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SITE
APPLICANT:
RUFUS YOUNG CONSTRUCTION, INC
7126 CHAUNCEY TOWN ROAD
LAKE WACCAMAW, NC 284SO
305 N. Chippewa Street
Lumberton, NC 2835.8
Office: (910) 671.-9530
Fax: (910.) 618-0838
Email:
[e-mail]
Licensure #: C-0793
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The creation of authorshipcontained In tfus drawing Including
•- ding
but not limited to all design, text, specifications and images,
are awned, except as otherwise expressly stated, by
Anderson Engineering & Associates, P.A. and are protected
by copyright and other intellectual property laws. This drawing
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
to the extent that such use constitutes "fair use" under the
Copyright Act of 1976 (17 U.S.C. §107). as amended. Project
owner may keep one un- altered permanent copy to be used
for intended project use only.
COVER
ISSUE DATE: 08.19 2021
NO. GATE REASON
Q 09.0i.2021 OWNER REVISION
NAMECHANGE
09.23.202i NO CHANGES TH155HEET
SCALE; NTS
DRAWN BY: RT
CHECKED. BY: LWA
PROJECT NO.: 4.0-1832
DRAWING FILE: 1832
FILE NO.: .1.832
SHEET NO.
+ 3
9) 2021 Ande15t7n E{ �i EBi lli9r& As50ci�te5r P.A,

30* N. Chippewa Street
Lumberton, INC 28358
Office: [phone]
Fax:.[phone]
Email:
[e-mail]
Licensure #: C-0793
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The creation of authorship contained in this drawing including 4' ding.
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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
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 Englneering & Associates, P.A,, except
to the extent that such use constitutes "fair use" under the
Copyright Act of 1976 (17 U.S.C. §107), as amended.. Project
owner may kaeP one un- altered permanent copy to be used
for Intended project use only.
EXIST[N-<5
GC}�IV�D)ITI OR�N.
VSSUE DATE: ae 1 g.2-oz1
No. DATE REASON „
Q 09.01.2021 OWNER REVISION
NAME CHANGE
09.23.2021 REMOVE & REPLACE DRIVEWAY PIPE
AT ENTRANCE
SCALE:
1 "=150' (HORIZ)
DRAWN BY:
RT
CHECKED BY:
LWA
PROJECT NO.,
40-1832
DRAWING FILE: 1832_1
FILE NO.:
1832
SHEET NO.
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O 2021 Ande.rsaEngineering & Associates, P.A.

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APPLICANT: }
RUFUS YOUNG CONSTRUCTION, INC.
I
ISSUE DATE 08.19 Z021
7126 CHAUNCEY TOWN ROAD Q
ROGUE FARMS II, LLC SIDE Na. DATE. REASON .
LAKE WACCAMAW, NC 28450 QUARRY SIDE
I -
� OWNER REVISION
4 I TEMP. SEDIMENT FENCE, 0 ag.a,.zazt
PERMIT BOUiVI]ARY & / MOVE PERMIT BOUNDAF
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PLACE
TOPOGRAPHIC SURVEY PROVIDED BY: PROPERTY LINE ADDEROSIONCON DRIVEWAY
3;1 I A' GRASSED / 09.23.2021 ROD EROSION CONTROL
ANDERSON ENGINEERING & ASSOCIATES, P.�.
305 N. CHIPPEWA STREET
12'
LUMBERTON, NC 28358 1 ! MINING 3:1
[phone] - -
....... .
30' NOTES
EROSION CONTROL NOTES: CONSTRUCTION SCHEDULE .'.-CATEGORY.':'.'.'.'-•,`.' AFf.ECTED.ACREAGE. 1: TREE55HALLF3EOFTH£
o SITE NO' ES
................................:...:..............:..
Winston- SPIrCIES MYRICA CERII=ERA
Siem Greensboro Elizabeti7 city° + TRAILINGSISEDIMENT PONDS 0.22 TYPICAL BERM CROSS-SECTION A - A (WAX MYRTLE) OR
• awilson 1. TOTAL AREA: _50 AC 1. EROSION CONTROL MEASURES ARE GENERAL IN NATURE. 1. FLAG CONSTRUCTION LIMITS. NTS APPROVED EQUAL.
Durham STOCK PILES 0.25
Asheville *RALEIGHGreenville 2. ZONE: GENERAL USE± CONTRACTOR IS RESPONSIBLE FOR ADDITIONAL MEASURES AS 2, INSTALL SEDIMENT FENCE.
• vase • Goldsboro 3. PROPERTY OWNER AND APPLICANT: REQUIRED TO PREVENT ON OR OFF SITE RUNOFF AND EROSION. 3. CONSTRUCT DRIVEWAY, INSTALL PIPE, INLET PROTECTION, AND RIP PROCESSING AREAINAUL ROADS 1.38 TIP OF BERM �, TREES SHALL BE 5 GALLON.
Charlotte o RUFUS YOUNG CONSTRUCTION, INC. 2. ALL INLETS TO HAVE INLET PROTECTION INSTALLED IMMEDIATELY RAP APRON. MINE EXCAVATION 21.16 -
Fayetteville 7126 CHAUNCEY TOWN ROAD AFTER INLET HAS BEEN CONSTRUCTED. 4. INSTALL GRAVEL CONSTRUCTION ENTRANCE/EXIT & INSTALL GATE OTHER (EXPLAIN)
Lumberton
•Elizabe wn LAKE WACCAMAW, NC 28450 3. CONTRACTOR IS RESPONSIBLE FOR INSPECTION OF ALL EROSION AND WITH LOCK.
BEES
itevil 4 ALL ELEVATIONS ARE NAVD88. SEDIMENT CONTROL PRACTICES WEEKLY $t AFTER ALL RAIN EVENTS. 5. CLEARLAND, AND, STRIP & STOCKPILE LAYER OF TOPSOIL.O
Wilmington TOTAL DISTURBED ACREAGE ....... .... .
5• THIS PROPERTY IS DETERMINED TO BE OUT OF THE 0.2%ANNUAL CHANCE NEEDED REPAIRS ARE TO BE COMPLETED IMMEDIATELY. REMOVE 6. CONSTRUCT BERMS FROM STOCKPILE OVERBURDEN. SCALE: 1 "
FFLOOD PLAIN ACCORDING TO F.I.R.M.- AP # 3710939200J DATED ACCUMULATED SEDIMENT AND LEGALLY DISPOSE. 7. PREPARE BERMS FOR SEEDING, LIME, AND FERTILIZING. BUFFER'.'.':..'.'.'.`.' T•OTAL......aGIr'.'. 0 0 SIDE SLOPE
�.'......................::..:..::........................... � o DRAWN BY:
JANUARY 19, 2005. 4. TOPSOIL TO BE STORED ON -SITE; DURING CONSTRUCTION, PROTECT 8. COMPLETE SEEDING, LIME, AND FERTILIZING. ¢ ry OF BERM
wwo 6. JURISDICTIONAL DETERMINATION IS BEING SOUGHT ATTIME OF STOCKPILE WITH SEDIMENT BARRIERS AND TARPS AS NECESSARY. 9. RESEED AS REQUIRED. UNDISTURBED BUFFER 0.00 L CHECKED BY:
SITE e APPLICATION SUBMISSION. SPREAD TOPSOIL EVENLY OVER DISTURBED AREAS DURING FINAL 10. EXCAVATE & CONSTRUCT DEWATERING BASIN UNEXCAVATED BUFFER 3.84
o1n x y n„o
�. I PROJECT NO.:
Goa �s y° 7. EXISTING INSTALLATIONS (SUCH AS WATER MAINS/LINES, GAS GRADING. 11. BEGIN EXCAVATING.
R° MAINSILINES, SEWER MAINSILINES, TELEPHONE LINES, POWER LINES, 5. EXPOSED SLOPES SHALL HAVE APPROVED GROUNDCOVER WITHIN 21 12. INSTALL DE WATERING PUMP TO DISCHARGE INTO DEWATERING TOTAL BUFFER 3.84 o
o DRAWING FILE:
y3� AND UTILITY STRUCTURES IN THE VICINITY OF THE WORK TO BE DONE) CALENDAR DAYS FOLLOWING COMPLETION OF ANY PHASE OF BASIN.. � N 0 . ® �
` GRADING. ALL DISTURBED AREAS SHALL UL STABILIZED WITH 13. KNOCK DOWN BERMS AND DRESS UP AREA AROUND PIT. �^ FILE NO.:
ARE INDICATED ON THI DRAWING ONLY TO THE EXTENT THAT SUCH
�P INFORMATION HASPEEN MADE AVAILABLE TO OR DISCOVERED BY PERMANENT GROUND COVER WITHIN 15 WORKING DAYS OR 90 14. COMPLETE FINAL GRADING OF LANDS TO DRAIN INTO POND.
t ^ SHEET NO
ANDERSON ENGINEERING & ASSOCIATES, P.A. THERE IS NO GUARANTEE CALENDAR DAYS (WHICHEVER IS SHORTER) FOLLOWING 15. PREPARE AREAS FOR SEEDING, LIME, AND FERTILIZING.
GRAPHIC SCALE
oq� �. AS TO THE ACCURACY OR COMPLETENESS OF SUCH INFORMATION. ALL CONSTRUCTION OR DEVELOPMENT. 51_E SEEDING CHART FOR 16. COMPLETE SEEDING, LIME, AND FERTILIZING. a 50 Ico zan qo©
SUCH RESPONSIBILITY FOR 7H£ ACCURACY AND COMPLETENESS THEREOF DETAILS. 17. RESEED AREAS AS REQUIRED. ,00
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otnwu Ta RO IS EXPRESSLY DISCLAIMED. 6. DURING TREE REMOVAL, CHIP ALL SUITABLE TREES, BRUSH AND 18. STOCK POND WITH FISH. '
8, THE CONTRACTOR SHALL BE SOLELY RESPONSIBLE FOR LOCATING ALL STUMPS, STOCKPILE CHIPPED MATERIAL AfID USE FOR MULCHING 19. WHEN SITE IS STABILIZED, REMOVE TEMPORARY SEDIMENT FENCE. TYPICAL BERM
[ IN FEET)
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AND WJACKsa Y8 EXISTING. INSTALLATIONS. AND STABILIZATION._ .
g. SURVEY DATA BY ANDERSON ENGINEERING & ASSOCIATES, P.A. 1 inch W 100 ft. (Horizontal) NTS O 2021 Anderson Erl Ineering &
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APPLICANT:
AFTER RECLAMATION
RUFUS YOUNG CONSTRUCTION, INC.
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7126 CHAUNCEY TOWN ROAD
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LAKE WACCAMAW, NC 28450
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TOPOGRAPHIC SURVEY PROVIDED BY:
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3p5 N. CHIPPEWA STREET
43710939200JDATED
LUMBERTON, NC 28358
FINAL APPROX. 7.0'
ESTABLISH PERMANENT
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SOUGHT AT THIS TIME
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(910) 671 �-9530
GROUND COVER WITHIN
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ONSIBLE FOR LOCATING ALL
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305 N.~Chippewa St
Lumberton, NC 28:
Office: (910) 671-9
Fax: (910)
.618-08
Email:
andersonengineerin.
pa[a
Licensure #: C-07
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AND
The creation of authorship contained in thls
but. not limited to all design, text, speufca
are owned, except as otherwise expr
Anderson '£ngineering & Associates, P-A.
by copyright and other intellectual property I
may not tie copied, reproduced trans
distributed, sub- licensed, altered, ubiized. fc
otherwise used in any manner without
consent of Anderson Engineering & Assoc.
to the extent that such use constitutes "fi
Copyright Act of 1976 (17 U.S.C. 6M7), as
owner may keep one up- altered pormaner
for intended project use only.
RECLAMATION
ISSUE DATE. 08.19.202
1
No. DATE REASON
Q 09, 1.262, OWNER REVISION
MOVE PERMIT BOUNDAR`
REPLACE DRIVEWAY PIPE
Q 04.23.2021
SCALE: "-
DRAWN BY:
CHECKED BY:
PROJECT NO.:
DRAWING FILE:
- FILE NO.:
SHEET NO.
© 2021 Anderson Fn•9inpering & i

TURFING SCHEDULE
1 All disturbed areas shall be dressed to typical sections and plowed to a depth of S. inches. The top
two inches shall be pulverized to provide a uniform seedbed. NOTE: LiI`pe should be applied with
necessary equipment to give uniform distribution of these materials. The hand -bucket method is
not acceptable,
2. The following are rates and kinds of these materials to be applied PER ACRE: Select a temporary
AND permanent seed mixture based.upon the dates of seeding.
Temporary Seeding:
SPECIES RATE PER ACRE DATES
Rye (grain) 120 lbs. Aug. 15 - Apr. 15
Kobe Lespedeza 50 lbs. Dec.1-Apr. 15
German Millet 40 lbs. Apr. 15 - Aug. 15.
10-10-10 Fertilizer 750 lbs. Dec. 30 - Aug. 15
1000 lbs. Aug. 15 - Dec. 30
Ground Agricultural Limestone 4000 lbs. Jan.1 - Dec. 31
Permanent Seeding:
SPECIES RATE PER ACRE DATES
Tall Fescue 5ept.1 - Oct. 31
(blend of two or three
improved varieties 200 lbs. or Feb. 15 - Apr. 30
Rye (grain) 25 lbs. 5ept.1 -• Oct. 31
or Feb. 15 - Apr. 30
Centipede .Grass 20 lbs. March - June
10-10-10 Fertilizer 1000 lbs. Sept.1 - Oct. 31
or Feb. 15 - Apr. 30
Ground Agricultural Limestone 4000 lbs. Sept.1 - Oct. 31
or Feb. 15 - Apr. 30
3. Seeded area shall be cultipacked to firm seedbed and to cover seed.
4. Grain straw shall be applied over seeded areas as mulch. No bare ground shall be visible in the mulch
area if proper installation 1s achieved. -Thick clumps of straw are not permissible as uniform coverage
is expected. Straw shall be applied at a minimum of 4,000 lbs. per acre.
5. The mulched area shall be tacked with liquid asphalt sufficent to hold straw in place where necessary.
6. Ditch treatment shall be used in areas where steep grades could cause ditch erosion. Use of Jute
mesh, excelsior matting or fiberglass roving is acceptable. Ditch treatment should be installed
AFTER mulching operation.
7. Temporary ground cover on perimeter dikes, swales, ditches, and slope5 shall be seeded, fertilized,
and mulched sufficient to prevent erosion within 7 calendar days of completion of any phase of gradi
8. Temporary ground cover on slopes 3:1 or flatter that are less than 50 filet in length and all other
disturbed areas with slopes flatter than 4:1 shall be seeded, fertilized, €1nd mulched sufficient to prev
erosion within 14 calendar days of completion of any phase of grading:
9. Permanent ground cover sufficient to restrain erosion should be provided on all areas disturbed
during.this project within 15 working days or 90 calendar days, whichever period is shorter, following
completion of construction.
MAINTENANCE SCHEDULE:
1. All erosion and sediment control practices will be checked for stability and
operation following every storm event, but in no case, less than once every
week. Any repairs or cleaning necessary to maintain erosion and sediment
E
control practices -shall be completed immediately. Record of weekly
inspection reports are to be completed by the site superintendent and
maintained on site.
2. All seeded areas will be re -fertilized, re -seeded as necessary and mulched
according to the Turfing Schedule.
3. Maintain all measures as per detail sheet requirements and in accordance
with manufacturer's recommendations.
1
TURFING SCHEDULE
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9" CLASS B RIPRAP
#57STONE
PIPE FLOW
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5'
PIPE INLET PROTECTION MAINTENANCE:
1. INSPECT THE BARRIER AFTER EACH RAIN AND MAKE REPAIRS AS NEEDED.
2. WHEN CONTRIBUTING DRAINAGE AREA HAS BEEN ADEQUATELY STABILIZED,
REMOVE ALL MATERIALS AND ANY UNSTABLE SOIL, AND EITHER SALVAGE OR
DISPOSE OF IT PROPERLY.
3. BRING THE DISTURBED AREA TO PROPER GRADE, THEN SMOOTH AND COMPACT IT.
4. APPROPRIATELY STABILIZE ALL BARE AREAS AROUND THE INLET.
111
d5o 3" d5o=3"0
dMAX 5 >ii APRON - ZERO GRADE dMAx = 5">�
CLASS B RIPRAP
CLASS B RIPRAP
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I -STONE ENERGY
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a PLAN PLAN O
DISSIPATOR
a Lumberton, NC 28358
Office: [phone]
Fax: [phone]
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18" RCP L - z w" MIN. Email:
24° "� 12' NO OVERFALL andersonell ineerin a@gmail..com
-RISER a.ndersonengine.erinLgpa@gmail..com
Licensure #: C-0793
6„o PVC
NO OVERFILL _..
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FILTER FABRIC SECTION A -A FILTER FILTER BLANK BRIC OR
SECTION A -A OR FILTER BLANKET 6„ L�1J V
RIPRAP APRON MAINTENANCE '
1.O * 1.0.
1. INSPECT RIPRAP OUTLET STRUCTURES WEEKLY AND AFTER SIGNIFICANT I �2
(1/2 INCH OR GREATER) RAINFALL EVENTS TO SEE IF ANY EROSION 33 - 31 Z
RIPRAP APRON MAINTENANCE AROUND OR BELOW THE RIPRAP HAS TAKEN PLACE OR IF STONES HAVE
1. INSPECT RIPRAP OUTLET STRUCTURES WEEKLY AND AFTER SIGNIFICANT BEEN DISLODGED. MAX - - Z J
(1/2 INCH OR GREATER) RAINFALL_ EVENTS TO SEE IF ANY EROSION 2. IMMEDIATELY MAKE ALL REPAIRS TO PREVENT FURTHER DAMAGE. UNCLA55iFIED
AROUND OR BELOW THE RIPRAP HAS TAKEN PLACE OR IF STONES HAVE EARTW MATERIAL � ANTI. -SEEP O � �"
BEEN DISLODGED. COIR FIBER BAFFLE STEEL POSTS COLLAR I
2: IMMEDIATELY MAKE ALL REPAIRS TO PREVENT FURTHER DAMAGE. VARIABLE U. Q
ed TYPICAL SECTION VIEW Z
3 RIP RAP APRON #1 6 RIP RAP APRON #2 Q U
WITH PIKE OUTLET TO FLAT AREA WITH NO WELL-DEFINED CHANNEL NTS WITH PIPE OUTLET TO WELL-DEFINED CHANNEL NTS GENERAL NOTES:
DETERMINE BORROW PIT DEWATERING BASIN SIZE USING
V = 8.0203 * Q * T WHERE V IS VOLUME (FT3), 15 PUMP FLOW 0- O O D
RATE (GPM), AND t IS DEWATERING TIME (HRASE MAXIMUM
FLOW
RATE OF 1000 GPM AND A MINIMUM DEWATERING TIME OF 2 ! ( U Z m
BARROW PIT SIZING Z W
O5TS MAX. 8' APART _ RISER SHALL BE A NON -PERFORATED, SMOOTH OR CORRUGATED J MATERIAL WITH A FLASHBOARD OPTION. V=8.0203QT _
SUPPORT WIRE .,.� J
1411 CONSTRUCT THE COIR FIBER BAFFLE IN ACCORDANCE WITH 0
V=16,040.60 CF
ROADWAY STANDARD DRAWING 1640.01 AND WITH'MATERIAL � O W (�j
ng, - THAT MEETS THE SPECIFICATIONS OF ROADWAY STANDARD Q 500 GPM
FILTER w GRAVEL 1060-14. T = 4 HRS. or
ent FABRIC u w u 1 PROVIDE T STEEL POSTS OF THE SELF -FASTENER ANGLE STEEL 1 "`
TYPE. INSTALL STEEL POSTS WITH NO MORE T14AN T OF THE POST STORAGE VOLUME DRAWDOWN TIME
m CC APPEARING ABOVE GROUND.
m z = x 'A 'ATTACH THE COIR FIBER MAT TO THE STEEL POSTS WITH WIRE OR NUMBER OF ORIFICES 1
o w - I I- I - TT H T Co 0.60
rn g z _ _ OTHER ACCEPTABLE MEANS AND STAPLED INTO THE BOTTOM AND -�
w tD w : 5 SIDE SLOPES OF THE BASIN WITH 12 STAPLES. O 2.0 IN
s1� z-I A ©.Q25F
pf COMPACTED _ I -I III I I I---- I- I I-- BASIN AT TYPE T AS SHOWN N THEIDETAI SLOPES AND BOTTOM OF g 3.2 2 FT/SEC'
SOIL -�� _ _ ELEVATIONouERF�.aw 113.50FT
- I I Imo- I=I I -I I I III -III USE THE TYPICAL SECTION SHOWN FOR THE BORROW PIT ELEVATIONINVERT = 110.00FT
-I IPLd-- 1 -- - --�-- DEWATERING BASIN AS A GUIDE. THE BASIN MAY HAVE ANY TYPE Ho = 3.00
zCONFIGURATION AS LONG AS SUFFICIENT VOLUME IS PROVIDED
AND PROVISIONS ARE MADE FOR A NON PERFORATED RISER. Ho/3
= . 1.00
, I-
-
I
- - - HE EARTH DIKES REQUIRED -
- - - CFS
I: I III 111 I I III
.- ���� 1�� ��8�_, .
ir, o en
- TEMPORARY POOLyoI unts = i 1,507.000E
t ...1 a-_ .. ., , ., k ; '�
4 � j I I I I I R
�,
r .... - 17EWAT�A N ,....- Z.87HR. _ _. B D TIMEm _ ,. ,. THE BORROW PlT DEWATERING ASIN SIZE l5 VARIABLET N I-1 1 1A- 'DEPENDENT ON SPECIFIC SITE RE UlREMENTS AS WELL AS
QPROPOSED CONSTRUCTION OPERATIONS. �, �".��,`'� 5s,o�
F SUBMIT THE SIZE LOCATION AND RISER PIPE MATERIAL FOR
APPROVAL PRIORTOCONSTRUCTION. C _ 4 SEAL
r 13325 Z xC Y)
RUMP THE EFFLUENT INTO TH1=BORROW PIT DEWATERING BASIN I �`' p
TO A MAXIMUM DEPTH OF 6 IN. BELOW TOP OF EARTH DIKE. ;,'� ` LNG i N e C9
y
SEDIMENT FENCE MAINTENANCE ,�'
1. INSPECT SEDIMENT FENCES AT LEAST ONCE A WEEK AND AFTER EACH RAINFALL. MAKE ANY REQUIRED REPAIRS IMMEDIATELY. PROVIDE A STONE ENERGY DISSIPATER PAD AT THE OUTLET OF ''�,,,W •rrAi149,,.o
2. SHOULD THE FABRIC OF A SEDIMENT FENCE COLLAPSE, TEAR, DECOMPOSE OR BECOME INEFFECTIVE, REPLACE IT PROMPTLY. ACCORDANCE WITH ROADWAY STANDARD DRAWING 875 BARREL
IN
REPLACE BURLAP EVERY 60 DAYS. OUTLET W/O DITCH.
i
3.. REMOVE SEDIMENT DEPOSITS AS NECESSARY TO PROVIDE ADEQUATE STORAGE VOLUME FOR THE NEXT RAIN AND TO REDUCE
PRESSURE ON THE FENCE. TAKE CARE TO AVOID UNDERMINING THE FENCE DURING CLEANOUT. ;
i The creation of authorship contained in this drawing Including
4. REMOVE ALL FENCING MATERIALS AND UNSTABLE SEDIMENT DEPOSITS AND BRING THE AREA TO GRADE AND STABILIZE IT AFTER but not limited to all design text, specifications and images,
are owned, except as otherwise expressly stated, by
THE CONTRIBUTING DRAINAGE AREA HAS BEEN PROPERLY STABILIZED. Anderson engineering & Associates, P.A. and are protected
by copyright and other intellectual property laws. This drawing
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
to the extent that such use constitutes "fair use" under the
NTS 4 SEDIMENT FENCE DETAIL NTS 7 BORROW PIT DEWATERING BASIN DETAIL NTS Copyright Act of 1976 (17 U.S.C. §107), as amended. Project
owner may keep one un- altered permanent copy to be used
for Intended project use only.
*IFTHE TEMPORARY SEDIMENT I CROSS -SECTIONS
BASIN WILL BE CONVERTED TO A EXTEND 9 GAUGE WIRE TO BASIN
PERMANENT STORMWATER BASIN SIDE OR INSTALL T-POST TO ANCHOR
OF GREATER DEPTH, THE BAFFLE BAFFLE TO SIDE OF BASIN AND SECURE & DETAILS
HEIGHT SHOULD BE BASED ON THE TO VERTICAL POST.
POOL DEPTH DURING USE AS A
TEMPORARY SEDIMENT BASIN. 4' MAX. I
DRAPE BAFFLE MATERIAL OVER I.
WIRE STRAND & SECURE WITH
ISSUE DATE. 8.19.2021
PLASTIC TIES & ON WIRE EVERY 121i
50'NO. 11ATl REASON
MIN. OWNER REVISION
VARIABLE NOTE: INS TALL THREE (3) COIR FIBER BAFFLES IN BASINS AT o9.a1.zo2i i
9 GAUGE MIN. HIGH MOVE PERMIT BOUNDARY TO FRONT OF LOT
TENSION WIRE STRAND DEPTH DRAINAGE OUTLETS WITH A SPACING OF 4 THE BASIN ADD RIP RAP APRON, AND PIPE INLET PROTECTION
3 MIN. 2 09,23,2021 DETAILS
SHALL BE SECURED TO LENGTH. TWO (2) COIR FABRIC BAFFLES CAN BE
POST TO SUPPORT
BAFFLE MATERIAL INS PALLED IN THE BASINS LESS THAN 20 FT. IN LENGTH
WITH. A SPACING OF Y THE BASIN LENGTH.
SECURE BOTTOM OF BAFFLE TO GROUND BAFFLE ! -
WITH STAPLES AT 1 2" MAX. SPACING EARTHEN (TYP) o z
BAFFLE MATERIAL CROSS-SECTION OF A POROUS BAFFLE EMBANKMENT
TLET
CLASS I RIPRAP
MAINTENANCE: 6" MIN.
1. INSPECT BAFFLES AT LEAST ONCE A WEEKLY AND THICKNESS2-3 INCH. STONE PLACED
BAFFLE AFTER EACH RAINFALL. MAKE ANY REQUIRED
ON FILTER FABRIC
MATERIAL REPAIRS IMMEDIATELY.
2. MAINTAIN ACCESS TO BAFFLES. SHOULD THE
FABRIC OF A BAFFLE COLLAPSE, TEAR, i. SCALE: NTS
DECOMPOSE, OR BECOME INEFFECTIVE, REPLACE IT GRAVEL CONSTRUCTION ENTRANCE/EXIT MAINTENANCE: DRAWN BY: RT
11 GAUGE PROMPTLY. 1. MAINTAIN THE GRAVEL PAD IN A CONDITION TOPREVENT MUD OR SEDIMENT. LANDSCAPING 3, REMOVE SEDIMENT DEPOSITS WHEN IT REACHES CHECKED BY: LWA
STAPLE FROM LI=AVING THE CONSTRUCTION SITE. '
HALF FULL TO PROVIDE ADEQUATE STORAGE INLET ZONE 2. PERIODIC TOPDRESSING WITH 2" STONE: PROJECT NO:: 1832
VOLUME. TAKE CARE TO AVOID DAMAGING BAFFLES 25% OF SURFACE AREA 3, AFTER EACH RAINFALL, INSPECT ANY
USED TO TRAP SEDIMENT
DRAWING FILE: � 1832
DURING CLEANOUT. SEDIMENT DEPTH SHOULD FIRST CHAMBER AND CLEAN IT OUT AS NECESSARY,
NEVER EXCITED HALF THE DESIGNED STORAGE 25% OF 5URFACE AREA 4. IMMEDIATELY REMOVE ALL OBJECTIONABLE MATERIALS SPILLED, WASHED, OR FILE NO.: 1832
STEEL POSTS DEPTH.
z'-D"DEPTH 4. AFTER THE DRAINAGE AREA HAS BEEN STABILIZED, SECONO CHAMBER TRACKED ONTO PUBLIC ROADWAYS.
r REMOVE ALL BAFFLE MATERIALS AND UNSTABLE 2S/a OF SURFACE AREA SHEET NO.
OUTLET ZONE
SEDIMENT DEPOSITS, BRING THE AREA TO GRADE, �' OF SURFACE AREAIIr
AND STABILIZE.
25 se
i
NTS 8 TEMPORARY GRAVEL CONSTRUCTION ENTRANCE/EXIT
i
2 TEMPORARY PIPE INLET PROTECTION NTS COIR POROUS BAFFLE DETAIL