SW8040301_APPROVED PLANS_20050420

STORMWATER DIVISION CODING SHEET
POST-CONSTRUCTION PERMITS
PERMIT NO. SW8
DOC TYPE ❑ CURRENT PERMIT
APPROVED PLANS
❑ HISTORICAL FILE
❑ COMPLIANCE EVALUATION INSPECTION
DOC DATE 04/Ro
YYYYMMDD

SME PLAN ,
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COASTAL
SITE
5 TE Vi., NSON TO YO TA DESIGN
ENGINEERING
LAND PLANNING
COMMERCIAL /RESIDEN77AL
P.O. Box 4041
wlmington, NC 28406
[phone]
SHEL /111111111111F 00 TH RO)PL� R TIL� IS
LOCATED IN JACKSOl1 MLLE TOWNSHIP - o
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ONSLOW COUNTY NORTH CAROLINA S1 TE Ir o
0WNER= SHELLO0TH PROPER7IES LLC _ % / N a
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SWANSBORO, NC 28584 i ,, m r` L OCA ON MAP
NOT TO SCALE -'
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LEGEND `�..� ------ - - I
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HANDICAP PARKING SPACE I , -- ---- - -ice 1 1 `- _ ��� 1%��i�
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EXIS77NG TREE TO BE PRESERVED
EXISTING SANITARY
SEWER & MANHOLE
l�ipilullt�
PROPOSED STORM
SEWER & CATCH
BASIN, .�
E.I.P. EXIST. IRON PIPE
H
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OVERALL SITE
SCALE.• 1"= 100'
NOT
1. BOUNDARY AND TOPOGRAPHIC SURVEYS PERFORMED BY OTHERS, PROVIDED 13. NO CONSTRUCTION IS TO BEGIN BEFORE LOCATION OF EXISTING 23. OVERALL SITE AREA = 1.37 ACRES.
BY LANIER SURVEYING. UTILITIES HAS BEEN DETERMINED. CALL "NC ONE-CALL" AT LEAST 24. PARKING LOT LAYOUT AND DIMENSIONS BY OTHERS.
2. THIS MAP IS NOT FOR CONVEYANCE, RECORDATION, OR SALES. 48 HOURS BEFORE COMMENCING CONSTRUCTION. 25. HANDICAP RAMPS PROVIDED AT LOCATIONS SHOWN ON PLANS.
3. THIS PROPERTY IS NOT LOCATED WITHIN A SPECIAL FLOOD HAZARD AREA 14. CONTRACTOR SHALL ADJUST ALL MANHOLES, VALVE & CURB BOXES TO 2 ALL STREETS AND PARKING AREAS TO BE PRIVATE
ACCORDING TO FEMA MAPS. FINAL GRADE UPON COMPLETION OF ALL CONSTRUCTION. ANY BOXES 27.. NO VEHICULAR ACCESS TO SITE EXCEPT AS SHOWN. STREET YARD TO
SERVE AS BARRIER.
4. THIS PROPERTY IS ZONED B-1. DAMAGED OR OTHERWISE DISTURBED BY THE CONTRACTOR SHALL BE 28. AREAS COMPUTED BY COORDINATES.
5. WATER TO BE PUBLIC (SINGLE SERVICE CONNECTION TO COUNTY MAIN). REPARED AT THE EXPENSE OF THE CONTRACTOR. 29. FOR REFERENCE SEE DEED BOOK 1869 PAGE 848.
6. SEWER TO BE PRIVATE (SEPTIC). 15. THE CONTRACTOR IS RESPONSIBLE FOR CONTROLLING DUST AND EROSION 30. MINIMUM SEPARATION SHALL MAINTAINED AS FOLLOWS:
a. HORIZONTAL CLEARANCE OFF 10 FEET BETWEEN SANITARY SEWER AND Ian
7. ALL CONSTRUCTION TO CONFORM TO CITY OF JACKSONOLLE STANDARDS AND DURING CONSTRUCTION AT HIS EXPENSE. PARKING AREAS SHALL BE WATER MAINS. APPROVE®
APPLICABLE STATE & LOCAL CODES. WATERED TO CONTROL DUST WHEN ORDERED BY THE ENGINEER. b. WHERE VERTICAL CLEARANCE IS LESS THAN 18" BETWEEN SANITARY NORTH CAROLINA ENVIRONMENTAL
8. CONTRACTOR TO COORDINATE ANY REQUIRED TRAFFIC CONTROL WITH NCDOT 16. NO GEOTECHNICAL TESTING HAS BEEN PERFORMED ON SITE. NO SEWER AND WATER OR WHERE SEWER LINE CROSSES ABOVE WATER
9. CARE SHALL BE TAKEN DURING FINAL GRADING TO ENSURE POSITIVE WARRANTY IS MADE FOR SUITABILITY OF SUBGRADE, AND UNDERCUT MAIN, BOTH PIPES SHALL BE DUCTILE IRON PIPE FOR A MINIMUM MANAGEMENT COMMISSION
DRAINAGE AWAY FROM BUILDINGS AND TO RECEIVING STRUCTURES. AND ANY REQUIRED REPLACEMENT WITH SUITABLE MATERIAL SHALL OF 10' EITHER SIDE OF CROSSING. DIVISION OF WATER QUALITY
BE THE RESPOSIBLITY OF THE CONTRACTOR. c. WHERE VERTICAL CLEARANCE IS LESS THAN 12" BETWEEN SANITARY
ROOF DRAIN DOWNSPOUTS TO BE CONNECTED TO STORM DRAINAGE SEWER AND STORM DRAIN, SANITARY SEWER SHALL BE DUCTILE IRON �U APR'2W�
S71JBOUTS OR DIRECTED TO STREET/PARKING AREAS. 17. EXTREME CARE SHALL BE TAKEN TO ENSURE MINIMUM SEPARATIONS PIPE FOR A MINIMUM OF 10' EITHER SIDE OF CROSSING.
10. CONTRACTOR IS RESPONSIBLE FOR COORDINATION OF ANY RELOCATIONS, AT ALL UTILITY CROSSING. d. WHERE VERTICAL CLEARANCE IS LESS THAN 12" BETWEEN WATER
18. CONTRACTOR TO ENSURE THAT PAVEMENT IS PLACED SO AS TO DRAIN MAIN AND STORM DRAIN, WATER MAIN SHALL BE DUCTILE IRON
RE-ALIGNMENTS, DISCONNEC110NS OR CONNECTIONS OF EXISTING POSITIVELY TO THE STREET INLETS AND CATCH BASINS. ALL FUTURE ROOF PIPE FOR A MINIMUM OF 10' EITHER SIDE OF CROSSING. j FEB 1 7 2005 z
UTILITIES WITH APPLICABLE AUTHORITIES. I
DRAIN DOWNSPOUTS TO BE DIRECTED TO THE STORM SEWER STUBOUTS. 31. SEE DETAIL SHEETS FOR TYPICAL UTILITIES HOOKUPS.
11. CLEARING AND GRUBBING OF SITE TO INCLUDE REMOVAL OF EXISTING 32. ALL SANITARY SEWER SERVICES TO BE 4" UNLESS OTHERWISE INDICATED. 13Y. �U¢J3L3�
CURB, ASPHALT, INLETS, AND ANY OTHER STRUCTURES INCLUDING TREES, 19. CONTRACTOR IS RESPONSIBLE FOR OBTAINING ALL REQUIRED PERMITS. - Lij
STUMPS AND DEBRIS EXISTING ON SITE. TREES NOT REQUIRED TO BE 20. THIS PLAN IS FOR SITE GRADING, UTILITIES, SITING, AND DRAINAGE ONLY.
CLEARED FOR CONSTRUCTION SHALL REMAIN UNLESS OTHERWISE DIRECTED. SEE BUILDING PLANS FOR DETAILED HOOKUPS TO BUILDINGS, ETC.
INDEX TO DRAWINGS DATE.- 2-1-05
12. INFORMATION CONCERNING UNDERGROUND UTIL177ES WAS OBTAINED FROM 21. CONTRACTOR AND BUILDER ARE RESPONSIBLE FOR COORDINA77NG
AVAILABLE RECORDS. IT SHALL BE THE RESPONSIBILITY OF THE FINISHED FLOOR ELEVATION OF ALL BUILDINGS WITH THE OWNER. ELEVATIONS SHEET No. DESCRIPTION DRA141NG No. VI.7RT.VERTORZ SCALE I = 100
SCALE. N/A
CONTRACTOR TO DETERMINE THE EXACT ELEVATIONS AND LOCATIONS GIVEN ARE MINIMUM GROUND ELEVATIONS AT THE BUILDING SITE AND DO NOT BENCHMARK LOCATIONS AND ELEVATIONS I OF 4 COVER SHEET 040027cov
PURPORT TO BE FINISHED FLOOR. MINIMUM RECOMMENDED FF ELEVATIONS DRAWN BY- JSL
OF ALL EXISTING U71L111ES AT ALL CROSSINGS PRIOR TO COMMENCING LocanoN: ELEvanoN z or 4 E>osnNc BOUNDARY & 7OP0(,YtAPHr 040027t o
TRENCH EXCAVATION. IF ACTUAL CLEARANCES ARE LESS THAN INDICATED SHOWN ON PLANS. 1 TO BE ESTABLISHED 3 OF 4 97E PLAN PLAN & PROFILES PUMP STATION DETAILS 040027 sl CHECKED BY.- HSR
ON PLAN, THE CONTRACTOR SHALL COTACT THE DESIGN ENGINEER BEFORE
22. AFFECTED NON-MUNICIPAL U77LI77ES SHALL BE CONTACTED AND PROVIDED XxXX 4 OF 4 GRADING PLAN 04002760
PROCEEDING WITH CONSTRUCTION. ANY CONDITION DISCOVERED OR EXISTING WITH PLANS AND OTHER PERTINENT INFORMATION, WHEN FEASIBLE, TO 2 TO BE ESTABLISHED PROJECT NO.: 04-0027
THAT WOULD NECESSITATE A MODIFICATION OF THESE PLANS SHALL BE COORDINATE APPROPRIATE SCHEDULING AND PLACEMENT. XX.XX
r OF z 1 SEDIMENT EROSION CONTROL AND WATER QUALITY PLAN 040027e 1
BROUGHT TO THE ATTENTION OF THE DESIGN ENGINEER BEFORE PROCEEDING
` 2 OF 2 EROSION COO NTROL N07ES & DETAILS 040027 2
Shsst Na Of
WITH CONSTRUCTION.
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wlmin ton NC 28406 1 w 1 [phone]
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U.S. HIGHWAY 17 - - -- �°
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R/W VARIES - -- - - - - - - - - - - - - - - - - ,
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DRAWN BY JSL
50 25 0 50 100 150 CHECKED BY.- HSR
PROJECT NO.: 04-0027
SCALE IN FEET
HORIZONTAL SCALE: 1' = 50'
Sheet Na Of
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PUMP MODEL: TSURUMI LB2-400
SUBMERSIBLE SEMI-VORTEX - DEWATERING PUMP DUPLEX ` $c
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5 MDS,SZ.9v5 p
SEE SPECIFICATIONS FOR ADDITIONAL DETAILS --- ce
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DUPLEX CONTROL PANEL 110-VOLT CONVENIENCE A
NOTE FLOATS TO BE LOCATED AS SHOWN.
OUTLET ON PANEL
(REMOTE POLE MOUNTED) _
A P
AREA LIGHT TO BE o
SCREENED PROVIDED BY CONTRACTOR m
VENT PIPE COASTAL
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raw YALYE \,
z MIN. LOCKING HATCH COVER NOTE 2" PVC ELECTRICAL PIPE �F «/ „ JCYQ ��
EL.= 39.5 FT GOING FROM CONTROL PANEL TO WET WELL SITE
MUST SEAL BOTH ENDS OF 3. �--
GROUND PIPE WITH ELECTRICAL PUTTY. "
EL.= 39.0 a ANCHOR c
BOLT (6x) _�L - i
ZTW F0?C£um m v
DESIGN
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_ VALVE EXTENSION -� GROUT CIRCLE o�. �` R' „g � = I " U) ENGINEERING
LAND PLANNING
23 � z > w COMMERCIAL /REMDENAAL
2"CONDUIT REQUIRED o' / unsr ACRES sEc orv11 m ! n
DEPTH OF WELL 2"CONDU POWER CABLE ��� �' �' iiir P.O. Box 4041
ELECTRIC { �� Wilmington, NC 28406
10.0 FT PIPES ' 8-1/8-
OVERFLOW �� �-�� �� - - - -- [phone]
(2)-12"DIA. CMP'S PIT l
IE = 37.0 FT 8-1 8" \ ' ; .
DISCHARGE
ELEVATION g
EL.= 33.0 FT n �, os zs 1 4 mn �► a
21MC FORM MM � �a
SUNSET ACRES sECT10
LLA
LOCATE ANCHOR BOLTS AS Fi t \ l w.e.',PG.sa % I-
PER PUMP MANUFACTURER'S TOP
�/ICII/ ai x� 1 1•+ �� + \_ c=rn FccE ITU
RECOMMENDATIONS. I E II �� `N �t �sG �" Yam-
NOTE'1/4' CHAIN N.T.S. .I
WITH 1/4' SHACKELS I.D. � 4 �� , � � �� el � ! � �
\ SUNSET ACRES SECTION 11 i;
I \ M.BJ,PG.60
BASE SECTION �� �� +' � ' ���. > B.45A�� a ,
uFTWT CHAIN 1/4' pI•T.g• /\�� 4 �/ - SEE aXWRT DESIGN SEEiS f
FQRaLwRTRANS t7Yip 7ypL 20 _ AA
��7J0O '.1 Ztal "a
�PRt�E w� I - SUNSET ACRES SECTION L i � r
1D tF 1rCIP AIL SIM M,B.7,Pa.60 & t-_• W H $g
SWING
CHECK I� _ � � 4 � i - - - I t� ♦ tI � e
VALVE - - $ -
IN uHE PREFABRICATED REINFORCED i _ a __ 0 0 0_ o p o 0 0 0 o_o�a_a_ o o a
a
1 g: .� l� es xawrre� .�I. , f
\ CONCRETE MANHOLE ���//�1�CCC _ _ - - - - - - - - - - - - - - �1 -�- - - - - - - - - - - �{
` Nola- os®cwn c l �1 3 ea � y�
116 I Q
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a o i I ��.x y ��p
INFLUENT PIPE 1. Contractor to provide mawaf transfer switch and an outatde - \• d2
MIN. LIQUID LEVEL MUST NOT 250 tads far connection to ' �i ` - 2" ' ""`" o�"Y" i „ � �- 5
aN weoMer, 4-P9 SDP s . \ ------------i----- do `�
24"DIA. CMP FALL BELOW TOP OF VOLUTE partwe yenaratof ---- -{ - - ------ -------------- c�---- ------ ------------------ I 'jI;
w z �` $48 ELF 54 CMP n ;
IE = 31.5 FT PUMPS OFF EL.= 31.5 FTWOtMA�EMMW Fwu Sam) t) "II F 1
(ALSO ALTERNATES 2 Sae mitten pump station apedficatiana for access cower t �' �_ V C !F2F -�- ---------- --� - --- -----------I i r-- W
LEAD LAG SEQUENCE) t}pe and raquiernants - �y � ix olsrur
--� z j< 0
1 l0�pd0.STE{!tN ONI i �� 5 ,F� m I DIbT1AYiWPA - I I 1 �y �•'� kD �I
n O_8 53, m © �
3 Contractor to cow&de power hoatup% requirements -� m
and placenlant of pales, etc. s M C P d L �i�
- so oA�a G ^ ornur - _- - o®uv1�a =_ - ---�- - �� 'I Q Z Z uj Q N
BASE ELEVATION EL.= 29.5 FT 4. Omer to dedda Wm pump hoist removal method -_= x' �yL= _ -__ - _ = _--- --- ----_ f - I cn p
and prvWde necessary equonerht for such. d =�- gs�
_ _
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PRECAST MANHOLE 5. See Witten pwnp station Wa ficatims for of oMef ,��]�y�`*1,me .ti1ry111P-E i _ 5 1D 7E8 -- TC= 4112=-=J _ j 1 c� p(6 Lo Z
WITH EXTENDED BASE °^i S .0NRL` T - ---- < - a
--�- a „1 N W p
9He requirelnentA I I f �o, I O
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SECTION VIEW X6vL a z
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N.T. - a czil�l3n
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50.0 45.0
90' ELBOW 2"CHECK VALVES ACCESS DOOR
2'TEE
45.0 - 40.0 = Q BEAT
- - - -- ----� 025
_ 5 DIA Wl"- 1.2 - A3 - 0R A4 SL A5� �- `«�
2"FORCE MAIN 40.0 R81 T RAI = - - TG J18 = 2 35.0
OUT
'39.5\ wz;- �.
_� E70SIMIG (2 20 IF- 2'CLIP f
1
---- ---- ---- 30.0
35.0 2p fORLF ✓' 1 -
1
2"GATE VALVE ,�
AT END OF LINE
- � 325
PIA P MLET = 320 E= 31. E= 31.7 _ 25.0
30.0 i
2"CHECK VALVES - -
VALV/NG DETAILS
N.T.S. S 0 W TE F RC MIN U DE GM UN 13 N YS M
20.0
25.0 _
15.0
20.0 -
O'_1' s, r^ s, =� cc co CD
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ALONG L>:It1fl81�E E.10SING 11ALBOX
aALOMOT
® DOS11tG 1F OWCAE PPEDIBTAL DATE.• 2-1-05
.75' t7 t7VW ARE HWDRIWT
WHERE REVERSE CROWN IS REQUIRED GUTTER SHALL Co c1 0 EIVIIItC WAM?WU HARZ SCALE: 1I 50'
r VERT. SCALE 1• = 5'
SLOPE AWAY AS SHOWN c.D `'' DVW P0�POLE
DRAWN BY.• JSL
/V W 067I tG 11'EE LASE
1 +00 2+00 -x-X IBM CHECKED BY HSR
STANDARD CURB SECTION �DR40GE 1
�E A PROJECT NO.: 4-
0027
N.T.S. ��
PROFILE LEGEND PLAN LEGEND Nor 3 �, 4
- - _ - - - --- - T T - - - - - - -- - - ---- - -- -

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DESIGN
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—° ❑— °—' 286.31' ----- --!---- —❑—L - 7 ❑ — ii —O IN 40,22 ENGINEERING
2 LAND PLANNING
CfMMERCAL RED NI AL
P.O. Box 4041
ID
� °i Nlmin ton, CDISPLAY AREA I (910) 7914 28406
441DISPLAY AR
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x.2 \ !i 6• 24' CROSS ACCESS EASEMENT
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325.26 tiYo I
EXISTING 12" WATER LINE -- - / 2 2 (:rn rolo N
_ EXISTING 12" WATER LINE p 2
" - p
108" CMP INV. 29.90' 24" R.C.P.
INV.:30.43'
18" R.C.P
_ — -- — —
D.I.
INV.:33.31' INV.:35.02'
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6' HIGH HEAD WALL
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62' 8' 62'
1 1/4- R
KEY GRADING NOTES TYPE `A`CURB 1.5`ASPHALT o
0
TC - TOP OF CURB 1. CONTRACTOR TO MAKE SM007H 7RANS177ON v p
GL - GUTTER LINE FROM /NVER7ED CROWN TO SHEET FLOW /N -=1... 0 SX MIN._, p.5X MIN. �: a Z
FS - FlNI57IED SURFACE DESIGNA7ED AREAS :
7W - 7W OF WALL
BW - BOTTOM OF WALL 2. CONTRACTOR TO ENSURE POS177VE DRAINAGE i �r
EP - EDGE OF PAVEMENT IN ALL F7NlSHED AREAS 50 Of
4" MARL OR 04M REVERSE CROMRI IS REOIIIREO GUTTER SHALL DA 7E 2-1-OS
HP - HIGH POINT 6" ABC STONE SLOPE AWAY AS SHOMN
TYPICAL PARKING BAY SECTION STANDARD CURB SECTION HORZ SCALE. 1'- 20'
7YPE A 20 10 0 20 40 60 W£RT. SCALE.- N/A
N.T.S• N.T.S. DRAWN BY JSL
SCALE IN FEET : 1'= 20
CHECKED BY.• HSR
PROJECT ND.: 04-0027
SIN.I Na 4 4
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m i0 L OCA TION MAP
R48=06'00••e i 470.79• �- 132'
NOT TO SCALE
oj'
ICI % 62' 8' 62'
V4WWW� k�
TYPE "A"CURB L5"ASPHALTCOASTAL
0.5-V MIN. 0.5%
- - V! z \\ SITE
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out_ -! �I �� 'i ' \� ! MARL
��° DESIGN
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TYPICAL PARKING BAY SECTION k��a �Np" R'"�
LAND PLANNING
COMMERCIAL /R£YDEN77AL
�- NOT TO SCALE
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p P.O. Box 4041
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AR11 IEl NS'1RI/ D W ENRUNCE
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6
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} � -�- � � �_ n 29
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it > 1/ ' �� l "Ol �' �� J n dioul 1 be wed t0 m afto m ft *€�
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TVP �I PP fDrIK
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w WHERE REVERSE CROWN IS REWIRED GUTTER SHALL or
a'�eear y m ty�(�nt�rol p it � Zp
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l - / I /' � 1 SLOPE AWAY AS SHOWN b�
z l y 1 m / 9.5' LOB t3 o' / c Vi Z O ME FWIECDON
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Proctks &S2 W ;
m z o 7� � �, V//
l i m' ti !f Jf Storm sees Not borkrs of sit firift m Moda and aE
r ' (' cn °�\� "' / �y r grow►rsr ore to be carabuctd to nap 212E
�o - _ TYPE A pmad sedit "M ent"I Me storm sow wetam.
� m ° 3� i i i �� �n
N m ( = ! I / ' , c N.T.S. O ProcDm a4fAaurAn°N
� z
C cfl / / �/� Z Tl v, d be bootd at tM dDxnabean and of
4
"'I'"'y'pp°e to p°(a"t sa'"r.
j J , \
UNSET ACRES SECTION II D \23
4 Pro CONSRWWN REND STABIITADlW U
rueuc RaNO Ipm reochig g�e ad ut Halo bean -�i `0
C DO
IN I Icaurad of 4 stem or
l She aas-secHa( dow m MeP1dr� Oa a = Z uj o 00
f
- J ,r ti/ redw ermbM ad dod anq Ma tmands of 6Wdhg y N
UNDER aacn ��pp o
T, MINIMUM
L �lYQ.
Sfactke 61 20 ` V N Z
In" a Raefim &sf v Lu CL 0
_°� /r/ �{�yyy� p� /��/�E�� /yy� 2•-;r _� SZ.'1 1 G 3a"RE 5 F - _ : / , W O Z SILT FENCING ILA HE PLACED ALONG AGGREGATE VFL CONSmUCigN a O 2
Extsr we Ea^acP 1 ExImnG N ou DD AY OF FOC£MAN NOTE: SEE NMRAl1VE EMRµ(,`E, WIDTH I]
._ -- _ 205.23 - D FOR NIX DETAIL O
12'mNINl1N AS REWIRED m an Z
- �a=F E!z� TEMPORARY GRAVEL CONSTRUCTION Z Z ajPV
-o II Irv. E -L o rnS / VIE\
20.00' I
I of 2 110�_N I, m `\� CE ENTRANCE/EXIT DETAIL 3
�°P boor �. J .. i
SUNSET ACRES SECfIO 5,' ' Practice 6.06 -
' M.B.7, PG.6D 1. A/nMmlam f0 be ilepeChd eOeNy ad after my/ails
TP 4., \ `. \ N.T.S. owt and noodled repass mad/ imadlahlX
/ Palm rod o' E'OPRQUE FEN / Q ,
} t9C Doi, s /mdmf S t fo Drn6cs Dpadlg;RLer sbucbve M be
1 ~ I 1 /. - I 2�k s o -CLAss A'BUFF PZ $/�11mt to be daald mt dlm Me 1a1�Of a06nart
J
�{I 82.44' s3,6 a \o` 0 2. u.E.PER
I 1 _ � \ a `' ' zl, cNaad N ascaa satr abme doogn aariooe no knger
\w\ / SUNSET ACRES SECTION II pX
:o e1 � A� III tO/Ott by any
F.mdV $E� S
M.B.7, PG.60 HIf
j G 1 N�wa Foce and
'm�a°i�',''r`cER 0.45 Acres ai - • 1
IF �'I ��fl trN E [u \. ' , old prOt6Nm to be Apained m Pleaded to /Marlton/ a Q
i W_M \ TOTAL AREA DISTURBED = 1.47 ACRES S °°�
��a mYm'" to \.' - SUNSET ACRES SECTION II 4. Al seeded mead and be mdldied and re-ceded
�_' c
"D c� t 1 �I � p NI 3�no o no o6, j 1 n \ \ _)
O A,.., N�� '- > M.8.7, PG.60 m neONBaYI.WOpdilg t0�prodded t0
p i 5 zsr ! fl s m° oy<nA I camel �� ( , I Illaiit�l0latdal mNlf.
070 �� �� j �!'^on `t SILT FENING TO BE PU1 ALONG STREAM �� ate
BANKS ON BOTH SIDES STREAM TO zc osuE.PER , SILT - tf•`�" .�
" ob . NG - FENLlIC TO PIA ALONG 5 CwtracNon mtrann to be mafntailed h aMh a mans m to
PREVENT EROSION INTO STREAM Mac,vG.Eo
+ - - - - LY'TS OF oVUFBANCE LEGEND �t ia"km+lg beoDns sR° ✓ ; /
=70 m 1 aRer
O I. .o'6Tl. : - - -- - - - - --- - - m�N 4(s.3�s
J se -°-O- "_U_ -�-"- o . ., -T 'T�i-o- ' o- - a.I, 06 matatd/�I "I' onto
p I c a ED 6 wn - - z `! PROPERTY LINE � 04 voehed
"oQ - _ - - - - CONSIMXTON Ld
-
1 �. `°^� cC ! 14 I em , DISPLAY AREA - - - - - - - - - - - DISPLAY AREA - -I - - ACCESS EASEMENT LINE Sp�IX£ Q
--- ---- - P 7 -------------------------- -- I 21 CONTOUR LINE do ELEVATION 1. dltah of Film and m and hold
-- ------- --- --------- ---------
-
33 -
° -
-JOHNo. sTEVENsoN °a= GeR` g d c _24 Ac�srASENCMPr NO WETLANDS EXIST ONSITEfor i � � (pape- imoontaaPoey"prior°0to°�'ycaatitinandiPgmyrai
26 W R an . II"{i stde-allt paring M and ifN/II
*011101111111
A s W W _ \ I -I I- 30N DRAINAGE EASEMENT~ '+r D.G6.953. PG.479 " _ mT '- 7 i DISPLAY I I I �N o 'I •ry'
z z.. `7- \
_____ __________ __ ___ ______ _ _____ $, r _ I imtal QDtel QsatNCDan fnl/mmd
m - -<e i 4 ape _
S.EI✓ENON - p 3 ® _ - 5 I I i R I I Da1U6UCU0rI�i 60ei Imt4 A'rp iYd prDtaCfkML B.� nd histo an dom an
3 PG.4 9 � I I u'�m `='J9 � I DSPIAY ArtG � A� I I
bum III ledill
ro�/ah m�la rm�iila
cT I T p p PROPOSED DRAINAGE PIPE 5 i o�iisw rnai� ouratrui Affi* brtdgq
y 2 ,1 DRYE I .SG'
ad J � any atadrp>ti(g o/Pmtmid and toped
Imi i T n
352 FT DISPLAY AREA an LIMITS OF DISTURBANCE g �ytd efatlan and draimm eIRldPeeR
dM
DISPLAY AREA mad etaM
4 i x'I D
ROAD NTH CURB do GUTTER � aatletpo SUM mplans.
_ ,T U p 7. Filal eatd Han-madepd ufbRter a�ad
y L=- - �� �� i j - ® RIP RAP OUTLET PROTECTION �7 v am vhas bu/dng Is N
ID �n 'a2.46' cy ORNE X4a92' ME.E6,Eo �• ~ C A C�N�LLE\ ^ -J_ / �1 - Y
s a ! I -I __. f3 _
v
- - - - -- - - ------ , 8 Al - ad kll ad se6nant Danbd Prodkm oer---
I g ._ :�1 -. A ON L'�7 D1SnAYAAEA T - y I E.I.P. EXIST. IRON PIPE Q
I I �2 dnl J I B 2' Ld
N,PG.J6& a rlj4� -�E%I .8'SANrtNtY SEWER _ �� m = �s _ I I , L COma d .lordly and offs any I0i1161 ad m
ry
\ a - - s �~ ECM. EXIST. CONCRETE MONUMENT d DaPnpisflm Of oambucGaC tbe roadway Is to be pored
1 _
i t •. -- f-- ry6866.PG.68C� .86 \ -z T I y a Aa15� -cF w,,.,,Y.{�s. ilY1N1[PF Aft dodo tty
f /y..r
.- 548.06'00 474 -. :. 5.20 N I'y �` IM �famaMd� ti bed
FF< az: a „�gta ESN m DRAINAGE ARROW ivm
yen `- F� odPlal
Exi 4G 12 WATER LNE t W IfI1I�
b c ESbTIVG 12` T_R LINE `Y
n
cola retortion
n .azcE MAo+ pnP - ! INJ 3s9c _z4 e_ _ - - �� SILT FENCING ��/1�� �NA�pN��/-2 �_ IMJ.30.43 •.1 [ J'. 9E J NEILIAII�C RM
SILT IBM Ill BE PLACED A M
IYTS OF O1S11�lANCE 1. �t� fo be setablihed In accadawa dM
E%bTING 9 tR of 4B`RCR a ��_
2 m ESwaim�and&I SIntend �Co}n�trol L Lamamft( aft and
� •I 3 P l � N dO1.IM1 0.1f1 NYAIIL dW i1Wl 2
N .iT FEIR/N11 �MIL`PNM4Y[Y.YnG \\ v\ A C5
OA N.G6S'�RFr�_� :
LIIIS OF DtS11.WBi1NLE Z
S7tNaRY DRAMA DESM C�OAfWATKM W
LOCH RINY!QFF MET & PPE DE9!G'�l �
NOTE WELL: 1. ANY AREAS ON SITE WITHOUT AC77VITY /N A 15 DAY PERIOD FROM 7O ACRES
�� PIPE 71ME OF CONIC MIN.INLET FLOWN INT DISH. RIMGRATE GRATE ELEV. ELEY SLOPE DNA W. VEL DATE.• 2-1-05
POINT POINT ACRES (L) (I) Q INL OUTL MIN. IN. cLe. fp.s.
SHALL BE TEMPORARILY STABILIZED AS PER 7H£ SPEGFICATIONS. TIME NME TAME Eitl up ezvAm
ANY AREAS ON 97E WITHOUT AC71WTY IN A 30 DAY PERIOD A. A.2 0.00 .I84 (2)-40 5 - &0 8.6 27.76 39.5 - 37.0 35.5 00025 12 1106 39 HORZ SCALE. I"- 40'
SHALL BE PERMANENTLY STABILIZED AS PER THE SPEGFICATIONS. VERT. SCALE. N/A
A.2 A.3 - - 64 STORAGE BASIN 39.8 39.5 31.7 31.5 00033 24
2. THIS PLAN 70 BE U7ILIZED AND REVIEWED ONLY /N CONJUNCTION A 3 A. - - 256 STORAGE BASIN 4O2 39.8 325 3t.7 00033 54 - DRAWN BY- JSL
WITH THE WRITTEN NARRATIVE° WHICH IS AN INTEGRAL PART OF THIS EROSION AND SEDIMENT CONTROL PLAN. B.1 B.2 380 790 (2)-40 80 - 60 29 277:4 - - 3O4 JOO 0.0f00 72 45B.9 124 CHECKED BY HSR
J. ALL SLOPES SHALL BE 3."1 OR FLATTER. NOTE: PIPE SYSTEM A IS A CLOSED UNDERGROUND STORMWATER DEIENAON SYSTEM. STORAGE /S ACHOVED UP TO THE INVERT PROJECT NO.: 04-0027
ELEVATION OF THE TWO 12' OUTFALL PIPES STORMWATER IS PUMPED FROM THE DETENTION SYSTEM TO THE EXISTING STATE
4. EXIS77NG TOPOGRAPHIC DATA PROVIDED BY LANIER SURVEYING STORMWATER POND. ALL PIPE TO BE ALUMINIZED CORRAGATED METAL OR EQUIVALENT. CULVERT B IS CONIECH UL7RAFLOW. PIPE
COMPANY, 239 BRIDGE STREET, JACKSONVILLE. NC.
40 20 0 40 80 120
Shoat Nm Of
SCALE /N FEET : 1"= 40

Constriction Road Stabahan Pffff"Mt
aim sidanuon Rude
*Wmwtim t am - Cou&WUM SpwdRwtkw *WNW I all - Sys&weirs 0P S wAxiaon 16.41 - Caatruenm SpoAcatbns SF �r6.62-
1. f7ew roamed Grd asea or d 1. &%see that the a8yafe far the Hbr and rprp helot the required Rot W 7094S
prkiV esgdaff n, roots and other Seamed Requysments and raft shown h too pan. Compact any HI ngo vol h Be stiyaEa to l.11se a syathetk Wr fatrk r a pervious&hest of pal)Prop)Meq n)ho,
2 F material.
construction /aloes the norm&omtous o/the toots & �� t of vegetation dam not be attempted an &too bot an madiable the dtWty of the asrowA ft Undisturbed material. Low Gist h the
to shoIpproprids sal Ushers (Tabs 6.i14 pow dohaM amcmbatal an w irtrbed sal may d o be Mad b the Pd)eofe r Pal Jteb lMe shkh b w Qho by too mawloctsw a
ft is posabla overimd lam, r stespnst of abpe wfi mosues have boon ratan to correct g�. Y ihaeoeig euppllar a d o tl i inlaid ray shwa h rash 6.6211Liffm Syhtlhetic
a Locate pakig area m 6at row n am awlable, K Mom tsar Usk ahaAd o f 6 a dw of
ray h d uschoro oco stouction to
NPeJmt �y � °1p fx°W°tns 2 the r�np and gavel Htr moot conform to the spect8ad radg twits
Yates far*dwp but gww*not ma m 11m 2 ro 3X To mahtm a goad stand of vegetation, the sal most moot cartdn mbkwn &loan an am pfru provide o rah rV of 6 meow of eaPceted usable cahsbuc8m 9b of a
4. Pro *4XII and&mart acew ruroR to shNe rear by uvq neprkrnmta as a rw8h medum The aide ft ad ahald hat those aftekx d Filter dWk ohm wool most meet is and be twum thatofin oats or 0 to 120 F.
eater bar r h wets(RekserNxs Rwon Control mws rt} WWAV r0 btb wadam 2 Enure that posh J b hoer hoot rw eitlrr 4-w darts phi, U*o
S Keep cuts ad His or 21 r /otter for eddy and staWfty and ro - Dvato the-rolud(sit ad thy)meteht to mahtah odoWds r 4 a f pkdV oano�pkrw over y hoar andom that
a�L33� ft atrs to kin noddmun kngtlh d 4 ft Nan COASTAL
hdAabs rota wwriant of tgetatim and mahtmahw. moisture and mWot apply aallabla water copodty of at lent.W P Pros faser*e yr hoM
a *rod a 6-bath awso o/ABC•crushed stow away over the fir wkvh of hdht fitter o 1 inch of sd� yr spin atwah% ispkm this eBs �cift of l It n 3F ikor14 gar or armdrd mum sh s hbig use she s, r8h a
the road and am ffi to avid doprsalans - %M*nt pre apace ro pww& root pebbotlan. 4. gauge and a nnmeihrrn mats pacing of 6 ksdhes.
7. Moore sepop awe r aeaoondy set areas must be eats& fatal - SufBdmt depth of ad ro Wodde w adequate root ran. The dpB to rock m01 l bar.quipmarht but bdce as.. ro avid danagig B. SITE
mAnAw dabs r gaohwft hhk dab belts plwfg Me am"stave w hpemtbk km such a hahipans should be 12 lichn r morq amp w 5. Rine mhhxm vd of the*W&held be 1.5 tines be ma knum stow T�For Sedlo nt Few Fabric
OwHoo 6.81, 9ubarhecw Oro4 &epee steeper than 21 where the add'8m of sal b not baabk. dawtr. FRAME AROUND
a Vepetate d roodoWe 6hhrl ark Iles rid oBe dshsbed arms w - A Mitt"Of rage her plot twat usv*QD 65 6. Rprap my be red stone r rough quarry stow R shm/d be hrd aWW, FN�ertkoudo E y RoWhiments �r %S*UW D E S I N
otherwise epprop Wy staWbe a sew a pat b carplete (Refiranwx - Freadara from k W roofal &=I nl sboww,, hogs dolls of eafh r bah or highy ssathr-mobtmt end nl pooled rem - l y yyr 1.5 MAXIMUM enplT
Sishce SabxmftZ my khd pads and staNa may be hft an dopes steeper Ban 3:i n they we a Owsbud the apron an taro rode alt h no otrrd at the and Nan the op S� ot Ex6o 30 0 61 h (mho) WOODEN FRAME
I provide appropriate sedineat canba metres to prevent off-We to be h)*Vnsdad of the row at the desttrsan ell Imes with the was r tl �ryy its-) h� n (an) Y LENGTH SEE N,ymeDW FOR
ENGINEERING
aefnmtatlon n any of the abode mtero as war aver-is. n the exbthg sal b rot bow it 110°l"'g w�1i Y SCptSr 1 - a3 gal/ape n/mh (rah) MORE DETAIL AND LAND PLANNING
,Uddmmw won dares, shelar r ad* to tooter vegetaft-apeckhl anendneh as a Ensure that the Wm h lropely dpsd with the rw"V sheath owl iO Coriolis pfS f the tdnnt harrie or drodad ebrgM r intro sbrio V SPACING; a TE�� COMMERCIAL /R£57DEN77AL
hpeet co sbucfim rods and po rhirg rot pabdedy fir corhdton of rop ked ihe sal wndtimes described bdw may he ber eflaid or, prohoably straight tlraghwt no k gik n a one is roofed to a &te spdhefk star Aobrka
sriece. Tcpdaw with nos god w needed puck rood dlclhw and other prekfft toped may be applied h awwdew dlh Radice a04. Tapsa6* cwMlanq pace ft In the Wpw wcfkm of the apron. Unsure that the height of the w*Mint Arm dew not aceed 18 hdha above GAGER EXCESS P.O. Box 4041
seeded rot Ar rwkn and ssdmntobw offer non-prodacilg rains. 9. hmedatdy offer cosbuc8a6 statift d dsbrbed areas with wg&kWw Me rand enlace, OW Jam may kapoud aakrmir o/motor suMahort to ti10 FAMtG Wilmington, NC 28406
Yantah d vegetation h a hedth.K vigorous candor Sediment-producing Sol t (NocBw von, rawarry Snit ad ail, Pennaunt Sesdlg� owe Ask" of the abudae.) AT CORNERS 9
improve the structure r bahago chrmtonloft of a wit the Nshtaunw 910 791-4441
awe ahotrd be bsuted kmrdat&y. Aiowkhg material nary be added These rnandhsnts*MN any be awsary hpwt rp w eetlat sbudww aftr dCawer t be d ja fabric fan a ea m ne s rd war ro too 9w of too
wihre ads how lrntotions that moles them heavy rain o sw t any edam nand barkr o avoid johta who joists am nwxwGrX aeasdy Asbrh too Hbr
bar/a whha e i(see aree Ma 4 in Um �gwth r for Hs a bow the*M has role place r n stars hoe been 111 11;ed cloth ally d a appart past with owd p to Me not pat a
j hmedrMy mate d needled ngwh to prevent ArOw damage 4.1Pport stmdod abwgB Hier hark by sin mash Ahmed ssargly to No X e
N at lead I kich hang
� ApW�o t� os'gym mat post MParn mow� p8K a his aim Extend the side of No�dre� ro Me bottom of go &wWL
r peat hsmrs, d tom Aesh-watr stares. Rat dhadd be ahodded aid
cwdhmhed h starers phw for at fast 6 mantha oftr awvatos GF
aMhe a oleo mesh lahas b wad posh a madam d 8 ft apart $ gg
FowX=Gravel Omenctiva En Sand-doan ad fw o/Loh mataiale SL*W posts shard be dhm sww*h the grand to a mhhue d 18 N MIN. Z � g
CE i sae - TO INEWCH
arabwdbn S N�furd rode ad has of k*subtlaues 6Xdv sbegth Htr hbrk with 6ft�,w-•{ dam not wire mesh rCRtsNED MaaNE OR 01
O wed aWNne-mar colt maser not ealtdhhg wan a oats of afw r appall toles $repro r efe Blw I/tar A tly to trCWAC7EM SM jb
1. Char fw Inheres and rat rw of al vegetation, roots oW oar awdvet- lee a/stows and akbrts Add 8 Q 0l 7.Eacavote a bandh ryprrmrotdy 4 hdhes Mods ad 8 dwp fag toom*111io mole material and property pods it rotted each 1� nmOg^ f0proposed Hs of posts and apdope fonts the bonier(6gwe a82a} W J O
2 Plea the gaud o yr apsafAo gads aid fmamka&ham an The pleas and S Iudge-Treated sewage and iadmtrial sL*w am ovaiable h wow Arms a a8 kIH tin bndh with oanpocted sal r god pktwd over the fltr _ F
snhaoM R these&had&be used try n owardahw with boot State and Feder&
I Rovide dolop to carry rdw to a seaioant top a odw a ddit anTkt P Fabric ft km protection (Tmraww) a0o not ottorh Hier tibia ro obfig bow FLIER FABRIC: � ►-
OF
4. Use got habrtw because Hwy kWm sfab/dy of be hondeff m in r°plafi0us *wfflwttah J a51 - Cosbue8ah *aWinuffm Yahtanrae Nr P LPERVIOUS I OR DROP INLET 1C La t
IowFhs�jed ro sepge r NO water table �eesa L Aar aptlstlC Idrk, use a pantaus&tot o/npfar payeate r eth)trs hoped sedwont know of kart woe a reek and aRr awh rahfd. rake my E1NnitNE rAroN ExtRA IMTHDRO GRATE VS `
lobteanw Use the key to Prmanent Slo fg 18ahrw(Tubb &ifb) ro select tar mat 1vn-olro abrgfh (50 tb/1 iw h nddnum) -that cantairs ab'ovtolet my nWhd rapafa imhedat&x s1RENGIN ( 6o Ps Los) at
Nairtab be h a co adUm to prawat mud r sefinet fan pprooMe seealhg mi turs band an tw gnrd ads a l manteaRe hcia , odspliftNate d Fohk a�waupo dtl paaus bare usde Shedd 8s pioc of a eminent low c urlop,l y 0 doDeaw r herons "NI TORS AND
Am t� g
yod pod i°°v*h9 A hbq or aPocla%, kxkK*V sebrrtbBe naves rd draoelrbda, b rivets °d0pe°t r�prry Pod �Y 6s used flit t ads vakmar kr tin uNMMTats ANM sTAMMfgxs ISOMETRIC VIEW ty� Z gg
too anstrucfkn site ft may m*ft periodic topdatig with 2-k h etoa Short-term app6cadw a n mat be nipbad nay 60 da)s necessary afaoas
After each nobfist hapect any structure used to bap sedmnt ad dew N h tpewed sat 2 LLt hark from o canHwmus rd to ainhdo johta net nth ad to red= m the Adcs. arch cam to amid u dnmhhg
a Fr stein use 2 x 4 kuh rood(prefrred) r apuAaowi metal with a ft hors �aiwnan�e MFABR/C DROP INLET PROTECTION z
out oo nor ins < b to public
snow d objectianmh matriola spied sear p pe.sr mhiam bgfh of 3 It Reeve d Aroc g motwW and instable sefmat dpo&b ad brig yr ass
wanhed r barked onto puble roodsaX �ahwed aasery ��b w�� Peewe ks6a 4 *=stakes natty Grand fw prkttr of too Nd a mtkmm of aft hard stabire ft oRr too aonbEafhg &ohW era has hem property PRACTICE 6.51 O N "
L w i d ara6r seer dam Ile adaebee y d ark the kWh#h PwL opal, aid sewaly fit taro into the Stand ppatiner&Y 18 hdrs dap.
parlors leay by wDivisionsMrs hdwsre d Agsameo d S To provik neafd stolift to too kstddla% taw wl�l 2 x 44-" wood N.T.S. Ld
t d d g
k8s sup ffinu s nob avlan wd hbea - sob an abbe toed the awt or On overflow,area at a mookow of 1.5 ft above the 1631
aeddh Mtgh arty a-', - d adwwhw Niw or haw MfM haves a P s too bottom 12 iheihsa o/the Atvk h a 6sab aW barrli the 6snch km ant sill
No gA1 d asfy hs MOM f a ors b he t do doe,by Motlh at hat 4 kwhes of crushed star r 12 kxhw of sal
1f � aawa d sod yadlna ReMg a sot dry 7. Fasten kirk ssarsay to Me ddoe ad Tama Jphb must be overlapped to
a10 -
Caapbte godor beAaro praprhg seedbeds ad bald d go next staks.
Well , rr d b&aw d ewsrk hat ells t(h.w w w fifer
ea.dsaw red a.w eeeda ear aches.(Larose elk eesgh Ron} a the top o/the font and fabric moat 6s fief bdw Ise grand alevefbn foam
control a win a aloft waterwape and basis Yhin¢e sops fan vro fop fret o kwp noon fan b)pwakg the hlet M may be
because�seemed prpvofkn a68TauM and hagat ft amob hood. � w neotsay,to buld a temponmy As an the dam tope side o/too structre
n wie become compacted drhg Faft baveur, M m ro a depth or 6-8 bow tyd-e.waq soy seer 1-11/2 ftwe" ro prevent b)pme Am Mdwbl ton WM the sedeet pod may be used
ueig a rjpe horse, a chisel pow. M9
Seeded Repaarim a. mo-MMp&/an d to-lo-ro(r w asAldoUafterJ B Sdmnt Haab
Good seemed propamfian is wend& to suaassaM pant eeta6ldmant A good Mr yuxs exNss wD loot s/ws d s s to(r w agdvrwy �t hf �barrier po each rain ea main repair of ado at J
Reeve seainent fan yr pod owa a raceway, ro proide adequate &togs O a61 - Cm*wflan a vi 00
seemed b rd-gdwlnd hies ad wKomL Wwv h)6wea ft metlrds an **aw ad Awwo ethy,ad I-ssel.Iles me by 4-6 been d d � for tlp�rots. Tan are not to dvw r wdrmt the kbrk ddV �// � =
wed Be surface may be left wiB a move kregda surface of Irp dads and y dug r eAM gems wives, Drab edit)a No esefer wild 1.SRe prwomvos-pea, rub and strip taped fan ass war on
stagy sells a 4,war ad a yes M e AV^bar WkM Ww the contrbuHg &plugs was has bm oda*m*sta!d not rmmt d edoYsmet to reeve irm vegotaBaL roots ad other objscBemhis mid rd w w R V
Linbg - Apply lme accarft to ad test maoam medafbna n the pH (oddfy) motariab aid my watdh saineot arid dpose of them papsdX Brig ibe Delay owing the pool area ung Me dam Is complete od awn remove brusk o o a Q.W 2
of the ad Ise,not hho an eppBwUm of poundogksdhrd Rmatow at Bs hb.pse,arks emrdh b Awfi a act a I as 1 Ofabed area to the prole of too dap Not and smooth oW compact It bgw ad otter abjecUarWs matrkls to ficitote wainnt deewt �t co (3 cn
rote of 1 to 1 1/2 taw/acm an west-tortured wh and 2-3 tots/acres o a,ga b.eared hevhaoam y bwq y ye far am soup bar a APwWdot&y stobits d bag awe wound too kdet Sta'kpie d tgtol r ad wntaWV rgmk matter far use m too wtr y j � a p O
floe-textured ads b uaudy wRFdet ApoIy Hrratme wHrmy ad soft sews oust(dy.Ilw st aQ ar h r bad rprteer ass &rl of too eh6a aknMnt t0 bcitate vepataBLe wtabb§hmInt Plgce tenpavy, _,
k wrprab late the bP 4-6 bars of sal Side with a pH of 6 r higher rah assert waver Eswdoat red hob a leafy hooted eeedW set tsar met went canbd meal res baby the bob a needed O S O =O
Fedor epkdkn rotes an ad tests Minn those om not need not be&Md how andii!y li ambodo rant Cut too ba c h ro stabb sd motwK but h no wee make R �h Z Y 2 Z
8 2at-on 6IndrEucoab a cut-off bnc�h dung the cet"rie of too era 6
apply a 10-10-1 grade fop W nr at 700-jOW b./ate. Both and hose tkan 2 ft deep lw at-on bsndh most artad into both abubnrab to of � rJ I Wime should be kcarponihol into the ^¢
seedr let used dp not mbr awd mdtheprd8tor macro Um 30 y _
least Be devaban of too river art Make this mhhwm bottom Wft site 2 2 m
araagh to permit Mato
sW of a of tionhe ea wrt steep r H met but h no ate ti to
�rwugAankg_ n recant sage operations have resalted h a bee let rem 2 ft Hake sk/e Ova ash wi for be a s staepr aW be bonch dry C�lL t Z 3 W
srr/acR akivand raugAshhg not be nquied except ro boat ep hogs ��9 aW 11ao apsraf7aw erhbanknharht K t?i o
t-Tate A/material fan too approved ate dim an too plan n 0 a �
dada n rabid woos the ro became safe&a awls& love ft sho dd he dam mhaet w4 fes of= vegw�a8 rats and otlw are v O
jail fair fi seadrg w ds1ostospol roan& I on ash& a oche suitlore s motft (Pr 4wfflwft1. ��tda contra prac8as and ob)sctkmdh materiel Scary Grow an wihkA h bs placed helm pknk6gy W
&OX SrrAm a"spar than xi m Ifs wntar belag sesdig (Radios measures; In accordleno with Br approved wdretoUm set bal plm adcn
h ball r a n r makfin,gtwredtsd�o be
haM R
2Rwww good tope) fan Grew to be raded and lied, and preserve ft for b too oat kr proper co pocUon. Pk w 0 material b 6 o 8-kwrh �.•`••�{(N CAR rrrrr�.
Ssefg Not o D fir sea b 090" yr rowing or al avkd ate. cwhdoue la)es over the retie kno or tls M raw ad then compact R �•� �O �//, '�.
In hit& wkh eSdoct an ady T*om or�alal su mhr mkhn from r ad Tabh af0 ears f° Dry Sods' Comte Plait Low to Ysdim-Cos Lwro IS=*teas to be tapsoled to a"*am depth o/2 hrhes bd6re placing Compaction any be obtakrod by muthg on construction haft apw;mant over
too 0 w that fine etke srkw of each bygr is browsed by at bast am
Aol Spedw - Cetjaedegroa - Rob - 10 20 b/an(wed) r 33 bar/«+m (pligs) taped alp tke 604 rbe Wad wheal r had back of ar _ =
Seeding dohs -Not - Am (S}srigpig ad be dam dwo* Ady where subs,b 4.l7ew ad crew ro be lied ro renrve bseA vegefatah roo46 ar otlhr wry a devotion
i r i compactor be used 8 ET q4 � SEAL
atiabie for pnigafion.) ob*&na*nrtriol that would~ Me pdwhed stably of iw AL
t to an dettbn 1RS highs tBhmm the gn height ro I-�_ CEtJlpt - Q
EE yvea ppfy seed wing a cydme swr/er lNoofwstj fit w#wker wade, Sop arieso onto - Apply Tim ad As trim accwdng to ad test r apply 300 Union that M maorial b has of bosh, rublikk rode, logo stumps �'-I
w h)tfaseedr the sewing rota given h Table aioa-610e 6Yeodcwt awdhg b/vas to-fo-ia bddrg oeirk rd o0w matafals happimprfah for wm&wfhg stabis 4.Cmdun piwaye-Swxrely,athdh too rkr ro fine bard r bard stub to y
Ns. make a wata*t structural cor micfkn. Seam d crm cUorn betown bar& !yq�
Grid hyaasfg are aporeprhte for step &epee whre equpmet corm be Speigghg - Plot aprkp b oven o fb a batter-boa �O NQ�E • .�`
�aplmfe or am" d t1 h net to ones&9 imbes h Birineea aW carpal too sectrs by ap watartllght aterOw Pow The brad ad rbr on a
dives Nand broadawHg is not rota momfi d because o/the *Marty h broadcast by bad l0)sa rp v��•
adhbvig o w8am a66butim. Sind WOW should be pknfi d no more Ban 1 Fwwa&odd be 4-6 ihdhes dap and 2ft part Pow about 2 fL apart as 4 rot of stow as
sal Do not use �i
s byes a mood to rodeo woolo& a%xvA setdamet a otwr noted pervkw material such COMPACTED FILL OR r
irrh deep and groves od legumes no more the 1/2 iwh Broadcast seed must h ft war with are and at r above gaud kvel (Rpm 6.11d a mind nowt r au&rd slaw w bads rand 8r ppe r antl sep GRAVEL EXTENSION
he covered hoarr rdhg r doh ad Ion tightly Hnahwd with a role a Broaalmt ot rotes sown ebovq ad prow prigs h tlhe oY 1 1/2 rNiha o/ 7. not hoepaote fma material r 94 mociA w Nghly car ronlik w6rs Pow Me IN material card ft ppe epiway h 4-hrh AWm a l OF FABRIC AND WIRE
crntbodar. H)drwaedsd mtrhrd kick do a wand Hw(cd*w)march. ad me a dolt set sbdgbt so that prep we mot bmuot back him tar nhatariab into Ill depot wmpmt ft under awl card do pipe ro at And too sane dewily a too INTO THE TRENCH SEE NARRATIVE
t,� &Do set place HI an a farm hrdatin due to powSM aftW raw Grid adbodt arbanlmet Caw most be tatm not to robe Be pipe fan Hm contact FOR MORE DETAIL
ise use o/ppaprote mulch wi hob sears establishment war moots& NTH _ Ferf1�0 old ifs haandatam wiherh arhhe
dr opo pipe bodAhourwh s
1 "taich - Do not n tliz way fir- 20 b/tag nibogn h prig wiB no 9.KaW ad other wtw came)vux mwarss five of swinnt dehg Place a mhiam deptlh or of ed badkli ova tlr ppe p/way ISOMETRIC VIEW FILTER
corhdtlas ad b eaInfkt ro ase6lg suaoea under harsh at oandta h plwplrrus. Ovilpadegw r tort talyde high pH r ssww ArHaar d Ply o/d Prrwt befits rassih9 ft wftA oas6vevan squipmnt Maw yr river h pow by FI��77��RR EXTENSION OF FABRIC
(Pradiae &14, Nukddg� Harsh site cndtana h*& /Mande seeps r prigs wco nhrsd�cowbuctfo h accardace with
wnaots r oBr safkoctay means to p/evant fbtavon h no apse ahadl tlhe FABRIC
-waft h hl for whlr weer(wood Ibex nwbhw are not wwNradaysd ( ) ewiadsnInt b INTO THE TRENCH
mefwdt RocNoe a81, Ash Pipe am" be kelded by arttig a bench tlragh to fan CAW too BACKFlLL FABRIC AN WIRE Q
odepate tsar this use) iabk a11t - Seeding Not 5f1' tsar M6I-adhsd Sally Loans to Ay Saadr Los 1LPenwraatly stabize d graded aroa imhedatdy,after Hindqa�M1gg b a MINIMUM Ir o
-elopes staspr then 3 t Ndhtehaue mnpated an each Gres h ft graft pan. AA*tw*wwy star >Irb even `uE�gm7' d Boo am9m7'�Y h wdrbrbed ad. no THICK LAYER
-aew&vely,hot r dry waotlar Seaig ono tars rho chant&epwal are atbd ro too eoatfd opratm or enaryeacy piway OF GRAVEL 1MRE COMPACTED - WIRE
-adtrse sde(ahor d r woo w h7gh h say r aatd� ad SOdes Rats �s an d gaoled arww whin sack h ro be htwWtwl a ddw far 30 � wft �etr� �ad 8'MINIMUMGRAVE FILL MUM =
-am mcshfg oarranboted low w/s orxro Bahbrot lb/500) 12.6rsre tfat taped ataclpleq baron asaR and apd Grave as eeapsddy ��pro f_ n soeairmt-odw w�ots to ft � V-TRENCH� -
n too ow to be maddwd b s bjwt to oncenbofed sater800, a h choa&$ Ssiaw protected fom earn with ad red stabimtlon measron kwk4V _
maw mulch rMh r effhg (Prattles 114. NWddrg) Rwoff
Bho smhdopot f0 �mt �g � � as x ext of ft ral Nwvw od Outlet to kgxvw b tom&W offichincy(how 4'MINIMUM
Gadm mNd 10 ) 14•MINIMUM
Uddwmw 7Eio&au wnbd-CasfuM tlr structure se flat the dehrbed at is
Peradwlly&sale d graded aow and Be agpr4g mien and sefnatatim mhialnd Bost&rime suer away horn bane ass. Compete am mhboamnt ; SECTION
Soft two cmkd par attics; aprJdy altar heavy rahAoi: - moos d behxs The aan a dead. Shbits too anegecy enbrranet ad d
1. owe a naol alaperO1Co Is d°8�ed °f"R ar1°'O wfahet tam dw&ma ad otlhr tar-&PMd practices. n aehwh r P�� •n ® SEDIMENT FENCE (SILT FENCE)
2 the common Brwrdsgae arty an kdated On stag ft cmmat became a pat bar eke war, rmpaf ahem fawheedwi&x prompt mhebre,arw a&cal raded arm ofte. al
Brmudapat may be replaced hrDh 5 b/oar odripwlgws b&hre try became soilka d 94111w is m owwff l pot of w eRactve ASoloty-SediroW boom may ether dOde ad cm be dmgwvja Acid
Soft faros - Apr 1 - uy 15 radon OW sefonfatim contra Plan. aids and Anse o l male boos with wankg so" toP Practice 6.62
,able a10o - lonporwy,Ssefg RwwmndWm for Late M6tr and E7bo"pW
Sd a ervim fib - Apply how and fatal r wwrdng ro sal leak r apply isl)C Fdw d elate ad bard npdrnets NTS
SSv*V mbfow 40 b/pas gar&agkdtrd Hm ion ad wD&/tag 10-10-10 kiti(rer Nabtemw
Spsdw- Mrwd hpedna(Kane b Pkdnant ad Coastal PlakkM triad sefrhant ba&a bRr perbd o/sigrAmhf nraR Remove sedmInt and
Rote(b/ears 1 Aq4)�4000 b/arrtwi8�a Comps rtra�w a•aphalnt war of anotlw sullable mrdL thee be bah ro Its w*W dnNnsbas w he w*wt oomx*dw to aw
OW arwd kwpodem then akrstkn of ternpray over b not to extend hrAM oadivark1g; tod A des wM Nadler aid
sbd�htbam�a a� t epiwa)R aW autd ibr owlets chore ad kNpect Be
amexbmtp- Fdwwrowr dkm of ad toots r �� Idowig Apr. with 50 b/axe rribggm. Rpwt Rem toa ove ant os pphg and setwnet Nde d wawa od�kmhwiat jL
Suit �pfy z000 b/ode Ndstrwace - RehrHito too Remove d borlh ad oihr debark tam too rker and
gaud agrkadhod Hnestone aid 750 6/sae 10-f0-f0 krtihec w 9wM roqukas Nay be moved any raw a year Mharo a neat ppmahoe Is
irola mu�ch 4�OO N todswfA ft with
b�by� tx1rdot can lMne� dais& aril arkw and raw w olio a weds
Hold ue - nI nu pwth it not h/y ads"& Rwad rdefite Tdb ally- Swfg Na 7W ibr. Asa-fined phansk LbwM Pkh N01E
Grid m&dh hwHobley,hlwbg saber or over damage. Seeing Mfrs OETA.S SDMW ARE T1RN".V. OF NSTAIADWS REOtM BY RE Err OF 44a(STI M E
Spdss - Cemhm - Rote (I bAOM ft) M MT Oafs Nor ROWT TO SHOW ALL WOW CaY57RU 7=DETAL.% BUT
Table stab - Temporary Seatig Racaoaherhdotlans for Sumer SoftColas - Cm"PI sApr- ,kdy RAW SOM AS A PDE RE OMRACrpt IS RE996W FUR AOEt W 70 ALL
Xis mhfam Sd esndnNnto - Apply how and fwllitr aarrafg to sal total or pply QTY OF 44CKSDI WU AID STALE CODES AAD COAS1RUCAQR STANDARDS
b/oam} 4; 40 6/acre gaud agrho 8mwhw ad 50g b/aro io-lo-io krfiasc
SeaSg dabs-Coastal pWir Apr. 15-Aug. 15 NJdh - flee loft exa&tar aaatth& or odw effwft cwwssi flop material
Sal annowmis-Fa6w reco mwdo0ma of wl taws or ppy zwo b/aro to sew the bottom of&hands ad ditches. the big aboard mtrW above Be Moir 11111211,
agrkx turd lmartor ad 750 6/0" 10-10 ion krfiaa NOW calculated depth of lies On &hand aide elope abase Mir wfglht ad
OWSW CONTROL LETAMS MD SPEX AWNS ARE AS PER M 'E]OM 0
Appy 4,000 bloom straw Ann war*w by raddg with apwlt netf ag h*w"w not requkiag fah mq"qx ppr 4,000 b/tam gob abw AD SEgENT CLWM RAM1G AND DEM WMAO OF DE STALE OF Z
w a mulch auhakg od A dot wiM bbdn set nary straight con be used ad wxbw strain by skpHg nettkg ow the Laµ NORRI CARLiNA DEPAR11E71r OF ENNKNIEMr AND NARItA INOL'
a fg a fix" oacha tod AM od mdsrbg materials must be air - toe wash do skpa where they ow
Ndnterare-RahrHGr n form is not Arty iMISpi Ls. Ressat mkrHM ! LATEST ED/RON PRACNE MNAM RM TO IM NAWAL w�
ad as" humeBatdy,/a m org elon aver damage. Uhiena w mMw of 3 moo Is mood for estdOmmE hpect and CWiRACM IS REFONSIXE FM"TAM A CODY OF TMS NAMM
lepr,mach f".011" t Refrtft the W"Apr we 50 b/pas ad-97E AND BMW Bur ALL S,PFIgWM ARE FAY M NIH rlE
Table a10c - rmpaory Seeing RewmnwWdkn far Fal nI L STANDARDS AND S'E07C RM 9KMWt N DE NAMM AND W 71E PLAN
Seafi+9 mbfurs
$ /acre ?20 Ww o Appw*a02 for botanic& names HORZA 2-1-
Saft data - Coastal Pain and Pkdnmt- 15 - Da: 30 M?r. SCALE. N/A
Aeyugg VERT. SCALE.• N/A
Sd a anolvi nts - Fdw ad tab or appl tam b/exo Wound optattrd DRAWN BY. JSL
Hwstar and tow 6/we 10-10-10 hrfimr
Oft- Apply 4.000 b/bore shoos Anchor straw,by twOV with
d ndfh& ora march andhwhg od A daft with bldbw sot nearly straight axn
CHECKED BY.• HSR
be used w a mulch aaaka g tar.
Nahtwwm- Repair and refst1w dmmged am Immadat* Topbees with 50
-0027
b/acm d nature h Uwck n M is to exted teryNrwy ova
bs)wW Ara 14 owned sit 50 b/ (Phdsunt and Coastal Roh) PROJECT NO.: 4--
Sh"t Na 2 of 2
,

NOTES:
1. BOUNDARY AND TOPOGRAPHIC SURVEYS PERFORMED BY LANIER NOTES PROM PIPE MANUFACTURER:
SURVEYING COMPANY
DEW WHAACS LME 2. THIS MAP IS NOT FOR CONVEYANCE, RECORDATION, OR SALES.
3. THIS PROPERTY IS NOT LOCATED WITHIN A SPECIAL FLOOD HAZARD AREA 1) ALL ELEVATIONS, DIMENSIONS AND LOCATIONS RISERS AND INLETS,
PFE NUM SHALL BE VERIFIED BY THE ENGINEER PRIOR TOO RELEASING FOR .
COMM TO ab-M e• lE= Ja4 ACCORDING TO FEMA MAPS. FABRICATION.
SIM DRAKE PFE.&11STALL �Pvc
4. THIS PROPERTY IS ZONED B-1
8"PIC 45'BETp +/- 15 LF OF LY \ 15 Cy a I RFRAP 5. ALL CONSTRUCTION TO CONFORM TO CITY OF JACKSONOLLE STANDARDS 2) IN SITUATIONS WHERE A FINE-GRAINED BACKFILL MATERIAL IS USED
r PIC AT asx sm \\ EIS L5 FT DEEP APPLICABLE STATE & LOCAL CODES. ADJACENT TO THE PIPE SYSTEM, AND ESPECIALLY IN SITUATIONS INVOLVING COASTAL
EJOSw8'PIC DOI 61WAM 6. CONTRACTOR TO COORDINATE ANY REQUIRED TRAFFIC CONTROL WITH NCDOT. HIGH GROUNDWATER TABLES, CONSIDERATION SHOULD BE GIVEN TO THE
L>7wI OFAEMEC1l011 TO OE USE OF GASKETED PIPE JOINTS. AT THE VERY LEAST, THE PIPE JOINTS< ❑ ❑- - ❑ _ -�-�- 0 �- Z CARE SHALL BE TAKEN DURING FINAL GRADING TO ENSURE POSITIVE SHOULD BE WRAPPED IN A SUITABLE, NON-WOVEN GEOTEXTILE FABRIC TO
ABAI�SM OR REAM DRAINAGE AWAY FROM BUILDINGS AND TO RECEIVING STRUCTURES. SITE
x �x
ROOF DRAIN DOWNSPOUTS TO BE CONNECTED TO STORM DRAINAGE PREVENT INFILTRATION OF FINES INTO THE PIPE SYSTEM."
STUBOUTS OR DIRECTED TO STREET/PARKING AREAS. 3) ALL FITTINGS COMPLY WITH ASTM A998. DESIGN
A `\ I 1Y15 DISNRBMll£ /q B.- CONTRACTOR IS RESPONSIBLE FOR COORDINATION OF ANY RELOCATIONS,
RE-ALIGNMENTS, DISCONNECTIONS OR CONNECTIONS OF EXISTING "
�\ C 4) SYSTEM MADE FROM: 72 0, 3/4" x 7 x 1/2", ALUMINUM, tOga., ULTRA UTILITIES WITH APPLICABLE AUTHORITIES. FLOW. ENG/N G
PEEREERN/N
x - _ 9. CLEARING AND GRUBBING OF SITE TO INCLUDE REMOVAL OF EXISTING LAND
ING
CURB, ASPHALT, INLETS, AND ANY OTHER STRUCTURES INCLUDING TREES, 5) MINIMUM COVER HEIGHT FOR PIPE DESCRIBED IN NOTE #4 IS 12". COMMERC/AL /RE57DEN77AL
\v 1• STUMPS AND DEBRIS EXISTING ON SITE. TREES NOT REQUIRED TO BE P.O. Box 4041
CLEARED FOR CONSTRUCTION SHALL REMAIN UNLESS OTHERWISE DIRECTED. 6) CONSIDERATIONS FOR CONSTRUCTION EQUIPMENT LOADS MUST BE TAKEN Wilmington, NC 28406
x 10. INFORMATION CONCERNING UNDERGROUND UTILITIES WAS OBTAINED FROM INTO ACCOUNT. SEE DETAIL H, PAGE 5. (910) 791_4441
\' (2)40!F LENGiNS OF 72•CLWIEOI uDIA-Fi.O AVAILABLE RECORDS. IT SHALL BE THE RESPONSIBILITY OF THE
7) CMP IS SUBJECT TO MANUFACTURERS TOLERANCES.
�' \J CaMWIED gay PPE N7H CQr8 MIED CONTRACTOR TO DETERMINE THE EXACT ELEVATIONS AND LOCA710NS a
x ALLNNB.Y WAMILS& INNGNW OF ALL EXISTING U P,LITIES AT ALL CROSSINGS PRIOR TO COMMENCING
SBVC ,
D NERARDS LK TRENCH EXCAVATION. IF ACTUAL CLEARANCES ARE LESS THAN INDICATED
ON PLAN, THE CONTRACTOR SHALL COTACT THE DESIGN ENGINEER BEFORE SPECIFICATIONS FOR ALUMINIZED TYPE 2 STEEL:
PROCEEDING WITH CONSTRUCTION. ANY CONDITION DISCOVERED OR EXISTING °
LUZOFDISIU✓BANE THAT WOULD NECESSITATE A MODIFICA77ON OF THESE PLANS SHALL BE C� OPE'
\ \ BROUGHT TO THE ATTENTION OF THE DESIGN ENGINEER BEFORE PROCEEDING THIS SPECIFICATION COVERS THE MANUFACTURE AND INSTALLATION OF THE �-
,' CORRUGATED STEEL PIPE (CSP) DETAILED IN THE PROJECT PLANS. O
I WITH CONSTRUCTION. Z I�
T c X 11. NO CONSTRUCTION IS TO BEGIN BEFORE LOCATION OF EXISTING
lN/1SOFpSR,r81ANCE � a � ; � / � MATERIAL:
S UTILITIES HAS BEEN DETERMINED. CALL "NC ONE-CALL" AT LEAST THE ALUMINUM COILS SHALL CONFORM TO THE APPLICABLE p� 2 411
54i°O O" .,'I r �I 48 HOURS BEFORE COMMENCING CONSTRUCTION. REQUIREMENTS OF AASHTO M 137 OR ASTM B 744. CS
6 .4 Ian £ 12. CONTRACTOR SHALL ADJUST ALL MANHOLES, VALVE & CURB BOXES TOUNfIS Ba
F' - { FINAL GRADE UPON COMPLETION OF ALL CONSTRUCTION. ANY BOXES PIPE:
WI t
> _ THE ULTRA FLOW SHALL BE MANUFACTURED NTH THE 3/4" X 3/4" X 7-12" $
DAMAGED OR OTHERWISE DISTURBED BY THE CONTRACTOR SHALL BE 8
re _ \ i�, _ EXTERNAL RIBS IN ACCORDANCE WITH THE APPLICABLE REQUIREMENTS $
\ REPARED AT THE EXPENSE OF THE CONTRACTOR. VI y
13. THE CONTRACTOR IS RESPONSIBLE FOR CONTROLLING DUST AND EROSION OF AASHTCORRUGATIONS
M-196 OR ASTM B74SHOWN
THE PIPE SIZES, GAUGES AND U $I a
E)oSiNG N?RANDS LIE _ CORRUGATIONS SHALL BE AS SHOWN ON THE PROJECT PLANS.
15 CY a 1 RFRAP PIPE OU11E75 DURING CONSTRUCTION AT HIS EXPENSE. PARKING AREAS SHALL BEa
1.5 FT DEEP E- Jao WATERED TO CONTROL DUST WHEN ORDERED BY THE ENGINEER. ALL FABRICATION OF THE PRODUCT SHALL OCCUR WITHIN THE UNITED STATES.
14. NO GEOTECHNICAL TESTING HAS BEEN PERFORMED ON SITE. NO gill
E70SiNO ,yMg B WARRANTY IS MADE FOR SUITABILITY OF SUBGRADE, AND UNDERCUT HANDLING & ASSEMBLY:
AND ANY REQUIRED REPLACEMENT WITH SUITABLE MATERIAL SHALL SHALL BE IN ACCORDANCE WITH NCSPA'S (NATIONAL CORRUGATED STEEL PIPE
BE THE RESPOSIBLITY OF THE CONTRACTOR. ASSOCIATION) RECOMMENDATIONS.
NERAADS N01E 15. EXTREME CARE SHALL BE TAKEN TO ENSURE MINIMUM SEPARA17ONS
IDTAL NETAUIDS 10 BE DISHRO = 8W SF(a018 AM) AT ALL UTILITY CROSSING. INSTALLATION: J
SHALL BE IN ACCORDANCE WITH AASHTO STANDARD SPECIFICATIONS FOR HIGHWAY
16. CONTRACTOR TO ENSURE THAT PAVEMENT IS PLACED SO AS TO DRAIN
BRIDGES, SECTION 26, DIVISION II OR ASTM B 788 AND IN CONFORMANCE WITH cn
POS111VELY TO THE STREET INLETS AND CATCH BASINS. W Q 00
THE PROJECT PLANS AND SPECIFICATIONS. IF THERE ARE ANY INCONSISTENCIES 0 F= Q in
17. CONTRACTOR IS RESPONSIBLE FOR OBTAINING ALL REQUIRED PERMITS. OR CONFLICTS THE CONTRACTOR SHOULD DISCUSS AND RESOLVE WITH THE z a 0 N
18. THIS PLAN IS FOR SITE GRADING, UTILITIES, SITING, AND DRAINAGE ONLY. PROJECT ENGINEER. IT IS ALWAYS THE CONTRACTOR'S RESPONSIBILITY TO FOLLOW
SEE BUILDING PLUS;aS FOR DETAILED HOOKUPS TO BUILDINGS, ETC. OSHA GUIDELINES FOR SAFE PRACTICES. O o 3 z
19. AFFECTED NON-MUNICIPAL UTILITIES SHALL BE CONTACTED AND PROVIDED
20 10 0 20 40 60 CONSTRUCTION LOADS: z I-p
WITH PLANS AND OTHER PER77NENT INFORMATION, WHEN FEASIBLE, TO Z►
CONSTRUCTION LOADS MAY BE HIGHER THAN FINAL LOADS. FOLLOW THE S p W p
COORDINATE APPROPRIATE SCHEDULING AND PLACEMENT. O
SCALE W FEET. 1"= 20' 2 0 J Z
MANUFACTURER'S OR NCSPA GUIDELINES. a z o
c Z z y�v3i
INSTALLATION SPECIFICATION
nO
OFI E A-A Pf 110FILE Q 3
PRE-CONSTRUCTION MEETING k"
45.0 _ 45.0 PRIOR TO INSTALLATION OF THE DETENTION SYSTEM A PRE-CONSTRUCTION p
STAn 1+66, 1 MEETING SHALL BE CONDUCTED. THOSE REQUIRED TO ATTEND ARE THE
STING HALT CEN RUNE CRo Nc TA 0+ .00 CEN NE OF TOAD SUPPLIER OF THE DETENTION SYSTEM THE GENERAL CONTRACTOR, SUB EX f V. = 4 0
EX. EIEV. _ .1 CONTRACTORS AND THE ENGINEER. ��.�``'� H Cq>?�''�•,,
40.0 _ 40.0 FOUNDATION/BEDDING PREPARATION
_ ORRUGA TED ALU WINUM CORK IGATED LUMINU I SEAL
HE IDWALLS & WNCVALLS HEAD VALLS & IWNGWA S PRIOR TO PLACING THE BEDDING, THE FOUNDATION MUST BE CONSTRUCTED TO 025483
A UNIFORM AND STABLE GRADE. IN THE EVENT THAT UNSUITABLE -S
- INVER OF PIA = 3O FOUNDATION MATERIALS ARE ENCOUNTERED DURING EXCAVATION, THEY SHALL ''.,��lyF'VQINE •a c'
(BURRED 1 FT BE REMOVED AND BROUGHT BACK TO THE GRADE WITH A FILL MATERIAL AS
APPROVED BY THE ENGINEER. ONCE THE FOUNDATION PREPARATION IS 1+�_
35.0 RIED 1 35.0 COMPLETE THE 4 INCHES OF AWELL-GRADED GRANULAR MATERIAL SHALL BE
I j7ECH
& NGW PLACED AS THE BEDDING.0 "
_ 1
- (2)- 2' CUL BACKFILL is n
30.0 30.0 THE BACKFILL SHALL BE AN Al. A2 OR A3 GRANULAR FILL PER AASHTO m a
M-145 OR A WELL-GRADED GRANULAR FILL AS APPROVED BY THE ENGINEER N �_
(SEE INSTALLATION GUIDELINES). THE MATERIAL SHALL BE PLACED IN 8-INCH
LOOSE LIFTS AND COMPACTED TO 90% AASHTO T99 STANDARD PROCTOR
- - EX771NG 12- SANITA TYSE - DENSITY. WHEN PLACING THE FIRST LIFTS OF BACKFILL IT IS IMPORTANT TO
INVERT 2112 +/ MAKE SURE THAT THE BACKFILL IS PROPERLY COMPACTED UNDER AND
25.0 25.0 AROUND THE PIPE HAUNCHES. BACKFILL SHALL BE PLACED SUCH THAT THERE
-- IS NO MORE THAN A TWO LIFT DIFFERENTIAL BETWEEN ANY OF THE PIPES AT
ANY TIME DURING THE BACKFILL PROCESS. THE BACKFILL SHALL BE
ADVANCED ALONG THE LENGTH OF THE DETENTION SYSTEM AT THE SAME RATE
- TO AVOID DIFFERENTIAL LOADING ON THE PIPE.
20.0 20.01 MINIMUM COVER
BACKFILL SHALL BE PLACED TO THE PROPER ELEVATION OVER THE SYSTEM AS
OUTLINED IN THE PLANS. MINIMUM COVER FOR CONSTRUCTION LOADING a3 Y
NEEDS TO BE DETERMINED BASED ON THE TYPE OF EQUIP-
MENT THAT IS PLANNED FOR CONSTRUCTION. PROPER COVER FOR w
115.0 15.0 CONSTRUCTION EQUIPMENT SHALL BE DETERMINED PRIOR TO THE a
PRE CONSTRUCTION MEETING BY THE ENGINEER. o it
z
c
W
2
0 + 00 1 + 00 w
O
0
O
Z
N -
W
CG
DATE.- 1-19-05
*W..:-SCALE.• 1 - 20'
ART. SCALE' 1'- 2'
DRAWN BY.- HSR
CHECKED BY- HSR
i
PROJECT NO.: 04-0027
I
ShortNm Of4

L OCA TION MAP
4'10N48'D6'DD"E 7�r
NOT TO SCALE
- _ -- STORM DRAIN DESIGN COMPUTA77ONS �'�
TMP•• LOCA71ON RUNOFF INLET & PIPE DESIGN ��
- .- TIME OF CONC. MIN, RIM/ RIM/
FROM TO D.A. PIPE TNT. OISCH. ELEV. ELEV, SLOPE IN. CAP, VEL.
POINT POINT ACRES g� (L) INLET FLOW DESIGN (1) O GRATE WA It INC. OUTL. MIN. IN. al.s. /,p.s. F'kWt4r �°
� J
TINE LIME TYME ELEV, UP DEVDOIW die' '
.f A.t A.? 0.00 3.84 (2)-40 5 - 5.0 66 27.76 39.5 - 37.0 355 0.0025 12 18.06 3.9 y
.. : y • ' y
A,2 A.3 - - 64 STORAGE BASIN 39.8 39.5 31.7 31.5 0.0033 24 -
- - r A.J A.5 - - 256 STORAGE BASIN 40.2 39.8 J2.5 31.7 0.0033 54 - -
- -- -- aAaxsaN.••
NOTE.' THIS PIPED SYSTEM IS A CLOSED UNDERGROUND STORMWATER DETENTION SYSTEM. STORAGE IS At7NE1VE0 UP TO THE INVERT
ELEVATION OF THE TOO 12' OUTFACE PIPES. S10RMWA7ER IS PUMPED FROM THE DETEM77ON SYSTEM TO THE EXISTING STATE VS z7a MG ?�
STORMWATER POND. ALL PIPE TO BE ALUMINIZED CORRAGATED METAL OR EQUIVALENT,
W
p w kC
__ '--11- _1 •O y 3
PLANNED EROSION AND SEDIMENT CONTRaL PRACTICES -
,.. O F 1. TEMPORARY GRAVEL CONSTRUCTION ENTRANCE
as ' m z riE Practice 6.06
4 S m PUBLIC ROAD Shouldge
N Tim i G t the r drom an rand erosionwlIt bey. 0Controlled with bdor streae away m
gT°S i �- ,y mfyE practices. Owing wet weather It may be necessary to cosh
d• __.. - N truck tires at thew locations.
2. LAND GRADING
-- Y _ 5T' l'...-•- M.05,4ZoVYS3 \ _ Practice 6. 02
TM kICKtiESS . Cut
mould slopes
Unl she to areas as flan on ethe
xcept
: '. r. _•--""�• :' .E6'G6 < 2" 3" COARSE Pions Cut and fill sl es shall be 311 or Flatter ex[e t
AOOREGAIE where specifically I nM i�c¢ted. Care sha i l be token dw i ng
---
......._. r \ F N A¢. RECEIVED are Itlen :;?ad of to preserved existing eeE that
F
RAVEL CONSTRUCTION Inntl grad) activities not to tlpiWgf 1 tr'
� � a NOTE: SEE NARRATIVE
.. EMRANCE, WIDTH S Ifgi be
• ;B �_JJ -. , /Jii �et4 .�--=+�-�� � OR MORE OT 12'NNMIUY AS REWIRED
s'F' a SEDIMENT FENCE
mn ProcSedi 6.62
q
OILI� . , E NAR O 2 � Sediment fencing should be installed as shorn on the
ENTRANCE/UffC'� 4' _, CE Plan, to delyetempord protect oettancis
va and Specified
sary areas, -
-- i ' iN o C�� Practice 6.06 pprnevent mi9 any
graded�Interiry or ¢rsesefrom eroding onto adjacent
i to
f 4 P
/ tie DWQ
m N.TB or Now Hanover y Erosion Centro persomel. Y '� near
> rTl �y any ^'_z,:•= ? !
f /���? //�� • y g g
/ / + z R� ) OlL2-¢1 t¢ntls or roatlray, a� into inlets, or Central
directed b E Ire
• /- zy9 Coun
z \ _ �" a l LEGEND IP 4' INLET PROTECTION
(/) O S SF"r = \ Stern serer Inlet barriers of silt font leg or block and
O� Tp� Z as, a. irr� - ,' ag `!• A 'i o ��� PROPERTY LINE grovel Inlet protection are to be constructed to help
0) N`) _ a o �u $:r Gr prevent sediment from entering the storm sewer system.
1 fTl Z cNA� Oa= �9 ' r t' m w - - - - - - - ACCESS EASEMENT LINE QP
W' n '" _ / C O Practice 6.41
5. OUTLET STABILIZATION
U ors �� �8 1 _ - zg %'; (n U) 21 CONTOUR LINE & ELEVATION
Y' 1 Ttl P �i i' fTl C Rlprop aprons well be located at the downstream end of
r- o�7-� < y I�;' • • N . all discharge pipes to prevent scow.
In 4 P / .� T i 1 v n FT1 a I- 30' DRAINAGE EASEMENT 6. CONSTRUCTION ROAD STABILIZATION
Practice 6.80
Z N Upon reaching final grade antl after utilities have been
T�0 x ;" B� 23 -O
I t ° G7 z D installed, rontlrny areas are to be stabilized by placing
ILL
UNSE7 ACRES SECTION II M n sub-base course of approved 4" marl stone or 6' ABC, as shorn
aJ -_ •. _ _- I I In the typical street cross-section detail m the Plan, to
J _ 7 reduce erosion and dust tlwlrg the reminder of but ltllrg
L.�C PROPOSED DRAINAGE PIPE construction.
ITIN i r>'Ij �)
C i i -','I ,� m m � m as LIMITS OF DISTURBANCE SB 7. SEDIMENT BASIN
tf�i, Pract Ice 6.61
8 --
The doSediment Basin is to be a prinucSetl First (see
•i • if 'ti° ROAD WITH CURB k GUTTER Construction Schedule) and 's the site. YD Practice sto
i
,•Jq : �J4 -, �- .S �- prevent sediment from leaving the site. Detailed dealgn and
- - .wTE.INA D ` ,� ,�,, '" CA- - sPlll•ay configwatio_ns are specified in the CALCULATIONS
X„ s - RIP RAP OUTLET PROTECTION be
pF duringnsedimentation function <r not installed) unti Iked
i34 '\ 13 .._ / 0 P SILT FENCING
TO 0 PLACED ALONG ® tS Y
g14 sr Pe -_ 8 I I I rdZ FORCE MAIN converted functrm t stornrntw management detention /
E.I.P. EXIST. IRON PIPE
i entire watershed is permnen stabilized n is
!� converted o permanen
S o -
Tn€. ® \ \ m E.C.M. EXIST. CONCRETE MONUMENT 0' -1"
2' -0" 0' -1" 0' -)" MAINTENANCE PLAN -
r 20.00' -4.5" 0' -4.5" -
gO .� DRAINAGE ARROW _ /Z" R -
�' �' \ 2 1 L All reaewes to be Inspected weekly and after any rainfall
X� e`v+Tic �� nN i" R event and needed repairs made Innedrntely.
t t SUN ET ACRES SECT70M:SL
41.ON I ''. S M.B.7, PG.60 2. Sediment Basin to be cleaned out when the level of sedi mint
.e N -.fie m5 mw.w \\ \;� ! 1 , 4• R reaches 5.5' below or I water
above
opening. Riser cerno Lon er M
42
.sT ttY BLASS' iE fEN '/ [leaned if excess rater nbovr design fwFrcl no larger
-� CLASS"A" 0. Ern 1 ns proper 1 y.
.• . �� Y \; �'- 3. Sediment to be removed from on agates when the are
. .' a., ` :� �.,:..,o� xs E,nw ZI I Y Y
R2•H' - K �`L-,-.- < \ \ X. ,Pc.m / o nPM'ox irately 50'L filled or setlrnent level is within t' of
SUNSET ACRES SECTION II q o ' top of state bank.
M.45Acr .60 I • o Inlet otectian devices when IL becomes 0 5' des Fenced
m 4. Sad Imwnt to be removed from behind any SI It Fence and
g v
W'0.W.E.WR /
y .o'Ea 1. 1\ xN.v.Pee 0.45 Acres I rn 20 5 i ! N o; and inlet protection to be repaired as needed to maintain o
R " Q oa j t s� TOTAL AREA DISTURBED = 1.55 ACRES SUNSET ACRES SECTION IT -- ! barn ter• - eded
---- -- u i 3 a' S & M B.7 PG 60 I I 5. All seeded areas shall be fertilized, ra lched, and re se
Y, 0 specifications provided, to
,_` I i .75" as necessary, according to
O-8� r Nge -p O �\ /?_,• .♦ maintain a suitable vegetative cover.
U ,$ - 39a• In q <Q rT 8„ .rp _ - _ - - - -_ xl'P-W-E.1� _- - - I WHERE REVERSE CROWN IS REQUIRED GUTTER SHALL
I m :f p `. n.e.z,PD.W I I
y Mlve -" y 6. Construction entrance t0 be maintained In Such a manner of to
bn BA < SLOPE AWAY AS SHOWN prevent mud or sediment from leaving the construction site.
- o ,a,I ♦, 'Iw Periodic n ressin with 2-Inch stone m be required.
my qw --- Q. ' � w1 1 34 s Inspect after each rainfall and immediately remove all
I` O o : D•sc -" _ � s ` gyp# _ 1 _ - _ _ _ _ _ _ _ _ _ r //'�y� 1�pppp A ENVIRONMENTAL errata p ll ashed, or tracked onto
D _ '•'. �rrYfl� AI'I'I� obJecttonable mat s I etl
_.�_._ TYPE 1 f NG-dH CAROLINAOVED public rMWayz
_L A',.,t.AGc d=NT C0:,V.118SION
t _ � 1 STtAWDARDlA
4 NRI CONSTRUCTION SCHEDULE -
' rr' Ns• T». ® \ '. o "�• `' � � CIVIS:ON OF WATER OUAL)TK
IlkEP uzr . v �}--_
TC leer '•
- .. ! - Date _3..
$B ♦ �I 'l I Dbtaln approveI of Plan and an necessary perm ts, and ho td
g G(,+O'.j tz
�" a pre-contruction conference prior to cowering any work.
w 5 _ ' Stn:l:,.later Permit No.���...
=y P k JOHN O. STEVENSON " ` ' !D'1� � 8 -. oa D.W.E..Ex m h "'�'j n ', - NQ.-: WETLANDS EXIST QNSITE.::'� � �j•r 2. flap rock Limits and flake-out roadway grid Sediment Bosh
AY x 1 ~ f8 �� Ni x 0 '� '• -.- _ - Q LL I i SILT LIMITSFENCI TO BE PLACED ALONG For preliminary grading.
$ saD
~ m
-P D.GB.953, PG.474 rm „ _ G. LIMITS OF DISTURBANCE
Y 3. Install Grovel Construction Entrances
-�
d ! 132'
i ]O O. STE EN ON , _ "� - ` �'•R'I - - - - `" 5 i 4. Install Sedinent Basin as shorn on Pion prior to clearing
g
- �§ �� a.1 C I IP IP A.4 ' �✓ P Q a W mre grubbing site.
D. B. 3 4 ,9
_.
s, '-" _- -" - J ,' TR .: >k s cTl w,' ` $2' $' 62' S. Construct ditches and any other sediment control Practices
2 x
I shown, prior tar sgrading eces necessary.
roadways and site, stockpiling
;0A1R vi� - - � -� IS = � ,, _: � _ _ - r � li � � � maim rnl and topso�has necessary. _
t I ass Fr
3� -� 4 ¢ P " - -. _ cos ' 1 6. Install ut1lltles In roatlwoy, estabtlfhi firinl rd grades
• , , 624 : r r,
4> G) a stobllze o¢d th ssane bow teem
i ee•m.a� I SURB... > e,,'. : , _ - _ _ TYPE A CURB .5 ASPHALT
'-- w � x ` '. , . � ..... '� �t,T7 �• _ `.'�\ A� / � � i Ill Final grade, Install non-mum is 1pal utilities as nestled, and
N i oN.3 ;' �,., ,,,� K - - x \j'iT ♦ _ _._ - -. } _-. _-__ _ _ , [' T I I , vegetatively stabilize areas rhrre building construction is
" ` I f*1 1< .._ __ - _ - k1 -- - not timinent.
'. ...--' TC Mar m•o.W.e ,, 1 :
Tc.aar E 093' XaaeBfi.PGA ' C ]AC ON LLE `•., 't` ,x .� __ _ . - _. __'__ _"'- a:,r t.\�
DG
wNs.a tP+z.Is. . . \ _. - 8.
_.. _. ♦,,; .._- � .X ` 0.59' MIN. ibe
y p.a, fig+ • __ __. - - -- -._. __. - , • y;. 3'` �\ < MIN 0.5% All erosion end sand aft control infa l lcos era to re
� I l �- __ `� - weekly and offer y rainfall, and repaired as
' I CIO! r ' A ON,EgT +�W �' y r kl n an r I l re
r D Sg ._._ /L.-_.•„� on .s•suuTurr s �i • �.'. \\\. �� •• '/ necessary.
lized After
El.^ J r ,nn�".in n-. 1gAn, 6`,w,raursEwE" .. \ i/�`�� /,fir✓/� -..1`;� upon llcompletion of n veget the yroadway tabs is to be paved
, e64 rc.ca4 \ '..., 12 _ --,.- :JT\ /l/n- / tipermanently vegetatively
t -Y.1- I .- ._:_ .. _..r -rx-.-. 8 .17'__'--•F-'-+ --r--+. r ._ �.-:i.--^-i---'--•--r-.ram_,..-+..._..--,.-v.-..-.-+-.- , _._r--r-� r_4 '.-.._- �_+.-+_ r•--r�, '+-r _y.n..,x -'._-Y= +mnem .............
. � .__,. __.• . .86 -4#. `.,.,,,� and
S asLab areas stabilization, measurestenpornrye are to ba removed an
_ .. P T I A K ' '-.r n _i S47P 7Y eyN.,--<,, "325.26 ..F.: I L ..... .. alma ��' s i gnc
------ -' saB•osoo w' - - '- �' 6" ABC STONEif necessary, and riser structurir PrivatesPbopened, so as to
--_._._.
Er u.ar EwsnxLnY.IPIfsA -- T -.T. ____ ,: _. exrsnse it wnrr" "'-"'f"- management quality
TC R.ffi' ; �' _- vG--•-- function as n stor'rirater n¢rla rlfnt / rater lr
..._.-.$8 ,-. .Ex -ixc u�wa'rtR!4iE r --. - _ cp 1e RCtP DI
---------- N retention
o E�,5 -- :: . . _ .-.__. _- -` __ { ... TOP.3B.6Y M prdd.
Y'S $$ IM W3IMIX Y SEWmI J9 as N'N H 90• S" - _, •'• F �� 24 A C P `�o t p + I IXv.:35.0a'
CMP I '" TUP rb5 I e o NOT TO SCALE- I nt noon to be established in accordance with
INV a+a 1 :i :._•,'rj ro,;ay as q- INV,as.92• I Il VEGETATIVE PLAN
TYPICAL PARKING BAY SECTION
---------------- ---__ _
- -- - _ 1 g
X1 p �� PeNorth Carolina Erosion and Sedenent Control Plnmirg and
i
ExISTD,s ar.~R_ < _.- -_ _ ---- Design Nenual , Section 6. 11, latest version See Sheet 2
6! W
sl
r A I \ "
/ - an r t«SILT FLNCNO To BE ALONG-
EROSION
r- m N.Ga9.' ",_ -_ _ ` . . .___LIMITS.OF DISTURBANCE - -
-
-__- t -- a- \ -SHELLD 8 PROPERTIES e.
STEMSON TOYOTA 0T 2 26 04
TO JACKSONVILLE-WILIMINGTON ,,, __..___.-._-_ _..__�:.----------s•• -=��-= •- m.
� LOCATED IN JACKSONViLLE TOWNSHIP 1" 40�
----` -- -
.a -` _�-- --�Nt' mVi o ONSLOW COUNTY, NORTH CAROUNA
NOTE WELL: 1. ANY AREAS ON SITE WITHOUT ACTIVITY IN A 15 DAY PERIOD SCALE IN FEET : 1"a 40
-----------"---'-- - '--`-"' ' SHALL BE TEMPORARILY STABILIZED AS PER THE SPECIFICATIONS. HSR
-----------------'-------- ----�'_ .._r- ----^-`..__-'----`"`_ tNllluUrr ChackW:
t ANY AREAS ON SITE WITHOUT ACTIVITY IN A 30 DAY PERIOD �1 "�� OWNER: SHELLOOTH PROPERTIES
SHALL BE TEMPORARILY STABILIZED AS PER THE SPECIFICATIONS. .`°tO�H C�OC/0'� 781 WEST FIRE TOWER ROAD HSR
2. THIS PLAN TO BE UTILIZED AND REVIEWED ONLY IN CONJUNCTION ���, ? iI'd'� Project No:
UU S HIGHWAY l7 �OFESS/otisr SWANSBORO, NC 28584 10682e iHSR
.S. WITH THE WRITTEN NARRATIVE, WHICH IS AN INTEGRAL PART OF S Q
1 7t n 11
�1A7 VARIES
THIS EROSION AND SEDIMENT CONTROL PLAN. 025483
`
YYVV Ii _,.------------------- ---
n -__ y - ----.--------.-_--------- -.-_------_---y.-_.__.__ 3. ALL SLOPES SHALL BE 3:1 OR FLATTER. S NO
- HANOVER DESIGN SERVICES, PA.
H TO NEW BERM--_� REV. NO. REVISIONS DATE 10- a`G1NE�4%'�a��`
- --------------' "'----------""--'-`-.------'"� 4. ROUGH GRADING TO BE PERFORMED IN A MANNER TO DIRECT o 0Nr• 5 �.` LAND SURVEYORS, ENG/NEERS & LAND PLANNERS
-r •» STORMWATER TOWARDS TEMPORARY DIVERSION SWALE UNTIL % T STREET
STORM DRAINAGE SYSTEM IS INSTALLED. OW"t 4I mime Doit, S&%k^ P.A. M IVXa.wrwe. R.R+odta x+,a Var or dr e"m«o or ax Joerer"t, Of gAIINIO x a aw.Dru m Dr HtN 3I9 NGTONN.C. 2
--
% VALMINCTON, C. 28401
4xum•nL m.mar oP Far, rrnaVt ..ttr«, cm.r,r a d.Ga"e s,...p•a.a"y,w, a raar.a avr cPFi.•Dm, Dr a.Ne,e a ur aemm,.+r.
-------'- mma da mr adfi,r W,<a,n ana orgmd.w1 a a.Ar.gar a E.pxw, ems e.co„raew to a as a,a ay.oaPx.' PHONE: (g10) 343-8002
5. EXISTING TOPOGRAPHIC DATA PROVIDED BY LANIER SURVEYING 'Of..
COMPANY, 239 BRIDGE STREET, JACKSONVILLE, NC.
t 12:57:25 03/01/2004
. _.. -._ , .. - ---.;,�., �.. �, :,- .. --r„-T.."-��,_..,._..__._---.- . -. .. .-t.r-•...--•-.-T.T.-.. --..-_ - - - -_ _ _-- - -- - - -- - --
.. 1
I

Construction Rood Stabilization
Permanent Seeding OP Outlet Stabilizon Structurecture SF Sediment Fence (Silt Fence)
Specification / 6.80 - Construction Specifications Specifications III 8.11 - Specifications Oati Specification P 6.41 - Construction Specifications Specification 6.62 - Construction Specifications
1. Ensure that the wbgreds for the filter Onti riprop (altars the required lines MATERIALS
1, par rood0ed and parkin arms of all elation, rents and other Seedbed Requirements and grades Mown In the plan. Canpoet my fill required N the wbgrods to I.Um o synthetic filter fabric Oro pervious sheet ofpolypropylene.
9 nisi yen P nylon,
abjmtiandNs malarial. Establishment of vegetation should not be attempted On eltn that are unsuitable the density of the wrcoundinq undisturbed malrbh Low reps In the polyester, or polyethylene yarn, which is certified by the manufacturer or
2. Ensure that road Construction follows the natural contours of the tercoln if due to inappropriate soil texture (Table 6.11o), poor drainage. Concentrated subgrade on undisturbed sofl may also be (hied by Increasing the riprop wpplir as conforming to the requirements Mown in Table 6,62b. Synthetic
It Is possible, overland flow, or steepness of slope until measures have been taken to correct thickness filter fabric Mould contain ultraviolet roy inhibitors and stabilizers to
3, Locate parking woos On naturally flat areas If they ore oveloble. Keep these problems. 2. The riprop and grovel filter must Conform to the specified grading limits provide a minimum of 6 months of expected usable construction life at a
grades wffk-Amt for drainage but generally not more than 2 to 3X To maintain a good stand of vegetation, the soil must meet Certain minimum Mown on the plops• temperature range of 0 to 120 F.
4. Provide Surface drainage, and divert excess runoff to Stowe areas by using requirements as a growth medium. The existing soil Mould how then Critria: 3. Filter cloth, when used, meet meet design requirements and be properly 2.Enwre that posts far sediment fences are either 4-Inch diameter pine, 2-Inch
water bars or turnouts (References: Runoff Control Measures), protected from punching or leaving during Installation. Repair any damage by diameter oak, or 1.33 IChlinear ft steel with a minimum length of 4 ft. Make
5. Keep cuts and Aug of 2:1 or flatter for safety and stability and to - Enough fine-grained (sill and day) material to maintain adequate removing the rprop and placing onother piece of filter cloth over the wra that steel posts how projeolions to facilitate fastening the fabric.
facilitate ntobllshment of vegetation and mdntmance. moisture and nutrient supply (ovellable water Capacity of at least .05 damaged woo. All Connecting Joints Mould overtop o minimum of I ft. If 3.For reinforcement of standard strength filter fabric, um wire fence with a
6. Spread a 6-inch course of "ABC" crushed stone evenly over the full width of inches water to I Inch of min). - the damage Is extensive, replace the entire filter cloth. minimum 14 gauge and a maximum mesh spacing of 6 Inches.
the rood and smooth to avoid depressions. - Sufficient We specs to permit root penetration. 4. Riprop may be placed by equipment, but take ere to avid damaging the
7. Where seepage woos or seasonally wet woos must be Crossed, instal - Sufficient depth of soil to provide an adequate root zero. The depth to rock filter. Table 6.62b
wbwrface drains or gootextie fabric cloth before placing the Crushed stone or impermeable layers Such as horcip°ns should be 12 inches or more, except M 5. The minimum thickness of the riprop Mould be 1.5 times the maximum Stan* Specifications For Sediment Fence Fabric
(Practice 6.81, Subsurface Drain). elopes sleeper than 2:1 whore the addition of soil is not feasible. diameter. Physical Property Requirements
S. Vegetate all roadside ditches, cuts, fills and other disturbed areas r - A favorable pH range for plant growth, usually 6.0-6.5. 6. Riprop may be field store or rough quarry atone. It shodd be hord, ongulor, Fflterhg Efficiency - 85X (mm)
otherwise appropriately stabilize as won as grading is complete (Refrences: - Freedom from large roots, branches. stones, large clods of earth, or trash of highly weather-resistant and well graded. Tensile Strength at StancWd Strength- 30 Ib/lin N (mil)
Surf°Ce Stabiltzotion). any kind. Clods and stones may be left on slopes steeper Nan 3.1 if they are 6. Construct the apron on zero grade with no overfall at the end. Make the top Extra Strength- 50 IbAIn In (mm)
9. Provide appropriate sediment Control measures to prevent off-site to be hydroseeded. of the rtprop of the downstream and level with the receiving woo or slightly Slurry Flow Rote - 0.3 gol/sq ft/min (min)
sedimentation, If any of the above Criteria are not met-i.e., If the existing soil Is too below it. CONSTRUC71ON
coarse, dense, Mallow or acidic to foster vegatatlon-special omendments Ore 8. Ensure that the apron is properly aligned with the receiving stream and I.Construct the Sediment barrier of standard strength or extra strength
Maintenance required. The soil conditioners d"Ceited below may be beneficial or, preferably straight throughout Its length. If a Curve Is needed to fit site synthetic filter fabrics.
Inspect construction roods and parking seas periodically for condition Of preferably, topsoil may be applied In accordance with Practice 6.04, Topsoing, conditions, place it In the upper Section of the apron. 2,Enwre that the height of the Sediment fence does not exceed 18 inches above
Surface. Topd•ess with now, grovel as needed. Check road ditches and other 9. Immediately after Construction, stabilize all disturbed areas with vegetation the ground wrfoce. (Higher fences may Impound volume° of water wfficient to
seeded oreca for erosion and sedimentation after runoff-producing rains Soil Conditioners (Practice 6.10, Temporary Seeding, and 6.11, Permanent Seeding). *°use failure of the structure.)
Maintain di vegetation In a healthy, vigoraus Condition. Sediment-producing in order to improve the structure or drainage characteristics of a Sol, the Maintenance
areas Mould be treated Immediately. followingmaterial may be added. Than amendments Mould Only be necessary Inspect rl 3.COnrior t the d joints,
fabric from n continuousance roll cut to the length a file
y y y spec prop outlet structures after heavy rain* to see If any rosin round border to owitl pinta. When Joints ore nacesmry, securely fasten the filter
whore "as haw limitations that make them poor far plant growth or far the or below the riprop has taken place or If atones have been dislodged. cloth only of a support post with overlap to the next post,
turf establishment (See Chapter 3, Vegetative Considerations). Immediately make all needed repairs to prevent further damage. 4.Support standard strength filter fabric by wire mesh fostered securely to the
up slope side of the posts using heavy duty wire staples at least 1 inch long,
Peat-Appropriota types are sphognum most pool, hypnum most purl, matlsedge pact, or tie wires. Extend the wire mesh support to the bottom of the trench.
O Temporary P.rn.6 Co Construction Entrance xitused,
CL Specification / 6.08 - Construction Specifications or peat humus, all Irom frets-wotr sources. Peal should be shredded and 5,When a Sutra mesh Support fence is used, spots poets o maximum of 8 Il opwL
conditioned in Storage plies for at least 6 months after excavation. Support posts Mould be driven securely Into the ground to a minimum of 18
Sand-clean and free of toxic materials Inches.
I. Clear the entrance and exit woo of all vegetation, roots and other Vermiculite-horticultural grade and Nee of toxic substances. 6.Extra strength filter fabric with Eft oat
objectionable material and properly grade it. Rotted manure-stable or cattle manure not containing undue =write of straw or w 9 l spacingdi does not posts.
auks mesh
2. Place the growl to the specific grade and dimensions shown an the Pion and other beddingmaterials. pPorl lance. Staple o wire the filter fabric wand 8 In poets
Smooth It I P Fabric Droo Inlet Protection (Temporary) 7.Excawts a trench approximately 4 Inches wide and 8 Inches deep dung the
Thoroughly rotted Sawdust- free of stones and debris. Add 6 Ib. Of nitrogen to rp
3. Provide drainage to carry water to a Sediment trap or other Suitable outlet. each Cubic rd. 1. As synthetic
/ 6ab - Construction Specifications knS proposed line of poste ontl acted from the barrier (figure tithe fit
Yo B.BackMl the trench with compacted eoN a grovel placed over the filer 2"X 4' FRAME AROUND
4. Um geotextile fabrics because they improve stability of the foundation In Slud a-Trseted "wage and Industrial elud we available In various fonds: 1. As synthetic strength
use a prviwa sheet o/ nylon, conttor, ul ethylene
9 9 9" fabric. CREST OF OVERFLOW
locations subject to seepage or high water table. these Mould be used onlyin accordance with Iecul, Stale and Federal yam-extra strength (5s IbFa Inch minimum) (thief ly porous
ultraviolet provide
ray 1.5' MAXIMUM HEIGHT
provi00 9.0o not attach filter fabric to existing trees. STAKED 2"X 4"
Inhibitors oral stabilizers, tempo should be t pool. B l aouS to Maintenance WOODEN FRAME
Maintenance regulations. adequate drainage of the temporary sediment I, Burls may bar used for 3' LENGTH g D y Pao p y Inspect sediment fences of least once ° weak ontl after each rainfall. Moira on MINIMUM SEE DEEM A FOR
Maintain the growl pad In t eanditlon to prevent mud a sediment from leaving Mort-term applications. It must be replaced awry 80 cloys. °p Y MORE DETAIL AND
Species Selection 2, Cut fabric from a continuous roll to eliminate joints. required repairs immediately. 3' SPACING
the construction site. This may require periodic loptlreainq with 2-inch alone. Use the key to Permanent Seeding Mixtures (Table 6.1 lb) to select the most ALTERNATE METHODS.
After watch rainfall, Inspect my structure used to trap sediment and dean it 3. For stain, use 2 x 4 inch wood ae(arced a D P
Cut as necessary, Immediately remove oil objectionable materials Spilled, dppraprlate seeding mixture hosed on the general site and maintenance factors.
(Preferred) equivalent meld with o Should the fabric of ° sediment fence collapse, tear, tlecom oSe or became
minimum length of 3 ft. Ineffective, replace It promptly. Replace burlap every 60 days.
A listing of species, including scientific nomss and Choraelristks. is given 4, Space stokes evenly around the perimeter of the inlet o maximum of 3fL Remove sediment deposits as necessary to provide adequate storage volume war the GATHER EXCESS
rolled, r tracked onto public roadways in Appendix spec. sport, and securely ariveound
them Into the ground. Inlet am telymaximum
18 inches deep, next rein and to reduce eposi s pressure s the lento. Take core to twig volume
for
FILTER EXCE
Seedbed Preparation 5. To Dravida needed stability to the Instdlotion, frame with 2 x 4-Inch wood the fence Wring daanout. AT CORNERS
Install necessary mechanical erosion and Sedimentation control practices before strips wound the weal of the overflow area at a maximum of 1.5 ft above the Remove all fencing materials and unstable sediment deposits ita and bring the a T X
drop Inlet reef. to grade and stabilize it attar the contributing drainage ores has been property
"atlinq, and complete grading occadhq to the approved plop, stabilized. i� � � Q
Temporary Seeding Lime ontl (rtNizr needs should be datrminad by mil tests. Sall testing k 6. Place the bottom 12 Inches of the fabric In 0 trench and backfill the trench
Specification � B.fO - Specifications torn of charge by the North Carolina Deportment Of Agriculture soil with of least 4 inch o/ crushed alone or 12 inches of Compacted soil.
testing laboratory. Directions, sample talons, and information sheets are 7. Fasten fabric securely to the stoic" ond home. Joints mutt be overlapped to �
Complete grading before preparing seedbeds and Install all naceesory erosion available through county Lions,agric Sam extension offices fo ham Nshee Because the next stake
control practices. Such as din, waterways and basins. Minimize steep slopes the NCDA awl testing lab requires 1-8 weeks for sample turn-wound, sampling S. The tap of the Irdme and fabric must be well below the ground siawlion down ExTENS10N OF
because they make seedbed preparation difficult and Increase the erosion hazard. siopa ham the drop inlet to keep runoff from bypassing the inlet. It may De FABRIC 1' win Z
must Da planned will In edvanca of final grading. ieathq Is. also dime by necessary to bold a temporary dike on the down elope side of the structure INTO TRENCH �
It sole became compacted during grading, loosen them to o depth of 6-8 Inches conmerdd IaboratOriea 4'CRUSHED STONE OR
using a riper, harrow, a chmel plow. When aa7 lnl ore not awilable, follow rotas Suggested an the individual to prevent bypass sow. Material from within the sediment pod may be used 12*COMPACTED SOIL Z �
specification Meet for the seeding mix chosen (Tables 6.I1c through 8,11v), diking.
Seedbed Preparation Maintenance Applications be planned
rates well
In fall Into the fallowing ranges:
Good seedbed preparation Is essential to wccesaWl ponl selablishment. A good - Ground agricultural limestone Inspect the fabric border otter each rain and make repairs at needed. SB Sediment Basin �
seedbed is roll-pulverized, loose and uniform. More hydroaeedhq methods are Light-textured, study soil& 1-1 1/2 tons/acre Remove sediment from the Pod era° as necessary to Provide adequate storage
used, the wrfoce may be left with a more kragular wrfoce of large duds and Heavy textured, doyey mils 2-3 tons/are volume for the next roil. Take Care not to damage or undercut the fabric during Specifkalians III 6,61 - Construction Specifications
sediment removal. 1.SIte preporatians-Clear, grub and strip topsoil from arms under the FILTER FABRIC:
alanes. - Fertilizer: PERVIOUS SHEET OF
Liming - Apply IWa according to awl last recommendations. If the pH (ecidily) When the contributing drainage area has been adequately stabilized, remove all embankmanl to remove trees, vegetotlan, roots ontl other objectionable material. NYLON, POLYESTER, OR
Crosses coo-1200 Ib/ore of 10-10-10 (a the equivalent) DROP INLET
of the soil q not known, on application of ground agriCultura limestone at the materials and any unstable Sediment ontl dispose of them properly. Bring the Delay clearing the pod ore° until the dam is template and then remove brunt, ETHYLENE YARN, EXTRA
Groan-legume mixtures. 800-1200 b/acre of 5-10-10 (a the equivalent) 9 WITH GRATE
rate of 1 to 1 1/2 tons/awe an coarse-textured soils and 2-3 tons/awes an disturbed area to the grade of the drop inlet and Smooth and canpoct It. treat and other objectionable materials to fecNitate sediment clmnout. STRENGTH ( 50 PSI MIN.)
Apply Ikna and fertYlzer evenly and incorporate into the top 4-6 inch" of veil Stockpile all topsoil or mil contoming Organic molt" far use m the outer WITH ULTRAVIOLET RAY
fine-t°xtwed sole is usually Sufficient. Apply Iimsetana uniformly and Appropriately stabilize all bare arena around the Inlet.
by disking ar other Suitable mama. Operate machinery an the contour. When shell of the embankment to ftcilitole etative sstadishment. Place temporary INHIBITORS AND STABKJZERS
Incorporate Into the top 4-6 inches of mil. Soils with a pH of B a higher using a hydroseeder, apply lima and fertilizer to o rough, Irom wrfoce. "as p y ISOMETRIC VIEW
need not be limed.
Fertilizer- Base application rotes an soil fast:, YRIen these we not possible, Sediment control mmwrss blow the basin as needed.
apply a 10Sam ap grade fertilizer at 700 tests. lb-locre. Both fertilizer and Roughen wrfoce according to Practice 6.03, Surface Roughening. fillet-oft trench Cut the
la o cut-oft trench long the centerline n of the Borth �QM Q09P GT pp/ TEC ON
fill embankment. Cut the trench to stable sail material, but in no can make It IP /'s1.IY sYV s,/s sVY INLG 1 rf7V 1 G\.ITM�
Complete seedbed preparation by brooking up large dada and raking Into a less than 2 ft, 0 The cut-off trench must extend Into both abutments to at PRACTICE 6.51
lime Mould b0 incorporated Into the top 4-8 inches of soil. If ° hydraulicsmooth, uniform surface (slope less than 3:1) F9 h or level depressions than least the elevation of the riser crest. Make the minimum bottom width wide
seeder ie used, do not mix seed and fertilizer more than 30 minutes before con collect water. Broodcost mod Into a freshly loosened seedbed that has not
Surface
application. been sealed by rainfall.
Land Grading enough to permit operation of excavation and compaction equipment but in no case K•F�
Surface roughening- 11 recent tillage oprolfans how revelled In ° loose Specification 6.02 - Construction
surface, additional roughening may not be required except to break up Iwge I.Co ► SP*d sedimen less than 1. Make aide slopes of the trench a sleeper than a Compaction
alma if rainfall couse the surface to became sealed or crusted, loosen It 1.0 measures
and accomairdance
all eroslon ond vedi Sedimentation
control tr l plan and
requirements ore the same as (how for the embankment. Keep the Trench dry
mecwrea In tSeardanCe with the approved sedimentation control plan and
Wring Dock(iflinq and canpoction operations.
Just prior to seeding by disking, raking, harrowing, or other Suitable methods, Construction schedule. 3.Embankment-Toke fill material from the approved woos shown on the pans. It
Groove or furrow slopes steeper than 3:1 On the contour before Seeding (Practice 2.Remow good topsoil from areas to be graded and filled, and preserve It for Model be Gem mineral soh, free of roots, woody vegetation, rocks and other
objeetionoble material. Scarify areas on which (g
8:03, Surface Roughening). use in finishing the grading of all Critical areas. i Is be placed before placing fill, The NII material moat contain Sufficient moisture So It con be formed by
3.Scori/y trans to be topmiled to a minimum depth of 2 Inch" before placing f
Plant Selection topeol (Practice 6.04, Topmhing). hand Into a boll without crumbling. If watt con be squeezed out of the boll, it
Select an appropriate species Or species mixture Irom Table 6.10o, for seeding 4.Claar ond grub areas to be filed to remove trees, vegetation, roots, or other is too vet for proper Compaction. Place Ill moterld in 6 to 8-inch
Table Well-Drained
- Seeding * 4CP (a: Continuous layers over the entire length of the fill area and then Compact it.
h Isle cater en0 cony spring, Table 6.1Ob for summer, oral Table 6.10c for Wee-ng mix Sandy looms to Dry Sands, Coasts PION; Low to Medium-Care Lawns objectionable l matey that would affect tin° planned stability of the fill. Compaction may be obtained b routing the construction houlln
fall. S.Ensure that fill material Is he* of brunt, rubbish, rodeo, logs. stumps. P Y Y 9 9 equipment over
Seeding mixture building debris, and other materials inappropriate for constructing stable the fill m that the entire Surface of each layer Is troversed by of least one
Species - t" -Mogrose - Rote ri 1ng a Ib/ere (seed) g 33 bu/sae water I fills, wheal or treod track of the heavy equipment, or a compactor may be used,
Evenll^9 Seeding dot" - Ma. - June, (Sprigging Can bar dune through July where rater ie Canstrucl the embankment to an elevation IOX higher than the design height to
Evenly °PWY °a°d using a cyclOna seeder (broadcast), drill, aultipockar aeedr, °wild%e for Irrigation.) 6.Ploce all fill N layers not to exceed 9 Inches N thickness, and canpoel the
9 ) allow for Settling,
Sall amendments - Applylime and fertilizer according to soil lost. a I 300 layers as required to reduce erosion, slippage, settlement, r other related
a hyboseedr. Use seeding rotes glean N loss 8hom equip Broadcast seeding 9 apply problems 4,Conduet spillways-Securely attach the riser to the barrel a barrel stub to 8 FT.
and hyroseedinq are appropriate for steep slope whore equipment cannot be Ib/acre 10-10-10.
driven. Hand broadcasting is not recommended because of the difficulty in 7.Do not Incorporate frozen materld or Soft, mucky, or highly compressible make a wotertight structural connection. Secure all connections between barrel ft
�
Sprigging - Plant sprigs in furrows with a trectw-drown tronaplonler, ar motrids into RI slopes Sections by approved watertight assemblies. Place the barrel and riser on a°thieving a uniform distributian. Smoil grains Mould bs planted no sere thanburrowsst by hood. firm, smooth foundation of impervious mil. Do not um pervious material such
Inch deep, and grown anal legumes no more then 1/2 Inch. Broadcast seed must Furrows should be 4-6 inchn deep and 2ft °part. Place sprigs about 2 ft, apwt B.Do not place FlII an o frozen foundotlan, Wa to poeslble wbsl0encs ondOa covered Dy raking a dhoti dragging, and then IIghUY firmed with ° rdlr r h lhs row with ane end Ot a above round level FI re 6.11d . sllPPoge. oar send, grovel, w aushetl stone as bod<fNl wound the pipe aanti-seep9 ( 9u ) Sellars. Place thou (Cr shed st ne as the Dip* and ty in 4-inch layers an0cultiparker. Hytlroseeded mizWrn Mould include ° wood Ibr (cellulose) mulch. Broodcosl of rates shown above, anal press sprigs Into fha top 1 I/2 Inch" of 9.K"p diwrelans ontl other water canwyoncs mmwrn inn of sediment duringall phases of development. compact it under anal wound the pipe to at least the same derhslty cs the COMPACTED FILL OR�� min with a disk set straight m that spdga ore not brought Dock toward the adjacent embankment Cara must be token not to raise the pipe kom Nrm conlad GRAVEL, EXTENSION10.Handle seeps a springs encountered during censtructiOn in occwdonce withwrfoce. with its fouedottan when aremusic under the pipe mi nchea. OF FABRIC AND WIREThe use of appropriate mulab will help ensure e9tobltMment under normal Mulch - Do not mulch approved methods (Practice 8.81, Subsurface Drain).conditions and Is. essential to seeding Success under bosh site condition 11,P"manently atabNize all graded °reps immediately alter final grading Is Place a minimum depth of 2f1. of bond-compacted bockrfll over the pipe epfllway INTO THE TRENCH MalnlenanCe - Fertilize wry sparingly- era Ibhors ^Itrogex in spring with no before corny of It with cmory Seim equipment. Anchor fha rUer c lace D
(Practice In fa Mulching). Harsh the fiber u Include; Cenll ede rase Cannot tolerate hi H or excess fertilizer. completed an each are° In the grading film. Apply temporary sr delayed
p y FOR MORE DETAIL.
-seeding h fall lr winter Sewn (rood Iber mulches we not Caneldered - phosphorus. p g � p measures or all graded awe when work is to be Interrupted a delayed to 30 concrete ar other satisfactory moons to prevent flotation. In no men Mould the
adequ
ate for this use), working days or longer. pipe conduit be installed by cutting a trench through the dam alter the ISOMETRIC VIEW FILTER
adequ a reaper then 3:1, 12.Enwre that topsoil stockpiles, borrow woos, and spoil woos we adequately embankment is complete. FILTER FABRIC
Table 6.11t - Seeding No. 5CP for: Well-Drained Sandy Lome to Dry Sands; Low 5.Emwgwcy spillway-Install the emergency spillway in undisturbed mil. The EXTENSION OF
-excessively hot or dry weather, protected from erosion with temporary and that stabilization measures, Including p grade, design width, and entrance and exit
Maintenance achievement of tanned elevations, Y FABRIC FABRIC AND WIRE
sediment fencing and temporary Seeding as necessary. gn BACKFILL INTO THE TRENCH
-edwrse mNa(shdlor, rocky, a high in cloy a send), and Seeding mixture channel slopes are rllical to the successful operation of emergency spillway. MINIMUM 8"
-woos receiving concentrated flow. Species Rate (lb/ocre) 6.Iniets-Discharge water Into the basin In a manner to prevent erosion. Use THICK LAYER WIRE COMPACTED WIRE If the °ran to be mulched Is Subject to concentrated waterflow, as In channels, Maintenance diwrokns with outlet protection to divert sediment-IoOen water to file upper OF GRAVEL
Pensacola
ie pedoz roan 50 Perledkdly check all sealed areas and the Supporting r0olan and sedknentolbn end of the pod area to Improve basin trap efficiency (References Runoff
anabr mulch with netting (Practice 8.14, Mulching). S"Ice° Ieapedezo 30 control 0'5� FlLL
practices, especially alter heavy r°Inf°Ils, Promptly remove all
Common Bermudogross 10 sediment from dlvarolona and other water-disposal Cantrd Measures and Outlet Protecton). 8" MINIMUM 8" MINIMUM
ap practices. If washouts a
Gorman millet 10 7.Erosian control-and Outlet
the structure so that the disturbed area Is
breaks occur, repair them Immediately. Prompt maintenance of small waded ormt V-TRENCH
before they became significant gullies i9 en essential part of an effective minimized, Divert Surface water away from bare areas. Complete the embankment
Seeding note r Geared Sta
bilize abili the
e emergency spillway embarkment and all 4" MINIMUM
erosion and sedknentoNon control plan, before the is 14" MINIMUM
I, Where ° neat appearance is desired, omit sericm other disturbed areas °bow the crest of the principal spillway immediately
2. Use Common Bermudogross Only an isolated sit" where it cannot become a put after construction References: Surface Stabilization), SECTION
Table g mi - Tempwory Sntling RecaamentlOtkpn for loin WInter and Eody Spring Beanudogrdss may be replaced with 5 Ib/ocre Centipedgron. 8.Safety-Sediment basins may attract children and can be dangrous. Avoid steep SF Q(`f11\IG\IT \V'WC_ (Q�LT IZIR/G)
Standing mixture J �7GIdWIG1„ FENCE `vs
Specie- Rya(groin), Annual leepedezo (Kobe In Piedmont and Coastal Plain side elope, and fence and mark basins with warning signs If trespassing Is
Role (s-ocre)- 120 Seeding dales - Apr, 1 - July 15 side
likely. Follow all state and kcal basins with .
Omit annual lespetleza when duration of temporary cover is not to extend beyond Sop amendments - Apply lime and fertilizer and
500 I to mtl tests,0-10 1 apply Practice 6.62
3,000 Ib/era Bound agricultural Iimnlane and 500 Ib/are 10-10-10 fertilizer. Maintenance
A'^G Mulch Check sediment basins otter periods of significant runoff. Remove sediment and SoiIftIH
Seeding dates-Coastal Plain - Dec. 1 - Apr. 15, Apply 4,000 ID/ocre grain straw w equivalent cover of mother suitable mulch. restore the basin basins
sa original dimensions when sediment move sediment
to one-
ground amendments- Fallow ne and 750 Ions ro awl tests or apply 2,000 lb/owl Anchor b tacking with asphalt, roving and netting or crimpingwith o mulch half the design depth.
MUICh Apply 4,00 limestone straw,
and 750 Ib/ocre 10-10-ng with fertilizer. Y 9 nth 9 g Y 9 P
Muir-Apply 4,000Ib/acre straw. Anchor straw by tacking with aaphatl, netting anchoring tad. A disk with bled" set nearly straight Can be used as o mulch Check the embarkment, spill
ways,ys, and outlet for erosion domoge, and Inspect the
Of a mulch anchoring tool. A disk with blades set nearly straight Can be used anchoring tool• embonkment for piping and settlement. Make oil necessary repairs knnnwdiately
as a mulch anchoring tool, Maintenance - Refrtilize the following Apr. with 50 ID/acre nitrogen, Repeat *mow all troll and other debris from the riser and pod reel.
Maintenance - Refrtilize if growth Is not fully adequate. Rneed, refertillze as growth requires. May be moved only Once a year. Where a net ec t apprance is
and mulch Immediately following erodOn a other domoge, dseired, omit aerkse and now an often oar needed
Table 6.1 oD - iemparwY Seeding Recommendations for Summer
Seeding mixture Toole 6.11v - Seeding No. 7CP for: Cross-lined Channels; Coastal CstCoastalPlain
Species-Grmm millet Seeding Mixture
Rate(Ib/are)- 40 Species - Conman Bermudogro" - Rats. - 40-80 (1/2 Ib/I,000 ft )
Ssedhq dates-Caoatol Plain- Apr, 15-Aug. 15 Seeding Oates - Coastal PIOIn; Apr - July
Soil amendments-Follow recanmendotiors of soil tests or apply 2,000 Ib/San Solt amendments - Apply lime and fertYlzr according to SON testa, a apply
Do1si
ground agricultural limestone se bal 750 awe 10-10-10 fertilizer. 3,000 b/era ground agricultural limestone and 500 ID/ocre 10-10-10 fertYlzr,
Mulch -Apply 4,000 b/owe straw. Anchor straw by locking with asphalt, netting Mulch - Use juts, excelsior motthq, or other effective channel lining materialGENERAL EROSION CONTROL SPECIFICATIONS and ADDITIONAL DETAILS for
or o mulch anchoring tad. A disk with blades set nearly straight eon be used to rover the bottom of channels and ditches. The lining should extend above the
" o mulch anchoring tool. highest calculated depth of flow. On channel side slopes above this height, and
Mahlenonce-Refrtilize If growth is not fully adequate. Reseed, refrthizze in drainages not requiring temporary te:e grain straw STEVENSON TOYOTA-SHMOOTH PROPMES Sy linings, apply 4,000 Ib/a - 4
and mulch k^m°diately fallowing erosion or other damage. and anchor straw by stapling netting over the top. LOCATED IN JACKSONVILLE TOWNSHIP AS SHOWN
Mulch and anchoring materials must be allowed to wash down elopes where me they c
Table 6.t0e - Temporary Seeding Recommendation for Fail Mulch
g drainage devices. NOTE: ONSLOW COUNTY, NORTH CAROLINA Dr°en;
Seeding mixture clo drainage
- minimum of 3 weeks is required for establishment. inspect and DETAILS SHOWN ARE TYPICAL OF INSTALLATIONS REQUIRED BY NEW HANOVER COUNTY.
Species-Rye(grdn) repair mulch frequently. Refrtilize the following Apr. with 50 Ib/ocre THIS SHEET DOES NOT PURPORT TO SHOW ALL REQUIRED CONSTRUCTION DETAILS, BUT HSR
Rote(lb/ocre) - 120 nitrogen RATHER SERVES AS A GUIDE. THE CONTRACTOR IS RESPONSIBLE FOR ADHERING TO ALL sy°°ltl1H C/�rrrrri Checked:
Seeding col" - Coastal Plain and Piedmont-Aug t5 - Dec. 30 GOUTY AND STATE CODES AND CONSTRUCTION STANDARDS. ��` OO • A Off/ �'" OWNER: SHELLOOTH PROPERTIES LLC
Soil amendments - Follow mil tests or apply 2,000 Ib./acre ground agricultural
limestone and 1,000 Ib/ocre 10-10-10 fertilizer. Refer, to Appendix 6.02 far botanical names w" a OFESS/0�9�': 781 WEST FIRE TOWER ROAD HSR
Mulch- Apply 4.000 Ib/ocre straw. Anchor straw by tacking with asphalt, NOTE WELL: = Q� s SWANSBORO, NC 28584 w°pot Non
netting. or ° mulch anchoring nod. A disk with bides set nearly etroignt cm EROSION CONTROL DETAILS AND SPECIFICA770NS ARE AS PER THE "EROSION � SEAL f0682ecp2HSR
be used as ° mulch anchoring tad. AND SEDIMENT CONTROL PLANNING AND DESIGN MANUAL" OF THE STALE OF � 02548J =
maintenance- Repair and ring tool.
damaged seas immediately. Tapdrese with 50 NORTH CAROLINA, DEPARTMENT OF ENVIRONMENT AND NATURAL RESOURCES, %y lC
b/awe of nitrogen in Mach, If It b necessary to extend temporary cover �� � N ��• �.` Sheet No:
beyond June 15, overawed with 50 Ib/ocre Kobe (Piedmont and Cooald Plain) LATEST EDITION. PRACTICE NUMBERS REFER TO THIS MANUAL, REV. N0. REVISIONS GATE ,�� aiNE w•�.�1 � HANOVER DESIGN SERVICES, P.A.
CONTRACTOR IS RESPONSIBLE FOR MAINTAINING A COPY OF THIS MANUAL �ttnysL LAND SURWYORS, ENGINEERS k LAND PLANNERS
ON-SITE AND ENSURING THAT ALL SUPERVISORS ARE FAMILIAR WITH THE d
Gp Wot 4 aar,owr Dewp, SwJnA P.A., M dphie roew.wp, ayrodvcaon a ow or a.smfenN of age aownneet >aodfbne>dtlerbns le tlYe ML WALNUT N.C.REE2 jj Js Vj
STANDARDS AND SPECIFICAITONS SHOWN IN THE MANUAL AND ON THE PLAN. PHONE:
(21 , 28401
emw W h .ntl*w Port •Ulna( wrath+ eenNnf of nth LpW Slu',wyEn w O, a awn,we d. awy wide ewe del se 0/file eoownwt
mwkr MM of argkw apveh,re oM Mphd e•tl or U•Sirwyv a Enyeew, sous a ceneneerr to W.wed one Sus aofMeA 'r2✓ � (�'/� PHONE: [phone]
-/ OF:
s 1t:39:34 03/01/2004

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n z UI _ r �\ �c° v a / /�� ` to ps slam aver:rt bariara o/air 16ncbq a bla* ad
W is
N
7 � TJ--1 -i �l Vv.l 3 JJJ , / ,'i /7i �i
�I _ 9�that PVtK*M aro to bs CMVUCNd 10 g
P n- < �' f-/ -" / ® l�' %; n P� sednslt kin on" tla storm sorer A §
�N z I ', N.T.S.
S .TA fMNO
z o O / / apraa n/6s lorobd at Me doellsbsan and of
j zl iI� I L III, i 1 (� / l n J J d&dwo P�oQ to p~t acoof.
23 `; J
1 UNSET ACRES SECTION II � I � �`� B. C�SiRI1C11Gw ROAD $T/1G'JjARpI
l N (� .I i! j L' / / !! . B-. v. _ �T7 PUBLIC ROAD 4w read V rind gods awl oRa uhVks hm bom J
- - hetdeQ aem as fo atdlllfBed b 2 BO
c � �Y
�r'` sub-Doss aasar of gpraed 4�ma1 atone Cyr m ahoan a IA
�
p UNDER FROCK OhaIS�DYtC pl. dW Alff dNhq 8N/plMflfldl/of M y zp W N
°S I ° rvx °ed o e``�
a° siwE vcRPotra: 3� 6" MINIMUM U
w - °a T c THICKNESS J PIOCtiLYT�6 O �► O a r y Z
-- .�
Exr_ G za•xc' - I j -T�I-'� O A 2"-3" CQ4SE.�- t ttl t0 -I O O
=l 6 ace _. --J m Z S.T FD1CW RJ HE RACED ALLWG AGGREGATE O �0 2 S z=CY
ensue rvc za-ace I eT:srznG nn o °° Z O P•� O
-- + zos zs I B ^ D DOINtS11�Al1 SW OF FORCE YAN f FOR MORE DL7 ENTRANCE,�H o Z OO W�D�0
E�q'FlCE z n 12'HININUM AS REQUIRED a lel Z W Q
- � \ E - m= TEMPORARY GRAVEL CONSTRUCTION
w
" ILn
11 ENTRANCE/EXIT DETAIL `" o
�, �I �, CE o w
YANiENMRE PLAN - Pl o z
;tioP�E y f s �v / A'A A SUNSET ACRES SECT?ONLR�' / PFQctice 6.06 00 ,_ 30
3 5 3 iwai0p \ `\ VJ
inj "t oa E ra ass° !�. M.6.7, �G.oO OZ
JJJ / P4167 T \ a \ N.T.S. 1. Ar memrea to be hyactad ewldy and aftw my rohki W -
q 6 OPAQUE FEN
t \ CLASS A BI F, R /
Y eLanf and floated/apaia mods hlneaiote/1K
2 SedGrlmt to M domed out elan tM Ind o/aedhlmt .LLLLL 'lf
I �- ,
g la J , •'.I t i daaad R alp6 IotR abaKO Qlel¢I eoffOCO/a bl/19af �� QF` -`� �i
d
067 ,I ev m p � �r,' ' � SUNSET ACRES SECTION ti
\\v� a \ M.8.7, PG.60
\ - 0.W E.eEF
g FI =` rvG�• -I I� \ S Ss�t to be nwwW ibm bd"m
0.45 Acres `1 Fame and Q
rn nl r
n m �: A hat "M Wwl R bw mes a dnp FwwJV p 8E 2
pp��r
lit
�� A �o� ° ;� aW i71WmpmbcBm to be repwad m nsrdsd to mmfm a
�� �81 �3=�a `v TOTAL AREA DISTURBED - 1.47 ACRES • s °
O n�� �� iI ti�oo m ~° a t 1 r \ \ SUftiSET ACRES SECTION ?i ! 4. Ai sombd am Ad b! •i
�Tl Io \, M,B,7, PG.60 rlNddle4 011d R-eeeded
7J zz:vE -' 'i ➢cloz n yr i -ms•�' m t0
P m ! I w:\ I. �ry \ SILT FENCING TO BE PLACED ALONG STREAM 11 neaeaag oxadl'g �Wlaa proxdeq to INE .4yt1 ��
o N� I F' n o ` 'sue \ BANKS ON BOTH SIDES OF STREAM TO z°D mue.ores 1 lllohedl o aukabN 1l9ototDrl ooKr.
a J� £ n • - z \� \,`. PREVENT EROSION INTO STREAM e..,aG.aa I S.T ft7R,>tNG i0 ff PLACED ALQNG ,�rN7^' ..,,✓r `�� ,.r
5. Cm*ucdm mefmm to be amiltailed III moh o/Nana m t0
_ �- �• �_� - - - ._ - - - i j LYTS CIF DISANSANLE LEGEND t nwd or aednent kw bmaye Nor oon,Dvefim sh
IK0i.• IOU ,oasrl i yel I\ I I '!al
aHar eadr"rai a FaradiOfd� be requM
y
J D I.� .• 4 �I of �►�' !"� �# '� reela�e d
�I = - - - - - - - - - - - - - - - - ze�3tT - - -D °, PROPERTY LINE
JJ \ ovoseo s wa
EP 1 _ I` � N � X�iX-X ... .. ..'�_^^ .V•71P4 a b�Mq(mlV P
(I I .99f11 I !- ? �' - - .- L - - I - n - - - - - - -
a ( y„ s o �►
r , ' --------------------------- ----------- ----------------------------------------------- , ACCESS EASEMENT LANE IXNVSiRUC11Lw 9pfpA£- -not
DISPLAY AREA DISPLAY AREA "
1 _ _ __ ____t e• P _
- n 3 - -�� - 21 CONTOUR LINE de ELEVATION 1 bail Wad of Rm aW
s t>b
- <-I� fI r r JOHN O STEVENSON °A ,m an vG.z� m^ _\ I - _ - c- I apfa-Ca1ebYCOf/o11 confi mMyp orn��aly rat
T m oa
zr zz.c_ n o'o su e.ecx m
o m `°` m> '_ " V ` \� s _ ;-L \ _zaaK ACCESS EASEMENT NO WETLANDS EXIST ONSITE
m. + D.GB.953, PG.479 �' m^' _ "' r �, r. \ 1 I I 2 ♦sm �R7�db a paA'jl9 of old Blom/ d'O�K190
am --------------
-I (- 30' DRAINAGE EASEMENT bald bold Caabuctian Fnt/mcea
3 � ,*>
J
i p 1l- I DISPLAY AREA DISPLAY Aace.. I I
I LAJ I I I um �SkrOP dalriga iatai d kdeb°sp l m
ml A I _ 4 _
•1P � )OHN O. STE EN rON � I zc" >•, KA
h7rd an L_ ORP/E q
PROPOSED DRAINAGE PIPE iatafa d krpj r of�h9
y T my WodPrelg of rota and naeam
I i t ,al D 1 Q _ _
0
h� M bj 4 ` 1 A 1 > T LIMITS OF DISTURBANCE
pso
I-�-�---.- I I DISPLAY AREA 352 � DISPLAY AREA � I t♦ � � � � r
md
- -� 1 J `_ & estabBell Anal mod aDdsWoo
e and W rood lRD stow
bald
e5
Te< 3.' y � i >'< A1F\ \ 1 II � p �..,�, �. - --- ---- --- - ----J �r -- - � I ROAD MATH CURB k GUTTER bow oasaa r�rKp mtbt protecflan aholn m pals
a ><
rc a>-3a x n oaLE f eaa.sz °n e�es's'Pc E80 C$ �I }AC � N p LIE`, t I\. \ \; z \x I J i{ - - .- - - - _ - - - i�/ k ^1 ® RIP RAP OUTLET PROTECTION 7 I m1w wwo bI/e m= UCffm la
x ores -- --- ----- - - - -- - -- - __
p - N L"f°A. \ DISPLAY AREA
y 12 a6 I- j-j Ew P Osi_! G T 1\ \�\ -w \ ..`..I _ _ .-_.-- a _J 0 1.I' _ VI
a
I
- - - -- �DlsPuvAREA- ! E.I.P. EXIST. IRON PIPE tt can
` 1 953 Exr r.s sannnrtae,_ , I 1 �� �se�fa a�� o>�m Q
`_ I -z.-_�I✓ D.a'.E.ores _Rq __ - - - - -- - /wxnaX..^""! t0 M
_ _ �� -
I I I I I I r'<m I L s6 I
4 1 - I^ a r an \ Y� 2 E.C.M. EXIST. CONCRETE MONUMENT 9 0/
i 6 a ea as w s.z6 Ih°n oaruow to Abe roedeay is to be paLeq Of
.I•. rc azza ar,nnEk'$^�91 •A8u°N xa _ ____ -"-� T _..�
Ev a:.a� 548°06'00 N• �_�- �'-` -- bes6,aG-seo .86' rt 2 � �-I- _ sorb a grtta MatdlQ OIW d sea!
6
WM r
--- - axl,rnar„° ware-one - er:sr.. a '. nerve 1(, ..-- DRAINAGE ARROW w0a<o to�d ��to W domed
ans-I u'snnrtnae szv+:rz _ � 24 BG.P. __- P 8` .___ Mq � �t0�� Fall dletWR1�aV11
/ WAY PWA
/ r - MP- ll -- SILT FENCING retmbbn
OR EMNN
O 3E n5
SET F9M 10 RE PLACED ALOW IEGfTA11YE illAN -
LUIS OF D67LWBANCE I Pplllolmt fo be gtdIIIafled it 000mft W Wtb
exrsnnGv �.F.�raa°ac 7�Ylaahtllr �Eraat011 and So*mt Cookol Pbv*q and
y \ 00 1 Sscban 611, West WrAWL See MOM 2
--! SET FEIKW 1D HE PLACED ALONG ul M.GG.S.'GGMT��
LUIS OF�R�NLE �
APPROVE® ? �` z
STORM OI W DE'SM COWUTAIIONS WORTH CAROLINA ENVIRONMENTAL I?
LOCH RLWOFF NAET & PFE DEEM MANAGEMENT COMMISSION
NOTE WELL• 1. ANY AREAS ON SITE WITHOUT AC77WTY IN A 15 DAY PERIOD FROM TO D.A. �� PIPE INLET �� MIN, TNT. DISCH. GRIMI 1RIaI ELEV. ELEV. SLOPE DIM. GAP• 1EL DIVISION OF WATER Q�,Ii, ';'(
POINT POINT ACRES (L) (I) Q INL OUIL MIN. IN. crs. fp,a, DATE.• 2-1-05
SHALL BE TEMPORARILY STABILIZED AS PER THE SPECIFICATIONS. 77ME TIME 71M£ a& 2v f�l-I` ,ZW S
ANY AREAS ON SITE WITHOUT AC7IL12ED A IN A 30 DAY PERIOD A.1 A.2 0.00 3.84 (2)-40 5 - 5.0 6.6 27.76 39.5 - 37.0 35.5 a0025 12 1&06 3.9 HORZ SCALE: 10- 40'
SHALL BE PERMANENRY STABILIZED AS PER THE SPEClFlCA7)ONS VERT. SCALE: N/A
A2 A.3 - - 64 STORAGE BASIN 39.8 39.5 31.7 31.5 a0033 24 - - I� '? �+ �p-+e4+,% �
2. THIS PLAN RI BE UTILIZED AND REVIEWED ONLY !N CONJUNCTION DRAWN BY.• JSL
WITH THE WRITTEN NARRATIVE, WHICH IS AN INTEGRAL PART OF a.3 A.5 - - 256 STORAGE BASIN 4a2 39.8 32.5 31.7 a003J 54 - -
THIS EROSION AND SEDIMENT CONTROL PLAN. &I R2 300 190 (2)_4Q 60 - 60 2.9 277.4 - - 30.4 30.0 0.0100 72 I58.9 12.4 FE</B.,0 4 20015 CHECKED BY NSR
J. ALL SLOPES SHALL BE J. i OR FL4TIER. NO7E.' PIPE SYSTEM A IS A CLOSED UNDERGROUND STORMWATER DETENTION SYSTEM. STORAGE IS ACHEIWED UP 70 THE INV37T 1 Y: JwO aQ�3 I_
] I, PROJECT NO.: 04-0027
ELEVATION OF THE IMCI 12" OU7FALL PIPES S7OPMWAILR IS PUMPED FROM THE INTENTION SY57EAI TO THE EXISTING STATE �� A'"Q,1/J�S/G'1
4. EXISTING TOPOGRAPHIC DATA PROVIDED BY LAMER SURVEYING STORMWATER POND. ALL PIPE TO BE ALUMINIZED CORRAGATED METAL OR EQUIVALENT. CULVERT B IS CONTECH ULTRAFLOW.PIPE
COMPANY, 239 BRIDGE STREET, ✓ACKSONVILLE, NC.
40 20 0 40 8O 120 w/
SMK Nm I KN 2
SCALE IN FEET : 1"= 40
th

Construction POW
In
Outlet Stabimmum Structure
sniia
*ociicaum 16.80- cansbuction SpsaRootbna Sped1 - *WSWtans OP *odicetion 1141 - Castrucfbn Vedfica0ms Sr 4wifinf Fence ( - Construction Specifications
Fran)
1. Ensure that the subyode for the I tr and*W Wm be mquird km qU� &� -
1. am modbsd and parking woos of of "daft mob and ober Seedbed R emu mads aid geodes of
In ro p1mAV compad mymH raked h tlro n the de to LUse a torp fife /obit r o parvions objeefknable motets Esrabhlrrhont r fegsation shahs not be attempted m aRn that as unwRdols Me emery r Bro aerandhg nrhdfstrrbee er7ai Loa areas h the claret of
2 am that road canbucfbn moms the now eontays of the trroh H did to itoppmpriate sol takes (Table g114 pow dahoga ertamboted sbgrade an rtdadrbed sol may deg be Ned b Pdl�an r pd)enin; t 1vn oh Is mtr6ed In Tdk 6.92L r r
ffisfic
R k possible, ovotfad SoK r steepness of dope unM menses hoe been taken to correct thkbneas. r hag r �kkk should o�ontaroh�y�as�std t�
I Locate q�a vow on lat am H we maiabld K Biros
erodes t kr&dw but gm*not mom lion 2 to 3% To rraht am�stand o/ 2 0 ripran and gravel fifer onto/ conform to the aped8ad grodvg Iinits temper t mnrrsn of B months o/effected usable oaatructkn lk at a
4. Prm�de srk" ant sheet aresss nmff to stable areas b wrn JI 6 firs sal mat meet catch minimum dash an the pfms t o/s ro 120 F.
d'aka9; y using tequrarrNvb m a grorfh nhedhrrh. Bra edeting sol Shand base flax naRaia .I f)tr cbBm, Shen need, mat most ysquiananb and M prapsty 2EnsareBatt� �
water bars r hands posh law odhheht it st a ore either nhum Bmatr p It Make
(Rshakex Rwroff Control Yeasrn} protected ban punching a teahg Inrtdrbn. Rhpat am rirxge by damater oafs r L33 b/Insa ft sled with a nhhhum krngb r 4 ft Ynra
S Keep orb and Hs at 21 r latter kr sa/ety and stabiity and to - Enough fln"aned(sit aid day)mahrid to mobtan a*Wob nap" Be r0W and pbchg another COASTAL
ftwe establahment of v waspan and mantaance. mobtuys ad nuWmt s pply�maiadle rota capacity of at least .05 P� er fifer minima
ow the ors Bat sled pooh hoe standard sb Oam ro r kbrie on **w the kirk
6. *rood a 6-inch coax of ABC'crashed stone evenly over the ka nddth of hdhw rater to I kndr of sni as Is s AN a ft ropng a But shads overlapcl t mhirxm r 1 ft If 3Fr rehkrcanant s and
aono in ergth ester kook, use wn lane ssBh a
be rood aid rnooM to avoid aprovarm - SLtAdant pays apo to permit•root paahodan. 4. R�ma be la nplaoe fhb buantt
to Hier cloth. mnkatm 14 gauge rd a mmrimm mush aoacng o/8 ndaa SITE
7. Nhom seepage rear a seaeomly ref reas must be crossed, Instal - Suf chant depth of sol to provide an adspote mot none. Me depth ro rode Stu Y Pt by eW1 6 but take cars to ovoid daragig Bar
sbsrikooe 4o ns r geotarlh kbrk cloth brae pfadg the crushed stuns a inpernpeaNe Byers rah m haapan dads be 12 hdhm a moss except an S iM mnhan Bddnsa r the Table SAA
(Pysctks 6.81. Suimelboe soh} slopes steeper than 21 sae the addition r sol k not ARWo. diameter. rprap sods be 1.5 thus fie mmkmm stave For Sedrhmt Feat Fab
8 FRAME ARCXW
kagetate d roadside dtdek ail No and other dslWbed arm r - A kaadk pit rage Aar plant grorM, usudy 6,04.1 g may be Bsid stage r rough query rang R datld be hard, aghhloowwwor D E S I G N
ofhrrbs appropriately stabike m ram as grading k complete (Roles nces: - Frwedom ham logs root, brondael sWm large dods r owtj r trash of y.anther-rembtmt and rd groobd )Physical proper ly RaWksmants �eq,y,b, HEIGINT
Surface Sb kafim� any kind Oods and shows may be left an sfapse steeper Bah &I H they we 6. Construct the apron an awo grade with no OwN r the end. Yoke the tap �gM r Stu�Sftwq 30 0 h n (mid) srAwrn FR
A f tappropdote 9M w t control measures, ro prevent oft o to be hydweedsd r the rprp at Oro dornstmam end Ind with Poe medvhg sea a&*fly Flow Rate - a3 gal/sit ft ) b s (mm) iFNaiN SEE �AIM FOR ENGINEERING
H my of the above criteria am not met-Ls, H the existing ad is too boar it CONSIRUC111011 S SPACING MORE DETAIL AM LAND PLANNING
Maintenance caam done shdor or acidic to Aw r vegetafim-aper:d anemirmts re S. Emre Bat the apron b properly dyad rM the receiving shown aW I Construct Be sednmt barter of standard strength or extra stro gt h Ac7ERNAlE COMMERCIAL /RESIDENAAL
Ineped oaustrucdm roods aid now rophked its ad con6tbas desarbed boor may be bmefieid or, preksabtr shoot Uvm gW As bV& If a a m k nesdsd ro it site beta liter kbrka
surface Topc oe with her y as traded. road dtchw ando prskrdtX tapsoi may be tppW n oaoadmce with AwAce 6.04, TopsoV4 condfiwn; place R n the ypr section r Me apace 2.� that Ba hoot r be sednmt km doss not speed 18 hdhm oboe W� EXCESS P.O. Box 4041
9. MradaWy after construction, stablim d dbhrbed tom with fegroblan the Srface
owner ram gs eosin and s th); vl tan alter nrn. Sedi ent- robs �caxwknos grand (Higher /none may hparW wkmm of robe srMdmt ro FT CO FABRIC Wilmington, NC 28406
aMaintain d vow Souldbebided irmod ely (prattle 41a rmporry seedhg and ltitf, rmraNrht seedng� 3,�trud the tbkn Btx to&* hmh)a omtInawa rag nit ro be imgth r Bar AT oaraeSRs 9
-pr0a'ol'g h ads ro ihhpane the structure r dniha3e dhanoctrnrtia r o so; the Yaihterahe 910 791-4441
k�ibrtg mataid may be added Ibm ansndnb should any be necessary inspect rrrygh outlet strwhrm after heavy man to see H any erasion amend barrier to awed
sere soh hoe limitations Bid make then pow for plant r kr fees a below the *p has taken place a H ranm have bon jams Mlhan Jonb am uhstesswX shandy ism Bar fifer
turf estabisfunent (see Chapter d Vegetathe CanAMerotbna� Immediately mate d needed repair to prevent firBNr 4.V t tnr k siie the
Jawboned money,ro the ��\/. \ 2 bh
-AFPrapriafe tlw*os sum rmmon Dust h)pnurh man Ppt rsedeedge Pot r tk wirer Extend be eke mask
a Pee Auras d Iron fresh-rota wires Foot should be sMsdded and uP dlpe wide of the posts using heavy duly tie rptn r lent 1 tech fang 'In
t
sent to the bran s the bwwh �t �
eandba od n saage pin kr r leas 6 months after saoation. S ol u wire mesh y kras k use4 apace posh a nmadimsn r 8 ft F92"l61110 TRENCH
[=XM Quiet Constructian EnSad-clam aW bee of trade materials Support pass sass as hikan seaway nro Me ywaW ro a minhsen r 18
CE /gas - Comalatorn *ocai ice; WmWOte-horBaltwd"do aid kw of tads substances. 6.Exbo shngM Star kh k with Oft pant spacing does not rep" wire mash 4-ausNm S7aE qt 2 t
toting uhdro anarhb r shot a support knee Staple a aria the er kbric 6ec8y ro pronto trcpwAclED 9dt z O O b
Rotted masers-stable r cattle masere not pan ndahr U `e-
obr bhly rotted
a 8 proposed leis r pasta aW�ipalape4 bean (Ogwa d }
1. CIer the anb r"and exit ass r air vegefallar% mob OW other 7.Exowts a bindh
ord
objlatahable mabrid and properly,9roda ftMwousawdust- loe of staNe and ddr4 Add O b Of nRragan to o N
2 Place the grant to Bra hpedlk grade and 6nerska ohm an the piaw andsad aft N fna band with compacted sot r yawl placed owe Bar After „y O I
WIMM i. Sludge-Tisobd paces and hdtsbid sedges ar awkble In vakue bms O bbnk 6 - �► € #
S PIm" ciain ge to carry rats to a sediment trap r other suilable outlet BNee sl o ski be used any n accadawe with load State and Federd 'P Fdbrk Q= ire PkatePlen (Ie�moarw�l 9.8a not attach War Wk to edahg hart Flues FABRIC
4. Use geoterM kdrka boom gay kWvw stability of the fianda8m In
kcdkns"Jed ro seepage r ho rater table. �� 1. 11&labri; use a psvlem suet of Jlm, Pdiesta. r ethllans r HAM.
POLYESTER.
R. OF DROP
VATH GRATE Ssdo sediment knco of bust me a reek and after each rohkal Ydro m EM1. PolAFsltx. aB DROP INLET p g
Maintenance Uo Bo key to Po marmt Y&how (Td k 6.nb to select Bar most �vn strsn9tln (50 b/1 hrh mihirxrnJ -Mot confabs ulbasdet my r°Wv s lo dy smFSG7N ( BD Pa ►war
iYhbitas ad atdlizrs Fabric skosd be siHklanB to Should He lost of a asirnant tone cakes; tsan docapme r became InN uusAvnot>i BAr l
appaprote seeding mature based on the genord site and mahteromw k dors y pwom pr� VIN ULT5 rap SrRAI p z b
Maintain be VvW pod in a candbbn to prevent mud r sedimmt from leavig A fisting r spedx k km �g sdshBBc names and daroctrioft a own adaWate daimp r Me temporary shdrrad pod tkrkp may be used for ne/fecMq ^ePkte R Pea mPIf Raplxe bwl� every 60 dope ISOMETRIC VIEW
the cambacfkn site. 16is may request pwk& kpdossnng with 2-Wch stone. cart-term hppfmflans H must be replaced every 60 dals Reface eahirmont depoefts as necessary to prosda odepab shah volume for am
After each rahkat kapect my structure used to � saatmmt aid down R h bras cat 2 Cut kbrk ham a tonneaus rd to aitniate)ohts not ysh aid ro redae picas e an Bar knave rake toe ro avoid aedrmkIng
out m necessary innsdetdy remove d o6*111mobe mat ands spied, Same Avow.ae s Fr stakes, on 2 x 4 loch wood Inwirnad) or sgnnvoloot metal *RA a 9 hero moor/ (1�1 FABRIC DROP INLET PROTECTION z
was @4 or tracked onto public modoals minimum isg of M 3 Removed laming materials wW unstable sediment dhmosb and bring be was
tear aswsrr careens rate er '�Fed'teao 4. Space stakes evrdy rand the perimeter r be Inlet a madmm r 3fL ro ad raDNss R after the contributing dohage awa has ben praperly, PRACTICE 6.51 c/1
waft ad covoler raft omwee to w Ward P� SW seamy dke them Into the 0
Lim w b�ass•ar be ddrw6ss y me look Sol leas r apart ¢pout ppraxkatdy 18 hope! Oap.
S To needed rabSty ro the hsfdatian, kvrro with 2 x 4-4wh wood wi N.T.S. t
prtnar toe r erys y w wee Chawsr Aperimot Advow r Atdwawe wee sHoo wood the crew r the oaaRor area at a mmkam r 1.5 ft above Me W $
sea/seesrrp saadkaw eehM arfaw w feimsrla risstr aA a s f
ova etlr Nreep reset aoieeYel sdowin alas r he AKVA homes dmp Inlet wort
w may ad waft et nsI r 1-6 sows kr swish ors-sas4 agsg 6. Place Me bottom 12 What of the ibis in a beach and bwk l Me he i b
INmRnoo�Slfllfoi wet he Itawt wee r osaao of the poche Twat At do der by wiM at lent 4 rahn of crushed taro or 12 Indio of compacted sal
Vwfflcdkn 16.10 - Specifications wry xa o 1 , 7. Fasten kbrk seaway to the stakes and page. ,bats must be overlapped to
e go rod stda
grading belies sesdbeds and Wall d r s wit sad as not war we ere.doe (Wo a w&dints gins top r the kame and kbrk mast be tog boor But devotian dam
comma preparng necessary p dap ;edfs6or dint ter w weft sir damoosi (Tdtw Afk asps son} the k
can proaBtxs, ran m dkol .atewall and bmhs Mihinne slap appn AstB.ah,.dr.wr,err+da w raee.a,,arts opts loan Me cop Inlet ro kepm mnorr frwm nlpassig Bar ire/ R may be
because dW make sombed prprafkn df * and ncrease be w skin haaard -Does rr;,h,d tswtae rnbosmay to buid a tanpongy Bar on the down slope wide of the structure
I/soh became oanpach d Bring grading loom then to a dpth of 6-8 i chin uyd-woes{ssy area 1-1 1A sw/we to prevent b)pom for. Motafd Ina within the sedmmt pool may be used
wing a roper, harm% or ddsl PAM &pry b1hrod damsy vet■2-3 low/an Maif r sake¢ (3 el
Csee"ftworoban oed a sesermHd ro wacenksl r attabisrrhont A harp.cocoas 0/aos r WW10(r w rgddrN) Impact be kbrk barer after each rain and make spans d needed S to provIde adspols amp B Sediment � � h
slehbel b loots ad uswikarm Nhera A dew stares sYMs sa o-tzw►law r S Io a(r Be sessdwt) Renew what trrakbe next min.�T�cat not to wea as m r mdra kb *WmicaB°ns ( shsa8oatab In a Q W O 00
�-P�a4 Yd�g methods ow Alper on w 6011 r sob w lsw/seer err w cot 4-e war a errdan°ge drn9 g81 - fasbrmcfm N
wed the surface may be left wen a more krepslo srlaoe of large clods and y dirks r der soddh ear ryesev srskrY a w®wr. Wen smainmt removal. 1•�Pr -ciw, grub and StIp topwal from arm mar be
saner arig a srdawadr nppb New w fia6r M a eves rows veers a NMn Ile enhbufhg dhliap area has been odapoWy staMbed remove at embankment to remove hen, aegsafkn, root and od r ob)acBmdle mdand. W 3 4h o:
Lining - Apply ime aasdg to sol test moarmmndutims H Me pH(addty) materials ad my unstable sodInhent ad&pow of Men prpefy 9•hg the Bday drain the pod was anti be dank oanpbts said bon remove brush o < CL W Z
o/Bra emir k not learq an appBaoBon r Bard oyfanfad innbrne d the app see Wbm ormdi,t b Rows wit;9rsw 0sy,.sq datrbed ate to be grad/r Bie dp knr aid smoob and compact it �t cn
rate r 1 to 1 1/2 toe/ace an coarse-teshrd xh and 2-3 tans/are/ on emevwe norm t speasa y swust y arts dos w eras lace a AW pdddy stabbhs d bat asp around be h1st plea orb cantakaft materials to k matt sediment an Vo o Za
O
eke-todred soh k wordy suNaiwnt Apply lirasram umfomby and weaM sears se4w(rsa Isar wee vet)FI r r sad vow shd r the anbarkme of to vo a t Plow harry �.n O� j a=0
sednmt control measures boor Me bash aw
Wmpaare Into the tap 4-6 ihcho ofwL Sole wNn a pH of6 orhig u r no cone Mom heal t sr klr a to*bsood waved ad so err
needed. p S O
need not be fted
2Cut-off treah-Exewte a cut-off trmdh dog the anterbw r the sarM 2 Z O W CO
FerHas- Bme rates an sal toss. Ww those am not paoebrt y o tL Z
apply a 10 f0-1 yule hrfT�r d 700 L00g b/ava BoM latHza and li; M embankment it op. Bra bond to role us motets hot o no tax make H an O
fuse ahsuld M it Wade
Into Me tap -LO isdhes r sal H a A= an less than 2 ft deep Thor out-off trench must extend Into bob abutments to r 2 2 ao 3
aeseer k ux4 do not mir nod and brMor mars Mon M minutes brae Nmt Bar epee i t of the of and, oaks Bra mhiam bottom width wide a n.
enagh to oparotkrr r eloper
o f Me aid compaction r Ow 1:n.but In no nose
Surbos iagM nag H recant _ lass than ft Make aide daps r Me bench no steeper than L 1. v ?
arlac4 oukitknd roughening may not be ysqurW swipptt to break large "�li 9�some as ftwo for the eMastmsnt Kep be b� o W
t-Tore N matedd knm Me t Vmwd rem ffimn an Bra plans it a
Pods N rohkwe mess the srkok g became sealed he aortas bow R shard be deco mnerd sod, frees r moil wady vefptta6an rocks rid cons K ern O
Gv Palo fi seed o es stonier rant Ian the
n other suitkno se metding (Pa I. n ono -h ofb, rm' , and sedi rIsare o6jocHmable matwid. Sowify arm on Wadi tat k be W
Qnofe a frnw shpn nseper than 3:1 an the ontar belays s�'g (Practice 1.Cansbmat and maimtah d easlen and seaihhontotiwn contra pracBen and placed belays pbdrg
Cn
&04 SWk es measree In accordance with fie pprowd suintaft antral pin and K the N navel mat contain suf8dmt mokhew so R can be ktmed by
constru die; tdwdulw hand into a bd wiIlalnt crwrbig. If water am be sgw2d out of am led, R
Plant Sel ction Tab Ells - Swig Na 4tP kr. 2Ramme good taped horn ryas to be Waist and Ned,, oW Wearvt R for is too vet kr proper co pxBac Place N materiel In 6 to 8-kxh ���`��014 CARO
ppr
Select an opdare Vern or gredm mirhor from Table 6.10q, far weft Nil-amw Study kams to Smell Coastal Pkhr Low to Ysda-Cars Lam use Is roe be r oats d critical confbuo s blest mor fie onfit Mg Me N asp ad it
Compact !y '..
in late winter aid erfy qft Table 6.10b for simmer, and Table 6.10c forSaedrng m&hre .ISaQ* be led to a mhhan dpth of nrho before Placing my be obtained by rnuMg of
cntstrucikrh haft equ�lmwhr over _pf IO y
fat Sixck+ - Con*edeyan - Rate - 10-20 6/acre (seed) r 33 bar/ace(sprigs) tapeel (Pratttpe gOt TopaoBhg) Ysr Y S Q
the so Bat bee anlir Surface r each le k bavesed b r loss are
Ses6q dates - MQ - .ion; (SPrWV am be dace Braga Ady where water is 4.0sr rid grub arm to be Ned to rmove iron vegetati n, mats, or other sad or trrood barb of the May oPnpmwnt or a compactor be used 8�,FT. ON OEAL
ESoft Y� pNY��9 a c)done sode►(broodcastj &a cvlWcker nodw amndoon Apply lone and kerflaer ds e0aable mot d Mat woM affect the blamed ig to y r IM N �lo t ro on deso8m 10x higher than Bo�desgrh hdght to �_"`v
rb9 to sol fast r pply 3Q0 SEmkin Mat N and nth k bee r bosh, r priate form, lags slung; 4440M Severs attach Me river to Bic bard r bard sib to _`I 'y
a hlfiavodr Use weeding ran gMen h Table gfDa-g10c. Broadcast aeedng 6/sae fo-io-ia bulking debris, aid Ober materials hpproprlat. Ivor eashucg�mg ruble maple' r tt'
oW hyaesoft we pprapMe for step dopm sae eq*mord meat be Sprigging -Plait aprigr In Aaron va a tractor-dorm bmplmter, r fik make a o startght structurd connection. Sense d coahxBane betwon bond 'y0ly�AAkr'�Q1NE t1�1:
oldies Hand broadcmfig k rat rroanmorded become r Me dtfl dly in bmadaart by hand &Place d N In laM not to ernes 9 Who n bidvssk and compact the sections by appmrodlorottrt"t assemblies Place be band and river an a
adhbaing a anion nhbbutia t Small grain;should be planted no mere Mon i Fwrow shard be 4-6 Inches dap and 2ft prat Pkae sprsgs dart 2 ft layers a rt*W to mdm math, 3*pogq setBemant a other related ion, smooth kixxrmm laaff r knposar wit Do not use pesos material won COMPACTED FILL OR
Ind deep aid g►m;x aid kgwaes nor more bon 1/2 bah. Broadcast nod must In Bar row oft ape end r a above yard level ftwo g11dZ Wotisns n sang groves r crushed clam m bailll rand Me ppe r ant-seep GRAVEL EXTENSION eii+talt+lm++ v
7.Do not ' beam material r soft muck a mr olrs. Am the N motmial amid the pipe W&Wq n 4-hah kjore and OF FABRIC AND IMRE '
M cased by rodg r dab dnggihq and Bien ightly ftm od with a ruler r Baadaoa d rates shown sae and press qdp 'via be top 1 1/2 kwhes r motrids into dopes, X Y mx a compact R under ad around the to at lent the some dymKy as the INTO THE TRENCH NOTE: r ?y s
axnfpaaker H)dsmebdsd mkk so sir Include a rand fiber(celulaes) mulch. sd 50 a disk set straight so Bat sprigs we not brought boat toward Mepys
y,lot• S.Do not place N an a ftm kwhdoHok ds to possbie ebadsnce and ak)acent embumkmmt Care must be /dean not to rate the POO tan lam contact SEE NARRATIVE
MukhWith b knmdoOon stm can A g Wder ON Poe hawahes FOR MORE DETAIL
!1Me on r appropriate nxft win nep ware a tabdofan t Wider normal Maintenance wfMse very Y- 20 bloam rtrogeh In gwhg wiM no lLKn dvediarpe aid other watr convgwae measures too of sod us I drig- Do not mulch 3110page. Pkse a mhkam dgoM of 22ftft. r hand-campxted badrN over Me peas spillway ISOMETRIC VIEW FILTER
and low ad is essermfid to sodig success under hash wee orndBon phosplona OwApedeyme meat tokmte hlgtn pH a•canes ArWar. of phoon of dowhapraent brae amusing R oft oaWarucUan emu nmL Anchor Bic tkr Is place by FILTER FABRIC
(Prodke 6.14, Muhahktg). fish site condtwns What taliads saps a sprigs rammed Bdrriigg conabuctlan In wagon" with orate r odw satisfactory mesas to promos/ irafkn. h no am lard Me FABRIC FABRICEXTEN lt�1 OF w
-aasdng h kwi for winter vow(wood fber naftes wo not oana bred approved methods (6w0ce 6.81, Subsurface Dyshj ppe mmdA be nettled by cutting a In" Vann Bic dam after be BAWILL FABRIC AND WIRE
adoWaft for ft ux� Table 611t - Seeding Nor 5t10 for Nbl-camas Sanely Loam to Oy Sandra; Low il.Psma wetly rabEn d ydd aem knowdstdy after fid grafts enbantrnmt k mnpNtw MINIMUM 8' INTO THE TRENCH
-mopes rear am aI, ymgwpat mryrred an soot wea W let grading pin Apply torpor" dMzcBon &6norga cy spihway4% W 1 the magancy spillway In md;htbd sd Rhe THICK LAYER
-ante voly ter r by roMx srromwm on d graded was rah work k ro M Interrupted a rkip)ed kr JO adhkvensmt r planed deveftar; Vale dmign sot, aW enbone aid sot OF GRAVEL MARE CCOMPACTED WIRE
-adverse soh(sMbs; rock); r Mgh In day r said), and FILL
Spare Rob (b/axe) rwkkg sop or/conga darted dopes w arBicd to fM ssocaxkl operation of emergency plra)c 801A NIMUM 8'MINIMUM -
-cress rooehng concentrated low Paranoia a ast 50 12 an that tpad stodpirl barony won ad Vd areas we odequotdy, d oralm Wth West pr Wro todwnt ssotbur -mawwbdan water � :......
..'
H Bra ass to be mslahed k subject to canentroted /autos a in sand; Scrim protected tan erekn with torpor"ad find stdllmfin measras including Protxton pper V-TRENCH
moor math with neHIng(Practice 5.14, Mdddhg) Bonnud gam 10 smut �9 ow t Y�9 a r y eW r Me pool ass to iprove bush 6p efTiasneY lRrrahoer Ruolf
Confys/Ilemusrn and Outlet Protscfkn). 14'MINIMUM 40MINIMUM
Gvmm mm 10mabtamm 7.Emdm onbd-Ca struet Big structure w led Me dstsbsd vest Is
Pabdedy chock of graded arm aid Me m.oporua eraaan and sedmomfodon mnimtxd D1wt swims ouster away tan bare aoaa Complete be abonk ant S C71ON SECTION
1.$°swig rate contra practiced sapeddy after homy ro4 Prompt nmove ad before be area a Wooed Sfa6M:t Me eneryeray*ftq embankment rid d
2 Us a moot ppewmce Is an chit sri e r
2 ter canon ewmidagram any
an ly Isolated Men arias R meat beacon o post assonant loom opok th r aid other r Jammidm a Prodkn f end war other construction
Gem saw Bpe wort r ah Pnc�{hd pMhmy ktnhedatdy SEDIMENT FENCE (SILT FENCE)
Bssoudagras may be replaced with 5 blame c ntpodyes. books cater, ccom thorn :mmadrrX Homes maintenance o/end ended anon after d rone b s,lee 9nb �
belays they beoarpe Significant yiWs k m essential pat of m eHectve Salety- may atbaet dt)dan and can be dagaans Avoid rep Practice 6.62 •
Seeahg arts* - Apr 1 - Jny 15 reeks; and sednad in onhal plan. Aldo saps; aW kxae and mark balm with omit sign 9 trapoeakg k
Table 6.10a - lapary Sowing Rxamneclatan for Late Minter and Eafy Sprkng Sol mrndni nb - Apply On oW lerilmar ooadng to ad teak or apply H dX Fula.d sale aid lead rsqudanuonts NTS
Seeding narbsn 4000b/cat grata agricultural knestons and 5W blaws 10-10-10&Uzor. Maintenance
*odn- Rye IAwsud lapedera (Kabs h Pkdnmt&W Could Plan lift Obedc stainemt basin after pabds of soiflomt nad Remove saint aid
Rork (b/ 20 Appy 400D b/asys gain sh or @%*dent ow ofmodw sd h.table nxk rnta Bit bomb bomb to itsrgihal ainadarW span sedhmont amrmrotn to am-
and irpedua anon duration of temporary over is not to extend be)and Ancchkr by WMV I sphdt rofig and netting or by crispingsM a mulch ha f Ile dtsyn depth.
AM andsabg tod A dok r M diodes of newly shoot can be used as a ankh and the embankment spiloops,
Orb and
outlet for snob dmugk me ceps be
Seeding dates-Cotes Prate - Dec I - Apr. iS anchow rod vet hwm&t*
Sol a iamimnts- Fdbr raonnend dioms r sol teas r apply ZWO b/acre 111wh arm - Rrrtlae On kiarkng Apr. with 50 flaws nfbogmn. Repeat Remove dd bash�other d*ds ken be rbr aid pod a
grand Whoultrd innestane ad 750 6/are 10-10-10 Wilber, as gob raluuirss May,be rtawd any ace a jear. Mien a neat ppoomwe is
or mulch mdartp cm show Anchor strow
Madan byt tocl ng OM mpkk wiling drove snit saiea ad nor at often n nnodet.
_ newly shoot an be used
as a Ydnfmaae abt TM bon' yafh is not fay adepate. Rnoq refertrue
and Na" kerodatdy,kiowiug,,clan or other dmaga Tab 6lir- Ses6g Na 7LP far /tax-tied t]harrNiaC Camtd Plain NOTE
Seeding IWfue DEfAIS 9KINN ARE 11PIGV. OF NSTALUROIS REDIKHD BY BE CIiY OF dACKSYaNNLLE
Table 6.106 - Teparary Seeding Recommendations for Sumner $ - Carman - Rafe - 40-M(1/2 b/10W It nlS 907 DOES NOT PI/RPW T in SIM ALL REQMiED CONSI W7W DETAIL, BUT
sown%dorm - Coastd PV AAPr- Ady RARER SOM AS A GUIDE RE ONIRACTOt 6 Rf9'aN9BLE FUR AVWW RI ALL
Sending m in 1e mist Sot mw&mb - Apply am aid fbtin according to sal tmtk r apply CITY OF,NO(SI3%W AiD STAir CODE8 AND CtM151RUC1KW STA�ARDS
ab(bR /oaro-40 JLOW)/art b/Wooden an
d d 5pi aus 10-10-10 brmor.
Sssnkg dotes-ComM Plain- Apr. 15-Aug. 15 Mrraih - use jbk =%vottkg or other ek6ctve Chanel fua mob ill
Sol ameNknts-Fdor rsomnwdataa of sot bob or apply Z000 b/awe to cow the bottom of dawn ds and dfdpes fie ibkg dash srfeW above am AUKJUL
yard oykrdfud Arontane and 750 6/ors 10-10-10 krtkw.. h depth o/hr. Am channel tide skim dove this hoot ad t77D6KW CggTRO LN7AllS AND SPECM7CAlIQ4S ARE AS PER 1iE ERa90t1 O
ikYdh -Apply 4000 6/Gas arbor Anchor shoe by taddg with aphdt nstfig requiringstay fg nwU1 m94 a toy 4,Q70 b/car grab show AID gmwENT Conn PLAMW MO WK111 MANUAL'OF THE STAiF ar
r a m" anchoring tod A dot with Wakes set nearty straight am be used and cedar arbor by materials
ping urotust ow Bra top,
m a an" mdaing tod �� mateids must be chess to wash down algss whore Ooy,can �� . DEPA CZ10E LF fNWILMV 1 AND MAN AL RLS�UI�S W
MaIntehaae-RekerHhs H grorBn k not fuNy adequtta itched, reitlize uiEST EAhiKRI PRACiKE NfNBE1PS RITER R) lilS MANUAL
hfs
aid ow" nnrodobfy k w>i Ing canon or aber smogs Maa ce -A mk mm of roars is required kr earab6ehnaht hepect and COVTWMR IS RE"ME Felt MANTAMV A CLAY Li M MANUAL
repair sdd hePan}hs Rebrflae the krbwrg Apr olb 50 blocre OV-SIE AN1 O IRM RUT ALL SPERM ARE FAMW WZH i1E
Tubb g10c - Tenpavy Seeding Recommendation for Fd nftp STMWARDS ANI SPEOM11W SIM N RE MANUAL AND aft RE PUN. DATE.• 2-1-05
Sessm m&hre
acre ?20 Rob* Appemdx 802 for botonkd names Ha?Z. SCALE. N/A
N/A•
Seeding data - Cooed Plan aid Piednap 15 - Lbc 0 DRAWN BY JSL
Sol amondnanb - Fobs salts a apply
VFRT.. SCALE.
fon Z b./sa y e ard agricultural
8mesaro and tOW 6/sae 10-10-10 fstfty.
Mulder Apply 4,OW bloom sker. Anchor straw by taakag with asps*
rats ft or a mach asdakg tool A d;k r M blades ad Orly,shoot can
be used a a moth along tool CHECKED BY. HSR
Mahbmae- Repair a l rahrflm dmogd areas k nmfl:44 Tapeless with 50
blow of nitrogen In Mark H R is necessary to extend tegaary cow PROJECT NO.: 04-0027
bWW Am 14 mrsoed with 50 6/6ae Kobe (Piedmont and Camtd Plain)
Shoat No. 2 Of 2
Y