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I ANY TREES THAT HAVE BEEN DROPPED DUE TO
CONSTRUCTION ARE TO BE MUL TCHED FOR
USE IN THE LANSCAPING AREAS.
EROSION CONTROL PLAN
LEGEND
AREAS TO BE USED FOR TOP SOIL
STOCKPILE
AREAS TO BE PAVED
PIPE RIP-RAP
TEMPORARY CONSTRUCTION DRIVE
PERMANENT SEEDING
EROSION CONTROL BLANKET
SILT FENCE
DITCH (CL)
INLET SEDIMENT PROTECTION
(SEE DETAIL)
SEDIMENT BAG PROTECTION
(SEE DETAIL)
STORMWATER POLLUTION PREVENTION PLAN
PURPOSE: The intention of this Spill Prevention, Control and Countermeasures (SPCC)
is to establish the procedures and equipment required to prevent the discharge of oil and hazardous substances in quantities that violate applicable water quality standards, cause a sheen upon or discoloration of the surface of navigable waters or adjoining shorelines, or cause sludge or emulsion to be deposited beneath the surface of the water or adjoining shorelines. The Plan a/so establishes the activities required to mitigate such discharges (i.e., countermeasures) should they occur.
FACILITY DESCRIPTION; The building consists of a one story residence for a sma/J retail business. The building will have public sanitary sewer and public water. There are no above or underground tanks at this facility.
SCOPE: Definitions;
Oil: means oil of any kind or in any form, including but not limited to pe'froleum, fuel oil, sludge, oil refuse, and oil mixed with wastes other than dredged soil. Discharge: includes but is not limited to, any spilling, leaking, pumping, pouring, emitting, emptying, or dumping. Navigable Waters: means all waters of the United States that are connected with a navigable stream, lake, or sea. [Note: This definition is usually interpreted to mean any wastewater (even nonnarly dry wash or stonn sewer) that eventually drains into a navigable stream.
FIRE CONTROL: a)Portable ABC fire extinguishers are located on construction equipmentand the construction trailer(s) throughout the site.
b)The Noblesville Fire Department
PLAN REVIEW AND AMENDMENTS; This Plan shall be reviewed and/or amended, if necessary whenever there is
a change in the corporate boundary, construction, operation, or maintenance which materially affects the site's potential for the discharge of regulated material.
PREDICTION OF POTENTIAL SPILLS: 1. Nearest Navigable WaterOn-site detention pond 2.Drainage System All stonn drainage leaves the site by open ditches and closed storm systems to the dry detention pond on the East, and then through ditch systems to the River Avenue System. 3.Possible Spill Source The possible sources of an oil spill are limited to parked cars/delivery trucks leaking. Other possible sources of spills would be from refueling lawn mowing or other yard equipment. These types of spills would be contained immediately with absorbent materials, such as saw dust, kitty litter or sand. 4.Groundwater ContaminationThe facility maintains NO above ground or under ground storage tanks at this site. Therefore, it is felt that there is little or no possibility of groundwater contamination. The facility does have city sanitary sewer and city water.
ALERT PROCEDURE FOR SPILLS: 1.Any personnel observing a spill of oil will immediately instigate thefollowing procedure: a)Dialing (911) from any telephone.b) Notify the owner of the propertyc)Notify the appropriate emergency personnel. (911)
Garmel Fire Deptepartment. 2.The Emergency Coordinator will then take the following acUons:
a)Notify maintenance to barricade the area allowing no vehicles toenter or leave the spill zone. b)Notify the Indiana Department of Environmental ManagementOffice of Emergency Response by calling the appropriate telephone number: Office 317-233-7745 Toll Free 800-233-7745 Also the National Response Center at 800-424-8802 and provide the following information: •Time of observation of the spill•Location of the spill•Identity of material spilled•Probable source of the spill•Probable time of the spill•Volume of the spill and duration•Present and anticipated movement of the spill•Weather conditions•Personnel at the scene• Action initiated by personnelc) Notify the Carmel Fire Department, Phone: 9-1-1d)Notify the Hamilton County Sheriffs Department, Phone 9-1-1 e)Notify waste oil recovery contractor, maintenance personnel orother contractual personnel as necessary for cleanup. f)Coordinate and monitor cleanup until the situation has beenstabilized and all oils has been eliminated. g)Cooperate with the IDEM-OER on procedures and reportsinvolved with the event
CLEAN-UP PARAMETERS; 1.The Emergency Coordinator shall be continually kept informed by hisstaff and maintain lists of qualified contractors and available Voo-trucks, tank pumpers and other equipment readily accessible forcleanup operations. In addition, a continually updated list of available absorbent materials and cleanup supplies on site will be at his disposal. 2.All maintenance personnel will be made aware of techniques forprevention of spi/Js of petroleum materials. They will be informed of the requirements and procedures ouUined in this plan. They will be kept abreast of current developments or new information on the prevention of oil spills and/or necessary alterations to this plan 3.When spills occur which could endanger human life and thisbecomes a primary concern, the discharge of the life saving protection function will be carried out by the local police and fire departments. 4. Absorbent materials, which are used in cleaning up spilled materials,will be disposed of in a manner subject to the approval of theIndiana Department of Environmental Management
Know what's below. 5.Potential air borne pollutants are, Diesel Exhaust, Burning of trash and wind borne silt and looses from site construction equip.
5.Flushing of spilled materials with water will not be permitted unless
so authorized by the Indiana Department of Environmental Management.Call before you dig.6.Use designated area to contain fuels and other contaminants. Use secondary containment for these items.
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SEASONAL SOIL PROTECTION CHART
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EROSION CONTROL-RIGHT-OF-WAY
MATERIALS 1. SYNTHETIC FILTER FABRIC SHOULD BE A PERIVOUS SHEET OF PROPYLENE, NYLON, POLYESTER OR ETHi'l.ENE YARN AND SHOULD BE CERllFIED BY THE MANUFACTURER OR SUPPLIER AS CONFORMING TO TI,E FOLLOWING REQUIREMENTS:
SYNTHETIC FILTER FABRIC REQUIREMENTS
PHYSICAL PROPERTY REQUIREMENTS FILTER EmCIENCY 75% ("N) TENSllf STRENGTH AT EXTRA STRENGTH-20% (MAX) ELON GA llON 50 lbs./lin. in. (MIN) STANOARO STRENGTH-30 ibs./lin. in. FLOW RATE 0.3 gol./sq. ft./min. (min)
,·=-r·H_J(}"·• R .F::p;,_s:: ·1cn "'.S/!::CFF ;:;:::r::1\:; :;:F--: =-=-suJF 1�:[, I 1-'LUS L ICI\S :; I? . .'.\','; l,1UL ,-_;, _, /:,.l.)l.) A'\[\Ju,;,,L l{•'L,:: -1:-ss 2-:; CC,/>U c "lllf1 = ,,1c:,.-1m1 [·1[==:cc, �l_l'?I\C 2. BURLAP SHOULD BE 10 OUNCE PER SQUARE YARD FABRIC. H-Plll 1/f-:,._s -I< ·;--,1-,,HJl)r; :�u -C: f-'.0,11 1-.i,:: 1:.; -�'.)I IJCl·J-, -".PPI'( 11_11 .. 1E. _.,_,L'(. i::l_l(:I_IST ,"-1'-IC-/C:R s::-cm/E::F 3.POSTS FOR FILTER FENCES SHOULD BE EllliER 4" DIAMETER WOOD OR 1.33 POUNDS PER LINEAR FOOT STEEL WlTH A MINIMUM LENGTH OF 5'. STEEL POSTS SHOULD HAVE PROJECTIONS FOR FASTENING WIRE TO THEf.l. 4�{· 1:i�-� J:Li./.�1_;r1:_ C,-1-1-JSf-'I-UPC�l ::i [kl:. l-=-KIILl.'.'.U 1•,IIX. JI< tr;J\'."'_=-\I, I-=-� l_.:'.l:.l1(1:.\ U(XY :::_u1:_:._;.-:_:'..,S'.:: l'.c'U FLUS 2 TCt\S '.::TAW k1UL:::fff!lll l/f :..'.-; --!-'.";\1Vfl\ll)f;
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SEED MIXTURES
TEMPORARY: PERMANENT:
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WHEAT OR RYE ffi, 2 BU/AC SPRING OATS 3 BU/AC LAWN AND HIGH MAINTENANCE AREAS:
DORMANT SEEDING:
KENTUCKY BLUEGRASS CREEPING RED FESCUE 40 LB/AC 40 LB/AC OR, PERENNIAL RYEGRASS 170 LB/AC (TURF TYPE) AND, \'i1-IEAT OR RYE 2 BU/AC
4. STAKES FOR FILTER FENCES SHOULD BE 1"X2'' WOOD (PREFERRED) OR EQUIVAlfNT f.lETAL WITH A MINIMUM LENGTI-7 OF 3'.
5. WIRE FENCES REINFORCEf.lENT FOR SILT FENCES USING STANDARD STRENGll-7 FILTER CLOll-7 SHOULD BE A MINlf.lW.I OF 42" IN HEIGHT, A MINIMUM OF 14 GAUGE AND SHOULD HAVE A MAXIMUM MESH SPACING OF 6".
CONSTRUCTION 1. ll-7E HEIGHT OF THE BARRIER SHOULD NOT EXCEED 36" (HIGHER BARRIERS MAY VOLUMES OF WATER SUFFICIENT TO CAUSE FAILURE OF THE STRUCTURE). IMPOUND
2. ll-7E FABRIC SHOULD BE PURCHASED IN A CONTINUOUS ROLL CUT TO ll-7E LENGTH OF THEBARRIER TO AVOID THE USE OF JOINTS. \'i1-IEN JOINTS ARE NECESSARY, FILTER CLOTH SHOULD BE SPLICED TOGETHER ONLY AT A SUPPORT POST, WlTH A MINIMUM 6" OVERLAP, AND SECURELY SEALED.
3.POSTS SHOOLD BE SPACED A MAXIMUM OF 10' APART AT ll-7E BARRIER LOCATION AND DRIVEN SECURELY INTO THE GROUND (MINlf.1Uf.1 OF 12'). WHEN EXTRA STRENGTI, FABRIC IS USED Wlll-70UT ll-7E VIIRE SUPPORT FENCE, POST SPACING SHALL NOT EXCEED 6'.
4. A TRENCH SHOULD BE EXCAVATED APPROXIMATELY 4" WIDE AND 4" DEEP ALONG TI-IE LINE OF POSTS AND UPSLOPE FROM THE BARRIER.
5.WHEN STANDARD STRENGTH FILTER FABRIC IS USED, A WIRE f.1ESH SUPPORT FENCE SHOULD BE FASTENED SECURELY TO THE UPSLOPE SIDE OF ll-7E POSTS USING HEAVY DUTY 1" l'ilRE STAPLES, TIE WIRES OR HOG RINGS. THE WIRE SHOULD EXTEND INTO ll-7E TRENCH A MINlf.1Uf.1 OF 2' AND SHOULD NOT EXTEND illORE THEN 36" ABOVE THE ORIGINAL GROUND SURFACE. TO BE USED DURING PERIODS WHEN SOIL TEMPERA TURES ARE TOO LOW FOR SEED GERMINATION, (±50' F, APPROX. NOV 15 ll-7RU FEB IN IND.) DURING ms PERIOD, IF SOIL TEMP. IS BELOW SO', APPLY SEED &
ALTERNATE SEED MIXTURE FOR DRAINAGE AREAS: 6. THE STANDARD STRENGTH FILTER FABRIC SHOULD BE STAPLED OR WIRED TO TI,E FENCE, AND 8" OF THE FABRIC SHOULD BE EXTENDED INTO THE TRENCH. THE FABRIC SHOULD NOT EXTEND MORE ll-7AN 36' ABOVE THE ORIGINAL GROUND SURFACE. FILTER FABRIC SHOULD NOT BE STAPLED TO EXISTING TREES.
MULCH AS USUAL. IF SOIL TEMP IS ABOVE SO", MULCH, THEN APPLY SEED OVER MULCH 'M-IEN SOIL TEMP IS BELOW 50'. INCREASE SEEDING RATES 50%.
KENTIJCKY BLUEGRASS SMOOlli BROME GRASS SWITCH GRASS llMOTHY PERENNIAL RYEGRASS (TURP l'IPE) WHITE OR LADINO CLOVER RYE, WHEAT OR OATS
20 LB/AC 10 3 4 10
1-2 2 BU/AC
FERTILIZE W/1000 LB PHOSPHOROUS FREE MIX/ACRE MULCH WITH 1 1/2 TO 2 TONS STRAW PER ACRE
EROSION CONTROL MEASURES AND SCHEDULE
1. THE CONTRACTOR SHALL DEMOLISH THE EXISTING HOUSE AS 1/iELL AS REMOVE TI-IE SEPTI C TANK AND DISCONNECT ALL U�LITIES.
2. USE THE EXISTING GRAVEL DRIVEWAY AS THE CONSTRUCTION ENTRANCE.
3. CONTRACTOR SHALL INSTALL ALL REQUIRED SILT FENCES SILT lRAPS AND INLET PROlICTIDN FOR EXISTING INLETS PRIOR TO THE START OF ANY EARTH MO�NG OR STRIPPING.
4. CONTRACTOR SHALL MAINTAIN THE EXISTING CONSTRUCTION ENlRANCE OR SOME OTHER APPROVED EROSION CONTROL PRIOR TO THE START OF EARTHWORK AS NECESSARY TO PREV[NTSOIL FROM BEING TRACKED OR WASHED ONTO EXISTING ROADWAYS OR PAVEMENTS.
5. LAND ALTERATIONS WHICH STRIP THE LAND OF VEGETATION, INCLUDING REGRADING, SHALL BE DONE IN A WAY THAT WILL MINIMIZE EROSION, WHENEVER POSSIBLE, NAl\JRAL VEGETATION SHALL BE RETAINED AND PROlIClID. WHEN GRADING IS COMPLElI0, INSTALL SILT TRAPS, SILT FENCES, SLOPE DRAINS, TEMPORARY DIVERSIONS AND OTHER RUNOFF CONTROL MEASURES AT APPROPRIATE LOCA]ONS TO KEEP SEDIMENT CONTAINED ON SllI.
6.ALL DISTURBED AREAS SHALL BE SEEDED AND STRAW MULCHED AS SHOINN ON THE PLANSIMMEDIAlILY AITTR COMPLrnON OF GROUND ACTIVITY. FOR LARGE PROJECTS, THIS SEEDING SHOULD BE COMPLETED IN PHASES AS THE DIFFERENT AREAS OF THE SllI ARE COMPLElID.
7. PERMANENT AND FINAL VEGETATION OR STRUCTURAL EROSION CONlROL DrnCES SHALL BE INSTAllED AS SOON AS PRACTICAL UNDER THE CIRCUMSTANCES.
B. THE DURATION OF TIME WHICH AN AREA REMAINS EXPOSED SHALL BE KEPT TO A PRACTICAL MINIMUM DEPENDING UPON THE WEATHER. IF CDNSlRUrnON AC]VITY IS TD CEASE FOR MORETHAN TWO WEEKS, THE DISTURBED AREAS SHALL BE TEMPORARILY SEEDED.
9. CDNlRACTDR SHALL MAINTAIN EROSION CONlROL MEASURES AND DrnCES DURING CONSlRUCTION AND UNTIL SILTATION OF THE STREETS AND STORM SEWERS WILL NO LONGER OCCUR.
10. ONCE ONSITE EROSION AND SILTA]ON OF THE SllI WILL NO LONGER OCCURS. THE CONTRACTOR SHALL REMOVE AND DISPOSE OF THE TEMPORARY EROSION CONTROL DE'v1CES.
11. THESE GENERAL PROCEDURES MAY NOT COVER ALL Sll\JATIONS. REFER TD EROSION CONlROL PLANS FOR SPECIFIC NOTES AND ADDITIONAL DETAILS.
12. EROSION CONlROL IS TD COMPLY 111TH INDIANA 327 IAC AND RULE 5, AND INDIANA HANDBOOK FOR EROSION CONTROL IN DEVELOPING AREAS.
13. THE CITY ENGINEER HAS THE AUTHORITY TO REQUEST ADDITIONAL EROSION CONTROL MEASURES OR AMEND EROSION CONTROL PLANS SUBJECT TO ACTUAL SITE CONDITIONS.
7.WHEN EXTRA STRENGTH FILTER FABRIC OR BURLAP AND CLOSER POST SPACING ARE USED, ll-7E WIRE MESH SUPPORT FENCE MAY BE ELIMINATED. IN SUCH A CASE, THE FILTER FABRIC IS STAPLED OR WIRED DIRECTLY TO ll-7E POSTS Wlll-7 All Oll-7ER PROVISIOOS OF ITEM NO. 6 APPLYING.
8. THE TRENCH SHALL BE BACKFlllfO AND THE SOIL COMPACTED OVER THE FILTER FABRIC.
9. FILTER BARRIERS SHALL BE REMOVED WHEN TI,EY HAVE SERVED THEIR USEFUL PURPOSE, BUT NOT BEFORE THE UPSLOPE AREA HAS BEEN PERMANENTLY STABILIZED.
SILT FENCE MAINTENANCE REQUIREMENTS
1, INSPECT SILT FENCE AFTER EACH STORM EVENT. 2. IF FENCE FABRIC TEARS OR BECOMES INEFFECTIVE, REPLACE TI-IE AFFECTED AREA IMMEDIATil..Y. 3. REMO'w£ SEDIMENT WHEN IT REACHES HALF TI-IE HEIGHT OF THE FENCE AT ITS LOYEST POINT OR IS CAUSING THE FABRIC TO BULGE. 4.AFTER TI-IE CONTRIBUTING DRAINAGE AREA HAS BEEN STABILIZED, REMOVE All FENCE AND SEDIMENT, BRING THE DISTIJRBED AREA TO GRADE, AND STABILIZE. TEMPORARY SEDIMENT TRAP MAINTENANCE REQUIREMENTS 1.INSPECT TEf.1PORARY SEDIMENT TRAP AFTER EACH STORM E'w£NT. 2. REMOVE SEDIMENT WllEN IT HAS ACCUMULATED TO ONE-HALF THE DESIGN DEPll-7. 3. REPLACE SPILLWAY GRAVEL FACING IF CLOGGED. 4.INSPECT VEGETAllON, AND RE-SEED IF NECESSARY. 5. PROMPTLY REPLACE ANY DISPLACED RIPRAP. 6. AFTER ALL DISTURBED AREAS HAVE BEEN STABILIZED, REMOVE THE STRUCTURE AND SEDIMENT, BRING ll-7E DISTURBED AREA TO GRADE, AND STABILIZE. EROSION CONTROL BLANKET f.1AINTENANCE REQUIREMENTS 1. INSPECT EROSION CONTROL BLANKET PERIODICALLY AND AFTER EACH STORf.l EVENT. 2. IF ANY AREA SHOWS EROSION, ADD SOIL AND RE-SEED THE AREA, RE-LAY AND STAPLE THE BLANKET. J. AFTER VEGETATIVE COVER IS ESTABLISHED, CHECK THE AREA PERIOOICALlY. TEMPORARY CONSTRUCTION ENTRANCE MAINTENANCE REQUIREMENTS 1. INSPECT ENTRANCE WEEKLY AND AFTER EACH STORM E\.'INT OR HEAVY USE. 2. RESHAPE ENTRANCE AS NEEDED FOR DRAINAGE AND RUNOFF CONTROL 3. ADD CLEAN STONE AS NEEDED. 4. IMMEDIATELY REMOVE MUD AND SEDIMENT TRACKED OR WASHED ONTO PUBLIC ROADS BY BRUSHING OR SWEEPING. FLUSHING SHOULD ONLY BE USED IF THE WATER IS CONVEYED INTO A SEDIMENT TRAP OR BASIN. 5. REPAIR ANY BROKEN ROAD PAVEf.1ENT IMillEDIATELY.
EROSION CONTROL SCHEDULE IO MIL. PLASTIC LINING
EROSION CONTROL MEASURE MAINTENANCE INSTALLATION SEQUENCE STONE ENTRANCE WEEKLY, REMOVE EXCESS DIRT ON STONE INSTALL FIRST -USE EXISTING RESIDENllAL DRIVE SILT FENCE WEEKLY, AFTER STORM EVENTS AND AS NEEDED PRIOR TO CLEARING AND GRADING -• 3' EXISTING INLET PROTECTION WEEKLY, AFTER STORM EVENTS AND AS NEEDED PRIOR TO CLEARING AND GRADING TREE PROTECTION WEEKLY, AFTER STORM EVENTS AND AS NEEDED PRIOR TO CLEARING AND GRADING t TEMPORARY DIVERSIONS WEEKLY, AFTER STORM EVENTS AND AS NEEDED ALONG Wlll-7 ROUGH GRADING TEMPORARY SEEDING WATER AS NEEDED AFTER ROUGH GRADING NOTES: PERMANENT SEEDING WATER AS NEEDED AFTER FINISH GRADING
1 SET POSTS AND 2 STAPLE THE EXCAVATE A POST 4"X4" TRENCH �RE WlRE MESH UPSLOPE ALONG FENCING FENaNG TO ll-7E LINE OF EACH POST THE POSTS.
TRENCH 4"X4"
T
71f-41f-41
3 ATTACH ll-7E 4 BACKPlll 1"E FILTER FABRIC TRENCH AND FILTER --------TO THE WIRE FILTER --------FABRIC FABRIC COMPACT THE FENCING ANO EXCAVATED SOIL. EXTEND IT INTO THE TRENCH
ELEVATION SILT FENCE
Lift S1raps
-Reinforcei Comers -+-�-Optional ouffiow ports
\ -��f--Dumping stra-ps
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ISOMETRIC ASSEMBLY
Storm gratel� _. , ........ � ..... Lift straps --��,s ... � ���� ��,j Curb filter
Reinforced �� _..., "-.._ corners
Managable 2 foot containment area
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4--Optional flow ports I
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�-/"�",,'� Dumping slrsps
ISOMETRIC ASSEMBLY
N0ITS, 1. Remove the grate fram the catch basin, 2.Stand grate an end. Mave the top lifting straps out of the way and place grate into the unit so that the grate isbelow the top straps and above the lower strops. The grate should be cradled between the upper and lower straps. 3.Holding the lifting straps, insert the grate int□ the inlet, being careful that the grate remains in place and being careful not to damage the unit. 4.Remove all accumulated sediment and debris from the vicinity of unit after each storm event. 5.After each storm event and at regular intervols, look into the unit. If the unit is more th□n 1 /3 full of accumulated sediment, the unit must be emptied. 6.To empty the unit, using the lifting straps lift the unit out of the inlet and remove the grate. Transport the unit to an appropriate location for removal of contents. Holding the dumping straps on the bottom of the unit, turn the unit upside down, emptying the contents. Reinstall unit os above.
SECTION:
INLET PROTECTION DETAIL
NO SCALE
STAKE (TYP.)
12" FILTER ROLL FILTER SOCK
10' MIN. 12" FIL TREXX
FILTER SOCK
STAKE
(TYPICAL)
SECTION:
EROSION CONTROL MATTING WEEKLY, AFTER STORM EVENTS AND AS NEEDED AFTER FINISH GRADING 1. WASHOOT LOCATION SHOWN ON EROSION CONTROL PLAN.
INLET PROTECllON SEED SOD & LANDSCAPE AROUND UNITS FINISHED REMOVAL OF STRAW BALES REMOVAL OF INlfT PROTECTION REMOVAL OF SILT FENCE
NOTE: DRAWING IS FOR EROSION CONTROL ONLY
AFTER FINISH GRADING WEEKLY, AFTER STORM EVENTS AND AS NEEDED AFTER EACH INLET IS PLACED WATER AS NEEDED AFTER FINISHED GRADING AROUND FINISHED UNITS
NIA AFTER ALL AREAS DRAINING TO THESE AREAS ARE STABILIZED N/A AFTER ALL AREAS DRAINING TO THESE AREAS ARE STABILIZED NIA AFTER ALL AREAS DRAINING TO ll-7ESE AREAS ARE STABILIZED
No. Date Revision
1. 01 06 22 Revisions er Cormel BADGER
ENGINEERING
990 W. Oak Street Zionsville, IN 46077
(765)485-0000
2. DRY CONCRETE TO BE REMOVED FR� SITE PERIODICALl Y ANO DISPOSED OF BY APPROVED METHODS.
3. THE CONCRETE WASHOUT SIGN SHALL BE INSTALLED WITI-IIN 30' OF THE TEMP. CONCRETE WASHOUT FACILITY.
LATH & FLAGGING ON ALL SIDES PLAN:
CONCRETE WASHOUT (BELOW GRADE)
10 MIL. PLASTIC LINING TO EXTEND TO FILTER SOCK
NO SCALE
Erosion Control Plan Date 12/11/21
Great Growin , Job No. s 21-001
Scale 1 "=40' Cit of Carmel Cla Townshi Hamilton Count Indlene Design By Drawn By Checked By Approved By Sheet No. CCB MKT C400
ITEM # 19