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LEGEND / BRUNSWICK COUNTY DRIVEWAY ,��!' �i, JUN I DATE06/1 f 20
DEED BOOK 308 PAGE 840 TO REMAIN / / 11 2020
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MATERIAL N Ip REq �!Qq� , l : GW G% © ` / EXISTING 0? Zi
1. GRAVEL MUST BE DUSTLESSS o.. S G �''
g S B . . . . . . . . . . . . . .. DRIVEWAY TO H N
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SITE DATA S8 . . . . . . . . . . . . . . . . . • • • • • • . • - • REMOVED. . . . . . • • • • • • • • • . • . . . . . . . . . . 1Ip , /
PARCEL NUMBER: 22200007 ` �� ,, '.: / C No O
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BRUNSWICK COUNTY: IG �..
TOTAL SITE AREA: 324,086.4 SF / 7.44 AC E.R.B. -'....%i•j� 2, • '• z
DISTURBED AREA 73,420 SF / 1,69 AC N=73,202.56' =�' ,j`B �'�©.UJ.E •
BUILDING USE: CONTRACTOR OFFICE/STORAGE /
E=2,302,938.04' / ` ��` /
37
BUILDING HEIGHT: 50' / 10 ......".". .'.".•.•. . �eV,%S' 0o� 2'° -/, o R
LOT AREA 1 (MIN. AC) ` SB . . . . . FF` O//y �� i
v / / /LOT WIDTH: 200 (MIN. FT) • •.•.•.'.'.'.•.•. . . 26O' '/ \ S / EXISTING 12" WATER
BUILDING SETBACKS: • • " • • • • , �' / LINE FIELD VERIFY
FRONT: 50'REAR 0' / 6'gog8� �1� SB .. \V LOCATION Licence#C 3641
SIDE: 10' / gg„ /
STREET SIDE: 25' /
IMPERVIOUS AREAS: w 29` is • . . . . . . . . / // i L `r" 20063
PHASE 1 / -�9' I
BUILDING: 2,880 SF ' ' '
DRIVE ISLE / PARKING: 13,787 SF / •
` 1U 00
REMOVED: 0 SF / & DRWN. EDB
FUTURE: 0 SF / N/F EXISTING - . ('
PHASE 1 TOTAL: 16,667 SF / .38 AC / BRUNSWICK COUNTY TO BEDRIVEWAY
` 6 / �c / LEGEND DATE 10/20/20
PHASE 2 DEED BOOK 308 PAGE 840 /b �O
BUILDING: 7,200 SF / PARCEL ID #222000 I 0 / ��������������,,��-�
DRIVE ISLELE / PARKING: 22,0170 SF
SF N=7 `, ��• 1 CSA��/i,
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/ PROPERTY UNE ��. .��......
PHASE 2 TOTAL: 29,217 SF / .67 AC WATER TANK 3,074 9 /
/ RIGHT OF WAY / • �
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Pagel E=2,303,20-.42 i - 2'�Q/'.\` I 0 ,. L
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TOTAL IMPERVIOUS AREA: 45,884 SF / 1.06 AC
Y /‘9
� / / / 10 SB 10' SETBACK - •. 44: .�; f
1 '
X IMPERVIOUS: 14.16% O0 OUTDOOR < ' o �� / 50 SB 50' SETBACK ' 0l ,;: ;i��,`
OFFICE COVERED STORAGE \ 5 23 38 32 W 291 .29 / !.
TORAGE ` [[NN
PARKING REQUIRED: S / �G'" '� �,� +
STORAGE • (TO C/L RAILROAD) -r- /
TOTAL REQUIRED: \ OFFICE '-Is•111100
OFFlCE - 587 GROSS SF x 1 SP/300 SF= 2 SP E — ROLL UP DOORS ROLL UP DOORS I /
HEAVY INDUSTRIAL - 1,703 GROSS SF x 1 SP/1,000 SF.... 2 SP \ /
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APARTMENT - 2 SP , a / \ 2 / \ ,T I, /
TOTAL: 6 SPACES REQUIRED \ /
PARKING PROVIDED: \ / / ��
/
SCALE . 1 = 40' Csi
SPACES PROVIDED: 5 PHASE 1 BUILDING DETAIL \ \ / ��
HANDICAP SPACES PROVIDED: 1 / HYD lommmemmilimm
TOTAL SPACES PROM. 1.' 6 NTS \
co _A, 0 40 80 120/

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DEED BOOK 1 19G PAGE 714 / / \ \ \ 2 -. - - S /
PLAT 19/25G / t � � \ \ \ 4 O \ ``- `~ 25.0 \ ,'2S
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C INV. 22�10 " GRA ,' FRs f / Z ��s
NOTE. ' o • . . . . . . RE oN .MI , . . . , O c7 o S
1. THERE ARE NO SURFACE WATERS, WETLANDS, PROTECTED VEGETATED SETBACKS, o1r _� f "" •
OR PROTECTED RIPARIAN BUFFERS ON THIS SITE. �.�c�E'S T \ f REM '" , a "..)09:'
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2. SCM IMPACTED BY SEDIMENTATION AND EROSION CONTROL DURING THE O rIto
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CONSTRUCTION PHASE SHALL BE CLEANED OUT AND CONVERTED TO ITS APPROVED �, �, � � , g 0.40
DESIGN STATE. i�, - ! ?6.40 . . . . . . l�. ./N c* 12- �� ..0 /
3. ALL STORMWATER RUNOFF FROM BUILDINGS SHALL BE DIRECTED TO THE E.R.B. 'mil±;• - • , . i. /.`/'�'.`. . 26.50 �� .1.....
STORMWATER SYSTEM. N=73,202.56' . � �• •`• .'• • 2 I.'�iTORY./. .
E=2,302,938.04' 4.5.' `.'. . . .'. .' KO.U�.E! A ' /
. �. - . . TOP: 25.85/ � / Pit/
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ERGENCY
py < • iNV: 23.35/ P 4,9 GO 2° .�,
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t EX,ST�NG i 2" WATER
TOP: 25.85 /�/ gyp.'. .' S \ / LINE FIELD VERIFY
/ INV: 23.00 G' o . . ..sb . / 45'46. , - /
PROPERTY LINE `z' 4�, 'r► i 'c ' / ...y/ LOCATION Licence##C 3b42
RIGHT OF WAY 2,g� r,` / p \q � / / /
20063
X X TSF TEMPORARY SILT FENCE / .6 ♦ / 20 2 h �✓ /
9�
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/ 26.15
4.
DA DA DRAINAGE AREA N P w �fli / //
DRWN. EDB
/ EXISTING �
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BRUNSWICK COUNTY DRIVEWAY 2.G, / ki
TO BE REMOVED /
DATE 0 /20
Lin �-OD UMIT OF DISTURBANCE DEED BOOK 308 PAGE 840
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� TEMPORARY/PERMANENTd
/ ' - _
' GRASS SPECIFICATION
| ---. PLAN FOR PIPE
` O W/ E.S. FABRIC OR(ENTAF0N 1' CHISEL COMPACTED AREAS AND SPREAD TOPSOIL 3 INCHES DEEP OVER '
� 8' W/ WIRE MESH ADVERSE 50L CONDITIONS.
|
2. RIP THE ENTIRE AREA To A 0 INCH DEPTH.
x STEEL POST 3. RBW0YE ALL ROCKS, ROOTS AND OTHER OBSTRUCTIONS LEAVING SURFACES
| Vy|R[ MESH FOR STANDARD FABRIC SMOOTH AND UNIFORM. ��
�
| 4 APPLY LIME FERTILIZER UNIFORMLY MIX ��H 30|L �� -00
`
STANDARD OR EXTRA STRENGTH � �»
m.'v /+ ux `� �� '= FILTER FABRIC UWE� 45 L83' p�N 1OOo S.F. zc �� --�
m o u w��n �u� ' �� ~ ' '�'�" '~�~/� _ Pn�SP�0RVU�� 28 ��3 PER 1OU0 ��F �� '� �� �� ��
o/anua�u ,*umc �� FERDUZ�R� 17 LB3. PBl 1��O �.F� uu C> �- w�m
DIRECTION OF WATER FLOW
5 C0NT|wuEnLu�oc UNTIL PVU/EmZso. nnw uw|pOnW SEED �E� |s c�
| 4*2 ^ ' �Q ��
--- - ^----~` -� --�� CASTING pnsP�nO] *-s |w�*[� DEEP. =�
- ^7- \__� HillNOTE' 2' � 2` DROP �� SEED ON A FRESHLY PREPARED SEED BED AND COVER ���D U�HTl� �� V) -� ��� ~-
/ \ � �� �&�
| - ANCHOR FABRIC SKIRT INLET FRAME 8" GRATE � - 3 uB3 PER 1V0V S.F.� (SEE W|x��RE BELOW)
T MIN. 8" DEEP �� 4" VV!DE SHALL BE HEAVY DUTY 7. MULCH IMMEDIATELY AFTER SEEDING AND ANCHOR MULCH.
�� ' ' GRAIN STRAW & HAY AT 75 TO 100 L8S PER 1000 S.F. {} � �
G" �!N CONC. COLLAR ' ��0D CHIPS AT �0� L8S PER 100� S.F. ��" n~~ '
' = ' � | ' �� ~~�
, , JUTE & MESH AS PER MANUFACTURER cn -�w
� 2 - J ' �� '� ' B ASPHALT FOR ANCHORING WVUuH SHALL BE TYPE SS 1 EMULSION AND -- ~~
� COARSE AGGREGATE - � �PpL|ED �� � R^�E 0F 1�VV �W'� PE� A�pE n]R S�`PE Gl�B|UZATnN. cD �� ��
NOTES: PLAN AND 150 GAL. PER TON 0F STRAW FOR ^mC*0R/N� �FRmN ^~ -` 4~�
^~ . , . ' "�r 1. 8YN, FENCE FABRIC SHALL BE MIN. OF'JU^ IN WIDTH y. /wapEtT ALL SEEDED AREAS AND n MAKE No:saOAeY REPAIRS OR RESEED
-
�
WITH �v �o '-- -��uv^,n FOR FABRIC WITHIN THE PLANTING SEASON, IF POSSIBLE. IF GRASS STAND SHOULD BE 3:
(1) M "
z
AND 50 LB/IN LB/IN � )� EXTRA STRENGTH. OVER 60% DAMAGED, REESTABLISH FOLLOWING ORIGINAL LIME, FERTILIZER 0
2. FABRIC SHALL BE CONTINUOUS LENGTH. IF JOINTS ARE AND SEEDING RATES. o 0
1O� CONSULT CONSERVATION INSPECTOR ON MAINTENANCE, TREATMENT, AND �
NECESSARY, L� FABRIC POST 0 POST. ��
o� STEEL POST SHALL BE MIN 4' IN HEIGHT AND BE OF THE ELEV. VARIES FERTILIZATION AFTER PERMANENT COVER IS [3A\8L�MO}' u) =
�v SEED FOR TEMPORARY PERMANENT SHALL BE: ~~� ��
SELF-FASTENER STEEL ANGLE TYPE. ' -�^ °�~
w* %O% CARPET GRASS �
SELF-FASTENER -�--- �'--- ' '' - °�� �� ~�|
24% BERMVDA GRASS �� =� ��
GRAVEL CONSTRUCTION ENTRANCE 3O� TURF FESCUE 10� CREEPING RED FE8�V� °�� -� 8��
� rx��m�� m 0
6. VA­IES24� ANNUAL �([ ��NN mm�
] CONSTRUCTION SPECIFICATION: OR 6 *BEnWVDa SEED SHALL BE HULLED FOR vw�M WEATHER �
� . BRICK
1' CLEAR THE ENTRANCE AND EXIT AREA OF ALL VEGETATION, ROOTS, AND OTHER OBJECTIONABLE TEMPORARY SILT FENCE MAINTENANCE ~^~~'''`' PAN PLANTING. pumTYVFSEED SHALL 8Ex MIN. VF98% AND ~~~
' ' GERMINATION SHALL BE A MIN. OF O�� �� m�� ~~�
MATER|AL AND PROPERLY GRADE IT. |W�PECT SED|�ENT FENCES AT LEAST ON�E A VVEEK �ND EACH RA|NFALL � ' ~~~
� 2. PLACE THE GRAVEL TO THE SPECIFIC GRADE AND DIMENSIONS SHOWN ON THE PLANS` AND SMOOTH MAKE ANY REQUIRED REPAIRS IMMEDIATELY. FLOW ALL DISTURBED AREA SHALL BE SEEDED WITHIN 7 TO 14 DAYS OF THE COMPLETION ' �� L8
/ IT, SHOULD THE FABRIC OF A SEDIMENT FENCE COLLAPSE TEAR DECOMPOSE -" . � OF GRADING. CONSULT CONSERVATION ENGINEER OR SOIL CONSERVATION 3EP��[ �� ��
' ^ 4 ' ~~� ��
3. PROVIDE DRAINAGE TO CARRY WATER TO A SEDIMENT TRAP OR OTHER SUITABLE OUTLET. OR BECOME INEFFECTIVE, REPLACE IT PROMPTLY. FOR ADDITIONAL INFORMATION CONCERNING OTHER ALTERNATIVES FOR VEGETATION OF ��
[ 4. USE Q[OTEXT|LE FABRICS BECAUSE THEY IMPROVE STABILITY OF THE FOUNDATION IN LOCATIONS REMOVE SEDIMENT DEPOSITS AS NECESSARY TO PROVIDE ADEQUATE DENUDED AREAS. THE ABOVE VEGETATION RATES ARE THOSE WHICH DO WELL -� -- ~~
� SUBJECT TO SEEPAGE DR HIGH WATER TABLE �TDR��E VOLUME FOR THE NEXT RAIN AND T0 REDUCE PRESSURE ON UNDER uDC�� OoN��|OwS. OTHER ���0NG SCHEDULES MAY �[ Pos�0UE. u�~ �= m�~
' K�° �� ��
i THE FENCE. TAKE CARE TO /�Y}|D UNDERMINING THE FENCE DURING JDO0 PSI CONC. �m y�PDE�� ��T�B|L|��T|{]y� T|K8�FR/�K�E�� ' � � °~�
� MAINTENANCE: CLEANOUT. ' `~�
� MAINTAIN THE GRAVEL PAD IS A CONDITION TO PREVENT MUD OR SEDIMENT FROM LEAVING THE REMOVE ALL FENCING MATERIALS AND UNSTABLE IT AFTER THE SITE AREA DESCRIPTION STABILIZATION nw[nRAME EXCEPTIONS 0 ui Im
C0NSTRUCT!ON SITE. THIS MAY REQUIRE PERIODIC TOP DRESSING WITH � INCH STONE. AFTER EACH CONTRIBUTING DRAINAGE AREA HAS BEEN PROPERLY STABILIZED.
� ' PERIMETER DIKES, SY���S DITCHES AND SLOPES 7 DAYS NONE
� RAINFALL, NSPECT ANY STRUCTURE USED TO TRAP SEDIMENT AND CLEAN IT OUT AS NECESSARY. SECTION '
| IMMEDIATELY REMOVE ALL OBJECTIONABLE MATERIALS SPILLED, WASHED, 0R TRACKED ONTO PUBLIC. HIGH 0imUTYYwTER (M00) ZONES 7 DAYS NONE
| ROADVW\YS ---- _- _
/ � 7 DAYS
SLOPES STEEPER THAN s'� IF SLOPES ARE-� 10' OR LESS IN LENGTH AND ARE NOT
� ' STEEPER THAN 2;1^ 14 D^X5 ARE ALLOWED
SLOPES 31 OR FLATTER 1* DAYS 7 DAYS FOR SLOPES GREATER THAN 50' IN L[NGTH r-
ALL OTHER AREAS WITH SLOPES FLATTER THAN w1 14 DAYS NONE, EXCEPT FOR PERIMETERS AND HQW Z�ETEMP����� GRAVELLED� � CONSTRUCTION ��T�� J� � T� ������� SILT ��� � � ���� INLET
NITS �
NTSIN[7S00
-
_ � TEMPORARY SEEDING RECOMMENDATIONS FOR SUMMER Z
/
� SEEDING MIXTURE ~� ~
SPECIES RATE (lb/acre)
~ ` g[RMAN MILLET 40
'
'
|N THE PIEDMONT AND MOUNTAINS, A SMALL-STEMMED SUDANGRAS8 MAY ^^
^ ~ '"
`` � BE SUBSTITUTED AT A R/Q�� 0F �0 lb/acre.
. _' -
� | KOO
. __ ry
SEEDING DATES
MOUNTAINS
-~
WOUWTA NS - MAY 15 - AUG. 15 '/ �� ~� oo ,~ �� cn
� �" ( �- (�� ��* PIEDMONT - �/� 1 - AUG. 15
`
COASTAL PLAIN - APR. 15 - AUG. 15
SIGNS T0 BE OO80 STANDARD
' � � 30|L AMENDMENTS
] ALUMINUM. BOLT TO TO TREATED WOOD OR � /
^ ALUMINUM POST WITH FOLLOW RECOMMENDATIONS OF 8D/L TESTS OR APPLY 2.000 lb/acre
� l PLATED NUTS 8003 ----- ' �^ |* '' GROUND AGRICULTURAL LIMESTONE AND 750 |b/oore 10-10-1 '
x/-nu-� '' '� �'rP ` - FERTILIZER.
VAN ACCES|8LE ��N � ^ �
' � ~ � ~- MULCH
-°-i '- �------- -- � .^^�ADJACENT TO � AISLES ONLY �° � ' `` '
� , APPLY 4.00O }b STRAW. ANCHOR STRAW BY TACKING WITH ASPHALT.
� �mw w� BORBORDERen - GREEN | ^ - NETTING, OR A MULCH ANCHORING 'FOOL. A DISK WITH BLADES SET
� Won L BACKGROBACKGBACKGROUNDxvo '
, BACKGROUND _ vxrrE �N0HO] � � � -~'_ � CURB HEIGHT y� 4� THEN. NEARLY STRAIGHT CAN BE USED AS A MULCH ANCHORING TOOL
�7 8 � � A .
~ ~ ' MAINTENANCE
- �RADE ^ '~ ^�`
� ALUMINUM OR TREATED 4"x�~ �D0D POSTr-~~ "81^ � 1'1U ��(|WU� SLOPE, 30E - -��-' '--
� . � � � REFEROUZE IF GROWTH IS NOT FULLY ADEQUATE RESEED, REFERTUZE
FLARE �� 8 8O" W|N|WU� � ' '
. AND MULCH IMMEDIATELY FOLLOWING EROSION OR OTHER DAMAGE
pi�N '82' - 0 112,WAXWUM SLOPE �D[ '
` 1���r PLAN^` FLARE 7[ � 72' W|N|�U�. -� ��
� ' '-
. � TEMPORARY SEEDING RECOMMENDATIONS FOR FALL V �� O »n
� PENALTY VAN ^�
� �r�� �r�1 lz SEEDING MIXTURE
' � | | / SPECIES RATE 0h/n \
| | � ` -, -ure,
� `� J L` �� J /� RYE /���N\ 12O «" --
� r----- ^^ �o��� CUT ORTOUU� . (GRAIN) ��p� c�
�� pm 1 � J� - �
� LEGEND AND �n�x - omsw emm� - o�� cownn�/� �»om� -�� SEEDING DATES
� m�xxv�v - ^nxE u�xa�uv - .mo' -�� | | � | |�- | | | ��'��
� R7-8D VAN AC0[SD}8UE �� ! |-- i |��� | / | ' _ ' � MOUNTAINS - AUG. 15 - DEC. 15 '
COASTAL PLAIN AND PIEDMONT - AUG. 15 - DEC. 15
SOIL AMENDMENTS ' E�
� � ��. ` , FOLLOW SOIL TEST OR APPLY 2'000 lb/acre GROUND AGRICULTURAL `CN
v
LIMESTONE AND 1.0O0 |b/nora 10-�O-1O FERTILIZER.
: um-1o/10 W.W.M. �� � ^` / MULCH 00 ^ ' � ~~
� suBonADE �- �
1 +, . | APPLY 4'000 STRAW. ANCHOR STRAW BY TACKING WITH ASPHALT, —`
� " � ��/,- NL| ||NG. OR A MULCH ANCHORING TOOL. A DISK WITH BLADES SET r«
� SECTION NEARLY STRAIGHT CAN 8E USED AS � MULCH ANCHORING TOOL � -~
� ~�~' '~'` MAINTENANCE 0m��
(DOWN� TURNED ON CONCRETE SIDEWALK CONTROL JOINT REPAIR AND REFERT|L|ZE DAMAGE AREAS IMMEDIATELY. TOP DRESS WITH -~
| 50 |b/ocre OF NITROGEN IN MARCH, IF IT IS NECESSARY TO EXTENT
! �� -��'���y~��� ��^��������^��������� ��U���� NT� cronmsm �R TEMPORARY COVER BEYOND JUNE 1 , OVERSEED WITH 50 |b/ocre KOBE P4 In
��
� ~~ m�mxmmaxm/ 0=4., `.' (P�D�0NT AND COASTAL PLAIN) OR KOREAN (MOUNTAINS) LE PED[ZA IN �� ��
LATE F[8RUARY OR EARLY MARCH.
-
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-�T| '' � ��p� { l ~
' " � '� � '� . N��� ~~
j
�` �oxo-1o/m w��� ' � ��
COMPACTED
� CA
~~~~~~^
SECTION 6-
: .�~ . .~.,
� CONSTRUCTION SEQUENCE » "
VV-��| (����� RAMP �
^^� CHAIR ., `°, 1. INSTALL GRAVEL CONSTRUCTION ENTRANCE.
2. INSTALL ANY TEMPORARY SILT FENCING R EROSION �
� CONTROL MEASURES ASSOCIATED WITH ENTRANCE ft SITE
] - T� ACCESS
� 2% �P. ������ 6^ C0NCCONCRETE5 TYPICAL TURNED�� DOWNDOWNSU��EWAV K & ����EEU CHAIRU� RAMP�� � 3. CLEAR & INSTALL PER|METER SILT FENCING TO PREVENT
' ` ' - ANY OFFSITE SEDIMENTATION.
(MAX.) 6x8-�2.9 X #2.9 ��� gV}�N(ZE� '
/ ,� _ , 4. CLEAR 8c GRUB ENTIRE PROPOSED LIMITS OF DISTURBANCE.
4.' NCD0TABC STONE 5. INSTALL RUNOFF CONVEYANCE SYSTEM WITH SPECIFIED I�ccucc#C3641
fenCONSTRUCTION SEQUENCE: � ERO�|ON CONTR0L �EASURE�. ' -
- � 44_^
1� UNIFORMLY GRADE A SHALLOW DEPRESSION APPROACHING THE INLET. S� PROVIDE SUR
FACE STABILIZATION
AS REQUIRED BY GRASSING & NPDES TIME FRAMES.'CO 2 DRIVE 5' STEEL POST 2' INTO THE GROUND SURROUNDING THE INLET. ENCE BUILDING 8 ASSOCIATED SITE UT|L{TY
- 0- - -Vol O. 7� COMM
SPACE POST EVENLY AROUND THE PERIMETER OF THE INLET, A MAXIMUM
� CONSTRUCTION. JpN
- - '
-- � DES.8. AT CONSTRUCTION COMPETITION PROVIDE REQUIRED
---------------'-'----- | | J. SURROUND THE POST WITH WIRE MESH HARDWARE CLOTH. SECURE THE � LANDSCAPING �� PERMANENT STABILIZATION.
�KD' J��N
WIRE MESH TO THE STEEL POST AT THE TOP MIDDLE AND 8O�0W FO�
D�mw
mnc mcan /u /nc o/cc� rv�/ ^/ /nc /ur. �/uuuc *nu ou//v�. . �uo
NCDOT �5 OR �57 PLACING 4 �' FLAP OF THE WIRE MESH UNDER THE GRAVEL FOR *MAINTENANCE NOTE: MAINTENANCE INSPECTIONS SHOULD BE
' NOTES' Y�SHED��3T0N[�� '
' 1 CONTROL JOINTS SHALL BE EVERY �5 FT. ANCHORING IS RECOMMENDED. PERFORMED WEEKLY �� AFTER PERIODS OF RAINFALL. ALL o�T� ��/����(]
' (MAX.)~'^ AND EXPANSION JOINTS SHALL BE 4. PLACE CLEAN GRAVEL /NCD0T #5 OR #57 STONE) ON A2�� SLOPE MAINTENANCE REPAIRS SHOULD BE MADE IMMEDIATELY. _ � /
`EVERY 5O FT� (�AX). �|TH � HE|�HTOF 1b^ . 1O^ ��OUND �HE �|RE. ` D3W0OTH TO AN ^v000 i ` '�
� ~�. � 1 '1 2. PAVEMENT SECTION MAY VARY DEPENDING EVEN GRADE.- UPON FIELD CONDITIONS. THE PAVING
~ ~ ~ '^
� ' 5� ONCE THE CONTRIBUTING DRAINAGE AREA HAS BEEN STABILIZED, R[W8V[
1 CONTRACTOR SHALL COORDINATE WITH '
ACCUMULATED SEDIMENT, AND ESTABLISH FINAL GRADING ELEVATIONS.
� OYVNER REPRESENTATIVE AND �E0TECHN|C�L . '
ENGINEER TO DETERMINE ACTUAL PAVEMENT
' 4 MAX. 19-GUACE HARDWARE CLOTH O. COMPACT THE AREA PROPERLY AND 3�.B|UZE � WITH QROUNDCOYER.
HA�D|CAP SPOT TO BE PAVED CONCRETE /1/4 MESH OPENINGS)
SECTION.
' ` ' ' � -
� F NCUUT �5 OR '57
� . WASHED STONE
MAINTENANCE:
�
�
' INSPECT INLETS AT LEAST WEEKLY AND AFTER EACH ��N|FK��T (1/2 INCH
' . . -
rvLu
U OR GREATER) RNNFALL EVENT. CLEAR THE MESH WIRE OF ANY DEBRIS OR
� 0�� D��� 0 PROVIDE ��&� �� �R SUBSEQUENT RAINS.
~
'TAKE CARE NOT TO DAMAGE OR UNDERCUT THE WIRE MESH DURING ��`��0���
SEDIMENT REMOVAL. REPLACE STONE AS NEEDED.
� SECTION A-A �u ��� � � ���
� - �°^` ~ ~-~- N �
' �� ���J��k���� ���������� ���� �� ��������� �~���� � ^�����U INLET ������~T�/�pJ
� �� HANDICAP PARKING u^^^n��� SPOT yJT� �� HARDWARE x�,"m��n u�� CLOTH" �� GRAVEL nvnx-�- o PROTECTION x��/n KJTS -
-

m
BAFFLE CONSTRUCTION SPECIFICATION SKIMMER BASIN CONSTRUCTION SPECIFICATION
TP T25,50' e -FOREBAY BOTTOM @ EXIT= 19.00' TOP=25.50'
Hi
f(1!I,---1 I ,-I II i 'I I I"I!€MITI` 1. GRADE THE BASIN SO THAT THE BOTTOM IS LEVEL FRONT TO BACK AND SIDE 1. CLEAR, GRUB, AND STRIP THE AREA UNDER THE EMBANKMENT OF ALL VEGETATION
-,I ICI I 1 - I I,--111_.II TO SIDE. AND ROOT MAT. REMOVE ALL SURFACE SOIL CONTAINING HIGH AMOUNTS OF ORGANIC
11 IAL '-HI- 5' WIDE 1( i!-
I _ MATTER AND STOCKPILE OR DISPOSE OF IT PROPERLY. HAUL ALL OBJECTIONABLE
3 111' CLASS B GRANITE / =111- 3 2. INSTALL POSTS OR SAW HORSES ACROSS THE WIDTH OF THE SEDIMENT TRAP MATERIAL TO THE DESIGNATED DISPOSAL AREA. PLACE TEMPORARY SEDIMENT
- 11!i . RIP-RAP _ ' 11- (PRACTICE 6.62, SEDIMENT
I TEMPORARY POOL = 23.35' ! - FENCE). CONTROL MEASURES BELOW BASIN BS NEEDED. z
III- TEMPORARY POOL= 23.35'
-Hp-I I NORMAL POOL = 22.50'-_.-_---__- _ AT 22.50' 1 11_ 3. STEEL POSTS SHOULD BE DRIVEN TO A DEPTH OF 24 INCHES, SPACED A 2. ENSURE THAT FILL MATERIAL FOR THE EMBANKMENT IS FREE OF ROOTS, WOODY 0 _
-1 - NORMAL POOL= 22.50' VEGETATION, ORGANIC MATTER, AND OTHER OBJECTIONABLE MATERIAL. PLACE THE FILL I- -I
CAI I I=- _-j I i r I i� = I}'1 I 1 MAXIMUM OF 4 FEET APART, AND INSTALLED UP THE SIDES OF THE BASIN AS WELL. LIFTS0- `�
-2 FOREBAY BOTTOM © ENTRANCE= 18.50' I V NOT TO EXCEED 9 INCHES, AND MACHINE COMPACT IT. OVER FILL THE b- CO
-`111- -III- 1�- _111 i-n.+ ► THE TOP OF THE FABRIC SHOULD BE 6 INCHES HIGHER THAN THE INVERT OF THE EMBANKMENT 6 INCHES TO ALLOW FOR SE ILEMENT, 52 z CV •
6' • -,-__!I 1- BOTTOM = 18.00' -.._I I i-- 6' 2 FOREBAY SPILLWAY. TOPS OF BAFFLES SHOULD BE 2 INCHES LOWER THAN THE TOP OF THE 3. SHAPE THE BASIN TO THE SPECIFIED DIMENSIONS. PREVENT THE SKIMMING DEVICE V?
1=r1 I$�'li+ t l I--1 I I _I!I i:l-�i 1 -IBERMS. FROM SETTLING INTO THE MUD BY EXCAVATING A SHALLOW PIT UNDER THE SKIMMER L'-�
VEGETATED SEDIMENT REMOVAL ELEV.= 19.50' r a C? �' �""
PONDOR PROVIDING A LOW SUPPORT UNDER THE SKIMMER OF STONE OR TIMBER.
SHELF 4. INSTALL AT LEAST THREE ROWS OF BAFFLES BETWEEN THE INLET AND OUTLET 4. PLACE THE BARREL (TYPICALLY 4-INCH SCHEDULE 40 PVC PIPE) ON A FIRM, 5 4 CC 0
BOTTOM=22,50 2:1 2:1 DISCHARGE POINT. BASINS LESS THAN 20 FEET IN LENGTH MAY USE 2 BAFFLES. SMOOTH FOUNDATION OF IMPERVIOUS SOIL. DO NOT USE PERVIOUS MATERIAL L i) >» CO cc
TOP=23.50' _ SIDE SLOPE SIDE SLOPE VEGETATED SUCH AS SAND, GRAVEL, OR CRUSHED STONE AS BACKFILL AROUND THE PIPE. E
SHELF EXTEND 9 GAUGE TO 5, WHEN USING POSTS, ADD A SUPPORT WIRE OR ROPE ACROSS THE TOP OF THE r0' Q
BASIN SIDE OR INSTALL MEASURE TO PREVENT SAGGING. PLACE THE FILL MATERIAL AROUND THE PIPE SPILLWAY IN 4-INCH LAYERS AND © C� �•
SEDIMENT REMOVAL ELEV.- 18.50' AT 22.50 T-POST TO ANCHOR COMPACT IT UNDER AND AROUND THE PIPE TO AT LEAST THE SAME DENSITY AS THE z Z CC
SEDIMENT
CROSS BAFFLE TO SIDE OF ADJACENT EMBANKMENT. CARE MUST BE TAKEN NOT TO RAISE THE PIPE FROM THE ,,q•
POND SECTION 6. WRAP POROUS MATERIAL, LIKE JUTE BACKED BY COIR MATERIAL, OVER A FIRM CON!ACT WITH ITS FOUNDATION WHEN COMPACTING UNDER THE PIPE HAUNCHES. LU W I<
DRAPE BAFFLE MATERIAL OVER WIRE • BASIN AND SECURE TO SAWHORSE OR THE TOP WIRE. HAMMER REBAR INTO THE SAWHORSE LEGS FOR I- ``
STRAND AND SECURE WITH PLASTIC TIES VERTICAL POST ANCHORING. THE FABRIC SHOULD HAVE FIVE TO TEN PERCENT OPENINGS IN THE N ®' FP-
CC
NTS AT POSTS AND ON WIRE EVERY 12" 4' MAX. WEAVE. ATTACH FABRIC TO A ROPE AND A SUPPORT STRUCTURE WITH ZIP TIES, PLACE A MINIMUM DEPTH OF 2 FEET OF COMPACTED BACKFILL OVER THE PIPE 0I
WIRE, ORA STAPLFA, SPILLWAY BEFORE CROSSING IT WITH CONSTRUCTION EQUIPMENT. IN NO CASE 0 V'
SHOULD THE PIPE CONDUIT BE INSTALLED BY CUTTING A TRENCH THROUGH THE DAM �'""" 0
..•�. Ot1111111
AFTER THE EMBANKMENT ES COMPLETE. 00
C) D�.�d,. �.•.�. j7. THE BOTTOM AND SIDES OF THE FABRIC SHOULD BE ANCHORED IN A TRENCH 5. ASSEMBLE THE SKIMMER FOLLOWING THE MANUFACTURER INSTRUC?IONS, OR ..�:•3P<+' !' •:��<•+::+ �d'''-I OR PINNED WITH 8-INCH EROSION CONTROL MATTING STAPLES. 04aO 9 GAUGE MIN. HIGH 3' MIN. •;•;• •❖•, •••,•�' VARIABLE DEPTH•oy .. . �d AS DESIGNED. �/� •
' TENSION WIRE STRAND t rti. ' ! 6. LAY THE ASSEMBLED SKIMMER ON THE BOTTOM OF THE BASIN WITH THE
o;.;<•. �s+dF.o�'�m.;.�.y�. ���'•••' " .. 8. DO NOT SPLICE THE FABRIC, BUT USE A CONTINUOUS PIECE ACROSS THE BASIN. V) Z �•" •
NOTE SHALL BE SECURED �- AAA* k.. . a.+AAOM OW ---• FLEXIBLE JOINT AT THE INLET OF THE BARREL PIPE, ATTACH THE FLEXIBLE JOINT TO ... Z
TO POST TO SUPPORT - ] �=_- - 22 I-" SECURE BOTTOM OF BAFFLE TO THE BARREL PIPE AND POSITION THE SKIMMER OVER THE EXCAVATED PIT OR w
1, BASIN, FRAME AND GRATE MAY BAFFLE MATERIAL .I-r t am T 1 !€ I€I € T!-€Ti-T! tI 1- GROUND WITH 12" STAPLES AT MAINTENANCE SUPPORT. BE SURE TO ATTACH A ROPE TO THE SKIMMER AND ANCHOR IT TO THE .,,,p .LI
VARY IL! NONESSENTIAL DIMENSIONS. I SIDE OF THE BASIN. THIS WILL BE USED TO PULL THE SKIMMER TO THE SIDE FOR `i 0
BAFFLE MATERIAL 12" MAXIMUM SPACING c
INSPECT BAFFLES AT LEAST ONCE A WEEK AND AFTER EACH RAINFALL. MAKE ANY MAINTENANCE. rC
I BAFFLE MATERIAL REQUIRED REPAIRS IMMEDIATELY. 7, EARTHEN SPILLWAYS---INSTALL THE SPILLWAY IN UNDISTURBED SOIL TO THE �'
I GREATEST EXTENT POSSIBLE. THE ACHIEVEMENT OF PLANNED ELEVATIONS, GRADE, 2 l'
r "cs * IF THE TEMPORARY SEDIMENT BE SURE TO MAINTAIN ACCESS TO THE BAFFLES. SHOULD THE FABRIC OF A BAFFLE DESIGN WIDTH, AND ENTRANCE AND EXIT CHANNEL SLOPES ARE CRITICAL TO THE 0 Cl)COLLAPSE, TEAR, DECOMPOSE, OR BECOME INEFFECTIVE, REPLACE IT PROMPTLY. SUCCESSFUL OPERATION OF THE SPILLWAY. THE SPILLWAY SHOULD BE LINED W 64' X 3' PRECAST CONC. BASIN a BASIN WILL BE CONVERTED TO A 11 GAUGE . t.
• WITH LAMINATED PLASTIC OR IMPERMEABLE GEOTEXTILE FABRIC. THE FABRIC MUST BE W .
W/ KNOCKOUT PANELS PERMANENT STORMWATER BASIN LANDSCAPING 4 REMOVE SEDIMENT DEPOSITS WHEN IT REACHES HALF FULL TO PROVIDE ADEQUATE WIDE AND LONG ENOUGH TO COVER THE BOTTOM AND SIDES AND EXTEND ONTO THE (r) CC CC
ALL 4 SIDES OF GREATER DEPTH, THE BAFFLE STAPLE , STORAGE VOLUME FOR THE NEXT RAIN AND TO REDUCE PRESSURE ON THE TOP OF THE DAM FOR ANCHORING IN A TRENCH. THE EDGES MAY BE SECURED WITH .� W 0 Cl)
j HEIGHT SHOULD BE BASED ONE Nk. BAFFLES. TAKE CARE TO AVOID DAMAGING THE BAFFLES DURING CLEANOUT. 8-INCH STAPLES OR PINS. THE FABRIC MUST BE LONG ENOUGH TO EXTEND DOWN
THE POOL DEPTH DURING USE AS IL cl III I ��°°yy Z
SEDIMENT DEPTH SHOULD NEVER EXCEED HALF THE DESIGNED STORAGE DEPTH. THE SLOPE AND EXIT ONTO STABLE GROUND- THE WIDTH OF THE FABRIC MUST BE V
4 STEEL REBAR vALV. OR ASPHALT COATED) - 11 A TEMPORARY SEDIMENT BASIN. Calif ONE PIECE, NOT JOINED OR SPLICED; OTHERWISE WATER CAN GET UNDER THE I-- 0- m
ACKWELDED AT 4 O.C. EACH WAY. (AID ' AFTER THE CONTRIBUTING DRAINAGE AREA HAS BEEN PROPERLY STABILIZED, REMOVE FABRIC. IF THE LENGTH OF THE FABRIC IS INSUFFICIENT FOR THE ENTIRE LENGTH OF W ! or
IN OR BOLTED DOWN TO TOP OF STRUCTURE I NOTE: INSTALL THREE (3) COIR FIBER BAFFLES ALL BAFFLE MATERIALS AND UNSTABLE SEDIMENT DEPOSITS, BRING THE AREA TO THE SPILLWAY, MULTIPLE SECTIONS, SPANNING THE COMPLETE WIDTH, MAY BE USED. w •
\ ..,. IN BASINS AT DRAINAGE OUTLETS WITH A GRADE, AND STABILIZE IT. THE UPPER SECTION(S) SHOULD OVERLAP THE LOWER SECTION(S) SO THAT WATER a G W Co
PION SPACING OF 1/4 THE BASIN LENGTH. TWO (2) CANNOT FLOW UNDER THE FABRIC. SECURE THE UPPER EDGE AND SIDES OF THE
`� COIR FIBER BAFFLES CAN BE INSTALLED IN FABRIC IN A TRENCH WITH STAPLES OR PINS. (ADAPTED FROM "A MANUAL FOR
THE BASINS LESS THAN 20 FT, IN LENGTH DESIGNING, INSTALLING AND MAINTAINING SKIMMER SEDIMENT BASINS." FEBRUARY,
WITH A SPACING OF 1/3 THE BASIN LENGTH. 1999. 1. W. FAIRCLOTH & SON.).
TOP BOX 24.00' 8, INLETS-DISCHARGE WATER INTO THE BASIN IN A MANNER TO PREVENT EROSION. W
--J ATTACH SCREEN WITH -� FIGURE 6.65b COIR FIBER BAFFLE DETAIL USE TEMPORARY SLOPE DRAINS OR DIVERSIONS WITH OUTLET PROTECTION TO DIVERT ;r
s .---_,�GALV. LAG & WEDGE j• +��,�►�� +►�►�tf�r.� CROSS SECTION OF A POROUS BAFFLE IN SEDIMENT LADEN WATER TO THE UPPER END OF THE POOL AREA TO IMPROVE BASIN
.,` ANCHORS ♦►,•i••i •�►•'r••
1 �tttttt ',r"�►,�,,��t�ttt►t TRAP EFFICIENCY (REFERENCES: RUNOFF CONTROL MEASURES AND OUTLET w C.) +
�, A SEDIMENT BASIN, PROTECTION. Z ,
3" x 24" WEIR �►`' tit•!%�'�`±...:%4���►«tom+
f INV. 23.35 *i!*t V. tt t♦ '' �i►lt�t�t Z
I ::::,
�4,.4, A ► t:� ►i OUTLET ZONE 9. EROSION CONTROL-CONSTRUCT THE STRUCTURE SO THAT THE DISTURBED AREA! !ts!t�t *�!�►i►t FIRST CHAMBER SECOND CHAMBER ,.•�"- om ... :" =fit ►�►� INLET ZONE 25% OF SURFACE 25% OF SURFACE AREA IS MINIMIZED. DIVERT SURFACE WATER AWAY FROM BARE AREAS. COMPLETE THE m•715°' RCP I ,P 1J2' OPNG. GALV. OR � N *��l*i►��+ 25% OF SURFACE 25% OF SURFACE a EMBANKMENT BEFORE THE AREA IS CLEARED. STABILIZE THE EMERGENCY SPILLWAY 4 U ;<- Z
OUTLET ALUMINUM EXPANDED ♦tttt♦tt t�t� AREA AREA. EMBANKMENT AND ALL OTHER DISTURBED AREAS ABOVE THE CREST OF THE H �*`INV. 22.30' METAL SCREEN * t+►ti�tti„ *+1 �4, 1 AREA SKIMMER NOTE:
►stt♦ttttt ♦1jN4 SKIMMER MUSTE FLOAT ON TOP OF PRINCIPAL SPILLWAY IMMEDIATELY AFTER CONSTRUCTION (REFERENCES: SURFACE C� e.'"` ;
.. . "IL►►�a�►i•tt1►<i,<<►tE WATER TO WORK PROPERLY, "1� STABIL,ZATEON). �+ G t1" -
I.D. INLET PIPE ��'tt� ttti9<ttt OPENING FOR 10. INSTALL POROUS BAFFLES AS SPECIFIED IN PRACTICE 6.65, POROUS BAFFLES. - © 1'
GROUT IN PLACE 'II. BOT. & IN'ET 22.50' VENT
CONTRACTOR SHALL VERIFY THAT W U
♦•s•. wo..►_.aDL'ti►.� ►�► WATER ENTRY 11, AFTER ALL THE SEDIMENT-PRODUCING AREAS HAVE BEEN PERMANENTLY (yJ 1--+
trtr i•••r•�►,•.`w THE BARREL LENGTH WILL ALLOW .,` STABILIZED, REMOVE THE STRUCTURE AND ALL THE UNSTABLE SEDIMENT. Z �% _ N
~! INV 22.50 lttt�►tttlt♦ttttt* SKIMMER TO FLOAT AT EMERGENCY SMOOTH THE AREA TO BLEND WITH THE AI
AREAS AND STABILIZE PROPERLY U o 5' C;REST WIDTH ; •::
SPILLWAY ELEVATION.
COMPACTED SUBGRADE OR 6" OUTLET STRUCTURE (REFERENCES: SURFACE STABILIZATION). Q , r,+ up
T SEE DETAIL 1414*:.
404
CRUSHED S ONE �j MAINTENANCE
_ 0SD PIPE CONTINUES
SECTION ELEVATION INFLOW '�s�<' TO OUTLET LOCATION �(/ INSPECT SKIMMER SEDIMENT BASINS AT LEAST WEEKLY AND AFTER EACH SIGNIFICANT
=' : co cA co t 1\ OPENING FOR WATER ENTRY 44I�STRUCTURE •, , .. y. m D ! (ONE-HALF INCH OR GREATER RAINFALL EVENT AND REPAIR IMMEDIATELY.
:i. )r ,,' i, RI -�� ' REMOVE SEDIMENT AND RESTORE THE BASIN TO ITS ORIGINAL DIMENSIONS WHEN
DETENTION POND OUTLET STRUCTURE �= ` m t 1Al0 �M1 FLOAT SEDIMENT ACCUMULATES TO ONE-HALF THE HEIGHT OF THE FIRST BAFFLE, PULL •
FLEXIBLE JOINT dr THE SKIMMER TO ONE SIDE 80 THAT THE SEDIMENT UNDERNEATH IT CAN BE
N.T.S. RIPRAP OR EXCAVATED. EXCAVATE THE SEDIMENT FROM THE ENTIRE BASIN, NOT JUST AROUND
SLOPE DRAIN IIII a BARREL PIPE THE SKIMMER OR THE FIRST CELL. MAKE SURE VEGETATION GROWING IN THE BOTTOM
>>>111,� REFER TO TABLE FOR REQUIRED LENGTH. OF THE BASIN DOES NOT HOLD DOWN THE SKIMMER.
EARTHEN EMBANKMENT ��,J)7.1)��»} REPAIR THE BAFFLES IF THEY ARE DAMAGED. RE-ANCHOR THE BAFFLES IF WATER
600X MARIFI FABRIC IS FLOWING UNDERNEATH OR AROUND THEM. c
4
12" CLASS B RIP RAPWITH STABILIZED SIDE SKIMMER SEE DETAIL N
KEYED IN 00.5' OR EQUAL SLOPES i CONNECT SKIMMER TO OUTLET END IF THE SKIMMER IS CLOGGED WITH TRASH AND THERE IS WATER IN THE BASIN, '
OUTLET ORIFICE, CONNECT TO OUTLET USUALLY JERKING ON THE ROPE WILL MAKE THE SKIMMER BOB UP AND DOWN AND U
! REMOVE SKIMMER AND DISLODGE THE DEBRIS AND RESTORE FLOW. IF THIS DOES NOT WORK, PULL THE N
RETURN BASIN AND PIPE OR RISER. EZ .
TOP 25.50' REFER TO TABLE FOR SKIMMER OVER TO THE SIDE• OF THE BASIN AND REMOVE THE DEBRIS. ALSO CHECK r W
OUTLET STRUCTURE TO » THE ORIFICE INSIDE THE SKIMMER TO SEE IF IT IS CLOGGED; IF SO REMOVE THE
REQUIRED DIAMETER 2.O SKIMMER WITH 1.5 ORIFICE DIAMETER �`-'
-
♦�►fir► STORMWATER DESIGN DEBRIS. �+, W
:° c �► I 1 CONDITIONS ® W Z
1 �` SPILLWAYCY CONSTRUCTION IF THE SKIMMER ARM OR BARREL PIPE IS CLOGGED, THE ORIFICE CAN BE REMOVED il/J
3 ��l,� I� 3e COMPLETION. AND THE OBSTRUCTION CLEARED WITH A PLUMBER'S SNAKE OR BY-FLUSHING WITH 4 ,B
Z'* +1 r_ cli
//� ELEV. = 24.50' WATER. BE SURE AND REPLACE THE ORIFICE BEFORE REPOSITIONING THE SKIMMER. Z7 '1
-maw /� iori POROUS BAFFLES IN A SEDIMENT BASIN, THE FLOW IS DISTRIBUTED EVENLY STANDARD SKIMMER DETAIL (FAIRCLOTH) CHECK THE FABRIC LINED SPILLWAY FOR DAMAGE AND MAKE ANY REQUIRED
ACROSS THE BASIN TO REDUCE FLOW RATES AND TURBULENCE, RESULTING N.T.S. REPAIRS WITH FABRIC THAT SPANS THE FULL WIDTH OF THE SPILLWAY. CHECK THE I--I
IN GREATER SEDIMENT RETENTION. EMBANKMENT, SPILLWAYS, AND OUTLET FOR EROSION DAMAGE, AND INSPECT THE (�
EMBANKMENT FOR PIPING AND SETTLEMENT. MAKE ALL NECESSARY REPAIRS •20' IMMEDIATELY. REMOVE ALL TRASH AND OTHER DEBRIS FROM THE 'SKIMMER ANDF.614 -'1- .
TYPICAL SKIMMER SEDIMENT BASIN & POROUS BAFFLE DETAIL POOL AREAS.
FREEZING WEATHER CAN RESULT IN ICE FORMING IN THE BASIN. SOME SPECIAL (.5 74
EMERGENCY SPILLWAY PRECAUTIONS SHOULD BE TAKEN IN THE WINTER TO PREVENT THE SKIMMER FROMco?
NTS NTS
PLUGGING WITH ICE. !-•+
NOTE: SEE GRADING PLAN FOR BAFFLE LOCATIONS. Cl) a
N `M
0.4
P4 (-) Z. z ,
��'�`�����`����� ������� � ��;� �'�������'���� ♦ DETENTION POND NOTES: C4Zr-�, H M
��♦' ♦�� t::::`;;::: • •:::;:::• •;:: ±: A+*A:A: A :�;•:`•�+���♦� 1. UPON STAB L LL ZATI O N 0 F SITE, RESTORE POND TO DESIGN SIZE AND SHAPE. `.1 U tH
+♦� �, ,/A,/ d �AWAVAW���������AWAArA�/�� Il�ArAr��� ��.�,�♦� 2. INSTALL TOPSOIL ON SIDE SLOPES ABOVE NORMAL POOL AND SEED WITH A MIX OF Z
`-, / "/ / �,d�dj IrA5rAWAjdrdrAr�AWj9��r��rrj�/ /�ArArArA rAW4P �I'�% 20% CARPET GRASS, 24% BERMUDA, 20% FESCUE, 10% CREEPING RED FESCUE, AND 0c� �",Y'. C
���♦ �,' /;f'' + + + + + + + + + + + + + + + + + + + + + + + + + + + + ' i,�9, ;♦�`♦ 24% RYE. SEED AT A RATE OF 2-3 POUNDS PER 1000 SF.
. / / + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + #4 CV „,
� / // + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + +
. / + + + + �►�� 3. VEGETATED SHELF: THE CONTRACTOR SHALL INSTALL EQUAL NUMBERS OF THE LISTED
NCDOT y •`,// ++++ ++++++++ ++ ¢� ����� SUITABLE SPECIES. GROUP SIMILAR SPECIES OF PLANTS TOGETHER (APPROX. 10-15
±r• �,4 ++++ ++++++++ + � ♦�♦ POND LEGEND: PLANTS PER GROUP). NO PLANTS SHALL BE PLANTED WITHIN 10 FEET OF THE OUTLET
EROSION CONTROL + + + + + +
STONE ilt111001+++++: ++++++++ 111 ++irFr0 STRUCTURE.
+ + + + + + ►' TOP OF POND BERM SHALL
�►�� BE PLANTED IWTH 4. BOTTOM HALF OF VEGETATED SHELF SHALL BE PLANTED WITH SHALLOW WATER PLANT
ice• . hr • „w rw w a 1 I + + t } + t + .♦♦ ►.♦,41" `," ,:*`�" i ,an�4�i!1 + + + + + + + ��►�� �� NON-CLUMPING TURF GRASS. SPECIES, A MINIMUM OF (3) DIVERSE SPECIES, SEE TABLE.
#! �+» ���r���# ►•►!�#• tr:ll.���44 Icy + + + + + + + ► ���' TREES AND WOODY SHRUBS
;,,r A.,WIIP4.�.A_� 41041P0.40.
�r���.nfl�j + + + + + ��.,. �, 5. TOP HALF OF VEGETATED SHELF SHALL BE
~OP'
r►4 t► • a1M► �►, + + + + + ►♦♦♦ SHALL NOT BE ALLOWED. PLANTED WITH SHALLOW LAND PLANT
J "1�+►1i�.� #►w�1: ,�T •
fi' i�, o; ++++ + + + + �� � BERMUDA GRASS SOD SHALL SPECIES, A MINIMUM OF (3) DIVERSE SPECIES, SEE TABLE.
A 11► �► +�► �' IOW
', .►#�,iy + + + + + + : 00 0♦• BE PLANTED aN THE Licence#C-3641
R. / ., ,w, ,.r ,w ww `► �`���rj + + + + + + ►�� MAINTENANCE SHELF/BERM, 6. THE VEGETATED SHELF SHALL BE PLANTED WITH PLUGS OR POTS (MIN. 2 CU IN) AT
r •�i`�►� *i,►�«�s'��pa ♦♦f �. + + } + ���♦♦� OR THE BERM MAY BE 24"-36" O.C. IN A CHECKERBOARD PATTERN, A MINIMUM OF 50 PLANTS PER 200 SF rr��, flfl ++��
�' * ♦ �10°' OF SHELF AREA SHALL BE PLANTED.
G�lJs.�
,w .w .w .� r + + + + + MATTED AND SEEDED WITH
fi r" #jj� Nw+�►j #� '� ���,� ++++ ++++++++ ILIill + ��.�♦�+ BERMUDA GRASS SEED.
W �tew.� �� "��r `n ♦�♦♦♦ � +++} ++++++++ ++ �� ♦` 7. THE MEASURED SHWT IS ABOVE THE PERMANENT POOL ELEVATION. THE DUPUIT DES. JPN
'1"----6-
► ar �I► a1►� �.�a�r'�• �
a "�""+�►"# w
EQUATION WAS USED IN THE CALCULATIONS TO DETERMINE THE AMOUNT OF INFLOW CKD. JPN
w w ,�t �lrf $�r►��.� + + + + + + + + + + 22.5 -23,5' 50 PLANTS DWAIN&
k r � r ' + + + + ( ) INFLOW PER NCDEQ RULES.
��♦ +++++++� PER 200 SF. PLANTS ARE
iTO BE EVENLY DISTRIBUTED
,# �a. '�.�..�fY + + ++++++++ )101'
+++}+++i 8. THE VEGETATED SHELF SHALL BE PLANTED WITH A MINIMUM OF THREE DIVERSE DATE 06/16/20
�.w ��r .w.,w.,w.,4.,�' .♦4 ++++ + + + + + + + + AND SPACED AT 2' ON.w �,. + + + + + + SPECIES OF HERBACEOUS, NATIVE VEGETATION AT A MINIMUM DENSITY OF 50 PLANTS
#� +rr arm �► #►t .• + + + + CENTER. PLANTS ARE TO BE ggqqqii;�'� Jw# � w#+2 rr * L►."`<rJ ,� + + + + + + + .w# ++++++ } } + + ++ / ////�♦�♦�♦ SWAMP MILKWEED, SCARLET PER 200 SF OF SHELF AREA. s% rr
� ► 49 + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + / �4 • �`
` + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + / /� �� ROSE MALLOW, AND NARROW 0 C+A}
r + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + ��� PLUMEGRASS. 9. CATTAILS ARE NOT TO BE PLANTED IN OR AROUND POND. ` • • '
, + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + , , ���♦ ` .. .•• •
SEE PLAN - �� \ ,/, ,�/ Q y : < t4
��� � �`�• U
POND SLOPES ARE TO BE APPROVED SHALLOW WATER PLANTS APPROVED SHALLOW LAND PLANTS STONE SHALL NOT BLOCK OR IMPEDE PIPE FLOWTURF G LUSH YBRENNIAL WATERFL L QUILL MILKWEED TURF GRASS-HYBRID WATER PLANTAIN QUILL SEDGE�� �� �� ���� ' ►�� � �� ���+��'���� BERMUDA GRASS. POND WATER PO D WHITE TU RTLEH FAD i
-- - �, ,iw,*iwl �i SEE SITE PLAN �����► + `��► +������������� � �+�� +�������� SLOPE PLANTINGS SHALL BE BLUE FLAG IRIS DWARF JOE PYE WEED "0 41••••••• '*''
� � ' EITHER SOD (BERMUDA SOFT RUSH JOE PYE WEED ®� ���y��o®�, •
GRASS) OR OR MATTED AND ARROW ARUM SPOTTED TRUMPETWEED �� ri�► gmggqqtq
MIRAFI 60OX FILTER FABRIC SEEDED WITH BERMUDA PRIMROSE WILLOW SCARLET ROSE MALLOW +
SECTION A - A OR APPROVED EQUAL GRASS SEED. PICKERELWEED HALBERDLEAF ROSEMALLOW
DUCK POTATO SEASHORE MALLOW
NOTE: FILTER FABRIC AND STONE SHALL BE TOED UNDER FLARED END SECTION BULLTONGUE CARDINAL FLOWER
STORMWATER POND DETAIL LIZARD'S TAIL LONGLEAF LOBELIA
SOFT STEM BULRUSH GREAT BLUE LOBELIA C5 .
ENERGY DISSIPATOR THREE-SQUARE BULRUSH STARRUSH WHITETOP
NTS WOOLGRASS NARROW PLUMEGRASS
NTS GIANT CUTGRASS