SW8051206_APPROVED PLANS_20060110

STORMWATER DIVISION CODING SHEET
POST -CONSTRUCTION PERMITS
PERMIT NO.
SWY��
DOC TYPE
❑ CURRENT PERMIT
FOP APPROVED PLANS
❑ HISTORICAL FILE
❑ COMPLIANCE EVALUATION INSPECTION
DOC DATE
I/O
YYYYMMDD

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REVISIONS
Description I By
NOTE: EXISTING 18" CULVERT II V ±28.3
CONTRACTOR TO FOLD VERIFY EXISTING
PIPE SIZE, LOCATION AND MATERIAL PRIOR
TO CONSTRUCTION. CONTRACTOR TO INFORM
ENGINEER OF ANY CONFLICTS PRIOR TO
COMMENCING CONSTRUCTION.
/
TEMPORARY CONSTRUCTION ENTRANCE
1"=30'
rvrr�T�ui+ i+� n t�rnT
KIiM 131.1
INV 29.0
/
00 /
/
1$" FES INV 28.3 �oe
w/10'x15'x18" ED
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OUTLET c
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30.8 + 1�
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r
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20" FES INV 28.2
w/10'x15'x18" ED
Little River Rd NW a� h
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5
SITE Z
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VICIINITY MAP
NOT TO SCALE
SITE DER
SITE ADDRESS 1636 ASH LITTLE RIVER RD
ZONING CO-RU
BUILDING USE STORAGE UNITS
TOTAL AREA (GROSS) 2.81 ACRES
BUILDING HEIGHT 14'
SETBACKS
FRONT 50'
SIDE 20'
REAR 10'
EXISTING BUILDING AREA 2,200 SF
PROPOSED BUILDING AREA 46,750 SF
TOTAL PARKING SPACES PROVIDED 5
PROPOSED ASPHALT AREA 31,902 SF
TOTAL IMPERVIOUS AREA 82.440 SF
LOT COVERAGE 67.4%
LANDSCAPING AREA REQUIRED 2552 SF
31,902 SF x .08 = 2552 SF
LANDSCAPING AREA PROVIDED 2555 SF
NO WETLANDS EXIST ON SITE
LEGEND
c�
-32- — -- - EXISTING CONTOUR
0
PROPOSED SPOT ELEVATION
® DROP INLET w/INL.ET PROTECTION
�--- �— STORMWATER RUNOFF DIREVF94�
CONCRETE AREA
(175) LANDSCAPING w/AREA r
LIMITS OF DISTURBANCE
— I— x TSF x x— TEMPORARY SILT FENCE
W W PROPOSED WATER MAIN
--- SS SS PROPOSED SEWER MAIN
— SD SD PROPOSED STORM DRAIN
-- '�- - EXISTING FENCE
dTV r} � :OWN ER:
JLM ENTERPRISES INC.
JERRI NORMANDT, PRESIDENT
1636 ASH LITTLE RIVER RD
ASH NC, 28420
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DATE 12-01-05
DESIGN PGT
DRAWN SCIuI
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SHEET 1 OF
05162
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REVISIONS
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SEE PLAN
�, •.. �B,Al� :i��:
wl .r.. • • X OR
APPROVED
ENERGY DISSIPATOR
FINAL BA
PIPE SIZE AS
INDICATED
ON THE PLANS
57 STOI
ORIENPLAN
TIA O FOR PIPE
Hill
CONC. COLLAR
LAN
CONC. COLLAR
BRICK MASON
ornc '7n►ir
a 1 OR 2
" MIN.
/2 O.D.
/2 O.D.
" MIN.
FOUNDATION
MATERIAL
PIPE BEDDING DETAILS
DUCTILE IRON PIPE/C-900
NOTE: DEWEY BROS.
CH-BN 3A FOR CATCH
BASINS AND CH-BN-47
FOR YARD INLETS
T PAVEMENT
r. VARIES
4»
■ � r
3000 PSI CONC. � '
. 4 o
NOTE:
DROP DROP FOOTING 12L &
SECTIONING AS SHOWN
DROP INLET DETAIL
RESERVED ANDI x 1'-I" x KING STD. ALUM.
HANDICAPPED PARKING SIGN
TO READ "RESERVED PARKING'
E
PARKI�p WITH IDENTIFICATION SYMBOL.
NG BOLT TO WD. POST W/ 3/8" CANDIUM
PLATED NUTS, BOLTS do WASHERS.
9" x 1'-I" x .080 STD ALUM. SIGN
"MAXIMUM
o
TO READ PENALTY $100.
GS 20-37.6*. BOLT. TO WD. POST
WITH 3/8" CANDIUM PLATED
12" _ I NUTS, BOLTS & WASHERS.
'
LEGEND AND BORDER - GREEN PRESSURE TREATED 4"x4" POST
i
WH KGROUNDL 0�9,.J�JE BACKGROUND FINISHED GRADE
������
1-1 /2"R(TYP)
MAXIMUMzi
CD PENALTY
=1 I I-i! I� �i
11=1 I l- o
3 8-(TYP)
$250
GS 20-37.6I-
i l l-i I -III I
11 Ed 11 I
-I I-i i I I
I 1=1 I i-
12"
LEGEND AND BORDER - GREEN
BACKGROUND - WHITE
TYPICAL HANDICAPPED
SIGN
DETAIL
ii
6' MINIMUM 10'
TOP OF BANK EMBANKMENT VEGETATIVE SHELF
EL 31.5
FLOOD POOL EL 29.25
NORMAL POOL rO NORMAL POOL EL 28.4
EL 28.4
L31
1FOREBAY MAIN POOL
EL 25.4 1
3
3 BOTTOM
* POND SLOPE TO BE SEEDED IN ACCORDANCE EL 22.4
TO SEEDING SPECIFICATIONS
* 6:1 VEGETATED SHELF TO BE PLANTED
WITH WETLAND SPECIES I.E. COMMON THREE FOREBAY WALL SPILLWAY TO BE
SQUARE, DUCKWEED, PICKEREL WEED, PONDWEED, LINED WITH FILTER FABRIC AND 15"
SEDGES, SMARTWEED WATERWEED do WILD CELERY LAYER OF CLASS "B' RIP RAP
VA PUMP WILL BE PROVIDED TO DRAIN THE BASIN
FOR MAINTENANCE AND EMERGENCIES
DETENTION POND &FOREBAY SECTION
NM
2" TYPE SF 9.5A (NCDOT)
-8- ABC STONE (NCDOT)
NOTE: MPEE"ClUGSUERNONFIM CONDITIONS.
6" WEIR
A A.
L1N3"
err �
1.5#I.D. 4 a
STEEL
40-00
GALL. BAR GRATING -- 1" x 1/8" BEARING BARS SMAX OPENINGP
FASTEN WITH TYPE J CUPS. ATTACH TO 1-1/4 x 1-1/4" x1/4
GALVANIZED ANGLE FRAME. MORTAR FRAME TO TOP OF OUTLET STRUCTURE. ATTACH GALVANIZED WIRE
AND FAGS OF WEIR R(E�EOIFICEB OVER
DIAMETER
I ) "f
TOP OF BANK ------- TnD nr wnv xn s ✓
18"
1
rA
LIEMPORARY BOTTOM EL 22.4
SECTION A - A GRAVEL
FILTER
DETENTION POND OUTLET STRUCTURE z
NTS :I
0
W�
CONTRACTOR
& GEOTECHNIICAL�� SITE WORK NOTES 4< ml
ENGINEER TO DETERMINE 1. THE CONTRACTOR SHALL VISIT THE SITE AND BECOME FAMILIARIZED WITH EXISTING W
STEEL WOOD POST ACTUAL PAVEMENT SECTION. CONDITIONS BOTH ON AND IMMEDIATELY ADJACENT TO THE SITE. F4
2. CLEARING: CONTRACTOR SHALL REMOVE ALL TREES AND VEGETATION WITHIN LIMITS r ,
FAQ OF CONPAVEMENT SECTION 3. GRUBBINGRAND OSTRPP STRIPPING: CONTRACTORUNLESS OTHERWISEESHALL RAKE AND REMOVE ROOTS, STUMPS, rW, 0
GNATED TO REMAIN.
1M IF rA. � FABRIC VEGETATION, DEBRIS, ENSTING STRUCTURES ABOVE AND BELOW GRADE, ORGANIC MW Z
n MATERIAL OR ANY OTHER UNSUITABLE MATERIAL WITHIN LIMITS OF CONSTRUCTION.
4. MUCKING: CONTRACTOR SHALL COORDINATE WITH OWNER AND THOR GEOTECHNICAL
REPRESENTATIVE TO COORDINATE REMOVAL OF ANY SOFT AREAS.
5. DISPOSAL• CLEARED, GRUBBED, STRIPPED OR OTHER WASTE MATERIAL SWILL BE
REMOVED FROM SITE AND DISPOSED OF IN A PROPERLY PERMITTED FACILITY.
o ANCHOR ��� ENGINEER 6. FILL AND COMPACTION SHOULD COMPLY WITH GEOTECHNICAL REPORT.
i 7. THE CONTRACTOR SHALL NOTE THAT THE GRADING PLAN MAY NOT REPRESENT A BALANCED
EARTHWORK CONDITION. THE CONTRACTOR SHALL BE RESPONSIBLE FOR CUT AND
FILL QUANTITIES AND COMPLETE INSTALLATION TO SPECIFIED GRADES. r ,
8. THE CONTRACTOR SHALL FURNISH SUITABLE BORROW MATERIAL FROM AN OFF -SITE F+,� 0
PROPERLY PERMITTED FACiUTY AS REQUIRED.
NOTES: 9. THE CONTRACTOR IS RESPONSIBLE FOR THE LOCATION AND PROTECTION OF ALL LATE WINTER & EARLY SPRING A 0
1• SFENCE HALL FABRIC EE A � OF x � • WIRES � 24 S. D Q EXISTING UTILITIES DURING CONSTRUCTION. BEFORE COMMENCING ANY EXCAVATIONS AY IEMPOPMY GRAMNG DUAL F•�••�
SPAoM JG IN OR ALONG ROADWAYS OR RIGHT-OF-WAYS, PUBLIC AREAS OR IN PRIVATE
2. FABRIC SHALL BE FOR EROSION CONTROL AND MN. OF Q� EASEMENTS, THE CONTRACTOR SHALL NOTIFY ALL APPROPRIATE PERSONNEL OF SEEDING MD TURE A W
36" IN WIDTH. FABRIC SHALL BE FASTENED THEIR INTENT TO EXCAVATE, IN WRITING, NOT LESS THAN 10 DAYS PRIOR TO EXCAVATING. WE N!b/acrrl
� U
ADW ATELY 70 7HE WIRE FABRIC AS DIRECTED BY 114E �II�y 10. THE CONTRACTOR SHALL BE RESPONSIBLE TO COORDINATE DISCONNECTION/
ENGIINEER. RECONNECTION AND/OR THE RELOCATION OF ALL EXISTING U11UTIES WITH A w ual I••ped•za (Kobe in 120
3. STEEL POST SHALL BE 5'-W IN HEIGHT AND BE OF THE APPROPRIATE PERSONNEL Piedmont and Coostal Plain.
SELF -FASTENER STEEL ANGLE TYPE 11, EXISTING SURVEYING PERFORMED BY DAVEY G. WILLIAMSON AND SUPPUED BY THE OWNER. Korean In Mountains) 50
4. WOOD POST SHALL BE A MIN. OF 6' IN HEIGHT AND S 12. THE CONTRACTOR SHALL FIELD VERIFY ALL DIMENSIONS AT THE SITE. FURTHERMORE On* arm" lssp•dua when duration of twnpwwy corer is not to extwW
TO 4' IN DUMErm tim-E FABRIC sHAL.L BE FAsrmm 6MI THE CONTRACTOR SHALL REPORT ALL DISCREPANCIES OR QUESTIONS TO THE E14GINEFR bwj&b duos..
TO woOOEN POST WITH NOT LESS 11- MI 09 WIRE STAOLE PRIOR TO INSTALLATION. z
11/Y TONG COARSE AGGREGATE ���• 13. THE CONTRACTOR SHALL PROVIDE ANY AND ALL LAYOUT REQUIRED TO CONSTRUCT NG DATES:
HIS WORK UNLESS OTHERWISE DIRECTED BY OWNER. Mo%wb tw - gore 25M rc FW 15-Htcy 15
TEMPORARY SILT FENCE 14. ALL PVC UTILITY MAINS SHALL BE INSTALLED WITH A MINIMUM OF 36" COVER Below R: F•b, 1-II� 1 � � M
NFIRS AT FINAL GRADE. Piednwrt - don. 1-4* 1 W
15. ALL SERVICE CONNECTIONS SHALL BE INSTALLED TO MEET ALL LOCAL AND STATE CODES. Coodd Plaits - Dm I -Apr• 15
TEMPORARY GRAVELLED METERS, TAPS, MATERIALS, WORKMANSHIP AND ALL FEES SHALL BE THE RESPONSIBILITY SOIL AMENDMENT'S
CONSTRUCTION ENTRANCE 16. AALFL THE VEMMENT BASE AND s SHALL COMPLY SHALL CONFORM EQTOI NCDOT STANDARDS INCLUDING FoOon noorwtfsndollorts at eal tots orqp
2,000 Ib/ocn Wo W apicul--
AN WORKMSHIP, MATERIALS AND EQUIPMENT. APPROPRIATE BARRICADES, SIGNS, LIGHTS rural i and 750 a/mre 10-10-10- t' Mbwr. •
NTS OR OTHER TRAFFIC CONTROL DEVICES SHALL BE PROVIDED IN ACCORDANCE WITH NCDOT
TO MAINTAIN SAFETY AND TWO WAY TRAFFIC. MULCH SPRING -SUMMER
2X4 WOOD F17. ALL AREAS SHALL BE GRADED FOR POSITIVE DRAINAGE. THE CONTRACTOR SHALL REPORT / PERMANENT GRASSING DETAIL co
:77� WOODOR STEEL STAKE ANY DISCREPANCIES TO THE ENGINEER PRIOR TO INSTALLATION. ALL AREAS SHALL BE OR `AY 4' C A�IfptoraNc Tool,.. A C ,II BLADES � � s *nr c" LNG INURE �12
FABRIC SLOPED TO DRAIN AWAY FROM BUILDINGS AT AIL TIMES. � AS A Mt�CH ANCHORING TOOL
18. CONCRETE STORM DRAINAGE PIPE SHALL BE CLASS III WITH RUBBER GASKETEO JOINTS 12cmRAID
AND INSTALLED IN ACCORDANCE WITH MANUFACTURER'S REQUIREMENTS.
m 19. USE WHITE LANE MARKING PAINT FOR ALL PAVEMENT MARKINGS. PAINT SHALL BE A MAINTENANCE 30
CHLORINATED RUBBER ALKYD, FS TT-P-115, TYPE III, FACTORY MIXED, QUICK DRYING, COMMON BERM DAGRAss 10
4- NON BLEEDING. REFLECTIVE MATERIAL MAY BE ADDED AT OWNER'S OPTION FOR R.hrtMiz• gfp1h is not Hwh adequate R•seed. nt.rtRz. and nwlch in- 6ERMAHI� t0
r� o: NIGHT REFLECTING. nredfabAr 1olerdrg •roeion er otter darrwps TALL FESCUE 5O
lz
RUNOFF WATER m 21. DUCTILE IRON SWILL , CLASS 50. pp SUMMER GRASSING DETAIL SEEDING NOTES W
w/SEDIMENT 21. CONCRETE FOR WALKS, CURBS AND DRIVES SHALL HAVE A MINIMUM COMPRESSIVE
STRENGTH OF 3000 PSI O 28 DAYS - AIR ENTRAINED. 1. WHERE A NEAT APPEARANCE IS DESIRED, OMIT SERKEA.V22. FIELD TESTING SHALL BE DONE BY AN INDEPENDENT TESTING LABORATORY PAID FOR SEEjj NG MD(rURE 2. USE COMWN BErsuows�s ONLY ON ISOLATED STIES WHERE IT CANNOT DE-Zj tv r�~o INLET COME A PEST. BERMUDA� ANY BE REPLACED KITH 5 b/acre GEN PEDEWASs 0�:!71*1
z SEDIMENT BY THE OWNER. FURTHER TESTING REQUIRED DUE TO A FAILED TEST WILL BE 1* 4 >`•� .--I
M "� � PAID FOR BY THE CONTRACTOR. �� /o�1r � Lo Ili Ud
BURIED FABRIC SKIRT 23. SEE GEOTECHNICAL REPORT NO. , DATED , BY GERMAN MILLET 40 SEEDING DATES � I I
-� AS DIRECTED BY ENGINEER FOR ADDITIONAL REQUIREMENTS. IN THE PIEDMONT AND MOUNTAINS, A SMALL-rrEMMED S�Ioatr�Afs w►Y BE APRIL 1 - JULY 15 Zj Z co cr) 6
CONSTRUCTION SEQUENCE SUBBT U D AT A RAZE OF 5C LB/ACRE. r4 co cD 3
1. NO CUT SLOPE OR FILL SLOPE SWILL EXCEED A RISE OR FALL OF ONE FOOT FOR
EVERY RUN OF 3 FEET (1 VERTICAL TO 3 HORIZONTAL). SEEDING NOTES SOIL AMENDMENTS 04
2. NO SEDIMENT WILL BE ALLOWED TO LD(TT THE SITE. ALL EROSION SHALL BE CONTROLLED MOUNTAINS - MAIN t5 AM 15 APPLY UHE Alto FERtMEt ACCORDING TO 9DIL TESTS. OR APPLY 3.00D lb/am � � � 0 W
INCLUDING SIDE SLOPES DURING AND AFTER CONSTRUCTION. PIEDMONT - MAY 1-AM 16 BROUIRI AGIN IlL1URE L6esroNE AND 5DD b/oaw lo-ta-tO FEIrnL�t 0 o
3. INSTALL PRIMARY EROSION CONTROL MEASURES BEFORE BEGINNING CONSTRUCTION INCLUDING COASTAL PLAN - APIL 15-A' 15 Oz a
BUT NOT LIMITED TO GRAVELED CONSTRUCTION ENTRANCE, SILT FENCE, CHECK DAMS, ETC. a U •� Iz
INSTALL ALL SECONDARY EROSION CONTROL MEASURES AS SOON AS POSSIBLE AFTER BEGINNING SOIL AMENDMENTS MULCH H g
CONSTRUCTION.
4. ALL EROSION CONTROL MEASURES TO 8E INSPECTED AFTER EACH RAIN. F01" M OF SOL TESTS OR APPLY Z000 LB/ACRE GROUND AORICUL- ..� ,--r Nr N
2X4 WOOD FRAME RM LIMF3iW ADD 750 UVACRE 10-10-10 FERIL2t. APPLY 4,OD0 b/aaa GRAN SIRWN EQUHAtENi' CORR OF ANOTHER SUTABLE V-1 •,--1 4
WOOD OR SILT FENCE AND INLET PROTECTION ARE TO BE CLEANED WHEN 0.5 FEET OF SEDIMENT HAVE NRA.CEL ANCHOR BY TACKING WIN ASPIW. I MNG, OR NETTW OR BY CRIMPING �
STEEL STAKE ACCUMULATED N FRONT OF THE DEVICE OR WHEN THEY LEAK OR FAIL SEDIMENT TRAPS ARE WITH A MULCH A NCIMI NG Toot. A DISK WITH III ADE5 SET NEARLY ST &IT CAN
CLEANED OUT AS STATED OR WHEN HALF FULL MULCH USED AS A I�H ANCHORING TDOL
DROP
INLET BURIED FABRIC SKIRT 5. IF APPLICABLE, CONSTRUCT PROPOSED RETENTION POND TO ACT AS A SEDIMENT BASIN APPLY 4AWiB/ ACRE SixAiIL ANCHOR SMW BY 17OMS WIN ASPHALT, NEr1M�, �
DURING CONSTRUCTION. REMOVE ACCUMULATION OF SILT AS REQUIRED TO ALLOW PROPER OR A MULCH NICHORM TOO- A 00 WITH NiLADES SET NEARLY STRAIGHT CAN BE
FUNCTIONING. RESTORE POND TO DESIGN LEVELS AT THE COMPLETION OF CONSTRUCTION. USED AS A MULCH A"CNOtNMIK 700L MAINTENANCE �
6. IF APPLICABLE, INSTALL DROP INLETS WITH INLET PROTECTION TO ACT AS SILT TRAPS REFERIUM THE FOLLOWING APRL WRH 50 /b ace NnROGE►L REPEAT AS GOWIH N
DURING CONSTRUCTION. REMOVE ACCUMULATED SILT AS NEEDED TO PREVENT SILT FROM NTENANCE REOUIRM MAY BE M AND �� YFIM Mt �!► tNFAT APPEARANCE Is
ENTERING STORM DRAIN PIPING.
7. A 4 LAYER OF TOPSOIL SHALL BE APPLIED TO ALL NEW AREAS TO BE GRASSED. REi17RTttr E IF GROWN E NOT P,ILLY ADEGIUTE. RESM) REFERi= AND MULCH MN-
�� 8. ALL DISTURBED AREAS WILL BE STABILIZED WITHIN 15 DAYS OF CEASE OF AW PHASE OF IE�NIuaY EROSION O7I�R DAAIIAGE' FALL -WINTER
ACTIVITY. THIS INCLUDES SLOPES, SWALES, STOCKPILES AND OTHER UNSTABIUZED AREAS.GATHER 9. r\
EXCESS 10. OREAIN ALL STRINGENT MION CONTROL EASUES MAY BE REQUIRED EQUIRED TO HALTURES UNTIL CT IS EROSIONMPLEM IF THOSE ON THIS PERMANENT GRASSING DETAIL \````,,;1iiIIIIN,�►�����,!
AT CORNERS PLAN PROVE TO BE LESS EFFECTIVE. TEMPORARY FALL GRASSING DETAIL SEEDING MIXTURE ,�� 'ssr'''
11. REMOVE ALL TEMPORARY EROSION CONTROL MEASURES UPON COMPLETION OF CONSTRUCTION. 4k,'•�y
NOTES: ALL PERMANENT MEASURES SHALL BE WELL ESTABLISHED PRIOR TO PROJECT COMPLETION. SEEDING MD(TURE SEAL
TALL F NUE MEND OF TWO OR
1. AS SYNTHETIC FABRIC, USE A PERVIOUS SHEET OF NYLON, 5. TO PROVIDE NEEDED STABILITY TO THE INSTALLATION, FRAME WITH MAINTENANCE REQUIREMENTS AEC= WE ( w T 20 17374 - POLYESTEROR ETHYLENE YARN -EXTRA STRENGTH 2x4-INCH WOOD STRIPS AROUND THE CREST OF THE OVERFLOW Rye (Grain) 120
(50 LB/ 1 iNCH MIN.) -THAT CONTAINS ULTRAVIOLET RAY AREA AT A MAXIMUM OF 1.5 FT ABOVE THE DROP INLET CREST. 1 • ALL EROSION AND SEDIMENT CONTROL PRACTICES WILL BE CHECKED FOR STABILITY AND
INHIBITORS AND STABILZEIiS. FABRIC SHOULD BE SUFFICIENTLY OPERATION FOLLOWING EVERY RUNOFF -PRODUCING RAINFALL, BUT INNO CASE, LESS THAN SEEDING DATES C
POROUS TO PROVIDE ADEQUATE DRAINAGE OF THE TEMPORARY 6. PLACE THE BOTTOM 12 INCHES OF THE FABRIC IN A TRENCH AND ONCE EVERY WEEK. ANY NEEDED REPAIRS WILL BE MADE IMMEDIATELY TO MAINTAIN ALL SANG � _ � �;��jA'•�r......,.,�,` ' • \`��
SEDIMENT POOL BURLAP MAY BE USED FOR SHORT-TERM BA i2 IN THE HES RE COMPACTED SAL.. 4 INCHES OF CRUSHED STONE PRACTICES AS DESIGNED. 15 Atx� 15-DEC AUGUST - DECEMBETt .F� '�''��,CREI►+ "' �\`` APPLICATIONS. IT MUST BE REPLACED EVERY 60 DAYS. 2. ALL CONSTRUCTION ENTRANCES WILL BE PERIODICALLY TOP -DRESSED WITH AN ADDITIONAL 2 SOIL AMENDMENTS
2. CUT FABRIC FROM A CONTINUOUS ROLL TO EUMINATE JOINTS. 7. FASTEN FABRIC SECURELY TO THE STAKES AND FRAME. JOINTS MUST BE INCHES OF 14 STONE TO MAINTAIN PROPER DEPTH. ANY SEDIMENT THAT IS TRACKED IN TO
OVERLAPPED TO THE NEXT STAKE. THE STREET WILL BE IMMEDIATELY REMOVED. SOIL AMENDMENTS APPLY LIME AND FiR1IM ACCORDING TO SOIL TESTS. OR APPLY 3.000-5,000 Ib/•a„.
3. FOR STAKES, USE 2x4-INCH WOOD(PREFERRED)OR EQUIVALENT 3. SEDIMENT WILL BE REMOVED FROM THE SEDIMENT TRAP AND BLOCK AND GRAVEL INLET t.aaq b/ 0n'-io-tO�OFERt US' THE LOWER RATE ON SANDS sus) +MHO DATE 12-01-05
METAL. WITH A MINIMUM LENGTH OF 3 FT. 8. THE TOP OF THE FRAME AND FABRIC MUST BE WELL BELOW THE GROUND PROTECTION DEVICE WHEN STORAGE CAPACITY HAS BEEN APPROXIMATELY 50% FILLED. 1Aip�,000 OR
1�to�--i FERTIL�IZEIL � DESIGN PGT
4• SPACE STAKES EVENLY AROUND THE PERIMETER OF THE INLET ELEVATION DOWNSLOPE FROM THE DROP INLET TO KEEP RUNOFF FROM GRAVEL WILL BE CLEANED OR REPLACED WHEN THE SEDIMENT POOL NO LONGER MULCH
A MAXIMUM OF 3 FT APART, AND SECURELY DRIVE THEM INTO BYPASSING THE INLET. IT MAY BE NECESSARY TO BUILD A TEMPORARY DRAINS PROPERLY. DRAWN SCM
DIKE ON THE DOWNSLOPE SIDE OF THE STRUCTURE MULCH APPLY 4,000 b oas C1iAMN STRAW OR floU #LENNT CORER OF ANOTHER SUUIBLE
THE GROUND, APPROXIMATELY 18 INCHES DEEP. 4. SEDIMENT WILL BE REMOVED FROM BEHIND THE SEDIMENT FENCE WHEN IT BECOMES ABOUT MULCH. A li1RAW BY TACN41N0 WRM ASPHALT ROVING, OR WING OR BY CRI P-
0.5 FEET DEEP AT THE FENCE. THE SEDIMENT FENCE WILL BE REPAIRED AS NECESSARY APPLY ti000 LEI/ACREHDRI G 700 ANCHOR WITH A T EAR T• IND WRH A MULCH ANCHORING TOOL. A DISK WIN BLADES SET NEARLY ST t#W CAN
OR A AS AH IDOL A DL51C WITH TRADES SET NEARLY 57RANOHHT CAN BE BE �D AS A MULCH ANCEHORIIG TOOL.
TO MAINTAIN A BARRIER. SILT FENCE STAKES WILL BE SPACED 6 FEET APART UNLESS IiSED AS A LNILCN AMCHORING TOOL.
TEMPORARY FABRIC DROP INLET EROSION CONTROL A WIRE BACKING IS USED WITH 8 FOOT STAKE SPACING.
5. THE SEDIMENT BASIN WILL BE CLEANED OUT WHEN THE LEVEL OF SEDIMENT REACHES 2 FEET MAINTENANCE MAINTENANCE NTS BELOW THE TOP OF THE RISER. GRAVEL WILL BE CLEANED OR REPLACED WHEN THE
SEDIMENT POOL NO LONGER DRAINS PROPERLY. Repair and rwretiYlxs dmVt auras hvnrdiat*. Topdmn with 50 lb/m � �O� TO � � OR APPLY 40 Ip � � w jmyy�
of in Marsh R R io noosnory iv •Awtd bmworary corer OR FEBRIAARY. 40 b IN SFPIEIMRR AND 40 b IN FROM A 12-4-8
6. ALL SEEDED AREAS WILL BE F1OtTIUZED, RESEEDED AS NECESSARY. AND MULCHED ACCORDING ,I,rs t�e�eres•dw1� 5p II,/oore Kob• a„d coa.eal pNaw, LAIN-4-Ns, at sMMt�AR TURF FERnLaER A�OIo FERrrR.tTloNs Nx1RMIc SHEET 2 OF 2
TO SPECIFICATIONS IN THE VEGETATIVE PLAN TO MAINTAIN A VIGOROUS, DENSE or Koran MlnwMNnr %we*= in logs Fibs Car writ Marsh. WNtM MFJITHER AS THIS INCREASES STAND LOSSES TO DISEME. RESEED, FEIMLIZF,
VEGETATIVE COVER. NO MU MM DAMAGED ARM EDIAX&Y. MOO TO A HEIGHT OF 2.5-3.5 INCHES
AS 05162
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