESS
\ \ S'S �- -I I I-' r FABRIC
PLAN VIEW435
ROCKINGHAM
- SURFACE (s0.FT.
PER CFS DESIGN SETTLED TOP
OVERFILL 6"'c\ 4.\\ / . REQUIRED 010)
• \\ 3\\ T L. Forme 21 MIN. SETTLEMENT
FOR
\ / \ s4o\\ IRF / / Dd. STOocPg. 296 '� I- VICINITY MAP
• \\ \\\ - LI NL#/TS OF / NOTE: ;! �F ,.II L=VARIES(4'MIN) \
I� I ti --\ a EMERGENCY
\ DISTURBANCE = �,�r4' �. �*``'
T.L. S\ PLEASE REFER TO qF r eXy7 BY-PASS 6
\ • \\\ .4: NCESCPOM SECTION b6.fi3 t g T i?yv T<( . \O 3 Y `%�'� BELOW
Fa er , �•\\ OLD DEPRESSED ROAD BED FOR aoomoNAL DESIGN z TO S.s' 7n raj, 3 5 Y SETTLED TOP
\Dd. 5 ` \ QQe Allen SPECIFICATIONS REGARDING I y�Q L OF DAM LEGEND
g. 296 •� • 7s�\ Brothersmiw
TEMPORARY SEDIMENT
TRAPS.
NATURAL GROUND
•S3 IR FILTER FABRIC X=7'MI TEMP. SILT FENCE a a
T� ct II LIMITS OF Timber Co. NOT TO SCALE TEMP. DIVERSION -m-m-
• \� �\ DATA BLOCK
\ DISTURBANCE \ Dd. 769, TRAP NO. ORNNAGE DENUDED TRPApp VOLUME TRAP SURFACE AREA CLEANOUT H L T y
\ • \\ \ P 161 AREA AREA D,• . REQUIRED"-MOM REOUIR.) PROVIDED DEPTH(FT.) (FEET) (FEET) (FEET) (FEET) (F�) LIMITS OF DISTURBANCE----
• \ S\ g' (ACRES) (ACRES) (CUBIC FT.)(CUBIC FT,)_(SO FT.)_ (SO FT.) H/2 s q.,
' \ IPF 1 0.81 0.81 3.04 2916 3380 1325 1352 1.2 2.5 4 1.5 5 7 ���ky9 sF�'�•�t71'�+ J
-
AREA 1 = 0.8� ACRE • s S\. Q��q �_,
\ \ v` QQ'•�\\ 2 1.85 1.85 6.94 6660 8720 3025 3200 1.0 _ 2.1 6 1.5 5 7 1O `�CiTA sy O" '',:.>
/ \ 3 1.32 1.32 6.93 4752 8720 3020 3200 1.0 2.1 6 1.5 5 7 \Q' 0p®©�tlf199 .. y`2"'�ya
• \� �Tp� \ �A 74`� ,2`\ 29.25 72'56'QO• E _ 4 0.34 0.34 1.28 1224 1309 560 595 1.1 2.2 4 1.5 5 7 ''' ©� jL�f 655 y�jy l`s-.
I O • \\ \ IPF ® `t d'
°o ?t J!
\ \\,
--\---.__.
TEMPORARY SEDIMENT TRAP W/ ROCK DAM ;" ' SEAL G V�;'
\ - \ BAS�L'- H °� r
F \ AREA 2 1.85 ACRES 1 CIARRAITVE' 01• 1 b , ` l"�;cS `
lam.- f 0 ���I ! ( �,
/ GRAB \ PROJECT DESCRIPTION: Tail",
�pg71' &,0c� �
• ( tl '80:.:�+ 'le.
SAMPL REDI-MIX CONCRETE PLANT LOCATED IN RICHMOND COUNTY, N.C. BEING APPROX. A 5.5 ACRE SITE LOCATED JUST EAST OF ROCKINGHAM, N.C., EAST OS $13"�Npp(gr7HF;,Rj,g, 1 BUSINESS.
>,' \ _ SITE TOTAL AREA= \ I \ \ THERE IS MINOR SITE GRADING. 'N�TTI�p I fJ \ SITE DESCIPTION: g, y,'
' - 5,47 ACRES \ P en \ SLOPING TOPOGRAPHY WITH SLOPES LESS THAN 2%IN THE NORTH TO SLOPES OF 10%IN THE SOUTH. THE SITE IS BORDERED IN THE NORTH BY AN OLD DEPRESSED 3ROADa BED. IN THE SOUTH BY
\ :,� \ Broth rs AN INTERMITTANT STREAM AND SLOPES TO THE EAST TO A DRAIN. THERE IS NO OFF-SITE DRAINAGE TO THE SITE AS ALL DRAINAGE FROM THE NORTH IS INTERCEPTED BY THE OLD DEPRESSED
1 Timber Co. RADJACENT BED. THERE IS NO INDICATION OF ANY MAJOR EROSION ON THE SITE. THE SITE WAS PREVIOUSLY TIMBERED.
\ DISTURBED AREA= I Dd. 769, LAND USE IN THE VICINITY IS RESIDENTIAL AND COMMERCIAL. THE LAND TO THE WEST, NORTH AND EAST IS RESIDENTIAL AND WOODED. THE LAND TO THE SOUTH IS THE R/W OF U.S. 74
- P 161 BUSINESS. PROPERTY TO THE WEST CONTRIBUTES RUNNOFF TO THE INTERMITTANT STREAM ON THE SOUTH.
\ •‘) \ \ - _ 4.13 ACRES (TOTAL) g• \ SOILS:
THE SOILS ARE GENERALLY CLASSIFIED AS AILEY-WAKULA-CANDER. THE SOILS HAVE A 'K' OF 0.10 AND ARE GROUPED AS 'A' SOILS. THE SOILS ARE WELL DRAINED. IT IS ANTICIPATED FROM
IRS THE SOILS EXPOSED, THEY SHOULD NOT HAVE A HIGH DEGREE OF EROSION. NO GROUND WATER IS ANTICIPATED.
\ 59¢ _ I \ EI ANNED EROSION & SEDIMENT CONTROL PRACTICES'
IRSki- 5gI \QG� • _ 1) TEMP. GRAVEL ENTRANCE/EXIT - PRACTICE 6.06
-• WILL BE PLACED AT THE S.E. CORNER. AS THERE IS VERY LITTLE GRADING, THERE SHOULD BE NO NEED FOR A TIRE WASH AREA.
(SEDIMENT) - PRACTICE 6.62
..59,
>� \ A 594� - vs 2i SILT FENCE SEDIMENT
•
•
��d SEDIMENT FENCE WILL BE PLACED ON THE NORTH, WEST AND SOUTH TO CONTROL SHEET FLOW AND TO KEEP SILT FROM LEAVING THE SITE.
` '� V•\,....,""
z< - tJ O \ 3) TEMP. SEDIMENT TRAP WITH ROCK DAM - PRACTICE 6.63
\ \ \ a' AREA 3 = $ THERE WILL BE FOUR SEDIMENT TRAPS INSTALLED AS NOTED BELOW. - SEE INFORMATION BELOW-
1,32 ACRES 4) TEMP. DIVERSIONS - PRACTICE 6.20 TEMP. SEDIMENT TRAP W/ ROCK DAM
TEMP. DIVERSIONS WILL BE USED TO DIVERT RUNOFF TO TEMP. SEDIMENT TRAP W/ROCK DAM. NO. L W D NOTES WEIR BAFFLES
/ J, \ ' 5)PERMANANT SEEDING - PRACTICE 6.11 1 32 26 2.5 W 3 BAFFLES 4' .3
�\ \ \ m FOR PERMANANT SEEDING USE TABLE 6.11T. ALL PERMANANT SEEDING SHALL BE WITHIN 2 WEEKS OF EXPOSURE TO EROSION./ \• 4 , CONCRETE AREA: T 6) TEMP. SEEDING - PRACTICE 6.102 80 40 2.1 W 3 BAFFLES 6' 3
•N - < 0.256 ACRES AREA 5 1 ,--1 USE TEMP. SEEDING FOR COASTAL PLAINS. 3 $0 40 2.1 W/ 3 BAFFLES 4' 3
SEE SHEET 4 OF 4 r' 4 3� 17 2.2 W/ 3 BAFFLES 4' 3
w TEMPORARY SILT FENCE BAFFLES TO BE POROUS MATERIAL SUCH
`•� RE: �` NOT TO SCALEAS 7OO G/M2 COIR EROSION BLANKET
..410‘...,„,
. J• \ W ` STEEL POST e•MAX
SEE DE A LIMITS OF
LIMITS OFIIIPP' •- "•a DISTURBANCE
GRAPHIC SCALE
1 . G R
DISTURB WOVEN DIST
URBANCE � TIL1Fli FABRIC A arai
� R- 4
8 0
40 D
� BO
_ SAM E 160
ri;iiiiit
__CELL 3 .=% / . -..
MP ; A E
1 II 11. 11 11 II 11 II. 11 II II. II 11 11. IIF=.11 11 II 11 �-11 II'I
• -11 11=11 11 II 11-11 11 it s=11 11 11 11=11 11 II 11r II II=11 e
GRAB 11 11 a-11;11 11 11 11=11 11 11 a=11 11 ur=u=u 11 11 1=11 a=1 p
MPLE 58 � •= o \ ` \ �� u11u11 11 1 11u11II11 11II1111.1II111.111111111111u11 11u111111= 111�'�1 1 INCH = fJO FEET
•�‘1110• � :• � u-u-a-u-1r a=1
DESIGN OF TEMP. DIVERSIONS - ALL (THIS IS MOST SEVERE CASE) STORM DRAINAGE PLAN
UNDISTUR D\ `F°n �5F"POST EROSION & SEDIMENT CONTROL PLAN
USE O ID=8.33 CFS \ N.-\ �• 4:c.:)a% _ -
-
_ HIDRETH REDI-MIX #2
NORMAL DEPTH: Z(avg)=AR".667 • Z(req)=(On)/(1.49✓s) : Z(Ovg)=Z(req) • �' 'F ® 389.03'_ FILTER FABRIC
Z(req)=(Qn)/(1.49J3)=(8.33)(0.022)/(1.49)(./0.044 )=o.SBa MP. VEL ':�• -C°- •
-- _ s• FILTER FABRIC R 51Y/SXED STONE
n=0.022 EARTH, STRAIGHT UNIFORM
6=a.ao% ,/EXIT 11 m I _ �- R -•-- -n°• ROCKINGHAM, RICHMOND CO., NC.
_ - R R
(B) (Y) (A) (P) (R) \5�88'22 " W. 450.54 _
BOTTOM DEPTH OF AREA OF WETTED HYDRAULIC Z(Gvg) _ -
w
WIDTH WATER WATER PERIMETER RADIUS _ IL -WL
�' --NL -R MA:ate-', R1 uEu OF euR1tNO 51ORT.e•OF
3 0.15 0.54 4.24 0.13 \` -�' -� - ANCHOR Sam e•uiNlwu 05 WASHED STONE HAY BE USER
E P
.136 (SHALLOW) - - WEJ� i fdB-t.�,NE OVER TURNDOWN.
I
3 0.50 2.50 7.12 0.36 1.24 (DEEP) - S ENGINEERING GROUP
+DNA - ��-{B�s)--\.-
3 0.30 1.26 4.90 0.25 0.51 (OK) \61- GRAB DATE REVISIONS
6/20 CORRECTIONS MADE AS PER DWG 7506 E.INDEPENDENCE BLVD.,SUITE122
USE 0.30 DEPTH OF WATER. OK CHARLOTTE,NORTH CAROLINA 28227
MAX. PERMITTED UNPROTECTED SOIL VELOCITY=5.0 ft/sec: N VARIES \ \�, SAMPLE 8/25 CORRECTIONS MADE AS PER DWG TEL [phone]
NVEED TEMP. L/(1.26)=6.6 ft/sec \ \� / 9/9 CORRECTIONS MADE AS PER DWG DRAWING DATE: FIEID SURVEY DOTE: PROJECT NUMBER:
NEED TEMP. LINER 1/27/Os CORRECTIONS MADE AS PER LETTER 3/1/2008
SHEAR STRESS=T=Yd9=(62.4)(0.30)(0.044)=0.82 / EN07.006.00
USE TEMP. LINER STRAW W/ NET ON ALL TEMP. DIVERSIONS DRAWN BY: CHECK BY: SCALE SHEET
TITS 1'=80' 3 OF 4

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