20201516 Ver 1_BMCO - Boardman Interchange_20210920

. . /. OWNER/CONTRACTOR' S STATEMENT : PROPERTY OWNER' S STATEMENT : ie
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- - - - WE HEREBY CERTIFY THAT THIS PLAN WHEN APPROVED WE HEREBY CERTIFY THAT WE ARE IN AGREEMENT WITH THIS City. ���� G' �a,
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WILL BE USED FOR THE DEVELOPMENT AND RECLAMATION DEVELOPMENT USE , AND RECLAMATION PLAN AND WE -_
Durham Wilson - L, , _ , y��i,�
- - - O THIS SITE . UNDERSTAND WE WILL BE RESPONSIBLE FOR THE SITE UPON
Asheville ' RALEIGH Greenville =;7C1j
COMPLETION OF ITS USE IN THE CONSTRUCTION OF = ,'
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CONTRA OR DATE ` J “1.1��.Ai . 1!' ' • Lumberton : ,b
(BMCO CONSTRUCTION INC . )& & A \ ‘tA \
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\ l- DESIGNER STATEMENT E&roA, Boma a;N, 15°g 2`�2 152 Fax : (910 ) 618-0838
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a \ \ \ I HEREBY CERTIFY THAT THIS PLAN HAS BEEN COMPLETED '` � • ° sQ �Q Email :
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• _ UNDER MY SUPERVISION AND• THAT I HAVE MET THE ?� �, andersonengineeringpa@gmaiLcom
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` ' \ \ \ Js REQUIREMENTS OF THE APPLICABLE NCDOT CERTIFICATION °'
1�z Licensure #: C-0793
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tra• 1604s '�. DESIGNER: DANIELW. ANDERSON .° l-, 130 -
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t 1---...4b /cc Ne / CONSTRUCTION SEQUENCE : NOTES : Hi w
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`� t �, 1 . INSTALL CONSTRUCTION ENTRANCE . 1 . PROPERTY OWNED BY: BSO , INC. , RC 1252 , PG 587-591 COLUMBUS
-1 \ ,� \ 2 . INSTALL TEMPORARY SEDIMENT FENCE . COUNTY REGISTER OF DEED �I ,- ,
" o '� ' �` DESIGNATED 2 . BOUNDARY TAKEN FROM - 1 PARTIAL BOUNDARY Z a
; \,� \ 0 \`�� tes, N 3 . STRIP PIT OF TOPSOIL & STOCKPILE IN ESIGNA ED AREA. RB 1252 , PG 587 59 & OU a O
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44 . CONDUCT MINING OPERATIONS WITHIN LIMITS OF SURVEY AS SHOWN O �,
i ® �.. \ 1 S DISTURBANCE . 3 . THIS IS NOT A BOUNDARY SURVEY, NO GUARANTEE GRANTED OR 1----
5 . I-I Q, £ i
\ \ \DEWATE ING BASIi�. #1 �� , INSTALL DEWATERING BASIN PER PLAN DETAIL . IMPLIED BY ANY INFORMATION FOUND HEREIN . C� Z
't SEE DE AILS �° = 6 . DEWATER PIT INTO DEWATERING BASIN WITH AID OF PUMP . 4 . MINIMUM BUFFER TO WETLANDS : SEE PLAN SHEET C101 AND LATERAL
I `�sQ,, / N DRAW WATER FROM TOP OF WATER COLUMN WITH EFFECT CALCULATIONS ON SHEET C601 . s O
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�! I I `' 1= 0 \ F �, �, z c FLOATING INTAKE . LIMIT DISCHARGE VELOCITY WITH AID OF 5 . SETBACK FROM PROPERTY LINES TO BE 10' MINIMUM . c4 If
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DISSIPATER DEVICE . 6 . 50 SETBACK FROM RIGHT-OF-WAY PROVIDED . 0 �',
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\ ` � l l or \ z 7 . AFTER COMPLETION OF MINING , SLOPE BANKS OF PIT TO 3 : 1 7 . ALL ELEVATIONS ARE NAVD88 . r--I O
\ r I ! --- OR FLATTER. 8 . WETLANDS IDENTIFICATION AND SHPO COMPLETED BY: C I N- Z
1 I' / ! c' - `' �- ��4 8 . PROVIDE TEMPORARY AND PERMANENT SEEDING OF ALL HAL OWEN & ASSOCIATES , INC. C
.11 / / PP PROPOSED PIT- BOUNDARY - BANKS , SLOPES , AND DISTURBED AREAS , RESEEDING AS PO BOX 400
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/ '' � ; � \ __ NECESSARY TO PROVIDE PROPERTY GROUND LILLINGTON , NC 27546 �+ �� C�2
t3 / ` � -� �•.1�, STABILIZATION . (910) 893-87430 O
1 1 ' 124 3 0 5 . 8 ` , Sq > , Feet ��,•,_ - - - - - - - - 9. REMOVE TEMPORARY SEDIMENT FENCE . www. halowensoil .com
\, I ► I/ I N --- a'�� FO 9 . SHPO LETTER TO ACCOMPANY RECLAMATION PLAN PROVIDED BY Q'
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11 . •, a ..\ ` _ _ _ �. BMCO CONSTRUCTION . l� -O
11 TOTAL DISTURBEI5 ATEA - - _� _ _ ' ' ' ' ' ' ' 10 . SOILS DATA TAKEN FROM WEB SOIL SURVEY. Z I < O
1j �� _ _ , 11 . WATER REMAINING IN PIT TO BE 4 FOOT MINIMUM DEPTH . ix
1144956 . 4 $ q Feet N -98 a9 .4 �q. F''�e 12. EXPECTED DEPTH OF PIT TO BE ± 0 - 22 FEET. E''
l� ■ `` a 26 . 28 _--A'creS I 1 . 25 cres
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o PROPDSE-D PIT AREA , 11 0 o . ME
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- k 05°-104" Sv • - - - \ ; ; \ � N PROPOSED TOPSOIL STOCKPILE AREA \ WASTE MATERIAL NOTES :
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• Oe . I �- °'- II r� ` 1 . ANY BITUMINOUS ASPHALT SHALL BE PLACED A MINIMUM OF 4 FT.
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/ ©•©© / ' �'s`� o°25'26 w ABOVE THE WATER TABLE .
■ 2 . ALL CONSTRUCTION DEBRIS , BROKEN PAVEMENT, AND MASONRY SHALL
; ; � - / - / 1o9.Tg' `i\ BE COVERED WITH A MINIMUM 6 INCH THICK LAYER OF EARTH WASTE
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w / \ / ♦ MATERIAL FROM THE PROJECT OR BORROW MATERIAL .
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' PROVIDE SILT FENCE FOR S' ON ot L. EIP-EXISTING IRON PIPE .,� F� ��Q',•
PERIMI ER OF PIT \ EIR-EXISTING IRON ROD �t �� W . A N �0.� eiI . in
so, EMN-EXISTING MAG • NAIL , " " ' ` '�1 _. 1 ' OFF BQUNDARY (TYP) SS,,
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Q -PROPOSED PIT CORNERsal
2 / The creation of authorship contained in this drawing including
• 5466, / ' `` ° �`- �\ 0 -SPOT ELEVATION but not limited to all design, text, specifications and images,
/ v v - -_ S 18 14 38 E ,�` a, -BENCHMARK are owned, except as otherwise expressly stated, by
TIE LINE �/ _ _ ♦� - - 120 - EXISTING CONTOUR Anderson Engineering & Associates, P.A. and are protected
♦ 3°36`��'' N 67°43 0 '%1= 81.50 �' / :65:231-
' ♦ '� by copyright and other intellectual property laws. This drawing
/ P Ptip 39 95, / -_ _� 1's / 120 -PROPOSED CONTOUR may not be copied, reproduced, transmitted, displayed,
• ♦� ' N 63 °25'27" W i' _ -. _ `� ° '�. ' distributed, sub- licensed, altered, utilized for other projects or
`�' i _ O47, - � � • • - - • - - - - - - - - -SOIL TYPE AS SHOWN ON otherwise used in any manner without the prior written
/ El - ��' 352 . 13' 00r / _ - _ - ',♦ ��_ SOIL SURVEY consent of Anderson Engineering & Associates, P.A. , except
- - ':,►♦s (TIE LINE) ._.•- -- 8t- / / F - to the extent that such use constitutes "fair use" . under the
N =243 , 566 . 30 - - - _ / �9° ..._ _ /dam?, , ~__ .�, °H -OVERHEAD POWER LINES Copyright Act of 1976 (17 U.S.C. v: : T:t
- E =201283384 �* -� -PROPOSED SILT FENCE owner may keoe - ltered be used
+ '' \ S 7g� ` , -`' \ TREELINE for intended project use only.
ELEV= 82 . 09 \ . . / PROPOSED PERMIT - - 2 r
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a f " \ : : / / BOUNDARY N-DARY -- -_ _._ 7 s - - - - • • -WETLANDS
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• ° N -243 382 . 65
EROSION CONTROL 8c
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\ RECLAMATION PLAN
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PROPOSED i
� 7.;�• � , - �� �� BENCMNI�1-ARK . I � • �� �`i� ,H > �, ` � � __ � la NiIL\ BORROW / WASTE ECM fit, �; . - __ _... _..._ - - N - 338 70 I �' k ' } - u °H . \ °H o____ off off - off -- -- ISSUE DATE : 09 . 14. 2021
• ICIPIT BOUNDARY `c)00 3I I ( °y / ♦ • 1r' 013 , 389 . 70 �i - `I/ • i \ PP °H off °H -=_ °C--- off �' oN -- - --- r� :� �, is RS„skiNO. DATE REASON
- - - - 185957 . 2 � q . Feet \ \ o 1 °yam - ♦ N = E� EV= 84 .67� f �� I '�; PP. ♦ I j � �� � ° , HUB & � � ( STING • S 03 ° 07' S7" "
4 . 27 Acres ! � � ,2, ,,BORROW/WASH' AREA °2 /
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ED 40 WIDE H t\ � UL laiise
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N 45°08'10" W , i / / / , ` / / f' 1 � ' ' 35' RADIUS
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\ ` 33. 19' ♦ \ fr / / / / / ' / / /i 4 I '1 S 08 °4T1 1 " E
2 `� / ,/ ` � / '' / ! / % ` EXISTING EIRB / l - - 1-14 . 49' -
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./ ` ° ( 1 / / I POND / It• ' ems, �' I ; 1 '1 ; / ` ! ! / EXISTING , � �.
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� DEWATERING *�' � 9.E� % � JI ! / / ! PPR EXISTING DRIVEWAY t
WETLAN'LJS BASIN #2 s ° ' • f /, W EXTEND PIPE TO �,,
� ♦ SEE DETAILS ` /
®--' • S637 0 , 2� \ 4 / ` / ^� ` ACCOMODATE
N 42° 11 ' • " W SS „ , M /� NEWPROPOSED
/ 120.85' -� ` 4 S.14 `�, °d` E C HAUL ROAD
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SCALE : 1 " = 200' ( HORIZ)
9o°�F��o N 47°53'20" W *gel 1
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j �,sek'e \ A- 94.33' 3 ♦ r�, / 1 's c,�_ DRAWN BY: DJ, RT
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(�T 51 °40'39" W °j /
130.08' N 53° 12'41 " w m PROJECT NO . : 45- 1839
♦ 66.36
EIRB \ tiir . . .
DRAWING FILE : 1839
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• ® FILE NO : : 1839
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\ - - 73$ .22� URAPHIC SCALE SHEET NO .
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/ a a 90 13, E 4„ ( IN FEET )
S ' 1 inch = 200 ft. © 2021 Anderson Engineeringgi
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Project Information ``,`,,,,,,..,.E.,,,,,,►,
Project Information
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Project : R-5797 Borrow/Waste Site _
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Project : R-5797 Borrow/Waste Site
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State : North Carolina ir J Project Location : Columbus County ( Boardman ) ' ' =-
Project Location : Columbus County ( Boardman ) State : North Carolina
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PERMANENT SEEDINGSoil ID : Murville fine sand - (a ' e
Soil ID : Wakulla coarse sand A7 .
-
POUNDS
•
•
Z_____
DATE : PER ACRE : SPECIES : Surface Storage : 2_inch_(5 . 0_cm ) Surface Storage : 2_inch_(5 . 0_cm ) 1st/
g Ditch Depth or Depth to Water Surface : 2 ft \; Aa�
NCDENR/Division of Water Quality50 TALL FESCUE Ditch Depth or Depth to Water Surface : 2 ft
NPDES Stormwater Discharge Permit for Construction Activities (NCG01 ) p p p 4.I..
9oil j
10 CENTIPEDE Depth to Restrictive Layer: 6 . 67 ft =
r. 7 . 08 ft 0 . 04 � ,,_ -
Depth to Restrictive Laye • '
. . Drainable Porosity: + �,_
MARCH 1 - GRASS HULLED i 0 �
sit : 0 . 04 ERT
Drainable Porosity: „►,.,,,........
rai
° LIZATION TIMEFRAmES . . .? AUGUST 31 500 FERTILIZER 10-20-20 RATIO
NEW STABI
r eriod : 14 days
.: Zo11 . . . .:
Hdo
p
Y
%
%
%
Effective Au . 3 ..
11; . .. : , , t . :. :. . :_ ..�. 7 _: ) ,: ,: 4 , 000 LIMESTONE
Hydroperiod : 14 da sChippewa Street
Y 5 N .30
defined
;; . . , . ;. . : . . . . � , . . , , _ T25 : DEFAULT b
TIMEFRAME EXCEPTIONS - 50 TALL FESCUE Default T25 : DEFAULT UserT25 or Default D AU T Lumberton ,erton , NC 28358
SITE AREA DESCRIPTION STABILIZATION User defined T25 or
10 CENTIPEDE - T25 value : 5 . 2 days Office : ( 910 ) 671 9530
SEPTEMBER 1 - 35 BERMUDA GRASS UNHULLED T25 value . 5 . 2 days
7 days None Fax : ( 910 ) 618 - 0838
Perimeter dikes, swales, ditches, slopes y
FEBRUARY 28. - 500 FERTILIZER 10-20-20 RATIO User Conductivityor Soil SurveyConductivity : SOIL SURVEY User Conductivity or Soil Survey Conductivity: SOIL SURVEY Email :
4 , 000 LIMESTONE Weighted Hydraulic Conductivit : 8 . 8060 in/hr - '
Weighted Hydraulic Conductivity : 12 . 9685 in/hr g Y Y andersonengineeringpa@gmail . com
' High Quality Water (HQW) Zones 7 days None o , � Licensure #: C - 0793
•
TEMPORARY RY SEEDING : Hydraulic ConductivityData byLayer for Soil : WkB_Wakulla Hydraulic Conductivity Data by Layer for Soil : Mu_Murville_undrained
POUNDS Y • Hydraulic ' Y Using : Average K Values Weighted Hydraulic Conductivity Calculated Using : Average K Values
PER ACRE : SPECIES : Weighted Conductivity Calculated g g
If slopes are 10' or less in length and are DATE : N
Slopes steeper than 3: 1 7 days g
Nnot steeper than 2: 1 , 14 days are allowed. 50 BROWN TOP OR GERMAN MILLET Bottom Depth in Low K in/hr High K in/hr Average K in/hr
Bottom Depth in Low K in/hr High K in/hr Average K in/hr �'
MARCH 1 - 400 FERTILIZER 10-2020 RATIO 5 . 95 19 . 98 12 . 968478 Layer 1 8 . 00 5 . 95 19 . 98 12 . 968478
AUGUST 31 3 000 LIMESTONE Layer 1 7 . 00 3 . 968496 o
I
Layer 2 24 . 00 5 . 95 19 . 98 12 . 968478 Layer 2 45 . 00 1 . 98 5 . 95
r---- -'-----..._ Slopes 3: 1 or flatter 14 days 7 days for slopes greater than 50' in length. Y C l�
Layer 3 42 . 00 5 . 95 19 . 98 12 . 968478 Layer 3 80 . 00 5 . 95 19 . 98 12 . 968478
50 RYE (GRAIN ) Layer 4 85 . 00 5 . 95 19 . 98 12 . 968478 Layer 4 0 . 00 0 . 00 0 . 00 0 . 00
SEPTEMBER 1 - 400 FERTILIZER 10-20-20 RATIO Y Layer 5 0 . 00 0 . 00 0 . 00 0 . 00
None, except for and HQW Zones . Layer 5 0 . 00 0 . 00 0 . 00 0 . 00 ~
` '' ' � All other areas with slopes flatter than 4: 1 14 days perimetersFEBRUARY Y 28 3 , 000 LIMESTONE Layer 6 0 . 00 0 . 00 0 . 00 0 . 00 H _
Layer 6 0 . 00 0 . 00 0 . 00 0 . 00 Layer 7 0 . 00 0 . 00 0 . 00 0 . 00 E--1 �O
Layer 7 0 . 00 0 . 00 0 . 00 0 . 00 Layer 8 0 . 00 0 . 00 0 . 00 0 . 00 Qi ZLayer 8 0 . 00 0 . 00 0 . 00 0 . 00 -,1O
•
. 0 Psi
Lateral Effect: 107 . E ft Lateral Effect. 86 . 1 ft
r C rill O
1 NCGO1 STABILIZATION TIMEFRAMES NTS 5 SEE
DING NTS 7 LATERAL EFFECT - WAKULLA COARSE SAND NTS 10 LATERAL EFFECT - MURVILLE FINE SAND NTS - � - � N c
_ � � ri (Om
Project Information Project Information �- N Z
J [ - LO M •
XMHG]- Vat z Project : R-5797 Borrow/Waste Site
BORROW PIT DEWATERING BASIN DETAIL °- Project : R-5797 Borrow/Waste Site J O
S A STONE Project Location : Columbus Count Boardman State : North Carolina - Project Location : Columbus County (Boardman ) State : North Carolina - C 2 CLASS Proje y ( Boardman ) ii ::
GENERAL NOTES: - Soil ID : Foreston loamy fine sand a -' 0
FIUnin Soil ID : Torhunta fine sandy loam
- - DETERMINE BORROW PIT DEWATERING BASIN SIZE USING ceoTExrIIE COIR FIBER BAFFLE Irr
20' V = 8 . 0203 * 0 * T, WHERE V IS VOLUME (FT3) , Q IS
PUMP FLOW RATE (GPM) , AND T IS DEWATERING TIME (HR) . CD
USE MAXIMUM FLOW RATE OF 1000 GPM AND A MINIMUM El W
DEWATERING TIME OF 2 HOURS .
STONE ENERGY Surface Storage : 2_inch (5 . 0 Cm ) Surface Storage : 2_inch_(5 . 0_Cm ) O
RISER SHALL BE A NON- PERFORATED , SMOOTH OR CORRUGATED DISSIPATOR _ - � -
MATERIAL WITH A FLASHBOARD OPTION . % {
CONSTRUCT THE COIR FIBER BAFFLE IN ACCORDANCE WITH Ditch Depth or Depth to Water Surface : 2 ft Ditch Depth or Depth to WaterSurface : 2 ft I
7 , ROADWAY STANDARD DRAWING 1 AND WITH MATERIAL THAT
icaCy. MEETS THE SPECIFICATIONS OF ROADWAY STANDARD 1060- 14 . „! ■ nt � - Depth to Restrictive Layer. 6 . 67 ft p Y
p Depth to Restrictive Layer: 6 . 67 ft
PROVIDE 5' STEEL POSTS OF THE SELF-FASTENER
`) OF ROADWAY
ANGLE STEEL TYPE . INSTALL STEEL POSTS -
/ WITH NO MORE THAN 3' OF THE POST APPEARING Drainable Porosity: 0 . 04 - . Drainable Porosity: 0 . 04 •
ABOVE THE GROUND .
. ; ; Y6f:L': E.0).)
\ ATTACH THE COIR FIBER MAT TO THE STEEL
POSTS WITH WIRE OR OTHER ACCEPTABLE MEANS MIL. _/ AND STAPLED INTO THE BOTTOM AND SIDE SLOPESr
P.) 0`J OF THE BASIN WITH 12" STAPLES . H dro eriod : 14 days _ Hydroperiod : Y Q
/ /�'' '-f� IDESLOPES ANO L= 100' y p y H dro eriod : 14 days I
V \ � INSTALL TYPE 2 GEOTEXTILE ON S
_ Q BOTTOM OF BASIN AT INLET AS SHOWN IN THE DETAIL .
FILTER FABRIC OVERLAID W=5o' 24 M H
USE THE TYPICAL SECTION SHOWN FOR THE User defined T25 Or9FAULT O
WITH CLASS "A" STONE BORROW PIT DEWATERING BASIN AS A GUIDE . THE EARTH DIKE
BASIN MAY HAVE ANY TYPE CONFIGURATION AS LONG AS User defined T25 or Default T25 : DEFAULT
\ SUFFICIENT VOLUME IS PROVIDED AND PROVISIONS PLAN
• TO A DEPTH OF 8" /JJ 53) ARE MADE FORA NON-PERFORATED RISER . RISER
DO NOT EXCEED 31t FT. IN HEIGHT FOR THE EARTH • T25 value : 5 . 2- days T25 value : 5 .2 days T ,
(//\\) C__>2 (21
DIKES REQUIRED FOR BORROW PIT DEWATERING BASIN . D
/ O THE BORROW PIT DEWATERING BASIN SIZE IS VARIABLE - 1
\ AND DEPENDENT ON SPECIFIC SITE REQUIREMENTS 6„
tar"'
Q � --/ AS WELL AS PROPOSED CONSTRUCTION OPERATIONS . 13_0,, i � 1 -0 �t User Conductivity or Soil Survey Conductivity: SOIL SURVEY User Conductivity or Soil Sury ey Conductivity: SOIL SURVEY
\ SUBMIT THE SIZE , LOCATION AND RISER PIPE , 11 - _ _ - _ _ _/ ���---------.....J// MATERIAL FOR APPROVAL PRIOR TO CONSTRUCTION . i� �1 T3, T ' -
\ If Weighted Hydraulic Conductivity: 8 .4685 in/hr Weighted Hydraulic Conductivity: 8 . 7752 in r ,PUMP THE EFFLUENT INTO THE BORROW PIT DEWATERING L' j` /J BASIN TO A MAXIMUM DEPTH OF 6 IN . BELOW TOP OF / UNCLASSIFIED � J� ANTI -SEEP
EARTH DIKE. m EARTH MATERIAL COLLAR
DICI) O \\ __
PROVIDE A STONE ENERGY DISSIPATOR PAD AT THE c') COIR FIBER BAFFLE STEEL POSTS
C OUTLET OF THE PUMP DISCHARGE HOSE AND OUTLET OF Hydraulic Conductivity Data by Layer for SOLI : To Torhunta_drained Hydraulic Conductivity Data by Layer for Soil : Fo Foreston
Q Q THE RISER BARREL IN ACCORDANCE WITH ROADWAY VARIABLE Y �-
\ CIT:(:::
C STANDARD DRAWING 876. 02 FOR OUTLET W/0 DITCH.
TYPICAL SECTION VIEW Weighted Hydraulic Conductivity Calculated Using . Average K Values Weighted Hydraulic Conductivity Calculated Using : Average K Values .��' " " '��i,
i„, ......) <„, NOT TO SCALE ��`,`� ` ` CA R �� 'e�I
lei
Bottom Depth in Low K in/hr High K in/hr Average K in/hr Bottom Depth in Low K in/hr High K in/hr Average K in/hr 4 • pY Nreir;�9 1.
IP 0 04 25' TYP . D E `F AT E R I N G BASIN CALCULATIONS 3 . 96849E La er 1 12 . 00 5 . 95 19 . 98 12 . 968478 = = SEAL
v-a .o2o3 x Q x T Layer 1 15 . 00 1 . 98 5 . 95 Y
_� .r_ _ { , Layer 2 40 . 00 1 . 98 5 . 95 3 .968496 Layer 2 36 . 00 1 . 98 5 . 95 3 . 96849E = .` -5130 �,, o
Q 1000 GPM
T=2 HOURS Layer 3 80 . 00 5 . 95 19 . 98 12 . 968478 Layer 3 70 . 00 5 . 95 19 . 98 12 . 968478 -.9 0 �o,,
IA o44. �,S DERV , . �-• co
- Layer 4 0. 00 0 . 00 0 . 00 0 . 00 Layer 4 80 . 00 0 . 0E 1 . 98 1 . 02188772 ''�. 4 W A N0`��.•
1VtACED 0I� IA CHURCH RD . v=$ .o203 X 1000 GPM X 2 = 16040 .6 C . F. REQ. Layer 5 0 . 00 0 . 00 0 . 00 0 . 00 Layer 5 0 . 00 0 . 00 0 . 00 0 . 00 ci ! ' 4 l * '
Layer 6 0 . 00 0 . 00 0 . 00 0 . 00 Layer 6 0 . 00 0 . 00 0 . 00 0 . 00 ��
BASIN VOLUME REQUIRED = 16, 040 .6o C. F. Layer 7 0 . 00 0 . 00 0 . 00 0 . 00 Layer 7 0 . 00 0 . 00 0 . 00 0 . 00
v
BASIN VOLUME PROVIDED = 17 , 082 .75 C . F.
- - Layer 8 0 . 00 0 . 00 0 . 00 0 . 00 Layer 8 0 . 00 0 . 00 0 . 00 - 0 . 00 p g . . . _ .g
The creation of authorshi contained in this drawn including
but not limited to all design, text, specifications and images,
are owned, except as otherwise expressly stated, by
Anderson Engineering & Associates, P.A. and are protected
by copyright and other intellectual property laws. This drawing
Lateral Effect: 84 . 6 ft Lateral Effect: 85 . 2 ft may not be copied, reproduced, transmitted, displayed,
distributed, sub- licensed, altered, utilized for other projects or
otherwise used in any manner without the prior written
consent of Anderson Engineering & Associates, P.A. , except
WATERING BASIN DETAIL NTS 8 LATERAL EFFECT - TORHUNTA FINE SANDY LOAM NTS 11 LATERAL EFFECT - FORESTON LOAMY FINE SAND NTS to the extent that such use constitutes "fair use" under the
2 CONSTRUCTION ENTRANCE DETAIL NTS 6 DE neri Act 197E un- U.S.C. perm), e t copyeo. a uje d
owner may keep one un- altered permanent copy to be used
for intended project use only.
- SILT FENCE Project Information
ILT FENCE
Project Information
IT ( I ' OFF PERMIT BOUNDARY) ( 1 ' OFF PERMIT BOUNDARY)PERM /rPERMITProject : R-5797 Borrow/Waste Site Project : R-5797 Borrow/Waste Site
BOUNDARY BOUNDARY Project Location : Columbus Count Boardman State : North Carolina Project Location : Columbus County (Boardman ) State : North_Carolina DETAIL SHEET
• INE MINE J Y ( Boardman ) Soil ID : Echaw loamy sand
... __iv • BOUNDARY 11-.-- Soil ID : Johnston loam
BOUNDARY
•
Surface Storage : _ _( _ . _ )
Surface Storage : 2_inch_(5 . 0 Cm )
2 inch 5 0 cm ISSUE DATE : 09 14. 2021
Ditch Depth or Depth to Water Surface : 2 ft . n, , .
• 3 3 Ditch Depth or Depth to Water Surface : 2 ft Depth to Restrictive Layer: 6 . 67 ft NO. DATE REASON
. 1 1 Depth to Restrictive Layer: 6 . 67 ft p Y
PIT FLOOR - - Drainable Porosity: 0 . 04 - Drainable Porosity: 0 . 04
- - Hydroperiod : 14 days - Hydroperiod : 14 days
• User defined T25 or Default T25 : DEFAULT •
User defined T25 or Default T25 : DEFAULT - - -
3 BORROW PIT DURING CONSTRUCTION
NTS T25 value : 5 . 2 days T25 value : 5 . 2 days
User Conductivity or Soil Survey Conductivity: SOIL SURVEY User Conductivity or Soil Survey Conductivity : SOIL SURVEY
Weighted Hydraulic Conductivity : 9 . 5935 in/hr Weighted Hydraulic Conductivity: 11 . 8523 in/hr
9
Hydraulic Conductivity Data b Layer for Soil : JsJohnston_undrained Hydraulic Conductivity Data by Layer for Soil : Ec_Echaw
Y Y Y Y Weighted Hydraulic Conductivity Calculated Using : Average K Values.
Weighted Hydraulic Conductivity Calculated Using : Average K Values
_ - OMPLETE TEMPORARY &PERMANENT SEEDING -PERMANENT WATERp 9 Bottom Depth in Low K in/hr High K in/hr Average K in/hr Bottom Depth in Low K in/hr High K in/hr Average K in/hr
10 . 9842398
1 . 98 19
5 . 00
1 .
DEPTH 4 FT. MIN . Layer 1 30 . 00 1 . 98 5 . 95 3 . 96849E LayerSCALE : NTS
Layer 2 34 . 00 5 . 95 19 . 98 12 . 968478 Layer 2 40 . 00 5 . 95 19 . 98 12 . 968478
3 3 Layer 3 50 . 00 1 . 98 - - 19 . 98 10 . 98423 DRAWN BY : DJ , RT
1 1 Layer 3 80 . 00 5 . 95 19 . 98 12 . 968478
Layer 4 0 . 00 0 . 00 0 . 00 0 . 00 Layer 4 80 . 00 1 . 98 19 . 98 10 . 98423 CHECKED BY: DWA
//// Layer 5 0 . 00 0 . 00 0 . 00 0 . 00 Layer 5 0 . 00 0 . 00 0 . 00 0 . 00 PROJECT NO . : 45- 1839
/131,T FWo,R - • Layer 6 0 . 00 0 . 00 0 . 00 . 0 . 00
Layer 6 0 . 00 0 . 00 0 . 00 0 . 00
Layer 7 0 . 00 0 . 00
0 . 00 0 . 00 Layer 7 0 . 00 0 . 00 0 . 00 0 . 00 DRAWING FILE : 1839
Layer 8 0 . 00 0 . 00 0 . 00 0 . 00 Layer 8 0 . 00 0 . 00 0 . 00 0 . 00 FILE NO . : 1839
•
NOTE : EXPECTED DEPTH OF PIT TO BE ±0 - 22 FEET.
SHEET NO .
Lateral Effect: 89 . 7 ft Lateral Effect: 81 . 8 ft
•
4 RECLAMATION PLAN CROSS-SECTIONo NTS 9 LATERAL EFFECT - JOHNSTON LOAN NTS 12 LATERAL EFFECT - ECHAW LOAMY SAND NTS
2021 Anderson Engineering & Associates, P .A.
•
1 .