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Home My WebLink AboutSWP273658(11) -; Transmittal Letter 81109.=r_AV.%222f0 Sim 6622-112th St.E.•PUYALLUP,WA 98373•(253)770-3844 FAX(253)770-3845 Date Job Number 4/22/15 SW P-27-3658 Attention To: City of Renton Allen Quynn RE: Sunset Terrace Regional Stormwater Facility Project Submittal#003 Phone: Fax: We Transmit: Attached ❑Under Separate Cover Via the following items: Copies Dated Description 1 4/22/15 Baseline CPM These are Transmitted as Checked Below: For Approval ❑Approved as Submitted ❑ Resubmit copies for approval ❑ For Your Action ❑Approved as Noted ❑Submit copies for distribution ❑As Requested ❑Returned for Corrections ❑ Return corrected prints ❑ For Review and Comment ❑For Your Information ❑ ❑ Return Comments By Remarks: Copy To: From: Jason Duke Phone: 425-283-6653 Transmittal Letter 8R08.=CAVATEMO Mr. 6622-t 121h St.E.•PUYALLUP.WA 98373•(253)770-3844 FAX(253)770-3845 Date Job Number 4/20/15 SW P-27-3658 Attention To: City of Renton Hebe Bernardo RE: Sunset Terrace Regional Stormwater Facility Project Submittal#001 Phone: Fax: We Transmit: N Attached ❑Under Separate Cover Via the following items: Copies Dated Description 1 4/20/15 Miscellaneous Materials for Ferguson Waterworks(See Attached) These are Transmitted as Checked Below: IFor Approval ❑Approved as Submitted ❑Resubmit copies for approval ❑For Your Action ❑Approved as Noted ❑Submit copies for distribution ❑As Requested ❑Returned for Corrections ❑Return corrected prints ❑ For Review and Comment ❑For Your Information ❑ ❑ Return Comments By Remarks: Copy To: From: Jason Duke Phone: 425-283-6653 r Transmittal Letter SACS.38CATATtX* UM 6622-112th St.E.•PUYALLUP.WA 98373•(253)770-3844 FAX(253)770-3845 Date Job Number 4/20/15 SWP-27-3658 Attention Hebe Bernardo To: City of Renton — — RE: Sunset Terrace Regional Stormwater Facility Project Submittal#001 Phone: Fax: We Transmit: 0 Attached ❑Under Separate Cover Via the following items: Copies Dated Description 1 4/20/15 Miscellaneous Materials for Ferguson Waterworks (See Attached) These are Transmitted as Checked Below: For Approval ❑Approved as Submitted ❑ Resubmit copies for approval 1�For Your Action ❑Approved as Noted ❑ Submit copies for distribution ❑As Requested ❑Returned for Corrections ❑ Return corrected prints ❑ For Review and Comment ❑For Your Information ❑ ❑ Return Comments By Remarks: G/ Copy To: From: Jason Duke Phone: 425-283-6653 I-ftKVVSVIV Tacoma,WA 98444 Waterworks Phone: (253) 538-8275 Fax: (253) 531-9909 To: OISON BROS EXCAVATING Project: SUNSET TERRACE REGIONAL 6622 112TH ST EAST STORMWATER FACILITY PUYALLUP, WA 98373 RENTON, WA Date: 4/17/2015 Page: 1 The following materials are being sumitted for review: BID ITEM SPEC SECTION MANUFACTURER DESCRIPTION A7 STD PLAN 216.30 ENPAC CORP. SEDIMENT CB INSERT A15 PER DRAWINGS PROPEX 6 OUNCE DRAINAGE FABRIC 0/1 A19 7-01.2 CRESLINE SLOTTED UNDERDRAM PIPE A20 7-01.2 CRESLINE PVC DRAIN PIPE A22,A23 9-05.20(1) ADVANCED DRAINAGE CPEP STORM PIPE A24 AMERICAN PIPE DUCTILE IRON STORM PIPE Uk A28,A31 PER DRAWINGS ATWOOD FAB CONTROL STRUCTURE/FLOW SPUTTER NU A32 PER DRAWING OLYMPIC FOUNDRY MH05DT LOCKING CO CASTING A54 CITY STANDARDS DIAMOND PLASTICS PVC SDR35 GSKD PIPE A54 CITY STANDARDS MULTI FITTINGS PVC SDR35 GSKD FITTINGS A55 CITY STANDARDS AMERICAN PIPE CL52 FT DI PIPE-WATERMAIN A55 CITY STANDARDS STAR PIPE PRODUCTS C153 MJ/FLANDE DI FITTINGS-WTR A55 CITY STANDARDS ROMAC IND ROMAGRIP JR-WATER A55 CITY STANDARDS MUELLER CO R/W DI BODY C509 GATE VALVE A55 CITY STANDARDS OLYMPIC FOUNDRY 18X24 CI 940B VALVE BOX A55 CITY STANDARDS ROMAC IND SERVICE SADDLE A55 CITY STANDARDS MUELLER CO 2" MUELLER THRD GATE VALVE A55 CITY STANDARDS MUELLER SPECIALTY 2" COPPER SERVICE PIPE A55 CITY STANDARDS MUELLER CO 2" X 12" METER SETTER A55 CITY STANDARDS CARSON IND 17X30 METER BOX BID ITEM A7 STORM SEURNEL' STQRM SENTINEL" Regulations:��.: 1340 EPA.SPCGanti v'DES Pmduct ADJUSTABLE CATCH BASIN INSERT .: �i� Description: Seaun£nt Only Roti'd The Storm Sentinel Drain Protection Inserts help companies comply with Product No.: 1341 Stormwater Pollution Prevention Plans and Stormwater Best Management Practices Description: �iroeot Only. by protecting your storm drains and catch basins.Its the sure way to catch oil and " sediment headed into storm drains and sewers. Equipped with an oil-absorbent media Product No-: EA ME0t17`r � in a screened bag,The Description. taut,-;,r�titg Storm Sentinel guards , Ffyciac•fi7asPadut � t �`y x'9"� "r�t��'��tV `�. �` Product No.: 13,13 �r t » t' against any potential Description: Sediment&Oil,(w/packet) " discharge. Ttautd Product No.: 1344 s� Description: Sedirwnt&OU.(w/packet) 1v,l�r • Fits any size rectangular catch basin up to 24" x 36"and round basins up to 24" x 26".• Custom sizes available• 300 GPM overflow rate helps avoid ponding. Requires no special tools to install.• Helps comply with ..` NPDES, 40 CFR 122.26 (1999) when used as Best Management Practice in Storm Water Pollution Prevention Plans. it i r c fi TO INSTALL:Remove grate Place insert into recess and Replace metal grate. and adjust wire frame to frame into corners. c e� fit in recess. r fw�_ Insert won't fall into the basin,even when fully =j loaded.Dispose of the r 'NoWnlill 6amm" used insert according •, 411 to company policy and ,4 r all applicable laws and ' =) fp"''�"' ,e,...� .-wr•Y'r1S �. regulations. GREAT FOR USE IN: • Industrial Facilities 1 ` k Construction Sites ` Parking Lots Drive-Up Retail Facilities No part of the insert TO REMOVE-Simply lift extends above the surface. the grate,grab the handle and pull out the insert. www.ENPAC.com CID STORM SENTINEL'" STORM SENTINELrM Regutainduct Nn.� 134PA,0C ar><l P°> ADJUSTABLE CATCH BASIN INSERT Product Nn.' f34il Description: SedirrnntOr* Round The Storm Sentinel Drain Protection Inserts help companies comply with product No.: 1341 Stormwater Pollution Prevention Plans and Stormwater Best Management Practices Description: SwinetOnhl. by protecting your storm drains and catch basins.It's the sure way to catch oil and Rectangularsediment headed into storm drains and sewers. Equipped with an oil-absorbent media Product No.: ENT-lE9077 ', ��h ,z �� a�ea*�" � r�re!,r� In 8 screens bag, e Dtscdptton. I t'">g � .' �. Storm Sentinel guards FlycttxarbasPad�et Product No.: 1343 .« against any potential discharge. Description: Sedtment&Oil,(wlpacket) vu Roar! Product Na: 1344 " Description: Sediment&Otl,(wlpacket) .d Fits any size rectangular catch basin up to 24" x 36"and round basins up to 24" x 26".• Custom sizes available• 300 GPM overflow rate helps avoid ponding. Requires no special tools to install.• Helps comply with NPDES,40 CFR 122.26 (1999) when used as Best Management Practice in Storm Water Pollution Prevention Plans. s r . A I, q 5& TO INSTALL"Remove grate Place insert into recess and Replace metal grate. and adjust wire frame to frame into corners. fit in recess. Insert won't fail into T the basin,even when fully .. loaded. Dispose of the used insert according to� company policy and+ Pa y po Y all applicable laws and regulations. GREAT FOR USE IN: • Industrial Facilities • Construction Sites w Parking Lots • Drive-Up Retail Facilities No part of the insert TO REMOVE:Simply lift extends above the surface. the grate,grab the handle and pull out the insert. www.ENPAC.com BID ITEM A15 ICI PRODUCT DATA SNEE1' G EOTEk-" 601 r GEOTEX 601 is a polypropylene, staple fiber, needlepunched nonwoven geotextile produced by Propex, and will meet the following Minimum Average Roll Values (MARV) when tested in accordance with the methods listed below. The fibers are needled to form a stable network that retains dimensional stability relative to each other. The geotextile is resistant to ultraviolet degradation and to biological and chemical environments normally found in soils. GEOTEX 601 conforms to the property values listed below.' Propex performs internal Manufacturing Quality Control (MQC) tests that have been accredited by the Geosynthetic Accreditation Institute - Laboratory Accreditation Program (GAI-LAP). I' Mechanical - Tensile Strength (Grab) ASTM D-4632 160 lbs 712 N Elongation ASTM D-4632 50% 50% Puncture ASTM D-4833 85 lbs 378 N CBR Puncture ASTM D-6241 410 lbs 1824 N Mullen Burst ASTM D-3786 280 psi 1930 kPa Trapezoidal Tear ASTM D-4533 60 lbs 267 N Endurance UV Resistance ASTM D-4355 F 70% 70% Hydraulic Apparent Opening Size (AOS)3 ASTM D-4751 70 US Std. Sieve 0.212 mm Permittivity ASTM D-4491 1.30 sec 1.30 sec Water Flow Rate ASTM D-4491 110 gpm/ft 4480 l/min/m Roll Sizes 12.5 ft x 360 ft 3.81 m x 109.8 m 15ftx300ft 4.57mx91.5m NOTES: 1. The property values listed above are effective 08/2006 and are subject to change without notice. 2. Values shown are in weaker principal direction.Minimum average roll values(MARV)are calculated as the typical minus two standard deviations. Statistically,it yields a 97.7%degree of confidence that any samples taken from quality assurance testing will exceed the value reported. 3. Maximum average roll value. PRW^ - PEX 1 Propex Inc. PH: 423 899 10444 273 THE ADVANTAGE CREATORS.- 6025 Lee Highway, Suite 425 PH: 423 621 1273 PO Box 22788 FAX: 423 899 7619 GEOSYNTHETICS Chattanooga, TN 37422 www.geotextile.com Geotex',Landlok',Ryramat',W,SuperGro',Petromat'and Petrotac°are registered trademarks of Propex Inc. THIS PUBLICATION SHOULD NOT BE CONSTRUED AS ENGINEERING ADVICE.WHILE INFORMATION CONTAINED IN THIS PUBLICATION IS ACCURATE TO THE BEST OF OUR KNOWLEDGE,PROPEX DOES NOT WARRANT ITS ACCURACY OR COMPLETENESS.THE ULTIMATE CUSTOMER AND USER OF THE PRODUCTS SHOULD ASSUME SOLE RESPONSIBILITY FOR THE FINAL DETERMINATION OF THE SUITABILITY OF THE INFORMATION AND THE PRODUCTS FOR THE CONTEMPLATED AND ACTUAL USE.THE ONLY WARRANTY MADE BY PROPEX FOR ITS PRODUCTS IS SET FORTH IN OUR PRODUCT DATA SHEETS FOR THE PRODUCT,OR SUCH OTHER WRITTEN WARRANTY AS MAY BE AGREED BY PROPEX AND INDIVIDUAL CUSTOMERS. PROPEX SPECIFICALLY DISCLAIMS ALL OTHER WARRANTIES,EXPRESS OR IMPLIED,INCLUDING WFFHOUT LIMITATION,WARRANTIES OF MERCHANTABILITY OR FITNESS FOR A PARTICULAR PURPOSE,OR ARISING FROM PROVISION OF SAMPLES,A COURSE OF DEALING OR USAGE OF TRADE. ©2006 Propex Inc. b l U I I C IVI H'I y/LU PRESSURE FCAEfUnE--North-w---est,f��c PVCSCH DULE 40 PIPE CNWPVC-40 JANUARY, 2012 PLEASE ORDER BY PART NUMBER. WEIGHT FEET PERCENT MIN. MIN. PER PER OF BELL PART SIZE O.D. I.D. WALL 100, PALLET TL LENGTH NO. '/z" .840 .622 .109 16.18 8400 2.5 2.000 42015 3/4 1.050 .824 .113 21.58 6600 3.0 2.125 42030 20' BELLED END 1 1.315 1.049 .133 32.00 5400 3.7 2.375 42046 SCH 40 11/4 1.660 1.380 .140 43.40 4000 3.2 2.750 42056 PRESSURE PIPE 11/2* 1.900 1.610 .145 51.83 3600 3.9 3.000 42070 PVC1120 2` 2.375 2.067 .154 69.71 2800 4.9 3.000 42085 ASTM D-1785 2'/z 2.875 2.469 .203 110.57 2240 5.0 3.500 42102 3* 3.500 3.068 .216 144.82 1500 5.4 4.000 42111 4* 4.500 4.026 .237 206.19 580 3.6 4.000 42120 5 5.563 5.047 .258 289.01 460 4.2 7.000 47707 NSF pw 6* 6.625 6.065 .280 363.36 400 5.6 6.000 42130 8* 8.625 7.961 .332 581.77 280 6.2 7.000 47735 10* 10.750 10.020 .365 775.36 160 6.2 7.500 42155 -- 12* 12.750 11.938 .406 1025.36 120 6.7 8.000 42165 DUAL RATED ASTM D-1785&D-2665 WEIGHT FEET PERCENT MIN. PER PER OF PART SIZE O.D. I.D. WALL 100, PALLET TL LENGTH NO. .840 .622 .109 16.18 5200 1.6 10, 42800 10' PLAIN END 3/4 1.050 .824 .113 21.58 4400 2.0 10, 42810 SCH 40 1 1.315 11.049 .133 32.00 3600 2.5 10, 42820 ASTM D-1785 1'/4 1.660 1.380 940 43.40 2000 1.6 10, 42830 1'/z* 1.900 1.610 .145 -51.92 2590 2.5 10, 50820 2* 2.375 2.067 .154 69.80 1670 2.5 10, 50830 NSF pw 3* 3.500 3.068 .216 145.00 750 10' 50840 4* 4.500 4.026 .237 206.41 480 2.5 '10' 50850 6* 6.625 6.065 .280 363.67 200 2.8 10, 50860 DUAL RATED ASTM D-1785&D-2665 CRESLINE-NORTHWEST, LLC. CORPORATE HEADQUARTERS:600 CROSS POINTE BOULEVARD -EVANSVILLE,IN 47715 TELEPHONE(812)428-9300 PLANT:223 MAURIN ROAD -CHEHALIS,WA 98532 -TELEPHONE(360)740-0708 •FAX(360)740-0721 www.cresline.com PRESSURE RATINGS FOR CRESLINE - PVC PIPES AT 73.40 F SIZE 1 1'/z 1 2 1 2'/i 1 3 1 4 1 4% 1 5 1 6 1 8 1 10 1 12 SCH-40 1 600 1 480 1 450 1 370 1 330 1 280 1 300 1 260 1 220 1 210 1 190 1 180 1 160 1 140 130 CONVERSION CHART FOR PRESSURE RATINGS AT VARIOUS TEMPERATURES FOR CRESLINE - PVC PIPES TEMPERATURE °F 73.4° 8W 90, 100, 110, 120' 130' 140' CONVERSION FACTOR 1.00 .88 .75 .62 .50 .40 .30 .22 PRESSURE RATING IS THE ESTIMATED MAXIMUM PRESSURE THAT WATER AS THE MEDIUM IN THE PIPE CAN EXERT CONTINOUSLY FOR A LONG TIME WITH A HIGH DEGREE OF CERTAINTY THAT FAILURE OF THE PIPE WILL NOT OCCUR. DO NOT USE PLASTIC PIPE AND FITTINGS FOR COMPRESSED AIR. PALLET QUANTITIES PVC PRESSURE PIPE 20' LENGTHS 10' LENGTHS PIPE FEET PER WT. PER PALLET PIPE FEET PER WT. PER PALLET SIZE PALLET SCH-40 SIZE PALLET SCH-40 1/2 8400 1359 1/2 5200 841 3/4 6600 1424 3/4 4400 950 1 5400 1728 1 3600 1152 V/4 4000 1736 1'/4 2000 869 11/2 3600 1866 V/2 2590 1345 2 2800 1952 2 1670 1166 21/2 2240 2477 3 750 1088 3 1500 2172 4 480 991 4 580 1236 6 200 727 41/2 540 1330 5 460 1329 6 400 1502 8 280 1629 10 160 1285 12 120 1277 CRESLINE-NORTHWEST, LLC. CORPORATE HEADQUARTERS:600 CROSS POINTE BOULEVARD - EVANSVILLE, IN 47715 TELEPHONE(812)428-9300 PLANT:223 MAURIN ROAD •CHEHALIS,WA 98532 •TELEPHONE(360)740-0708 -FAX(360)740-0721 www.cresline.com -E'r'' Slotted 13VC Underdrain Pipe BID ITEM A20 12" ct�red by: WW WESTERN WELL SCREEN & PIPE SUPPLY P.O. BOX 1261 25216 $UMNER-EBuCKLEY HWY. E. eucKLEY. WA 98321 (206) B52-4989 Side View d d w 1 I so, 30 1 / _ Slot Width ' .06411 c -1 120' a O • a �e Cross—Sectional O-4+ view fr m 0 N = �--- �' Spacinq btWn slots C �-,''' `8 i d e `w a s t 211 ; approx. 2 It tfTwinseal" Gasketed Belled End Each of 4 rows of .06411 slots are ,cut perpendicular 1 and along the axis of the pipe 611 Class 200 PVC Pipe SDR 21 ASTPI D-2241 be T Z 9Z8 iSZ N33N3S 113M N2131S3M wu 9Z: eo e T eZ-8 T-Dn BID ITEM A22,23 ri 41f,H FFRFORM4N(;F SaniTiteo HP Sanitary Sewer Pimpe 12"-60" A 7 72 2 � Nt A l� }k' J �I ti s t" r' 'sl t _t THE MOST NAME IN WATER MANAGEMENT SOLUTIONST"' A SANITITF`" HP PIPE 12"-60" FOR SANITARY x .f... Meets ASTM F2736 and F2764 Triple Wall Design SaniTite HP(High Performance)couples advanceda,�. polypropylene resin technology with a proven dual wall (12"-30")and exclusive triple wall (30"-60")profile design for superior performance and durability. SaniTite HP meets and exceeds typical standards for pipe stiffness and joint integrity. When specifying pipe per ASTM F2736 and/or ASTM F2764 on a gravity flow sanitary sewer project,you are specifying the most stringent performance requirements in the industry. Advanced Construction • Standard 12"-60" (300 mm-1500mm)diameters Smooth Exterior Wall • Varied lengths available 13' (4.0 m), 16.3' (4.9m) corrugated Structural core :` and 20' (6.1m) �;� W • Redundant double gasketed joints • Inert material Smooth Interior Wall • 1,000 hour 10.8 psi (74.5 kPa)joint test for 30"-60" (750 mm -1500 mm) pipe per ASTM 2736 • Industry standards for manhole connections,testing and installation Dual Wall Design Superior Polypropylene Material /'► Made from an engineered impact modified co-polymer compound,the superior strength and material properties of polypropylene(PP)offer robust pipe stiffness, excellent handling characteristics,and long service life when compared to traditional sanitary sewer products. It is chemically resistant to hydrogen sulfide gas and sulfuric acid concentrations typical of sanitary sewers to provide superior durability and performance.The unique light grey resin color provides superior UV resistance as well as improving the pipe's interior visibility during post-installation inspection. - Smooth Interior Wall Corrugated Structural Wall v,-pan �I .,m b . Wt 1dA .n+ce6ro 4 THE MOST NAME IN WATER MANAGEMENT SOLUTIONST M i5 k. Superior Joint Performance SaniTite HP pipe has a patented extended, reinforced bell with polymer " composite bands and dual gaskets that add an additional factor of safety within each joint.The SaniTite HP joint performance exceeds the 10.8 psi (74.5 kPa) laboratory performance standards per ASTM D3212. SaniTite HP is tested to 15 psi (103.4 kPa)to provide additional redundancy and factor of safety for critical sanitary sewer installations. Third party certification of joint performance is available upon request. In the field, each section of SaniTite HP may be tested by a low pressure air test, according to ASTM F1417.ASTM F1417 is a commonly used standard Joint Isolation Test for diameters 12"-36"(300 mm-900 mm)and specifies that 3.5 psi (24.1 kPa) air pressure be held for a specified length of time based upon pipe diameter and length of run. For diameters greater than 30" (900 mm) SaniTite HP joint integrity may be validated by a joint isolation test. x Where an infiltration/exfiltration test is preferred,ASTM F2487 specifies a simplistic method of verifying proper joint performance. Standard Tap Connections A standard tapping product, such as INSERTA TEE , is compatible INSERTA TEE Tap with SaniTite HP. Standard Repair Couplers Testable repair couplers are available at ADS locations. PVC sleeve couplers are available for 12"-30"(300 mm-900 mm)dual wall pipe. Rubber repair couplers with stainless steel shear bands are available for 12"-60" (300 mm-1500 mm)diameters. Diameter Range SaniTite HP meeting ASTM F2736 and F2764 is currently manufactured in Repair Coupler 20' (6 m)or 13' (4 m)lengths for diameters 12"-48"(300-1200 mm),while the 60"(1500 mm)diameter is manufactured in 20' (6 m)and 16.3' (5 m) lengths.The 20' (6 m) lengths aid in speed of installation and reduce the total number of joints. However,the 13' (4 m)lengths are complimentary for deeper projects where trench box conditions require a shorter pipe. PVC Sleeve Coupler THE MOST NAME IN WATER MANAGEMENT SOLUTIONS TM INDUSTRY STANDARDS IN SANITARY SEWEI- Standard Structure Connections Sanitary sewer projects require superior watertight performance combined with a flexible connection solution that can withstand the rigor of installation.To meet varying regional requirements, ADS offers a wide selection of connectors to be used with independent standard resilient connectors meeting ASTM C923, such as A-Loki'and Press Seal". When connecting SaniTite HP pipe to a manhole, a smooth exterior surface on the pipe is required. ADS offers three ways to adapt dual wall pipe to these manhole connectors: a corrugated pipe adapter, a PVC Manhole Adapter or a polypropylene manhole sleeve adapter. For triple wall pipe, commonly used manhole connectors can connect directly to the pipe with no additional fittings or adapters. Boot Connection Boot Connection to Compression Gasket Compression Gasket to Dual Wall Pipe Triple Wall Pipe Connection to Connection to Dual Wall Pipe Triple Wall Pipe } COMPRESSION GASKET BOOT CONNECTION „ BOOT CONNECTION • COMPRESSION4GASKET HP t; DUAL WALL DUALSANI1T ELL DUAL WALL TRIPLE WALL TRIPLE WA SANITITE HP SANITITE HP • SL EVE ADAPTER SANITITE SLEEVE ADAPTER ti..uc a, THE MOST NAME IN WATER MANAGEMENT SOLUTIONS'"' ADS NITITE,, HP ",- ,, A ITARY PiPE SPECIFICATION SCOPE This specification describes 12-through 60-inch(300 to 1500 mm)ADS SaniTite HP pipe for use in gravity-flow sanitary sewer applications. ADS 12" -30" (300 to 750mm)SaniTite HP dual pipe shall have a smooth interior and annular exterior corrugations;30"-60"SaniTite HP triplewall pipe shall have smooth interior and exterior surfaces with annular inner corrugations. • 12-through 30-inch(300 to 750 mm)dual wall pipe shall meet ASTM F2736 • 30-through 60-inch(750 to 1500 mm)triple wall pipe shall meet ASTM F2764 • 12-through 60-inch(300 to 1500 mm)pipe shall have a minimum pipe stiffness of 46 pii when tested in accordance with ASTM D2412 • Manning's"n"value for use in design shall be 0.012. JOINT PER ORMIANCE Pipe shall be joined with a gasketed integral bell&spigot joint meeting the requirements of ASTM F2736. 12-through 60-inch(300 to 1500 mm)shall be watertight according to the requirements of ASTM D3212,with the addition of a 15 psi pressure requirement. Spigot shall have two gaskets meeting the requirements of ASTM F477.Gaskets shall be installed by the pipe manufacturer and covered with a removable,protective wrap to ensure the gaskets are free from debris.A joint lubricant available from the manufacturer shall be used on the gasket and bell during assembly. 12-through 60-inch(300 to 1500 mm)diameters shall have a reinforced bell with a polymer composite band installed by the manufacturer. ITTIr�0S Fittings and connections shall provide a watertight connection according to the requirements of ASTM D3212.Gaskets,when present,shall meet ASTM F477. FIELD PIPE AND JOINT PERFOP11V14NGE To assure watertightness,field performance verification may be accomplished by testing in accordance with ASTM F1417 or ASTM F2487. Appropriate safety precautions must be used when field-testing any pipe material. MAT ERIALPROPERTIES Polypropylene compound for pipe and fitting production shall be an impact modified copolymer meeting the material requirements of ASTM F2736 or ASTM F2764. INSTALLATION Installation shall be in accordance with ASTM D2321 and ADS recommended installation guidelines,with the exception that minimum cover in traffic areas for 12-through 48-inch(300 to 1200 mm)diameters shall be one foot(0.3 m) and for 60-inch(1500mm)diameters the minimum cover shall be 2-ft(0.6m) in single run applications.Backfill for minimum cover situations shall consist of Class 1 or Class 2(minimum 90%SPD)material.Maximum fill heights depend on embedment material and compaction level;please refer to Technical Note 2.05. PIPE WNIENISIONS 12 15 18 21 24 30 36 42 48 60 ( ) (375' ( ) (535) (6001 (750i 1000) (1050) (1200, (1500 12.1 14.9 18.0 21.1 24.1 30.1 35.7 41.8 47.3 `59.3 (307) (378) (457) (536) (612) (765) (907) (1062) (1201) (1506) 74.5 17.6 212 24.8 28.0 35.4 4L1 47.2 53.8 665 (368) (4471 ,538! l629) (711) (899) (1044) (1199) (1367) (1689) 117 86 86 86 86 80 70 ' 58 58 53 (806) (593) .(593) (593) (593) (551) (482) (400) (400) (365) `-Values inpli.a tale irr t"i,l w:311 unle 01 , THE MOST NAME IN WATER MANAGEMENT SOLUTIONST M ADS"Terms and Conditions of Sale"are available on the ADS website.www.ads-pipe.com The ADS logo,the Green Stripe and SaniTite"'HP are registered trademarks of Advanced Drainage Systems,Inc. INSERTA TEE"is a registered trademark of Inserta Fittings,Co.A-Lok'is a registered trademark of A-Lok Products, Inc.Press Seal"Gasket Corporation is a registered trademark of Press Seal Gasket Corporation.Mar Mac is a registered trademark of Mar Mac Construction Products,Inc.Nyloplast"is a registered trademark of Nyloplast. ©2014 Advanced Drainage Systems,Inc. BRO#10902 11/14 MH JjLr 0 Advanced Drainage Systems, Inc. 4640 Trueman Blvd. Hilliard,OH 43026 1-800-821-6710 www.ads-pipe.com THE MOST NAME IN WATER MANAGEMENT SOLUTIONS T M ' �!�`. �q'; ��3,y .V°u��9'}^1,'3n"i�gt'r� L}. °liN 1 (� �st, .'•k.. Iy✓!i 1�']'f 1 ,1 1:'a,Y lrf.'i�.', •) ,.n,,,tcrm�:lu/nj�"'"i _ �t �J, '��.,,�E; S,�rs'tl�°?l. :- xt+i�,. �ti� ''ii i; ��,�'.1,',^.� �{,I: ty�En � � ✓.1.. }E��' r��j(� R $'� P 1,�,( ��TI�'L' rU(Y�W� `' �' '!S,( ��i��! 1 t E t: �t 7 �. 1"�'Ar��j. S iir,y pp�� ,gS 7„• ,+K• fi T � - 'J�, ,{, .{tia ..,'Ftl €�J':.i�14 `�,Ar rii}�ljsl.l7 P`,J.��lt i•LtaJ Yt,1R`Il.,2U. r�.. 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Length ft. Outside Diameter Depth of Socket Bell O.D. 4 18 4.80 3.31 6.40 6 20 6.90 3.38 8.60 8 20 9.05 3.75 11.16 10 20 11.10 3.75 13.25 12 20 13.20 3.75 15.22 14 20 15.30 5.23 17.73 16 20 17.40 5.23 19.86 -�18 20 19.50 5.50 22.16 20 20 21.60 5.50 24.28 24 20 25.80 5.50 28.50 30 20 32.00 6.50 34.95 36 20 38.30 6.50 41.37 42 20 44.50 7.50 48.27 48 2 1 54 20 57.56 8.50 61.65 60 20 61.61 8.75 65.80 64 20 65.67 9.00 70. 4 'D a*nVons subect to change at o1y option.Check A AERICAN d exact drnerisons reputed. For Fastite assernby in5t melons See Section 2. + = a Yt yy E ; 4 ifid The liberal allowable deflection in the Fastite Joint facilitates pipeline installation with sweeping horizontal or vertical curves without the use of fittings. 3-8 AMERICAN Ductile Iron Pipe ANSI/AWWA C150/A21.50 and ANSI/AWWA C151/A21.51 Nominal Wall Thicknesses for Special Thickness Classes Table No.3-12 Outside SPECIAL THICKNESS CLASSES-YJall Thickness In Inches' Size Diameter In. In. 5p bt 52 53 54 55 56 4 4.80 .26 .29 .32 .35 .38 .41 6 6.50 .25 .28 .31 .34 .37 .40 .43 8 9.05 .27 .30 .33 .36 .39 .42 .45 10 11.10 .29 .32 .35 .38 .41 .44 .47 12 13.20 .31 .34 .37 .40 .43 .46 .49 14 15,30 .33 .36 .39 .42 .45 .48 .51 16 17.40 .34 .37 .40 .43 .46 .49 .52 18 19,50 .35 .38 .41 .44 .47 .50 .53 20 21,60 .36 _39 .42 .45 .48 .51 .54 24 25.80 .38 1 .41 .44 .47 .50 .53 .56 30 32.00 .39 .43 .47 .51 .55 .59 .63 36 38.30 .43 .48 .53 .58 .63 .68 .73 42 44.50 .47 .53 .59 .65 .71 .77 .83 48 50.80 .51 .58 .65 .72 .79 .86 .93 54 57.56 .57 .65 .73 .81 '89 .97 1.05 *These are Sped2l Mckness Gasses as shc.,,n in AWWA C150 and C151.T}-ej v.ve preveusy dos<yiated standard ttidaress daises.AMERICAN can famish any thckness in behseen these Spodal TKc4resses if deemed econovical for ma;or pra'ecis. Speda dasses are most appropriatey used fof some threaded,groove,or bat and so,et¢pes or fcf extracr6nary desgn cordtrons,arm they are gereraly'ess EWaVe than standard p(e-swe dass pipe. For pfessufe rating and maamum depth of m-er caueb�itles of Spec;,,Ttic:<n�ss Gasses,cf-eck AMERICAN.These capab'ibes can be est;mated by ccmparing meta!%ekness and capaVIies of ttwse of Ressure Classes n Table No. 3-11,or may be cactyatcd by trng the des'gn form0as shavn in AMA C150. 3-20 AAAEkICAN DUCTILE JR4DN PIPE �- AM6RICAN Ductile Iron Fastitee Joint and Mechanical Joint pipe ANSI/AWWA C151/A21.51 Wall Thickness and Weights for Special Thickness Classes Table No.3-13 Weight in Pounds Slze Thickness Wall Fastiie Joint Mechanical Joint` in. Class Thickness Per Foot In, Plain End Per Foot Pe r Per root Per Ino.Bell tta,-V-t ,gu, Inc,Bell xc r tE yu, 4 51 .26 11.3 11.7 213 52 .29 12.6 13.0 236 - 53 .32 13.8 14.2 257 14.5 290 54 .35 15.0 15.4 279 - - 55 .38 16.1 16.6 300 56 :41 17.3 6 50 .25 16.0 16.7 335 51 .28 17.8 18.5 370 52 .31 19.6 20.3 410 - 53 .34 21.4 22.1 445 22.3 4b0 54 .37 23.2 23.9 480 - 55 A 25.0 25.7 515 56 .43 26.7 27.4 550 8 50 .27 22.8 23.8 480 - - - 51 .30 25.2 26.2 625 52 .33 27.7 28.7 575 - - 53 .36 30.1 31.1 625 31.3 630 54 .39 32.5 33.5 675 - - 55 .42 34.8 35.8 720 56 .45 37.2 38.3 770 _ 10 50 .29 30.1 31.4 630 51 .32 33.2 34.5 695 52 .35 36.2 37.5 755 53 .38 39.2 40.5 815 40.7 820 54 .41 42.1 43.5 875 - - 55 .44 45.1 46.5 935 56 1 .47 48.0 49.3 990 12 50 .31 38.4 40.0 805 51 .34 42.0 43.6 875 - - 52 .37 45.6 47.2 950 - 53 .40 49.2 50.8 1020 51.1 1030 54 .43 52.8 54.3 1090 - 55 .46 56.3 57.9 1165 56 1 .49 59.9 61.5 1235 14 50 .33 47.5 50.3 1010 51 .36 51.7 54.6 109-5 52 .39 55.9 58.7 1175 53 .42 60.1 62.9 1260 54 .45 64.2 67.0 1345 55 .48 68.4 71.3 1430 6 '51 72.6 75.3 1510 16 50 .34 55.8 59.0 1180 - - 51 .37 60.6 63.8 1280 52 .40 65.4 68.6 1375 53 .43 70.1 73.3 1470 54 .48 74.9 78.1 1565 55 .49 79.7 82.9 1660 56 .52 84.4 87.6 1755 --7> 18 50 .35 64.4 68.0 1365 51 .38 69.8 73.4 1470 52 .41 75.2 78.6 1580 53 .44 80.6 84.2 1690 54 .47 86.0 89.6 1795 55 .50 91.3 95.0 1905 58 1 .53 1 96.7 100.3 1 2010 'M.ecrwr czil.Joint Rpe Is ama?ahe in 4'-12'dameters and Spedal TNd(ness Oags 53 Wy. 3-21 AMERICAN Ductile Iron Fastite" Joint and Mechanical Joint Pipe ANSI/AWWA C151/A21.51 Wall Thickness and Weights for Special Thickness Classes Ta le No.3-13-Continued Weight In Pounds Wall Size Thickness Fast Joint Mechanical Joint* Thickness Per Foot In. Class In. Plain End Per Foot Per 20' Per Foot Per 20' Inc.Bell tlominal Length Inc-Bell N-1-1 l..Oh F24 50 .36 73.5 77.5 1555 1 .39 79.5 83.5 1675 ,42 85.5 89.5 1795 53 .45 91.5 95-5 1915 54 .48 97.6 101.5 2035 55 .51 103.4 107,5 21 _ 50 .38 92.9 97.7 1960 51 .41 100.1 104.9 2100 52 44 107.3 112.1 2245 53 114.4 119.2 2390 54 .5 121.6 126.4 2535 55 .53 128.8 133.5 2676 _ 56 .56 135.9 140.7 2820 30 50 .39 118.5 126.7 2540 51 .43 130.6 138.7 2180 52 .47 42.5 150.7 3020 53 .51 i .4 162.E 3260 54 .66 16 . 174.5 3495 55 .59 178. 186.4 3735 36 50 43 156.6 167.2 3350 51 .48 174.5 185.2 3710 52 .53 192.4 03.1 4070 53 .58 210.3 2 1.0 4430 54 .63 MA 2 4785 55 .68 245.9 256. 5140 56 1 .73 263.7 274.4 5500 42 50 .47 198.9 213.3 4265 51 .53 224.0 238.4 4770 52 .59 249.1 263.5 5270 53 .65 274.0 288.5 70 54 .71 298.9 313.3 6 55 .77 323.7 338.2 67 56 .83 348.4 362.8 7255 48 50 .51 246.6 264.3 5285 51 .58 280,0 297.7 5955 - 52 .65 313.4 331.1 6620 53 .72 346.6 364.3 7285 54 .79 379.8 397.5 7950 - 55 .86 412.9 430.6 8610 445.9 463. 70 _ 511 50 .57 312.3 334.3 6685 51 .65 355.6 377.5 7550 52 .73 398.8 420.8 8415 53 .81 441.9 463.8 9275 54 .89 484.9 506.8 10135 55 .97 527.7 549.7 10995 56 1.05 570.4 592.3 11845 60"and 64"saes are not availab!e in Special Classes. "4"Fastite and N,echanticd joist lips are h rushed in 18-foot nomnal"th,s-u�eghts for al other sizes are for 20- loot r:orrirkal lengths. Dir�ors,lengths,weghls,etc.,are sutr,-act to change at our opecn, 3-22 N UI 00 I Q WEIR DETAILniav � III FW— OVERFLOW ELEVATION : m --.I I- \ 1/8"WELD 3/16 IN ELEVATION.3-2J:-W 18".063 ALUMINUM SLEEVE, WELDED INTO CMP WITH 1/4"TAPER FIT �— 8"SHEAR GATE PER DETAIL TO I.D. OF OUTLET PIPE STANDARD WSDOT B-10.40-00 INVERT ELEVATION:323. .063 FABRICATED SLEEVE TO WELD FLANGE ONTO ALUMINUM CMP 2 T $"WELD 18" STAND PIPE 16 GA.(.060)ALUMINUM CMP NOTES: --.100 ALUMINUM ORIFICE PLATE WELDED TO STAND PIPE 1. TWO 3x .100 STRAPS PER RESTRICTOR WELDED WITH 1 3/16 IN. ORIFICE ELEVATION 2 -.3 'TO CMP STANDPIPE. 2. ALL ALUMINUM SHEET MATERIAL WILL BE 5052. 3. ALL BAR STOCK WILL BE 6061. 4. ALL WELDS TO BE "' FILLET. 5. WELDING WILL BE DONE BY MIG WELDING WITH .030 4043. DRAWN BY: 1D MIKE 18" RESTRICTOR 10-22-14 C$ FABRICATING P O.BOX 12765 MILL CREEK,WA 98082 (425)481-5388 FAX(425)486-4608 WEIR DETAIL OVERFLOW ELEVATION:324.65' 1i ° L3 INJ 8 WELD \LEVATION 323.65' 12".063 ALUMINUM SLEEVE,WELDED INTO CMP WITH 1/4"TAPER FIT 8"SHEAR GATE PER DETAIL TO I.D. OF OUTLET PIPE STANDARD WSDOT B-10.40-00 INVERT ELEVATION:319.65' .063 FABRICATED SLEEVE TO WELD FLANGE ONTO ALUMINUM CMP 2 T $"WELD 12" STAND PIPE 16 GA.(.060)ALUMINUM CMP NOTES: .100 ALUMINUM ORIFICE PLATE WELDED TO STAND PIPE 1. TWO 3x .100 STRAPS PER RESTRICTOR LDED WITH 1 IN. ORIFICE ELEVATION 317.65' TO CMP STANDPIPE. 2. ALL ALUMINUM SHEET MATERIAL LL BE 5052. 3. ALL BAR STOCK WILL BE 6061. 4.ALL WELDS TO BE "'FILL 5. WELDING WILL BE DO BY MIG WELDING WITH .030 4043. DRAWN BY: 12" RESTRICTOR D MIKE 10-22-14 CB#5 P.O-BOX 12765 MILL CREEK,WA 98082 (425)481-6388 FAX(425)486-4608 BID ITEM A32 1" X 1" X 1/8" RAISED TREAD LETTERING AS DESIRED: 00 SEWER LIFT HANDLE 13 1/2" 1" 12 1/4" 1 4" 11" 20" *MACHINE SURFACE ON RING & COVER OLYMPIC FOUNDRY INC. *TYPICAL 8" LOCKING CLEAN-OUT 11 " X 4" LOCKING FLANGE DOWN RING & SEWER-CO COVER MATL: CAST IRON ASTM A48, CL30 RATING: H-2 0 TPART NO. M H 5 D/T APPROX WT: RING-70 LBS, COVER-26 LBS. REV: A DATE: 6/23/03 NEW BORDER REV DOCUMENT APPROVED DWN: CL DATE: O6/23/03 rOLER*"E REV: X DATE: XX/XX/XX DSC: A BY: DATE: XxX * 06 CHKD: CL DATE: 06/23/03 xxX t ZO DWG #: MH05 DT SCALE: N/A I SHEET: 1 OF 1 x� DIAMOND PLASTICS CORPORATION D3034 ' SEWER SPECIFICATIONs DATA PVC Pipe for the 2 tst Century'``'' Product Description: Diamond gravity sewer pipe 4 inches through 48 inches shall be made of compounds conforming to material requirements of ASTM D3034 and ` ASTM F679 (Annex) in accordance 4Wi with ASTM D1784. Diamond PVC Sewer Pipe meets all the dimensional, -- 3 chemical, and physical requirements as outlined in ASTM D3034 and ASTM SSG F679. . The pipe sizes 4 inches through 48 inches are made with an integral bell "water-tight" joint that meets the requirements of ASTM D3212 and that utilizes a Rieber gasket system for sealing that meets the requirements of ASTM F477. Each male end shall be beveled to facilitate joining and referencing marked for proper insertion depth. Diamond furnished lubricant is to be used in the joining process. Physical Properties: ASTM D3034 & ASTM F679 Pipe Materials: Pipe shall be made of PVC plastic having a minimum cell classification of 12454 or 12364 as defined in Specification D1784. Properties of PVC 12364 Property ASTM Minimum Test Specific Gravity D792 1.47 Tensile Strength,psi D638 6,000 IZOD Impact Strength D256 .65 Ft.,Ib./in. of notch SHORT FORM Pipe Stiffness Specification for Diamond PVC Solid-Wall Sewer Pipe SDR 26 or SDR 35 or PS 46 or PS 115 Pipe Modulus Diamond PVC Solid-Wall Sewer Pipe shall be made of SDR E — 400,000 E — 500,000 compounds conforming to ASTM D1784 manufactured in accordance with the material requirements of ASTM D3034 or ASTM F679. Diamond PVC Sewer Pipe must meet all 41 28 35 dimensional, chemical, and physical requirements as 35 46 57 outlined in ASTM D3034 and ASTM F679 or ASTM F679 26 l l 5 144 ANNEX. Diamond PVC Sewer Pipe shall be installed according to the requirements of ASTM D2321,Joints shall meet the requirements of ASTM D3212 and shall be formed using Rieber Technology. Uni-Bell UNI-PUB 6, "and the manufacturer's requirements DIAMOND PLASTICS CORPORATION ASTM D3034 & F679 Specification Data Rieber Joint Illustration Standard Laying Lengths are 14' & 20' D3034 Pipe Dimensions Bell Socket ocket Insert Nominal Outside Diameter -. .DiameterPipe - - 4 4.215 5 1/4 4 5/8" 4 0.162 0.120 --� 6 6.275 7 1/2 4 3/4" 4 0.241 0.180 8 8.400 9 7/8 6 1/8" 5 0.323 0.240 10 10.500 12 3/8 6 3/4" 6 0.404 0.300 12 12.500 14 5/8 7 '/4" 6 0.481 0.360 15 15.300 18 6 3/4" 6 0.588 0.437 F679 & Annex Pipe Dimensions Nominal Outside Bell Socket - Insert Wall Wall Pipe Diameter - . ss 18.701 21 3/4" 7 3/4" 7" 0.719 0.499 21 2 . 25 '/2" 7 3/4" 7" 0.848 0.588 24 24.803 8 '/2" 7 '/4" 0.954 0.661 27 27.953 32 '/2" ' 7 '/4" 1 .075 0.745 30ciod 32.000 37 '/4" 12" 1.231 0.853 36c;od 38.300 43 '/4" 12" 10" .473 1.021 42c;od 44.500 53" 16" 13" 1.187 48c;od 50.800 60" 16" 13" 1.355 "Possession of this page does not constitute an offer to sell." BID ITEM A54 P.O.Box 3300,Term."A" 4507 LeSaint Court London,Ont.Canada Fairfield,Ohio USA N6A 4K3 45014 (519)681-2140 (513)942-9910 1-800-265-1815 1-800-523-3539 Fax(519)681-2156 ANIL Fax(513)942-9914 MULTI FITTINGS Engineered Tough r- e " ch To► as g h SDR 35 GASKETED SEWER FITTINGS LETTER OF COMPLIANCE Scope: This letter of compliance covers Multi Fittings requirements for 4" through 42" (100 mm— 1050 mm) PVC Trench Tough SDR35 Gasketed Sewer Fittings. These products meet or exceed performance standards set by the American Society of Testing and Materials (ASTM), CSA International (CSA) and the International Association of Plumbing and Mechanical Officials (IAPMO). Trench Tough SDR35 Gasketed Sewer Fittings are compatible with pipe manufactured to ASTM D 3034, CSA B 182.1 and CSA B 182.2 and is suitable for the non-pressure drainage of sewage and surface water. They can also be used in applications involving subsurface drainage. Material: Rigid PVC Poly(Vinyl Chloride) used in the manufacturing of Trench Tough SDR35 Gasketed Sewer Fittings complies with ASTM D 1784, Standard Specification for Rigid Poly(Vinyl Chloride) (PVC) Compounds and Chlorinated Poly(Vinyl Chloride) (CPVC) Compounds, having a cell classification 12454 or 13343. Gasket materials used in the manufacturing of Trench Tough SDR35 Gasketed Sewer Fittings complies with either of the following requirements: ASTM F 477 "Standard Specification for Elastomeric Seals (Gaskets)for Joining Plastic Pipe" for low-head applications for rubber gaskets ASTM F 913 "Standard Specification for Thermoplastic Elastomeric Seals (Gaskets)for Joining Plastic Pipe"for TPE gaskets Molded Fittings: Molded Trench Tough SDR35 Gasketed Sewer Fittings conform to the following standards: ASTM D 3034 "Standard Specification for Type PSM Poly(Vinyl Chloride) (PVC) Sewer Pipe and Fittings" ASTM D 3212 "Standard Specification.for Joints for Drain and Sewer Plastic Pipes Using Flexible Elastomeric Seals" ASTM F 1336 "Standard Specification for Poly(Vinyl Chloride) (PVC) Gasketed Sewer Fittings" CSA B 182.1 "Plastic Drain and Sewer Pipe and Pipe Fittings" CSA B 182.2 "PVC Sewer Pipe and Fittings (PSM Type)" IAPMO "Uniform Plumbing Code" Fabricated Fittings: MULTI FIT71NGS Page 2/... Trench Tough SDR35 Gasketed Sewer Fittings Fabricated Trench Tough SDR35 Gasketed Sewer Fittings are made from segments of pipe conforming to the following standards: ASTM D3 034 "Standard Specification for Type PSM Poly(Vinyl Chloride) (PVC) Sewer Pipe and Fittings" ASTM D 3212 "Standard Specification for Joints for Drain and Sewer Plastic Pipes Using Flexible Elastomeric Seals" ASTM F 679 "Standard Specification for Poly(Vinyl Chloride) (PVC) Large-Diameter Plastic Gravity Sewer Pipe and Fittings" ASTM F 1336 "Standard Specification for Poly(Vinyl Chloride) (PVC) Gasketed Sewer Fittings" CSA B 182.2 "PVC Sewer Pipe and Fittings (PSM Type)" Note: Molded components meeting the requirements listed above may also be used as part of the fabricated fitting. Markin,-s: Trench Tough SDR35 Gasketed Sewer Fittings are marked as prescribed in the above applicable standards to indicate size of the fittings, material designation, compliance to standard, and manufacturer's name or trademark. Color Coding: Gaskets for Trench Tough SDR35 Gasketed Sewer Fittings are black. Yours truly, i Frank Yorio Senior Vice President, Operations Issue Date: 2014-07-18 '� ys''{� ��a4 a, !, (j� i •'1 �>.t�{'.�xi ¢3` ,.n,•t>;.�� s K• �" #a f,,l+�'�;�i�4, tt. �k��y{�,�r t �1,�% ,f ;;£, k tgjt�°��w is tl. [$ J 'I. �a iS �-•c KE^ ,� 'tt£"•``'�''• &tt#$ t to{Ir'ial ,,.4�,� a. .f•^ S'•') .rr !t£• 'f ,n f „f k"i£F'. � c€�,< �i �f a ,.�• t#st, v �€?r yl} ,�;. .-'� , EX+`W 3;�t.• '"t;5E`#•E 5 ��g.J.,s,} t> t,a;t; t ''. 17+i � '� }� }`�kt', '�x'I �Fk(.. k ,riP Enf�. i � ..i,y tiSi't� i5+°t M 'a,�,'� 'ka t �9��x>Yi�5�� d,��Z. �• �'��* a1• a. n r 1'. S �,> i i��7% I d ;,., 2 .;�e ? - ."F rs t��' .1 45 FLi? ,�Rtf s°E•F�n hi 4 1,''. ,c Ali.i ,."J,'Y"'' �: l�,3,€yy�..,;,, is.�?' IS� ; .a i✓ 4 f ;•e�.,e�,' is � �� •a i! 't i , rC ,4 {{r u �,•'ift q } t � t.t k,t 5h�a ;f;. t ' � t! 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'!5-� �� '��)°3�£•a�u'r (�,��x t,6 t l�� .i! r. � nslt5a `�' S' •+� ,�. •� •� `tt'' a ,r ''�: l;s'y y. a ( � ,� 3'3t`�`K'�� s�`, •y 3 ,g,� � L` '6 ,1) J ' +!)•t� ,r � t b a t� ` 6')tit ( 9 �R, 'st 6t t ;g,r.• � ci — `t �iS' 3¢' � ' � F 'i N.F t t �t � aS ` r, �� i £e �.S � 6 ?. ✓ , � ,� ��: t rt �', `. �rx t �s ��. + 'k,� r ( '� �a "' ) , ,,(, ¢ y�y,( S M t P'k, ♦E I' • �fi �Ji S � n � r, t '� - , � I � 3 ,�° tj5 } � ,t t>;^� t ! i :°�t xt��,z€•,�h'�5€2;��••��..�? t' r ,i }3 �'��rI � �€ 4f, .; t ,4 ,A$, •e1' +i, •,! N t n' { ' Ell � i�' VA/ AMERICAN Ductile Iron Fastite' Joint Pipe ANSI/AWWA C151/A21.51 Standard Dimensions D LAYING LENGTH l able No. 3-3 F Dlmens Ions In Inches Size Nominal Laying A D F' In. Length it, Outside Diameter Depih of Socket Bell O.D. 4 18 4.80 3.31 6.40 6 20 6.90 3.38 8.60 -� 8 20 9.05 3.75 11.16 10 20 11.10 3.75 13.25 12 20 13.20 3.75 15.22 14 20 15.30 6.23 17.73 16 20 17.40 5.23 19.86 18 20 19.50 5.50 22.16 20 20 21.60 5.50 24.28 24 20 25.80 5.50 28.50 30 20 32.00 6.50 34.95 36 20 38.30 6.50 41.37 42 20 44.50 7.50 48.27 48 20 1 54 20 57.56 8.50 61.65 60 20 61.61 8.75 65.80 64 1 20 1 65.67 1 9.00 1 70. 'Dmere,ons subect to charge at our option.Check AMERICAN I exact dmensor*ragdred. For Fasttte assemby instructions see Section 2. MOP f' }�x J�'rf�F �;' 'r �� i • 'y S • Y 6�a •rr' The liberal allowable deflection in the Fastite Joint facilitates pipeline Installation with sweeping horizontal or vertical curves without the use of fittings. 3-8 %-ftol AMERICAN Ductile Iron Pipe AN51/AWWA C150/A21.50 and ANSI/AWWA C151/A21.51 Nominal Wall Thicknesses for Special Thickness Classes Table No.3-12 Outside SPECIAL THICK S CLASSES-Wall Thickness In Inches' Size Diameter In. In. 50 51 52 53 54 55 56 4 4.60 - .26 .29 .32 .35 .38 .41 6 6.90 .25 .28 .31 .34 .37 .40 .43 & 9.05 .27 .30 .33 .36 .39 .42 .45 10 11.10 .29 .32 .35 .38 .41 .44 .47 12 1 13.20 .31 1 .34 .37 .40 1 .43 .46 1 .49 14 15.30 .33 .36 .39 .42 .45 .48 .51 16 17.40 .34 .37 .40 .43 .46 .49 .52 18 19,50 .35 .38 .41 .44 .47 .50 .53 20 21.60 .36 _39 .42 A5 .48 .51 .54 24 25.80 .38 .41 .44 .47 .50 .53 .56 30 32.00 .30 .43 .47 .51 .55 .59 .63 36 38.30 .43 .48 .53 .58 .63 .68 .73 42 44.50 .47 .53 .59 .65 .71 .77 .83 48 50.80 .51 .58 .65 .72 .79 .86 .93 54 1 57.56 1 .57 1 .65 1 .73 1 .81 1 .89 1 .97 1.05 'These are Special`[Nck^,ess Gasses as shcvm in AWWA C150 and C151.ThIey%me pm&usy desgnated standard ttiduiess dasses.AhfERICAN can furnish any thcknesa in betv,,een these Spedat Th<lkj sses if de-erred econcei`cal for rna�or praects. Special lasses are rrost appropriaWy used for some ttueaded,grooved,or bag and socket p'pes of fcr extracro nary desgn condfans,and they are genera5r!ess a�-OaVe than standard pre`cswe dass pipe. For pressuro rat;ng and marrnwn depth of cotter capab'Ties of Special Thckness Gasses,check Ah1ERiCAN.These capW;bes can be est;mated by comparng metal thckness and capab'Mies of those of FYesswe Gasses in Tab,e No. 3-11,or may be ca'afated by us'ng the des'gn forrWas sha.dn in AWWA C160. 3-20 VAAAeRICAN DUCTILE lRo AMERICAN Ductile lion Fastltee Joint and Mechanical Joint Pipe ANSI/AWWA C151/A21.51 Wall Thickness and Weights for Special Thickness Classes Table No.3-13 Weight In Pounds Size Thickness Wail In. class Thickness Per Foot Fasttte Joint Mechanical Joint* In. Plain End Per Foot Per Per Foot Per Inc.Bell maw-r•te,gs, Inc.Bell >s r t«,gu, 4 51 .26 11.3 11.7 213 52 .29 12.6 13.0 236 - - 53 .32 13.8 14.2 257 14.5 290 54 .35 15.0 15.4 279 55 .38 16.1 16.5 300 56 .41 17.3 17.7 321 6 50 .25 16.0 16.7 335 51 .28 17.8 18.5 370 - 52 .31 19.6 20.3 410 - 53 .34 21.4 22.1 445 22.3 450 54 .37 23.2 23.9 480 - 55 .40 25.0 25.7 515 - - 56 .43 26.7 27.4 550 8 50 .27 22.8 23.8 480 - 51 .30 25.2 26.2 525 - 52 .33 27.7 28.7 575 - - 53 .36 3V 31.1 625 31.3 630 54 .39 32.5 33.5 675 55 .42 34.8 35.8 720 56 1 45 37.2 38.3 1 770 10 50 .29 30.1 31.4 630 - 51 .32 33.2 34.5 695 - 52 .35 36.2 37.5 755 - - 53 .38 39.2 40.5 815 40.7 820 54 .41 42.1 43.5 875 - - 55 .44 45.1 46.5 935 56 .47 48.0 49.3 990 _ 12 50 .31 38.4 40.0 805 51 .34 42.0 43.6 875 - - 52 .37 45.6 47.2 950 - - 53 .40 49.2 50.8 1020 51.1 1030 54 .43 52.8 54.3 1090 - - 55 .46 56.3 67.9 1165 - 56 .49 59.9 61.5 1235 14 50 .33 47.5 50.3 1010 51 .36 51.7 54.6 1095 52 .39 55.9 58.7 1175 53 .42 60.1 62.9 1260 54 .45 64.2 67.0 1345 55 .48 68.4 71.3 1430 56 1 1 72.5 1 75.3 1610 16 50 .34 55.8 59.0 1180 -. 51 .37 60.6 63.8 1280 52 .40 65.4 68.6 1375 53 .43 70.1 73.3 1470 - 54 .46 74.9 78.1 1565 55 A 79.7 82.9 1660 56 .52 84.4 87.6 1755 18 50 .35 64.4 68.0 1365 51 .38 69.8 73.4 1470 52 .41 75.2 78.8 15W 53 .44 80.6 84.2 16-00 54 .47 86.0 89.6 1795 55 .50 91.3 95.0 1905 56 .53 96.7 100.3 2010 Meclaarical to nt P,pe Is araahe in a'-12'darneters and Specal Thd e-ess(lass 53 crag. 3-21 VAO AMERICAN Ductile Iron Fastltee Joint and Mechanical Joint Pipe ANSI/AWWA C151/A21.51 Wall Thickness and Weights for Special Thickness Classes Ta e No.3-13-Continued Weight In Pounds Well Size Thickness Thickness Pe r Foot Fastite Joint Mechanical Joint* to. Class In. Plain End Per Foot Per 20' Per Foot Per 20' Inc.Bell frorolnal L"gth Inc.Bel! No iwt L.ngth 20 50 .36 73.5 77.5 1555 1 .39 79Z 83.5 1676 .42 85.5 89.5 1795 53 .45 91.5 95.5 1915 54 .48 97.5 101.5 2035 55 .51 103A 107 2155 24 50 .38 92.9 97.7 1960 51 Al 100.1 104.9 2100 52 44 107.3 112.1 2245 53 114.4 119.2 2390 54 .5 121.6 126.4 2535 55 .53 128.8 133.5 2675 56 .56 135.9 140.7 2820 30 50 .39 118.5 126.7 2540 - 51 .43 [132' 06 138.7 2180 - 52 47 .5 150.7 3020 53 .51 .4 162.6 3260 54 .55 6 , 174.5 3495 65 .59 78. 186.4 3735 56 .63 0 36 50 .43 156.6 167.2 3350 51 .48 174.5 185.2 3710 52 .53 192.4 03.1 4070 53 .68 210.3 2 1.0 4430 54 .63 228.1 2 4785 55 .68 245.9 256. 5140 56 .73 263.7 274.4 42 50 .47 198.9 213.3 4265 51 .53 224.0 238.4 4770 52 .59 249.1 263.5 5270 53 .65 274.0 288.5 70 54 .71 298.9 313.3 6 55 .77 323.7 338.2 67 56 .83 348.4 362.8 7255 48 50 .51 246.6 264.3 6285 51 .58 280.0 297.7 5955 52 .65 313.4 331.1 6620 53 .72 346.6 364.3 7285 54 .79 379.8 397.5 7950 55 .86 412.9 430.6 8610 F 445.9 463.6 9270 54 50 .57 312.3 334.3 6685 51 .65 355.6 377.5 7550 52 .73 398.8 420-8 8415 53 .81 441.9 463.8 9275 54 .89 484.9 506.8 10135 55 .97 527.7 549.7 10995 56 1.05 570.4 592.3 11M 60'and 64"sizes are not availab!e in Special Classes. 4"Fastfte and Mecharical jdnt f>m are furnished in 18-foot noviM lengths-vre�ghts for al other sizes are for 2t} foot r*mnal lengths. Drnens ns,tertgths,YNghts,etc.,are sutyect to change at our option. 3-22 BID I I EM A55 ► ► ► PRODUMUtility •- 1,17ings • • - • - Compact MJ Finings ANSI/AWWA C153/A21.53 2" - 64" DUCTILE IRON MECHANICAL JOINT COMPACT FITTINGS GENERAL SPECIFICATIONS MATERIAL: Ductile Iron per ASTM A536 PRESSURE: 350 PSI rating for 3"-24"sizes,250 PSI rating for 30"-48"sizes and 150 PSI rating for 54"-60"sizes TESTING: In accordance with ANSI/AWWA C153/A21.53 and UL requirements LAYING LENGTH: In accordance with ANSI/AWWA C153/A21.53(fittings not listed in ANSI/AWWA have dimensions per Star design as noted in the catalog) WEIGHTS: Are in pounds,unless noted otherwise and do not include accessories,cement lining and coating FLANGES: Flanged ends on fittings match ANSI/AWW CI 15/A21.15 and ANSI B16.1 class 125 flanges CEMENT LINING: In accordance with ANSI/AWWA C104/A21.4 --size 2"-3"single thickness and sizes 4"-64"double thickness ° COATING: Asphaltic seal coat inside and out in accordance with ANSI/AWWA C104/A21.4 GASKETS: SBR in accordance with ANSI/AWWA C111/A21.1 1 (see pg. 17) T-BOLTS/NUTS: Low alloy steel in accordance with ANSI/AWWA C111/A21.11 (see pg. 16) APPROVALS: 4"-12"Underwriters Laboratories Listed 3"and greater are UL/NSF-61 DIMENSIONS: All dimensions are in inches unless noted otherwise rM-� MOM I-t - -- - i AWWA 1*ftwd K1 MEMBER ate- 7` 0 K2 5 U r ,.: .. J d � 2' 0.75 in. 1 ��pSSiFj�o D C 0.12 in. F A 1. 2"-24"=0.31 in. ^< 30"-64"=0.38 in. 8 WATER QUALITY MECHANICAUOINT DIMENSIONS NOM. A DIA. B C DIA. D DIA. F DIA. J DIA. Kl DIA. K2 DIA. L M S 0 X DIA. BOLTS , ' SIZE SIZE NO. * 2 2.50 2.50 3.39 3.50 2.61 4.75 6.19 6.25 0.58 0,62 0.36 280 3, %x 3 2 3 3.96 2.50 4.84 4.94 4.06 6.19 7.62 7.69 0.58 0.62 0.39 280 '/4 %x 3 4 4 4.80 2.50 5.92 6.02 4.90 7.50 9.06 9.12 0.60 0.75 0.39 281 R 3/4 x 3'/2 4 6 6.90 2.50 8.02 8.12 7.00 9.50 11.06 1112 0.63 0.88 0.43 28' '/8 3/4 x 3'/2 6 8 9.05 2.50 10.17 10.27 9.15 11.75 13.31 13.37 0.66 1.00 0.45 281 /a 3/4 x 3'G 6 10 11.10 2.50 12.22 12.34 11.20 14.00 15.62 15.62 0.70 1.00 0.47 280 '/8 %x 4 8 12 13.20 2.50 14.32 14.44 13.30 16.25 17.88 17.88 0.73 1.00 0.49 281 /8 3/4 x 4 8 14 15.30 3.50 16.40 16.54 15.44 18.75 20.25 20.25 0.79 1.25 0.55 281 7/8 3/4 x 4'/2 10 16 17.40 3.50 18.50 18.64 17.54 21.00 22.50 22.50 0.85 1.31 0.58 28° /e '/4 x 4'/2 12 18 19.50 3.50 20.60 20.74 19.64 23.25 24.75 24.83 1.00 1.38 0.68 280 7/8 3/4 x 4'/2 12 20 21.60 3.50 22.70 22.84 21.74 25.50 27.00 27.08 1.02 1.44 0.69 28' '/6 3/4 x 4'G 14 24 25.80 3.50 `26.90 27.04 25.94 30.00 31.50 31.58 1.02 1.56 0.75 280 7/8 3/4 x 5 16 30 32.00 4.00 33.29 33.46 32.17 36.88 39.12 39.12 1.31 2.00 0.82 20' 1 1/8 1 x 6 20 36 38.30 4.00 39.59 39.76 38.47 43.75 46.00 46.00 1.45 2.00 1.00 200 1 '/8 1 x 6 24 42 44.50 4.00 45.79 45.96 44.67 50.62 53.12 53.12 1.45 2.00 1.25 20' 1 % 1 1/4 x 6 1/2 28 48 50.80 4.00 1 52.09 52.26 50.97 57.50 60.00 60.00 1.45 2.00 1.35 200 1 % 1 '/4 x 61/2 32 * 54 * 60 {Dimensions Available On Request; * 64 REy.07 *Not Included in AWWA C 153 ®REGISTERED TRADEMARK OF STAR PIPE PRODUCTS FM STAR'PIPE PRODUCTS AppruWs HOUSTON CORPORATE ITOLL FREE 1-800-999-30091 FAX 281-Sr9000 o•+wr .art..s, _.starpipeproducis.com iso eo 2000 Page 3 BID ITEM A55 ROMAC INDUSTRIES, INC. ROMAGRIP MECHANICAL JOINT RESTRAINING GLAND 3 THROUGH 12 INCH SUBMITTAL INFORMATION USE The Romac RomaGrip restraining gland is used for the restraint of mechanical joint ductile iron pipe, valves, fittings, and fire hydrants in water transmission and fire protection lines. It may also be used on IPS sizes steel pipe (minimum thickness STD weight class pipe) with MJ by IPS transition gasket. The RomaGrip replaces costly concrete thrust blocks, corrodible steel tie rods and clamps. Not for use on plain end mechanical joint fittings. The RomaGrip may be used on cast iron pipe as long as it has the same OD as ductile iron pipe. Note: Some initial axial movement may occur in lug style restraints as the lugs seat. Movement is directly related to the size of the piping system and the system pressure. In general terms movement of approximately 0.25 can be expected in restraints under 16". For larger sizes, movement of approximately 0.40 may be seen. If this is critical to your application please contact Romac Engineering for additional information. MATERIALS Gland Ductile (nodular) iron, meeting or exceeding ASTM A 536-84, Grade 65-45-12. Gaskets A standard MJ gasket is used with this fitting. Meets ANSI/AWWA C111/A21.11 for gasket specs. Restraining Bolt 7/8 —9 roll thread, Ductile (nodular) iron, meeting or exceeding ASTM A 536-84. Restraining Lugs Ductile (nodular) iron, meeting or exceeding ASTM A 536-84. Heat treated using a proprietary process. Lug Locators Polyurethane, a thermo-set plastic. Coatings Shop coat applied to the casting for corrosion protection in transit. Epoxy coating optional. PERFORMANCE Nominal Number of Approx. Working Test Maximum Pipe Restraining Weight Pressure Pressure Joint Size Bolts (Ibs) (psi) (psi) Deflection 3 2 6 350 700 50 4 2 7.5 350 700 50 6 3 11 350 700 50 8 4 16.5 350 700 50 10 6 23 350 700 5° 12 8 29.5 350 700 5° FM Approved FM approved for cast iron and ductile iron pipe at 175 psi working pressure (4 : 1 test). UL Listed UL listed for cast iron and ductile iron pipe. Document Number 05-8-00 6/14 This information is based on the best data available at the date printed above, please check with Romac Engineering Department for any updates or changes. Phone (425) 951 6200 • Toll Free 1 800 426 9341 • Fax (425) 951 6201 • www.romacindustries.com BID ITEM A55 10 . 141Muellor Gol. C-12" MUELLER° A-2360 RESILIENT Rev.8-04 Shaded area indicates change. WEDGE GATE VALUES - M.J. x FL. J Catalog number— A-2360-16 mechanical joint x flanged ends(with mechanical joint unassembled accessories) A-2360-19 mechanical joint x flanged ends(less mechanical joint accessories) U Sizes—4",6",8", 10", 12" ❑ Meets or exceeds all applicable requirements of ANSI/AWWA C509 Standard and is certified to ANSI/NSF 61 ❑ Flanged end dimensions and drilling comply with ANSI B 16.1,class 125 ❑ Mechanical joint end complies with ANSI/AWWA C11 1 Standard U Iron body with nominal 10 mils MUELLER`'Pro-Gard m Fusion Epoxy Coated interior and exterior surfaces ❑ Epoxy coating meets or exceeds all applicable requirements of ANSUAWWA C550 Standard and is certified to ANSI/NSF 61 ❑ Iron wedge,symmetrical&fully encapsulated with molded rubber; no exposed iron U Non-rising stem(NRS) q U Triple 0-ring seal stuffing box(2 upper&1 lower 0-rings) ❑ 2"square wrench nut(optional handwheel available)—open left or open right A-2360-16 U 4"-12"sizes-250 psig(1723 kPa)maximum working pressure, MJ.accessories 500 psig(3447 kPa)static test pressure shipped unassembled LJ UL Listed,FM Approved—200 psig(1.379 kPa) Options See pages 10.34 and 10.35 for more information on Resilient Wedge Gate Valve options ❑ Position indicators ❑ Stainless steel fasteners:Type 304,Type 316 ❑ASTM 1398-C66100/1102 stem U Handwheel Resilient wedge gate valve parts G-202 Catalog Description Material Material standard G_207 Part /G-a, No. G_ae , G-sot G-16 Bonnet Bolts&Nuts Carbon Steel ASTX1 A307 Grade B,Zinc Plated � �G-soft G-41 Stuffing Box Bolts&Nuts Carbon Steel ASTM A307 Grade B,Zinc Plated G-49 Stem O-rings(3) Rubber ASTM D2000 G-203 G-200 Wrench Nut Cap Screw Carbon Steel ASTM A307 Grade B,'Zinc Plated G-210— G-201 Stuffing Box Seal Rubber ASTM D2000 f G-18 G-202 Wrench Nut Cast Iron ASTM A 126 CL.B G-203 Stem Bronze ASTM B 138 G-204 Hand Wheel(nor shown) Cast Iron ASTM A126 CL.B G-206 G-205 Stem Nut Bronze ASTM B62 G-2t2•• G-206 Guide Ca Bearings Celcon ✓ G-207 Stuffing Box Cast iron ASTM A126 CL.B G-208 Anti-friction Washers(2) Celcon _ G-20e G-209 Wedge, Cast Iron* ASTM A126 CL.B G-206 Rubber Encapsulated G-210** Bonnet Cast Iron ASTM A126 CL.B G-211** Bonnet O-ring Nitrite ASTM D2000 G-212** I Body Cast Iron ASTM A126 CL.B *Fully encapsulated in molded rubber with no iron exposed **Previous to 1999 these parts on 4"-12"valves were designed with a gasket instead of an 0-ring and with additional bolts.Confirm the type of seal when ordering a replacement gasket or 0-ring. SEE PAGE 10.39 FOR ORDERING INSTRUCTIONS 4"-12" MUELLERO A-2360 RESILIENT 1 ON15 WEDGE GATE VALVE - M.J. x FL. Rev.8-04 o B A T 00 Q N UU I- FF-I Dimensions Dimension* Nominal size 4" 6" 8" 10" 1211 A 14.19 18.00 21.50 25.50 28.62 L 2.50 2.50 2.50 2.50 2.50 N 9.12 11.12 13.37 15.62 17.88 0(number and size of holes for MJ) 4--7/8" 6--7/8" 6--7/8" 8--7/8" 8--7/8" (bore) 4.30 6.30 8.30 10.30 12.30 00(bolt circle diameter for MJ) 7.50 9.50 11.75 14.00 16.25 R 9.00 11.00 13.50 16.(X) 19.00 UU(bolt circle diameter for FL) 7.50 _ 9.50 11.75 14.25 17.00 FF 9.50 11.00 12.00 13.88 14.44 B number and size of holes for FL) 8--3/4" 8--7/8" 8--7/8" 12--1" 12--1" Turns to open 114 20.5 26.5 33 38.5 Weight* 115 168 1275 1400 1570 *All dimensions are in inches.All weights include accessories are in pounds and are approximate. 6 3/4" DIA. 7/16" 5 DEGREE DRAFT 1 1 � I ' 1 ' t r 1 � 1 i ! 1 1 � ( 1 1 i � I I � 1 1 1 1 i 1 t V 1 1 1 1 i 1 , , l \ 1 TOP VIEW 5/8" 7/8" 7" 15/16" S i i i BOTTOM VIEW =1 m REF# OF103 E� NOTES:• ATERIAL• CAST IRON, ASTM A-48, CL 30 CLYMPIC FOUNDRY, INC . Ln U'• ALSO AVAILABLE WITH 2" SKIRT VALVE BOX COVER APPROX. WEIGHT: 9 LBS. T- RATING — H2O PART NO. VB940 8 1/8" DIA. 6 7/8" DIA. m 6 3/4- FT 1 1/16" to - LUGS ARE OPTIONAL `v n co 7/8- TOP VIEW iv 9 1/4" DIA. 6 5/8" DIA. 6 1/8" DIA. 7 3/16" DIA. REF# 0F102 NOTES: • MATERIAL: CAST IRON, ASTM A-48, CL 30 OLYMPIC FOUNDRY, INC . 18" VALVE BOX AND TOP APPROX. WEIGHT: 33 LBS. RATING - H2O PART NO. VB940 5 5/8' DIA_ �5 1/8' DIA, 7 - 17' 24' (ALSO AVAILABLE IN 30' AND 36') 5 3/4' 50 3/5' 3/8' R. 7 1/2' DIA. 8' DIA, 8 3/4' DIA REF# OF177 NOTES: • MATERIAL CAST IRON. ASTM A-48, CL 30 Q LYMP I C FOUNDRY, INC . 24" VALVE BOX BOTTOM APPROX. WEIGHT: 35 LBS. RATING - H2O PART NO. V8940 BASE BID ITEM A55 ROMAC INDUSTRIES, INC. STYLE 101 S & 202S SERVICE SADDLE SUBMITTAL INFORMATION _ NSFJ MATERIALS Casting The saddle body is cast from ductile (nodular) iron, meeting or exceeding ASTM A 536, Grade 65-45-12. Gasket Gasket is made from Nitrile Butadiene Rubber (NBR) compounded for water and sewer service and a tolerance of petroleum products in accordance with ASTM D 2000 MBC 610. Other compounds available for special applications. Straps Type 304 (18-8) heavy gauge Stainless Steel per ASTM A 240. Straps are two inches wide to spread out clamping forces on the pipe. GMAW and GTAW welds. Passivated for corrosion resistance. Bolts, Nuts For sizes 1-1/2" through 3", 112" UNC roll thread Type 304 (18-8) Stainless Steel bolts with heavy hex nuts. 4" and above use 5/8" UNC roll thread Type 304 (18-8) Stainless Steel bolts with heavy hex nuts. Rod for bolts are per ASTM A 240 and nuts are per ASTM A 194. All welds fully passivated for enhanced corrosion resistance. Nuts coated to prevent galling. Washers Flat, type 304 (18-8) heavy gauge Stainless Steel. COATING Shop coat applied to casting for corrosion protection in transit. PRESSURE RATING Ductile iron, cast iron and steel pipe: rating of pipe up to 350 psi maximum. PVC and asbestos cement pipe: rating of pipe up to 200 psi maximum. For other applications please consult your representative. SIZES AND RANGES See Catalog. 9/04 Romac Document Number 25-8-0002 This information is based on the best data available at the date printed above, please check with Romac Engineering Department for any updates or changes. Phone ;425} 951 5200 + Tall Free 1 5049 426 934 1 • Fax {4251 951 5201 * wiaw w.rs m,-j,Jndu%tries coo d1 BID ITEM A55 10 . 241mue"eri 211, 2-1/2" & 3" MUELLER° A-2360 RESILIENT Rev.8-04 Shaded area indicates change. WEDGE GATE VALVE -T H D. x T H D. ❑ Catalog number- A-2360-8 threaded ends ❑ Sizes-0,2-1/2",3" ❑ Meets or exceeds all applicable requirements of ANSI/AW WA C509 Stand- ard and is certified to ANSI/NSF 61 ❑ Threaded end dimensions comply with ANSI 132.1 ❑ Iron body with nominal 10 mils MUELLER"Pro-Gard m Epoxy Fusion Coated interior and exterior surfaces ❑ Epoxy coating meets or exceeds all applicable requirements of ANSI/AWWA C550 Standard and is certified to ANSI/NSF 61 ❑ Iron wedge,symmetrical&fully encapsulated with molded rubber; no exposed iron ❑ Non-rising stem(NRS) ❑ Triple O-ring seal stuffing box(2 upper& 1 lower O-rings) ❑ 2"square wrench nut(optional handwheel available)— open left or open right ❑ 2"-3"sizes-250 psig(1723 kPa)maximum working pressure, 500 psig(3447 kPa)static test pressure UL Listed,FM Approved:200 psig(1379 kPa)—3"size A-2360-8 Options See pages 10.34 and 10.35 for more information on Resilient Wedge Gate Valve options J Position indicators J Stainless steel fasteners:Type 304,Type 316 ❑ ASTM B98-G66100/H02.stem ❑ Handwheel Resilient wedge gate valve parts G-M2 G-200 Catalog,Description Material Material standard G-41 Part G-49 G-201 No. � � /G-2N 6-16 Bonnet Bolts&Nuts Carbon Steel ASTM A307 Grade B,"Zinc Plated \V I - G-41 Stuffing Box Bolts&Nuts Carbon Steel ASTM A307 Grade B,Zinc Plated 0-203 G-210 G-49 Stem O-rings(3) Rubber ASTM D2000 G-200 Wrench Nut Cap Screw Carbon Steel ASTM A307 Grade B,'Zinc Plated G-16 G-201 Stuffing Box Seal Rubber ASTM D2000 0-211 G-202 Wrench Nut Cast Iron ASTM A126 CL.B 0-206 6-203 Stem Bronze ASTM B 138 ✓0-212 G-204 Hand Wheel not shown) Cast Iron ASTM A 126 CL.B G-205 Stem Nut Bronze ASTM B62 G-109 0-206 Guide Cap Bearings Celcon I /G-208 G-207 Stuffing Box Cast iron ASTM A126 CL.B G-208 Anti-friction Washers(2) Celcon G-209 Wedge, Cast Iron* ASTM A 126 CL.B Rubber Encapsulated G-210 Bonnet Cast Iron ASTM A126 CL.B G-211 Bonnet Gasket Neoprene I ASTM D2000 G-212 Body Cast Iron I ASTM A126 CL.B *Fully encapsulated in molded rubber with no iron exposed SEE PAGE 10.39 FOR ORDERING INSTRUCTIONS 211 9 2-1/2" & 3" MUELLER° A-2360 Mueller Co. 1 0 . 2 5 RESILIENT WEDGE GATE VALVE - THD. x THD■ Rev.8-04 A HT Q - - - NPT I- D D -I FF Dimensions Dimension* Nominal si-e-a 2" 2-1/2" 3" A 9.88 1238 12.38 FF 5.88 5.88 6.88 Q(bore) 2.30 2.80 3.30 H (hex—across flats) 3.88 4.25 5.00 DD 4.12 14.12 15.12 Turns to open 8 11 Ill Weight* _ 31 60 162 *All dimensions are in inches.All weights are in pounds and are approximate. BID ITEM A55 MUELLER' MDUSTRIES. PIC. Date 4-17-15 Product Certification Mueller Copper Tube products are all manufactured in the USA. All tubing produced in Fulton,MS,and Wynne,AR,is seamless and of UNS C 12200 grade of copper and is manufactured to meet the chemical and mechanical properties of the applicable ASTM specifications set forth below. When specified at order placement,Mueller Copper Tube can supply Certified Tube to meet all requirements of the current applicable ASTM specification,at an additional cost. 211 Streamline Cropper Water Tube (Types K,L,M) ASTM B88 and ANSUNSF 61 Streamline Copper Refrigeration Service Coils ASTM B280 Streamline Nitrogenized ACR Hard Drawn Copper Tube - ASTM B280 Streamline Copper Drainage Tube (DWV) ASTM B306 * Please contact Technical Services for certification in Oxygen and Medical service tube. (1.662.862.1700) NSF 61 Restriction Statement: "Copper Tube(Alloy C12200)is certified by NSF to ANSUNSF Standard 61 for public water supplies meeting or in the process of meeting the U.S.EPA Lead and Copper Rule (56FR 26460,June 7, 1991).Water supplies with pH less than 6.5 may require corrosion control to limit copper solubility in drinking water." P. O.BOX 849 ♦FULTON,MS 38843 ♦ (662)862-1700 ♦FAX(662)862-3002 P. O.BOX 309 ♦WYNNE,AR 72396 ♦(870)238-3201 ♦FAX(870)238-8724 BID ITEM A55 COPPER METER YOKES WITH HORIZONTAL Mueller Co. 8A.33 INLET AND OUTLET (FOR 1-1/2" & 2" FLANGED METERS) Shaded area indicates change Rev.4-14 t With lock wing With lock wing With lock wing r M LLER 300 MUELLER 300T" MEULLER 300'" if Ball le Meter Ball Angle Meter II Angle Meter • Valve wi meter Valve with meter Val with meter flange x 90° eter flange x angle dual check flange x ck wing flange elbo valve with meter flange MUELLE 00`" Ball Angle Me Valve with meter flan B-2422N B-2422-2N B-2422-OON 4 FIP end inlets FIP end inlets FIP end inlets and outlets and outlets and outlets 1-1/2" and 2" Copper meter setters 7 Catalog Number B-2422N B-2422-2N* B-2422-OON* With loc eller 300T"'Ball Angle With lock wing Mueller 300 Ball Angle �Vhh-le in Mueller 300 Ball Angle Meter Description Meter Valve x 90°Il et30OT elbow Meter Valve x angle dual check valve with Valve x lock wi r 300 Ball Angle meter flange Meter Valve *For ASSE Approved canister dual check-add 6A for regular or 6D for drain ° A � U E L L E R B-2422-2N Shown B 0 C D Dimensions Meter size 1-1/2" 2" Dimension A* 17.25" Dimension B-riser height 12", 15", 1 ",24",27" 12", 15", 18",21",24",27" DimensionC-nominalpipesize of inletandoutlet 1-1/2" 2" Dimension D* 21.50" 26.63" *Adjustable dimension.Copper tubing in the tie bar can be cut to accomodate shorter meters.Adjustment affects both A and D dimensions. See section 6 for end connections that can be used with these yokes. SPECIFY METER SIZE, RISER HEIGHT AND CATALOG NUMBER. MUELLER Copper Meter Yokes are manufactured`and tested in accordance with ANSI/AWWA C800.Components in contact with potable water will also comply with latest requirements of the Federal Safe Drinking Water Act. BID ITEM A55 11 CARBON Oldcastle Enclosure Solutions IL Heavywall 1730BCF > 12"BODY: Material: HDPE ago tier Model: 17"x 30" Weight: 25 lbs Wall Type: Straight Mouseholes: 0-4 Performance: ANSI/SCTE-77 Tier 8,WILIC 3.6, ASTM C857 A-8,Exceeds 20,000 lb minimum load failure 12" 18"BODY! Material: HDPE Model: 17"x 30" Weight: 33 lbs Wall Type: Straight Mouseholes: 0-4 W, Performance: ANSI/SCTE-77 Tier 8,WUC 3.6, ASTM C857 A-8,Exceeds 20,000 lb minimum load failure Medium Duty: 6 VO, Non-deliberate Traffic For use in non-vehicular traffic situations only. *Cover comes standard with permanent markings for manufacturer,load rating,model size and manufacturing location. Actual load rating is determined by the box and cover combination. Contact your Oldcastle Enclosure Solutions Distribution Center for specific information and additional options. Weights and dimensions may vary slightly oldcastleprecast.comlenclosuresolutions 800-735-5566 t« 4 CARSON ILOldcastle" Enclosure Solutions •- - - Plastic Heavywall 1730BCF Options: vailable Heavy Duty Plastic Covers: Flus lid Cover Flush Cover Plastic Reader Door Flush Cover with C on Reader Door Flush Cover with AMR Rece Flush Cover with AMR Bracket(un ount) Available Polymer Concrete Covers: Composite with AMR Recess HD HDPE Flush Solid S0lid Cover Flush Co ith Cast Iron Reader Door Available Composite Covers: Flush Cover Available Ductile Iron Covers: Flush Solid Cover Polymer Cover HD HDPE AMR Recess Flush Cover with Ductile Iron Max View Reader Door Add On Options for All Covers: AMR Opening Add On Options for Plastic and Polymer Covers: AMR Bracket 4 10 Ductile Iron Max View Cover Raw Material Material Property ASTM Test Method Typical Value' Specifications: Type,Class,Category D 1248 __ III,A,3 p Density,g/cm' D 1505 0.950 min.,not to exceed 0.965 Tensile Strength,at break,psi D 638 3,000 to 4,400 Elongation,at break,% D 638 400 Tensile Impact,ft-Ib/in' D 1822 27 Flexural Modulus,psi D 790 120,000 min.,not to exceed 240,000 Low Temperature Brittleness,F50,at oC D 746 <-76 Hardness,Shore D D 2240 66 Deflection Temperature,at 66 psi,of D 648 150,min.,not to exceed 2000 Electrical Dielectric Strength,Wmil D 149 400 min.,rat to exceed 600 Molded Product Chemical Resistance D 543 Very Resistant Water Absorption D 570 Less than 1%weight change 'The values listed for physical property measurements are nominal values only. Certain physical pmpeny measurements are subject to vanations consistent with the test methods and are within a generally accepted range for such values. Product Load Medium Duty: Non-deliberate Traffic Rating: �J For use in non-vehicular traffic situations only. { Note: Actual load rating is determined by the box and cover combination.Weights and dimensions may vary slightly All information contained on this sheet is current at the time of printing. Oldcastle Precast,Inc.reserves the right to discontinue or update product information without notice. Emil 4 CITY OF RENTON TRAFFIC CONTROL PLAN PROJECT NAME: Sunset Terrace Regional Stormwater Facility PERMIT# SWP-27-3658 CONSTRUCTION COMPANY: Olson Brothers Excavating, Inc. PHONEM 253-770-3844 CONTACT NAME: Jason Duke PHONE#: 425-283-6653 ADDRESS: 6622 112th Street East, Puyallup, WA CEUA: 425-283-6653 E-MAIL ADDRESS: jasonobe@comcast.net FAX#: 253-770-3845 PROJECT LOCATION: 2790 NE 10th ST N/E/S/W OF: WORK TIME: 7am-5pm APPROVED BY: �s WORK DATE: 5/4/15- 7/30/15 APPROVAL DATE: Permit Holder agrees to all the following: • Comply with all traffic regulations of the City of Renton and the State of Washington. • Prepare a traffic control plan and obtain City approval of that plan. That plan shall be implemented for all street and lane closures,and the plan shall be performed In compliance with the Manual on Uniform Traffic Control Devices. • Notify emergency services(253-852-2121)twenty-four(24)hours before any street or lane closures. • Any lane or street closures not in conformance with the approved traffic control plan and/or without notification of emergency services may result In receiving a citation for violation of R.C.W.47.36.200 through 47.36.220,9A.36.050 Reckless Endangerment,and other applicable State and City codes. • Indemnify and hold harmless the City of Renton from any and all claims,actions,and judgments, including all costs of defense and attorney's fees incurred in defending against same,arising from and related to implementation of the approved traffic control plans Including claims arising from towing of private vehicles and the acts of the Permit Holder's agents and employees. • The City of Renton shall be entitled, in its reasonable discretion,to settle claims prior to suit or judgment,and in such event shall indemnify and hold harmless the City for any such claims paid, Including the City's reasonable attorney's fees and litigation costs incurred resulting from such claim. • In the event any claim or suit is brought against City within the scope of this Agreement,Permit Holder will pay for legal counsel chosen by the City to defend against same. o Flagger and sign placement are subject to revision by the City Inspector on site, if needed to address traffic or pedestrian safety or travel. o By my signature herein, I acknowledge all the above requirements. Jason Duke [}ATE: 4/28/15 orr>crCOPY — r- �. PRIN r NAME: ....__ _...� . ._ CWRACIURLl.4` QEY.SEIMCC,I.YSPECIK)N P.NVUER SIGNATURE: OEV 9ERWC VtANRr1/1EW S IEE/I ILL!M- R,NAIR MICE _.. t;ARK WK X FIRf LIRE MA4SNAtl 5 Plz NOTES: • Work Zone Traffic Control shall be in accordance with the Manual on Uniform Traffic Control Devices(MUTCD) and shown by sketch or reference to WSDOT. • The plan must be submitted to the City's PW/Transportation Division for review and/or approval at least three working days prior to work. • Approved Temporary Traffic Control Plan must be at the work site during work hours. • Contractor or entity must call Renton School District(425-204-4455)or any public/private agency to be affected by a temporary lane or road closure. • Complete assistance and accommodation shall be provided to all kinds of pedestrian traffic when sidewalk or walkway is impeded. • Total road closure lasting more than 24 hours is subject to the approval by the City Council. • Any vehicle,equipment, barricade, or portable tow-away sign used within the work area must display a company logo or any legally acceptable sign showing the company name, address, and telephone number at a conspicuous place on the vehicle or equipment. In the case of Temporary No Parking Zones,all the following apply in addition to previous: • Contractor must complete form to show limits of Temporary No Parking Zone identifying barricade locations for vacate parking or curb lane usage. • Contractor must post notice of dates and time of Temporary No Parking Zone with at least two signs per block 72 hours in advance of effective date and time. • The cover sheet of this Traffic Control Plan form must be attached to each Temporary No Parking Sign on the project site. • Temporary traffic control devices must be removed immediately when work is done or no construction activities are going on. If deemed abandoned, City crews will remove and store them at the City's maintenance shop (3555 NE 2"d Street). SKETCH I -- NORTH-- I See Attached ,t Google 00 earth metersi NOTES LONGITUDINAL jF6R SPACE 8 SIGN SPACING . X 1. This plan Is intended for use on roadways when traffic vol create POSTED SPEED(MPH) 0 35 40 4e RURAL ROADS 45155 MPH 50u: sufficient gain for motor vehicles to yield. LENGTH 0(FEED 5 120 170 270 RURAL ROADS s URBAN ARTERIALS 35140 MPH 350 t ` RURAL ROADS,URBAN ARTERIALS, 25 130 MPH 200! 2. Steady Burning Warming Lights(type C per M shall be used to 3� RESIDENnAL a BUSINESS DISTRICTS mark CharNldlZklg Devices at right. W STREETS 25 MPH OR LESS 100r: ALL ARE BLACK ON ORANGE UNLESS DESKMATED OTHERVASE 3. Adequate sight distance be drivers 10 see opposing traffic,Otherwise use Ilaggene gen Temporary Signal. CHANNEL121NG DEVICE SPACING � ALL SIGN SPA G MAY BE ADJUSTED To ACCOMGODATE 4. Extarld Channalizing taper across shoulder—recommended. o POSTED SPEED IN TAPER N TANGENT AT-GRADE INT CTIONS AND DRIVEMYS. (MPM (FEET) (FEET) 5. Post mount an In piece for 3 days or longer. 35145 30 e0 25130 20 S. For Iknit 35 mph a higher replace W1 3R with W1 4R. 7 or signs size refer to Manual on UnNorm TrafSc Control Devices (MUTCD)and WSDOT Sign Fabriratlon Manual M55-05. RRI-2 VV20� S. Conskler using a PCMS for additional advance waming. vasz LANE TffHJI ROAD AHEAD mat ROAD --- WORK AHEAD R1- ROaO WOIYI G20-?A B/w TRAFM B MAIL �18� X X_ X q of CI p CI WORK AREA FOR LOCAL AGENCY USE ONLY NOT FOR USE ON STATE ROUTES ;[IS, r e ma, WI.3R ROAD ViIONC G2D-2A �'P�n ,:L S T S ROAD r r �� >l '�OA'AL vwxw AHEAD IONE LAHE EZPIREs AUlX1ST s,zoos �s>'�� Traffic Control for Construction NE I Oth St,+4@rfi mjMrr*vrf!& ROAD LANE CLOSURE M0 -ereeEiapo NE 7AM-5PM WITHOUT FLAGGERS —LOW VOLUME ROAD LEGEND S DARD PLAN K-20.20-01 CI SIGN LOCATION SHEET 1 OF 1 SHEET 0 FOR PUBLICATION ° ° 0 CHANNELIZING DEVICES rTlfi BARRICADE-TYPE 3 L � � �i I/ CJ� +„ Pasco BakptYeh lif 10-12-07 8 FLASHING VWWIING LIGHTw MMYiebn 3 w r /IR OT � re 0R I Of 15bo I NC)nti 4. _ COAL are cb�st d.�'c.a� i�w Vol WY\j_ NOTES z LONGITUDINAL BUFFER SPACE e B 1 A Protective Vehicle is recommended regardless if a Truk Mounted Attenuator = POSTED SPEED(MPH) 20 1301 35 40 45 150 1 SM eo B6 (TMA)is available;a work vehide may be used. When no TMA is used,the LENGTH 9(FEET) 1155 12M 12M 1 305 13M 1425 14951570 1 US Proteebve Vehicle shall be strategically located to shield workers,with no speak Roll-Ahead distance 2. Night work requires additional roadway lighting at flagging stations. See BUFFER DATA WSDOT Standard Specifications for additional detalfs END G20.2A TYPICAL PROTECTIVE VEHICLE WITH TNIA(SEE NOTE I) 3, Extend Channelizing Device taper across shoulder-recommended. RDAO 1L1011K OR ODOVMSTREAM TAPER VEHICLE TYPE LOAD®YVBOHT 4. Sign sequence is the same for both directions of travel on the roadway. TO SHOW END OF WORK .1 YARD DUMP TRUCK tANWN WEIGHT 15,01K)LS& AREA-SEE NOTE 5 (MAXIMUM WEIGHT SHALL BE 5. Channelizi Device 9 ap for the downstream r shall be 20'O.C. q SERVICE TRUCK n9 P n9 tape option WITH BED,ETC. IN ACCORDANCE WH MANU- FACTURER RECGMMENOATION) 6. For signs size refer to Manual On Uniform Traffic Control Devices(MUTCD) O ROLL AHEAD STOPPING DISTANCE-30 FEET MIN. and WSDOT Sign Fabrication Manual M55-05. p Q,, (DRY PAVEMENT ASSUMED) O \ 0 SIGN SPACING n X (1) 0 RURAL iIIGFMIAYS BO!B5 MPH SW x RURAL ROADS A5/55 MPH SW* O RURAL ROADS 6 URBAN ARTERIALS 35140 MPH 350'x 020-2A ♦ p. RURAL ROADS,URBAN ARTERIALS, D o B RESIDENTIAL A BUSINESS DISTRICTS 26130 MPH 20D'x(2) EN IIOAD WORK O URBAN STREETS a MPH OR LEN iar t(2/ a�00,�� ALL SKM ARE SLACK ON ORANGE UNLESS DESIGNATED OTHERWISE e O �r•FS,� 11)ALL SIGN SPACING MAY BE ADJUSTED TO ACCOMMODATE INTERCHANGE O p q, RAMPS,.-GRADE INTERSECTIONS,AND DRIVEWAYS. OOO.p + W20.70-OPTIONAL OF POSTED f21 THIS SIGN SPACING MAY BE REDUCEDIN URBANAREAS TO FIT RE SPEED 40 MPH OR LESS ROADWAY CONDITIONS. + `q PREPARED P + TO STOP j FOR LOCAL AGENCY USE ONLY / ,A wew NOT FOR USE ON STATE ROUTES W20- \ ONEUWE + q ROAD AHEAD w20-11 �OOO�elf s4302k+ BE 4 + WORK p PREPARED AHEM d g 1 e 5 eY + / UItE TO STOP SPEW20ED MPH Oft LESPosTED q♦ 9�"� p s P ROAD s,e�D`,AL Alm y WIAES AUCUST 2007 psi 9. iI= ROAD Traffic Control for Construction NE 1 Oth ST. E AHEAD W20-1 LEGEND 5WORK P "9ton Ave NE and Sunset Lane NE 7AM WITH FLAGGERNE SURE CONTROL STANDARD PLAN K-20.40-00 FLAGGING STATION SHEET 1 OF 1 SHEET CA SIGN LOCATION APPROVED FOR PUBLICATION 0 0 . CHANNEUZJN0 DEVICES Ken L SmM 02-1&07 PROTECTIVE VEHICLE-RECOMMENDED AM —orww— nzc �wMl�r.�Srm BM�vd1r�YWn LONGITUDINAL BUFFER SPACE ■ B CHANNELIZING DEVICE SPACING NOTES POSTED SPEED MM 34 30 76 40 45 SO 55 EO 65 POSTEO SPEED IN TAPER IN TANGENT 1� AP rotective Vehicle is recornmanded regardless if a Truk Mounted Attenuator(TMA) IENCGTH a 1 tm 2Ip �0 3m 3801425149515701e45 (MP (�� (F Is available,a work vehicle may be used. When no TMA is used,the Protective Vehicle Z.MW20•1 _ ___ shall be strategically located to shield workers,with n0 specific Roll-Ahead durance. m 50170 40 BD SOAo s5(+5 30 Sp 2. If an existing signal is present,the signal shall be set to"red flash mode"or fumed off w BUFFER DATA wapx I II 25130 20 during flagging operations. m TYPICAL PROTECTIVE VEHICLE WITH TUA(SEE NOTE 1) > 3 Extend device taper(W)across shoulder-recommended. VEHICLE TYPE LOAD WEIGHT SEE NO 19 x 4. law enforcement officer may be used in lieu of flaggers to control Intersection traffic c 4 YARD DUMP TRUCK MINIMUM WEIGHT 15,000 LBS in SERVICE TRUCK (MAXIMUM WEIGHT SWILL BE aIBSK�B II 1 p 5. Closing lane in advance of}lagging location when multiple lanes are on approach leg FLAT BED,ETC. IN ACCORDANCE WITH MANU- -recommended. FACTURER RECOMMENDATION) LU W20-78 x Z 8. Maintain a minimum of one access point for each business within the Work Area limits SE O ROLL AHEAD aTOPPPW DISTANCE�30 FEET MIN.(DRY PAVEMENT ASSUMED) lifta-AREO L -II 7. Consider using a PCMS,field located in advance of signing,on 111e five lane roadway. To FM .�......__.._......_._.__ -" ' 8. For signs size refer to Manual on Uniform Traffic Control Devices(MUTCO)and MINIMUM TAPER LENGTH - L (FEET) " WSDOT Sign Fabrication Manual M55-05. LANE WIDTH POSTED SPEED(MPM '. a , W2D.7A W20.7 O 9. A four sign sequence Is required with (FEET) 25 30 35 40 45 50 55 00 65 c w20-5R posted speed 45 P°s p mph or higher to 105 150 205 270 450 500 550 o W42L O2 Wp,1 An appropnale standard warning sign i-- x 41 ► reflecting the road condition or work 11 its 1B5 225 294 495 550 WS 6e0 j - V&D-7A 00 o TD FIOP IBWT LAZE operation may be used In place of the 12 125 100 245 320 540 500 Wo 720 Teo ' ° o o ° � WORKERS*sign. An acceptable ❑ ❑ ° altemobw would be to repeat any $ o ❑°�° X _ x sEE NOTE3 � of the signs from the sequence. 50 MIN. ' n o° ° +O. B L (TY _I x x x 300'MAX. ° ❑ - - i o CI N p DI d ' _ __�- � - ° �o ,a n a ❑ °❑ � n=n.:.a_ova-=d-a�.n o ° o ° ° ❑ o o ° n FOR LOCAL AGENCY USE ONLY ❑q° ° w NOT FOR USE ON STATE ROUTES va_a -- Sunset BLVD NE M x x X ! L x x c I IKIIID p �O pe WAS//,�ly�I. 1 ? W�><*><i BE X O COMPLIANCE DATE 1221134' �t ►SEPARm CLOM YIQ0.TA OPTIONAL WHEN THE POSTED TD}TOP0O SPEED IS 40 MPH OR LOWER AWEAD W20.1 -2L W10.TA aF 25335 COL vnaSR W20.7e U3 Traffic Control Plan for Storm Tie-in 1 day F J sTT.a 9 e x operation 7AM-5PM f7o�AI. SIGN SPACING = X (1) LN1a7e F RURAL HIGHWAYS 601 as MPH aw t S2 ' PRUARIS EXPIRES AUQJST 9.2009 RURAL ROADS 45155 MPH 5071 TO�� LEGEND INTERSECTION—LANE RURAL ROADS 6 URBAN ARTERIALS 351+0 MPH 35P: x W21_ SHIFT ON FIVE LANE ULL RURAL ROADS,URBAN ARTERIALS 25130 MPH 200'S(2) SEE NOTES TWO-WAY LEFT TURN LANE RESIDENTIAL A BUSINESS DISTRICTS 32 FLAGGING STATION URBAN STREETS 25 MPH OR LESS t STANDARD PLAN K-3U.4U-01 ar t(2) d SION LOCATION SHEET 1 OF 1 SHEET ALL SIGNS ARE BLACK ON ORANGE UNLESS DESIGNATED OTMF_RLMSE K� ❑ v v CHANNELIZING DEVICES APPROVED FOR PUBLICATION �v (1)ALL SIGN SPACING MAY BE ADJUSTED TO ACCOMMODATE AT-GRADE i RBILD W 1 a® PROTECTIVE VEHICLE-RECOMMENDED Pgsco BakotICII III 10-12-07 INTERSECTIONS AND DRIVEWAYS. I II._i WORK ARM (2)THIS SIGN SPACING MAY BE REDUCED IN URBAN AREAS TO FIT }t I ARROW PANEL � RO IYIYCONDITIONS. IT "'_w�linalwl 7�bD�MwM�It�Mb� Certified Erosion & Sediment Control Lead Jared Rinehart Has completed the necessary course training in Erosion& Sediment Control in accordance with WSDOE SMMWW 8/12 Instructor 4�� ID#ECO-3-4101510 Expires 4/10/2018 f Eco www.eco-3.com Certification Card Erosion & Sediment Control Lead Phil Fortunato, instructor phil@eco-3.com ECO 3 Kent, WA. 253 931-8100 Page 1 of 6 Preconstruction Meeting Agenda Sunset Terrace Regional Stormwater facility Project, CAG-15-032 May 4, 2015 — Renton City Hall, Room 511 Company Phone Cell Fax City Storm Project Manager—Allen Quynn 425-430-7247 425-430-7241 Email: a u nn rentonwa. ov City Storm Project Manager (alternate) — 425-430-7264 425-430-7241 Hebe Bernardo Email: hbernardo rentonwa. ov City Inspector— Mark Wetherbee 425-430-7435 206-999-1829 Email: Mwetherbee(a�-Rentonwa.gov 206-999-1833 City Maintenance Manager— Rich Marshall 425-766-6974 Olson Brothers Excavating, Inc. Office Contact/ Project Manager: Jason 253-848-2379' Duke z - Zgj-G 6 5-03 Jared Reinhart 253-306-0789 Foreman: Jera 253-405-8241 Private Utilities / Others Phone Cell Fax Renton School District Steward Shusterman 425-204-4479 206-755-1743 Email: stewart.shusterman rentonschools.us L�� ,l�sd�5 � � c�2'S?4"i�(p `�. �Centuryl-ink om 2685976194 - Puget Sound Energy—Kathy Johnson 425-462-3381 METRO-Bus Routes- Richard Garcia 206-684-2732 Renton School District—Transportation 425-204-4455 Hellen Shindell —Butler- doreen.stewart(a:rentonschools.us INTRODUCTIONS: EMERGENCY NUMBERS: For Accident/ Injury/ Fire Call 911 Call the Valley 911 Dispatcher at 253-852-2121 to notify them about work occurring in the City ROW so emergency services are aware of construction on a street. Call City of Renton Police Dept. Dispatcher 425-430-7500 to notify them about emergencies ( so they can route traffic, emergency vehicles around an area) Puget Sound Energy - Emergency# 1 888 Call PSE (1-888 225-5773) ➢ Emergency Water Shut Off call 425-430-7400 during business hours (7:00 to 3:30 pm). Call 911 after business hours. H1File Sys\SWP - Surface Water Projects\SWP-27 - Surface Water Projects (CIP)\27-3658 Sunset Regional SW Facility\1600 Construction\Precon\2015-05-4 Precon Notes-agenda.doc Page 2 of 6 • Comcast— call 1-800 Comcast, if a line is broken GENERAL: 1. Call for city inspection at least 24 hours before you start work. 2. Call for locates at least 3 working days before you dig one call 811 (new number) 3. Notify fire and police prior to lane closure in streets. Fire dispatch from cell phone: 253-852-2121. Call 911 in the event of an emergency. 4. Access for emergency vehicles, mail delivery, metro routes, residents and waste collection must be maintained at all times. 5. Keep the streets clean for the duration of the project. Provide whatever city approved measures necessary for cleanup and dust control during the job. All truck maneuvering and materials storage to be within the project area only. Right of way to remain unobstructed when possible. 6. Haul legal loads. 7. Keep a set of approved city construction drawings and construction documents on-site at all times. Contractors are advised to only use sets of drawings stamped and signed by the city of Renton for constructing utility improvements. The approved plans do not constitute a fill and grade permit or grant any rights to fill and/or grade outside of the right-of-way. - 3 Sr-h 8. All utilities must be inspected prior to backfill. I 9. For any field changes: if minor, submit a shop drawing or schematic through the inspector or by fax- 425-430-7241. If major, the contractor's project engineer should submit drawings and complete justification, information, and calculations as applicable to the city's project manager. The city will answer by memo or schedule a meeting within two days. 10. All change orders will need to be approved by the City through the use of an approved Field Work Directive. 11. Erosion control: best management practices. Maintenance of erosion control systems will be monitored. as. 04" 12. The City has applied and Cbtained a Construction Stormwater General NPDES Permit. The City will transfer coverage to wes as Prior to obtaining NTP, a SWPPP shall be developed, and submitted to the City for review and approval. Contractor shall comply with all inspection and monitoring requirements listed in the Permit. Inspections shall include all areas disturbed by construction activities, BMPs (installation and performance, are those working correctly?), and stormwater discharge points within the project limits. In all these areas the inspector will look for signs of soil erosion. Inspections shall occur once a week Once soil disturbance activities begin, contractor shall sample discharges from the site (before it enters the storm drain). Mark all discharges points, show them on SWPPP. Sample once a week for turbidity and PH. H:\File Sys\SWP - Surface Water Projects\SWP-27 - Surface Water Projects (CIP)\27-3658 Sunset Regional SW Facility\1600 Construction\Precon\2015-05-4 Precon Notes-agenda.doc Page 3 of 6 1 13. Overtime for city inspectors takes special authorization. Pay schedule is appx. $75 per hour for overtime (may be more at current rates). 14. Plan and procedures for the unanticipated discovery of cultural resources and human skeletal remains. SCHEDULE: • Estimated start date: May 5, 2015 • Working days-90 Construction can not start until the contractor makes majority of the material and construction submittals, receives city approvals, and the city issues the notice to proceed. Working days start on the date in the notice to proceed, unless determined otherwise by city WORK HOURS: 3',)o 1. Work hours for this project are 7 am to 5 pm Monday thru Friday. 2. Machinery shall not be started before 7 a.m. - 3. Truck hauling is limited to 8:30 a.m. to 3:30 p.m. on principle arterial streets, unless approved otherwise. Sunset Blvd NE is a principle arterial street. 4. No work on Sundays or holidays. FIRE PREVENTION: 1. Call Valley Dispatcher (253) 852-2121 at least 24 hours in advance to notify Fire Dept. of any work in the right-of-way. 2. Maintain access at all times for emergency equipment. Fire vehicles must be able to reach any home or business in the project area. 3. Have steel plates on site, ready to use to span the excavation if emergency access is needed. Shoring and temporary steel plating must be able to support weight of emergency equipment (Fire Trucks) in all types of weather. 4. Be sure steel plates are supported on a sufficient area of good soil outside the excavation (over 1 112 feet of good supporting soil). 5. Do not block access to fire hydrants. 6. When a fire hydrant is taken out of service the contractor must wrap it in burlap or black plastic. 7. Any temporary on-site fuel supplies must be permitted through Fire Prevention. (Does not apply to refueling from fuel tanks on trucks). TRANSPORTATION: 1. Traffic Control Plan needs to be approved by the City Transportation Dept. Has been approved 2. State law requires caution signs "Warning Steel Plates Ahead", "Caution Motorcycles" where steel plates are placed in street. H:\File Sys\SWP - Surface Water Projects\SWP-27 - Surface Water Projects (CIP)\27-3658 Sunset Regional SW Facility\1600 Construction\Precon\2015-05-4 Precon Notes-agenda.doc Page 4 of 6 3. After hours fill or plate over any open excavations. Traffic Control - No parking in construction area, 24-hours / 7-days a week? Streets must be completely open to traffic at the end of the work day. rfington-Ave NE SCHOOL BUS ROUTES: NA METRO BUS ROUTES: Metro route 105 drives south on Harrington Ave NE from NE 16th St to NE 12th St where is turns left along NE 12th St. WATER: 1. RENTON WATER: For Emergency Shut Off call 425-430-7400 during business hours (7:00 to 3:30 pm), the City Maintenance Department. Inform the City Inspector after calling Maintenance. 2. After Hours Emergency Shut Off, call 911 (if using cell phone call 253-852-2121) 3. Any water shut offs that are part of the project construction must be coordinated ahead of time with Water Maintenance. Residents and businesses need to be notified ahead of time. Discuss and coordinate any proposed shutoff with City Inspector before calling Maint. Dept. 4. If you want to use City water for construction work you need to get a Hydrant Meter. Fill out an application at the 6th Floor, City Hall, pay a deposit, and get the meter from the City Shops. Call the 6th floor Service Counter (425-430-7200) for details. 5. Caution - Water services may be old galvanized pipes, not flexible. If there is a problem with a water service leaking let City Inspector know. SURVEYING: 1. Provide City Inspector and Project Manager with copies of the survey and staking info. PRIVATE UTILITES: PSE (gas, electric), CenturyLink Gas Mains: Have sand onsite to use for backfill around Gas Mains TRENCH EXCAVATION SAFETY SYSTEMS: 1. The Contractor is solely responsible for using appropriate trench safety systems at all times. 2. If the City may issue a Stop Work Order if the Contractor is not following the Trench Excavation Safety plan, or if unsafe conditions appear to be present. HAFile Sys\SWP - Surface Water Projects\SWP-27 - Surface Water Projects (CIP)\27-3658 Sunset Regional SW Facility\1600 Construction\Precon\2015-05-4 Precon Notes-agenda.doc Page 5 of 6 The Contractor shall immediately correct any unsafe conditions. If corrections are not made the City may deny payment for the work performed on that section of the project. d WA STATE INTENTS, CERT. PAYROLLS, PAY ESTIMATES, MATERIAL TICKETS 1. The Contractor and subs must have State approved Statement of Intent to Pay Prevailing Wages before the City can make any payments. 2. The contractor must submit weekly certified payrolls for the contractor, and all subcontractors and lower tier contractors. If certified payrolls are not submitted payments may be withheld until the certified payrolls are submitted to the City. 3. The Contractor shall give the City Inspector material tickets for bid items that use tickets within 1 day of material delivery. 4. The City will prepare Pay Estimates once a month if there is sufficient work performed. Pay estimates are based on City's observation of work progress (CB's installed, LF of pipe installed, etc.), and material tickets received for bid items (gravel, backfill, asphalt, etc.). The Contractor does not need to submit a formal pay request. It usually takes about three weeks after a pay estimate due date for the Contractor to receive a check. SANITARY SEWER: 1. Avoid damaging sewer mains and side sewers. Contact City Inspector if damage occurs. 2. Contact City Inspector when a side sewer needs to be relocated to clear the new storm system per bid item A-31. 3. Contractor shall take photos and measurements of side sewer relocations and submit the documentation to the City Inspector for review and approval per A-31. NO Payment for any side sewers that are not documented and approved. CONSTRUCTION — Schedule, Various Items, Discussion 1. Where will construction start? 2. Resident complaints? Noise is a concern for residence. Honey Bucket relocation. 3. Erosion Control Measures? 4. CPEP storm line needs to be constructed and bedded properly. Work bedding material under haunches. Do not just pour in bedding and vibrate from top. 5. Weekly report. 6. Will the contractor require a retainage bond? 7. Project sign. - ' HAFile Sys\SWP - Surface Water Projects\SWP-27 - Surface Water Projects (CIP)\27-3658 Sunset Regional SW Facility\1600 Construction\Precon\2015-05-4 Precon Notes-agenda.doc Page 6 of 6 , • ATTENDANCE LIST - PRECONSTRUCTION MEETING Sunset Community Low Impact Development Retrofit Stormwater Green Connection: Harrington Ave NE and Harrington Ave NE Water Main Replacement Project, CAG-14-079 May 4, 2015 Name Company Phone #, Email Allen Quynn Renton Surface Water Utility 425-430-7297 aguynn(a�rentonwa.gov H:\File Sys\SWP - Surface Water Projects\SWP-27 - Surface Water Projects (CIP)\27-3658 Sunset Regional SW Facility\1600 Construction\Precon\2015-05-4 Precon Notes-agenda.doc \I�Jlllllii -- Transmittal Letter �1M.ZXCAVATIXG UM 6622-112th St.E.•PUYALLUP.WA 98373•(253)770-3844 FAX(253)770-3845 Date Job Number 4/27/15 SWP-27-3658 Attention To: City of Renton Allen Quynn RE: Sunset Terrace Regional Stormwater Facility Project Submittal#006 Phone: Fax: We Transmit: Attached ❑Under Separate Cover Via the following items: Copies Dated Description 1 4/27/15 Storm Structures These are Transmitted as Checked Below: For Approval ❑Approved as Submitted ❑ Resubmit copies for approval ❑ For Your Action ❑Approved as Noted ❑Submit copies for distribution ❑As Requested ❑Returned for Corrections ❑ Return corrected prints ❑ For Review and Comment ❑For Your Information ❑ ❑ Return Comments By Remarks: Copy To: From: Jason Duke Phone: 425-283-6653 ApoV'L0 shf, e concrete products 4/20/2015 Olson Brothers Excavating 6622 112th St. East Puyallup, Wa. 98373 Re: Sunset Terrace regional, Renton, Wa. To whom it may concern: The items listed below for the above mentioned project will meet the specifications as listed in the Standard Plans for the "Washington State Department of Transportation", the "Annual Book of ASTM Standards", and the "Annual Book of AASHTO Structures Standards". Specifications of Materials and Compliance Type 1 Catch Basin -- WSDOT B-5.20-00 /ASTM C913 48" Type II Catch Basin -- WSDOT B-10.20-00 /ASTM C478 (AASHTO M199) 60" Type II Catch Basin -- WSDOT B-10.20-00 /ASTM C478 (AASHTO M199) 72" Type II Catch Basin -- WSDOT B-10.20-00 /ASTM C478 (AASHTO M199) Grade Adjusting Ring -- WSDOT B-30.90-00 /ASTM C478 Riser Lane Polypropylene Ladder-- WSDOT B-30.90-00 / Ladder ASTM C497 Lane Polypropylene Ladder C -- per Lane International Corporation Lane Polypropylene Step/HH -- WSDOT B-30.90-00 / Steps ASTM C478 Lane Polypropylene Step/HH Cert-- per Lane International Corporation Sincerely, /Aa Gary Pattee CEO I Job Coordinator Submittal by: (Please select) 1618 East Main 0 Puyallup,Washington 98372 • Phone: 253.848.1551 • Fax: 253.845.0292 www.shopeconcrete.com • Call Toll Free 1.800.422.7560 0 Email:sSipp�ortLPshopeconcrete.com Specifications of Materials and Compliance sh concrete products Customer Name: Olson Brothers Excavating Job Name: Sunset Terrace regional, Renton, Wa. Date: 4/20/2015 This document specifies a list of materials and compliance requirements for all products manufactured by Shope Concrete. Items: Conforming ASTM Std: Supplier: Cements Portland Cement—Type I, Il, C150-07,AASHTO M-85 Cal Portland Ash Grove Cement LaFarge Aggregates Building Sand#8725[dry cast&wet cast] C33 Cal Portland 3/8" crushed#8840[dry cast] C33 Cal Portland 3/8" round#8490[wet cast] C33 Cal Portland Building Sand [dry cast&wet cast] C33 Washington Rock 3/8" round pea gravel [wet cast] C33 Washington Rock 3/8"crushed [dry cast] C33 Washington Rock 3/8" round pea gravel [wet cast] C33 Miles Sand &Gravel Reinforcement& Steps Reinforcing Rebar A615, GR60 Cascade Steel & Nucor Reinforcing Mesh A-185,A1064 Davis Wire Corp. Tree Island Wire USA, Inc. Polypropylene Ladders/Steps D-4101 Lane International Admixtures Sikaplast 500[dry cast] ASTM C-494,Types A, F Sika Corp. SikaSet NC [dry cast&wet cast] ASTM C-494, Types A, F Sika Corp. ViscoCrete 2100[wet cast] ASTM C-494,Types A, F Sika Corp. Rapid 1 [wet cast] ASTM C-494;Types A,F Sika Corp. Sika PL-100 [dry cast] ASTM C-494; Types A,F Sika Corp. Additional information • All manufactured products listed in our catalog constructed in accordance to ASTM and AASHTO Standards • Product will not be shipped until 2500 psi is met or exceeded, and 4000 psi for all WSDOT Projects Concrete pipe will not ship until 5000 psi is met or exceeded. • Shope Concrete is an approved listed supplier[QPL LIST]for WS-DOT and meets or exceeds all WS-DOT Standards • All products meet or exceed Seattle&Tacoma Standard Plans Travis Johnson Erik Hall Quality Control Vice-President, QC/IT 1618 East Main . Puyallup, Washington 98372 • Phone: 253-848-1551 . Fax: 253-845-0292 Bid Item A-26, A-30 ■�® catch basin products Catch Basin Type 1 Reinforcing oa�� ■ ASTM/WSDOT requirements o �� a � Bo All B components ■ #3 grade 60 reinforcing Riser Weights ■ 1-inch/50 Ibs ■ 2-inch/100 Ibs ■ 4-inch/200 Ibs 34" \30" 24" 20" ■ 6-inch/300 Ibs ■ 12-inch/600 Ibs 1",2",4",6" ■ 24-inch/1200 Ibs Precast Base ■ Base unit has four-way knock outs provided for pipe entry ■ 2150 Ibs 34" 30" Conformity Standards 24" 20" ■ Washington State APWA/WSDOT Standard Specifications 0 ■ WSDOT B-5.20.-01 12"or 24" 0 Type I Profile " ,:,, 2" 3" 34" 30" O O 26"' 22" 3„ 20" 0 20" Y" 44" i 21 21" \ / 4" 4" _ 4 y " Note:drawings not to scale Sf?^ Shope Enterprises,Inc. (253)848-1551 1-800-422-7560[Toll Free] )e 1618 East Main Avenue Fax Line 1(253)845-0292 www.shopeconcrete.com concrete i products Puyallup,WA 98372-3142 Fax Line 2(253)864-6172 Bid Item A27, A30 manhole products 48" Type 2 Precast Catch Basin WSDOT B-10.20-01 Flat-top Slab Reinforcing 4"min. ■ #4 deformed rebar — ■ Round or rectangular opening - 16"max Manhole Wall Reinforcing - ■ Minimum 0.120 square inches/linear foot 10 Y2" 24" 8' Base Reinforcing ■ 0.15 square inches/linear foot in both directions ■ 8 Separated base slab 0.23 square inches/linear foot in 48" ' both directions 1'to 5' Hole or Knock Out Dimensions 12" ■ Maximum hole size is 36 inches ■ 8 inches of minimum distance between holes ■ 2 inch diameter lifting holes provide j ■ Cored holes available t Conformity Standards 1 ■ ASTM C478-97 Manhole ■ ASTM C443 rubber gasket joint 2'to 5' ■ ASTM D-4101 polypropylene steps and ladders ■ Washington State APWA/WSDOT Standard 2 Options Available 6" 0 2 foot minimum sump 0 Specialized coatings ---- 48" ■ Custom hatches ■ Kor-N-Seal boots Top Slab Plan View 20" • It , 2a" 1 E ;.�. 24„ ................... Note:drawings not to scale Shope Enterprises,Inc. (253)848-1551 1-800-422-7560[Toll Free] 1618 East Main Avenue Fax Line 1(253)845-0292 www.shopeconcrete.com concrete r/OCluCts Puyallup,WA 98372-3142 Fax Line 2(253)864-6172 Bid Item A28 manhole products 60" Type 2 Precast Catch Basin WSDOT B-10.20-01 Flat-top Slab Reinforcing ---- 4"min ■ #4 deformed rebar — --� ■ Round or rectangular opening j 16"max Manhole Wall Reinforcing _ ■ Minimum 0.15 square inches/linear foot s 24" Base Reinforcing ■ 0.25 square inches/linear foot in both directions ■ 8 Separated base slab 0.25 square inches/linear foot in . 60" both directions r I'to 6' Hole or Knock Out Dimensions 12" ■ Maximum hole size is 48 inches ■ 8 inches of minimum distance between holes ■ 2 inch diameter lifting holes provided ■ Cored holes available Conformity Standards ■ ASTM C478-97 manhole ■ ASTM C443 rubber gasket joint 2'to 6' ■ ASTM D-4101 polypropylene steps and ladders • Washington State APWA/WSDOT Standard 2' Q 1 - t_ — — — — — — — —Options Available $" ■ 2 foot sump ■ Specialized coatings ■ Custom hatches ■ Kor-N-Seal boots Top Slab Plan View 20" 24" l; ................... 24" .[ ................... ti :l li :I Note:drawings not to scale Shr, Shope Enterprises,Inc. (253)848-1551 1-800-422-7560[Toll Free] 1618 East Main Avenue Fax Line 1(253)845-0292 www.shopeconcrete.com concrete products Puyallup,WA 98372-3142 Fax Line 2(253)864-6172 Bid Item A-31 manhole productsi 72" Type 2 Precast Catch Basin WSDOT B-10.20-01 Flat-top Slab Reinforcing 4"min ■ #5 deformed rebar t ■ Round or rectangular opening 16"max T Manhole Wall Reinforcing 11" 24" 8 ■ Minimum 0.18 square inches/linear foot Base Reinforcing ■ 0.24 square inches/linear foot in both directions 12 ■ Separated base slab 0.35 square inches/linear foot 1'to 6' both directions Hole or Knock Out Dimensions _ ■ Maximum hole size is 60 inches - II ■ 12 inches of minimum distance between holes 41 ■ 2 inch diameter lifting holes provided ■ Cored holes available c 2'to 6' Conformity Standards 2' ■ ASTM C478-97 manhole ■ ASTM C443 rubber gasket joint ASTM D-4101 polypropylene steps and ladders t 8 ■ Washington State APWA/WSDOT Standard 7" 72' 7 Options Available • Specialized coatings • Custom hatches Top Slab Plan View • Kor-N-Seal boots 20" h ------------ 24' 0 ................ 24 Note: drawings not to scale^ Shope Enterprises,Inc. (253)848-1551 1-800-422-7560[Toll Free-WA only] 1618 East Main Avenue Fax Line 1(253)845-0292 www.shopeconcrete.com concrete I prOdUCtS Puyallup,WA 98372-3142 Fax Line 2(253)864-6172 additional manhole items Grade Rings WSDOT B-30.91-01 Ring Reinforcing =- _-- • Meets ASTM/WSDOT specifications ■ #3 Rebar hoop Step Cut Outs ■ 4 inch and 6 inch have step cut outs for easy installation 24 of steps 5" 24" �24 �24" �\ 5„ Note:drawings not to scale /"'� --�+, Shope Enterprises,Inc. (253)848-1551 1-800-422-7560[Toll Free-WA only] S �r V 1618 East Main Avenue Fax Line 1(253)845-0292 www.shopeconcrete.com Concrete I prodUCtS Puyallup,WA 98372-3142 Fax Line 2(253)864-6172 catch basin products { M WSDOT Catch Basin Risers Type 1 34„ 30" 24" 20" 1„ 1 34" 30" 24 20" 6" 34". 30" l �I 24 20 \ 2 \\ i 34" �30" 24" 20' �Y, 12" l 34"� 30" 24" 20" 0 4" \Y/ Y 34" 30" 24"� 20" 34" 30" 24" 20" I � I 0 24" 0 0 24" Y �Y I I I \ 17"KNOCKOUT ALL FOUR SIDES � I � Note:drawings not to scale Sh^ Shope Enterprises,Inc. (253)848-1551 1-800-422-7560[FREE CALL—North America] �' 1618 East Main Avenue Fax Line 1(253)845-0292 www.shopeconcrete.com COl1Cf9tB products Puyallup,WA 98372-3142 Fax Line 2(253)864-6172 B��tFitt GASKET CO. INC. January 1,2014 Shope Concrete 1618 East Main Puyallup WA 98372 M P L I A This letter is to certify that the Isoprene used to manufacture gaskets by oar firm meets and exceeds the physical property requirements for Standard Gaskets as stated in ASTM C-443, C-361,AASHTO M-198. Gasket sizes:12; 15"f 18"1 24"and 96"MH with 1 PC Profile and 48"MH,54"MH,60"MH, 72"MH with HCC Profile. 84" Pipe gasket 1-1116"O-ring. Rubber compound meets or exceeds these following ASTM specifications: ASTM D412-98 Tensile, Elongation, Tension% ASTM D2240—Durometer ASTM D395B—Compression Set% ASTM D573 - Rubber detention ASTM D471 - Water Absorp, oil resistance ASTM D-1171 Ozone Resist Rating ASTMD624- Tear PPI ASTM D297- Specific Gravity All raw rubber compound and gaskets are manufactured in the U.S.A. Lab material sheets are available upon request. This certification does not guarantee any field or testing performance criteria. These criteria are controlled by the pipe dimensions and tolerances, as well as field installation techniques, and are therefore outside the control of the gasket manufacturer. Tari Davis—Vice President, CEO BestFitt Gasket Co., Inc. 3107142nd Ave East Ste 101 Sumner, WA 98390 (253)863-9521 AND HOLD -13" 3w mm 0 -- Bright Red Reflectors 31/2' 8H9mmil 0 00 0 0 0 0 0 0 0 0 0 0 °0000000000000000000000 C 0° 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 15'/4" 387 4 mm- 14' 355.6mm Hand Hold Step SPECIFICATIONS All Lane Poly Steps meet the requirements of ASTM C-478 and AASHTO M-199. The polypropylene conforms to ASTM D-4101. The 1/z"Gracie 60 reinforcing bar meets ASTM A-61_` RUNG 1/2" Grade 60 Rebar Af &,ff/NTERNAT/ON.4L C0RPOi9AT/ON P.O. Box 925 • 10758 S.W.Manhasset Dr. •Tualatin, OR 97062 •503-692-9860• 800-666-0076 Fax 503-692-9863 • www.laneintemational.com LiINMRNAMONAL CORPORAMON PV=4WF CERTIFICATE OF COMPLIANCE All of the LANE POLYPROPYLENE LADDERS are made of polypropylene that conforms to ASTM D4101-82. (The previous standard of ASTM 2146-82 was replaced by 134101-82.) The 1/2"reinforcing rod conforms to ASTM A-615 requirements. The 9/16" smooth round bar conforms to ASTM-36 requirements. The ladder meets all ASTM C-497, C-478 & WISHA requirements. All of the components are of domestic origin and all manufacturing is done in our plant in Tualatin. Oregon. These ladders are of U.S. origin and comply with the AARA Act of 2009. Lane International Corp. � - i Id fvz� Kel obertson, Vice-President January 10, 2014 State of Oregon I SS. County of Washington i ubscribed and swom before me this lay of ru, Lf L,,,,, OFFICM SEAL ' SHERI 1.DUYAO \:a:tary Public l.k NOTARYPUE3LIC-0REGON COMMISSION NO.471528 Curnmission Expires YOOMMISSIONEXPIRES SEPTEMBER 09,2016 P.O. Box 925 • 10758 S.W. Manhasset Dr.. Tualatin. Oregon 97062 Phone. 503-692-9860.800-666-0076 Fax: 503-692-9863 www.laneinternational.com P additional manhole items Polypropylene Hanging Ladder �ECO POFAT/ONAL Item Details ■ Rail- 9/16 inch round bar,grade 60 ■ Rung- #4,grade 60 rebar • Lane International Corporation P.O.Box 925 18067 S.W.Lower Boones Ferry Road Tualatin,Oregon 97062 ■ www.laneinternational.com ---11 Y2.. ...--- Rail 12" 12" Rung O O Note::_drawings not to scale Sf 7^ Q Shope Enterprises,Inc. (253)848-1551 1-800-422-7560[Toll Free-WA only] c 1618 East Main Avenue Fax Line 1(253)845-0292 www.shopeconcrete.com concrete I products Puyallup,WA 98372-3142 Fax Line 2(253)864-6172 JN' JZ /NMRNAT/ONAL jFcoRPoRAr1oN CERTIFICATE OF COMPLIANCE All of the LANE PLASTIC MANHOLE STEPS made of polypropylene conform to ASTM 1314101-82. (The previous standard of ASTM 2146-82 was replaced by D4101-82.) The 1/2" reinforcing rod conforms to ASTM A-615 requirements. They meet and/or exceed ASTM C478-88 paragraph 13.4 and AASHTO M-199 requirements. The LANE PLASTIC MANHOLE STEPS meet and/or exceed the 1,500 lbs. pullout force and the vertical deflection of 800 lbs. when properly installed. All of the components are of domestic origin and all manufacturing is done in our plant in Tualatin, Oregon. These manhole steps are of U.S. origin and comply with the ARRA Act of 2009. Lane International Corp. A )/,.z elly o ertson, Vice-President State of Oregon Janu ry 10, 2014 County of Washington I Subscribed and sworn before me Jav of 'tft, 4 s. 20 1 `f OFFICIAL SEAL votary Public .`, ' : °" e. SHERI L DUYAO NOTARY PUBLIC-OREGON MY Commission Expires COMMISSION NO.471528 MY COMMISSION EXPIRES SEPTEMBER 09,2016 P.O. Box 925. 10758 S.W. Manhasset Dr.. Tualatin. Oregon 97062 Phone: 503-692-9860.800-666-0076 Fax: 503-692-9863 www.laneintemational.com additional manhole items , i Lane P14938 Safety Step WSDOT B-3-.90.01/AASHTO M-199 Forward View - —15"-- --- -- — L11SL1_7-.ED n n n n n n n n n - _- J Overhead View -- 13" - -- Ali- 3X" 0 o 0 0 0 0 0 0 0 0 0 0 0 0 O O 6° 0 O O O O O Q000000000000000000000000000 000000000000000000000000000 Side View f-- #4 grade 60 steel reinforcing bar E/NTERNAT/ONAL CORPORAT/ON Note:drawings not to scale "� ^+ Shope Enterprises,Inc. (253)848-1551 1-800-422-7560[Toll Free-WA only] S / V 1618 East Main Avenue Fax Line 1(253)845-0292 www.shopeconcrete.com concrete I products Puyallup,WA 98372-3142 Fax Line 2(253)864-6172 Transmittal Letter S //�� ma�yy^^��yy ��yy^^ yy�� RMO&i C"116TI,Nv TNM 6622-112th St,E.•PUYALLUP,WA 98373•(253)770-3644 FAX(253)770-3645 Date Job Number 4/22/15 SW P-27-3658 Attention To: City of Renton Allen Quynn RE:Sunset Terrace Regional Stormwater Facility Project Submittal#002 Phone: Fax: We Transmit: Attached ❑Under Separate Cover Via the following items: Copies Dated Description 1 4/22/15 1-07.15(1) Spill Prevention Control and Countermeasures Plan These are Transmitted as Checked Below: For Approval ❑Approved as Submitted ❑ Resubmit copies for approval ❑ For Your Action ❑Approved as Noted ❑ Submit copies for distribution ❑As Requested ❑Returned for Corrections ❑ Return corrected prints ❑ For Review and Comment ❑For Your Information ❑ ❑ Return Comments By Remarks: Copy To: From: Jason Duke Phone: 425-283-6653 Spill Prevention, Control and Countermeasures Plan Sunset Terrace Regional Stromwater Facility Prepared by Olson Brothers Excavating, Inc. 6622 112Th Street East Puyallup, WA 98373 253-770-3844 4/22/15 Olson Brothers Excavating, Inc. SHALL MAINTAIN A COMPLETE, UPDATED COPY OF THIS PLAN IN AN ACCESSIBLE LOCATION ON THE PROJECT SITE AT ALL TIMES. SPCC Plan, Sunset Terrace Regional Stromwater Facility 4/22/15 Page i Table of Contents SPCC Plan Implementation Requirements ..................................................................... 1 SPCCPlan Elements ......................................................................................................2 1. Responsible Personnel........................................................................................... 2 2. Spill Reporting ........................................................................................................ 3 3. Project and Site Information ................................................................................... 5 4. Potential Spill Sources............................................................................................6 5. Pre-Existing Contamination ....................................................................................8 6. Spill Prevention and Response Training................................................................. 9 7. Spill Prevention..................................................................................................... 10 8. Spill Response...................................................................................................... 11 9. Project Site Map .................................................................................................... 14 10. Spill Report Form(s)............................................................................................ 15 11. Plan Approval..................................................................................................... 16 SPCC Plan Acknowledgement Form (to be signed by all Project personnel)................ 17 Figures Figure 2.1 WSDOT Hazardous Materials Event Contractor Minimum Reporting Requirements.......................................................................................................4 Appendix APPENDIX A EXAMPLE SPILL REPORT FORM........................................................A-1 SPCC Plan, Sunset Terrace Regional Stromwater Facility 4/22/15 Page ii SPCC Plan Implementation Requirements WSDOT Standard Specification 1-07.15(1) and Project-specific special provisions (if applicable) require a Spill Prevention, Control and Countermeasures Plan (SPCC Plan or Plan) to be developed for each WSDOT project. The purpose of an SPCC Plan is to protect human health and the environment from spills and releases of"hazardous materials," a generic term WSDOT uses in Chapter 447 of its Environmental Procedures Manual to mean dangerous waste, problem waste, petroleum products, and hazardous substances. The SPCC Plan shall also address conditions that may be required by Section 3406 of the current International Fire Code, or as approved by the local Fire Marshal. Olson Brothers Excavating, Inc.(OBE), the Prime Contractor for the Sunset Terrace Regional Stormwater Facility, has developed this SPCC Plan to satisfy WSDOT Standard Specification 1- 07.15(1) for the Project. OBE shall update this SPCC Plan throughout the Project so that the written Plan reflects actual site conditions and practices. At a minimum, OBE will update this Plan annually. OBE shall fully implement this SPCC Plan, as accepted and updated, at all times. No on-site Project construction activities may commence until the City of Renton reviews and accepts this Project-Specific SPCC Plan. SPCC Plan, Sunset Terrace Regional Stromwater Facility 4/22/15 Page 1 SPCC Plan Elements 1. Responsible Personnel Table 1.1 identifies the name(s), title(s), and contact information for the personnel responsible for implementing and updating the SPCC Plan, and for responding to spills. If spill response Subcontractor(s)will be used for spill response (as described in Section 8, Spill Response, below), the Subcontractor(s) company name(s) and contact information are also included in Table 1.1. Table 1 Responsible Personnel Responsibility Name and Title Contact Information Implementing and Updating Jason Duke, Construction Manager Company:OBE SPCC Plan (primary Office Phone: contact person) Cell Phone:425-283-6653 Implementing and Updating Jared Rinehart Company: OBE SPCC Plan (secondary Office Phone: contact person) Cell Phone:253-306-0789 On-Site Spill Responder Jared Rinehart Company: OBE Office Phone: Cell Phone:253-306-0789 On-Site Spill Responder TBD Company: Office Phone: Cell Phone: Spill Response NRC Company: Subcontractor Office Phone: 1-800-33-SPILL (see Section 8, below) Cell Phone: SPCC Plan, Sunset Terrace Regional Stromwater Facility 4/22/15 Page 2 2. Spill Reporting In the event of a spill, OBE shall notify the City of Renton's Inspector and shall notify the Federal, State, and Local Agencies listed in Figure 2 and Table 2. OBE will also notify the City of Renton's Project Engineer. SPCC Plan, Sunset Terrace Regional Stromwater Facility 4/22/15 Page 3 Figure 2 Hazardous Materials Event Contractor Minimum Reporting Requirements Event: Hazardous Material Spill, Release or Encounter I _J If a spill or release is caused by the Contractor, the Contractor reports it to the Project Inspector and to the regulatory agencies as indicated below. If an encounter of unknown pre-existing contamination or an UST, the Contractor reports it Project Inspector. The PE follows the WSDOT Environmental Compliance Assurance Procedure (ECAP, in WSDOT's Construction Manual M 41-01.06 at 1-2.2K), to determine internal and external reporting procedures to ensure compliance as indicated below. Spill or Release to Spill or Release to Soil Underground Storage Water Tank (UST) Including ponds,wetlands,ditches, Including encounters of pre-existing &seasonally dry streams contamination If an immediate threat to Immediately call all health or environment three of the following (e.g., explosive, If confirmed release from 24-hour numbers: flammable, or toxic UST, report to Ecology's • National Response vapors; nearby water Regional Office'within 24 Center body; shallow hours 1-800-424-8802 groundwater; etc.) • Washington State immediately call Division of Ecology's Regional Emergency Office Management 1-800-258-5990 • Washington State After removal of regulated If NOT an immediate UST, provide reports to Department of threat but may be a Ecology's Regional Office Ecology (Ecology) threat to health or the Regional Office' within 20 and 30/90 days environment, report to per WAC 173-340 and Ecology's Regional 173-360. Office` within 90 days Ecology Regional Office Numbers Eastern (Spokane): 509-329-3400 Northwest (Bellevue): 425-649-7000 Central (Yakima): 509-575-2490 Southwest (Lacey): 360-407-6300 Ecology regional lines and the type of information needed is provided on Ecology's spill reporting website at http://www.ecy.wa.gov/programs/spills/other/reportasi)iI1.htm Table 2 Project-Specific Federal, State, and Local Agencies to be Notified in the Event of a Spill Agency Name Agency Notification When Agency Shall Agency Region Telephone Number be Notified Department of Ecology 425-649-7000 spill or release to soil that Northwest Regional Office is an immediate threat to human health or the environment or a spill or release to water or a confirmed release or spill from a UST National Response Center 1-800-424-8802 spill or release to water Not applicable Washington State Division 1-800-258-5990 spill or release to water) Not applicable of Emergency Management Department of Ecology 1-425-649-7000 spill or release to water Northwest Regional Office during over water work per Project-specific Special Provision or other permit requirement SPCC Plan, Sunset Regional Stormwater Facility 4/22/15 Page 4 3. Project and Site Information Please describe the following items: A. The Project work: installation of storm drainage system B. The site location and boundaries: Near and around the address of 2790 NE 10T" ST, Renton Table 3 Nearby Waterways' and Sensitive Areas2 Waterway' or Distance from Direction of Flow Runoff Drainage Pathway Sensitive Areal Project Site from Project Site from Site Johns Creek 2 Miles downhill towards the Existing Storm System southwest Notes: ' Waterways include streams, creeks, sloughs, rivers, Puget Sound, etc. 2 Sensitive areas are areas that typically contain populations that could be particularly sensitive to a hazardous materials spill or release. Such areas include wetlands, areas that provide habitat for threatened or endangered species, nursing homes, hospitals, child care centers, etc. Sensitive areas also include areas where groundwater is used for drinking water, such as wellhead protection zones and sole source aquifer recharge areas. SPCC Plan, Sunset Regional Stormwater Facility 4/22/15 Page 5 4. Potential Spill Sources A description of each potential fuel, petroleum product and other hazardous material brought or generated on-site is set forth in Table 4.1. The potential fuel, petroleum product and other hazardous materials listed on Table 4.1 include materials used for operating, refueling, maintaining, and cleaning equipment- including equipment used below the ordinary high water line. SPCC Plan, Sunset Regional Stormwater Facility 4/22/15 Page 6 Table 4 Fuel, Petroleum Product and other Hazardous Materials Brought or Generated Est. Max.Amount of Material Staging, Use, and Storage ` Hazardous Material Name Intended Use of Material Material On-Site at Location(s) &Material Storage and Any One Time Secondary Containment Practices � and Structures, Diesel Equipment fuel 200GAL Factory made double walled tanks N/ and metal cans Gas Small tool fuel 10GAL Factory made metal cans N/ Hydraulic Oil Equipment Hydraulics 200GAL Factory made double walled tanks N/ Notes: 1 See also Section 7.D (Spill Prevention, secondary containment and structures may be described in Table 2 Waterways include streams, creeks, sloughs, rivers, Puget Sound, etc. 3 Sensitive areas are areas that typically contain populations that could be particularly sensitive to a hazarc release. Such areas include wetlands, areas that provide habitat for threatened or endangered species, i hospitals, child care centers, etc. Sensitive areas also include areas where groundwater is used for drink wellhead protection zones and sole source aquifer recharge areas. SPCC Plan, Sunset Regional Stormwater Facility Page 7 5. Pre-Existing Contamination None known SPCC Plan, Sunset Regional Stormwater Facility 4/22/15 Page 8 6. Spill Prevention and Response Training Before working onsite all craft and fuel delivery personnel will participate in a project orientation that will include the review of the SPCC plan. SPCC Plan, Sunset Regional Stormwater Facility 4/22/15 Page 9 7. Spill Prevention A. Spill response kit contents and location(s) (see Table 7). Appropriately stocked spill response kits shall be maintained in close proximity to hazardous materials and equipment and shall be immediately accessible to all Project personnel. Complete Table 7. Table 7 Spill Response Kit Contents and Locations Type of Spill Kit Spill Kit Contents Spill Kit Location(s) vehicle kit, drum air horn to get attention of those working within 500' of active construction kit, nearby, personal protective equipment areas, in staging area conex, (PPE, such as safety glasses, gloves, coveralls, boot covers), spill pads, absorbent, booms, catch basin covers, anti-static shovels, garbage bags, plastic sheeting, overpack or disposal drum, complete copy of SPCC Plan B. Security measures for potential spill sources. The staging area will be surrounded by a secured fence, hazardous materials will be stored inside a locked storage shed, equipment will be equipped with locked fuel caps. C. Methods used to prevent stormwater from contacting fuel, petroleum products and hazardous materials. Contaminated soil will be placed on bermed plastic and covered. D. Secondary containment for each potential spill source listed in Section 4, above. Equipment fuel and hydraulic tanks are factory made double walled tanks. Metal diesel and gas cans will be stored inside a vessel that is capable of containing 110% of the cans volume. E. Best Management Practices (BMP) Methods used to prevent discharges to ground or water during mixing and transfers of hazardous materials, petroleum product and fuel. BMP C153 will be followed to prevent discharges to ground or water. F. Refueling procedures for equipment that cannot be moved from below the ordinary high water line. N/A G. Daily inspection and cleanup procedures that ensure all equipment used below the ordinary high water line is free of all external petroleum-based products. N/A H. Routine equipment, storage area, and structure inspection and maintenance practices to prevent drips, leaks or failures of hoses, valves, fittings, containers, pumps, or other systems that contain or transfer hazardous materials. The equipment and site will be inspected daily by the project foreman and equipment operators. I. Site inspection procedures and frequency. The site will be inspected daily by the project foreman. The foreman will SPCC Plan, Sunset Regional Stormwater Facility 4/22/15 Page 10 4 8. Spill Response Tables 8A, below, outline the response procedures that OBE shall follow for the scenarios described in the tables below, indicating that if hazardous materials are encountered or spilled to soil or water (including stormwater, as described in Section 7C) during construction, OBE shall do everything possible to control and contain the material until appropriate measures can be taken. The response procedures include a description of the actions that OBE shall take to address each task shown in the tables as well as the specific on-site, spill response equipment that shall be used to perform each task. If OBE will use a Subcontractor for spill response, provide contact information for the Subcontractor in Table 1 and, in the appropriate table below, identify when the Subcontractor shall be used and the actions that OBE shall take at the site while waiting for the Subcontractor to respond. If OBE encounters unanticipated pre-existing contamination within the Project area during Project work, WSDOT Prime Contractor shall immediately notify the City of Renton Inspector. SPCC Plan, Sunset Regional Stormwater Facility 4/22/15 Page 11 Table 8A Spill Response Procedures, Including Actions to be Taken and Equipment to be Used Spill Response Task Hazardous Material and Location Assess the Spill Secure the Area Contain and Eliminate the Spill Source Disl Equipment fuel or oil leak or Determine the severity of the If the source of the spill Secure and eliminate source. Use The cle; spill spill,take no actions that is running equipment berms, absorbent materials, booms disposa compromise your safety or park and shutoff to contain the spill. Keep spill from surface that of others. Make engine. Delineate the migrating to ditches or drains. contami notifications per Figure#2. area using red danger appropr tape. Notes: Spilled fuel, petroleum product and hazardous materials, contaminated stormwater, contaminated soil and water; be transported off site for disposal at a facility approved by the Department of Ecology. No potentially hazardous water, or cleanup supplies may be discharged to any sanitary sewer without approval of the local sewer authority not be discharged to any sanitary sewer without approval of the local sewer authority. ■ Petroleum products, fuel, and hazardous material spills shall be addressed and shall be prevented from react discharge points. ■ It is acceptable to combine materials covered by the same response procedures, as long each material is cle SPCC Plan, Sunset Regional Stormwater Facility Page 12 SPCC Flan, Sunset Regional Stormwrater Facility' Page 13 1. 9. Project Site Map See Attachment#1 SPCC Plan, Sunset Regional Stormwater Facility 4/22/15 Page 14 4` 10. Spill Report Form(s) See Attachment #2 SPCC Plan, Sunset Regional Stormwater Facility 4/22/15 Page 15 11. Plan Approval This SPCC Plan is supported by the executives, project manager and the foreman of Olson Brothers Excavating having the authority to commit the necessary resources, including labor, equipment, and materials, to expeditiously control and remove any harmful quantity of fuel, . petroleum product or hazardous materials spilled or released to the waters or land of the State of Washington. Date Steve Olson Vice President Olson Brothers Excavating, Inc. Date Jason Duke Project Manager Olson Brothers Excavating, Inc. Date Jared Rinehart Foreman Olson Brothers Excavating, Inc. SPCC Plan, Sunset Regional Stormwater Facility 4/22/15 Page 16 SPCC Plan Acknowledgement Form (to be signed by all Project personnel) This is to certify that I have read this Project SPCC Plan and understand its contents. I have attended a Project orientation meeting discussing the elements of this SPCC Plan and the safety and health hazards associated with SPCC operations to be performed at this Project. Failure to comply with the requirements contained in this SPCC Plan may result in my removal from the Project. PRINT NAME SIGNATURE DATE SPCC Plan, Sunset Regional Stormwater Facility 4/22/15 Page 17 Project Site Map Attachment #1 6377300000 Millillilli 7227801785 W 722780120.5 s V 72278013U0 7, 7 �' , 722780?20t 4 7227801085 75 9 4 2+72 722T801065 400 7227801055 '7227801 ?• 3 7 7 7227801075 Pt 722T8010205 Notes Legend None City and County Boundary 0 Manhole Other ® Utility Vault l.i City of Renton LJ Unknown Structure Addresses ® Control Structure Parcels Pump Station g,__j 1st Floor ♦ Discharge Point I-1 1st Floor Water Quality 64 0 32 64 Feet 2nd Floor Detention Facilities WGS_1984_Web_Mercator_Auxiliary_Sphere 1 st Floor V& Pond C)thar Rnilrlinn.q JE Tank Clty Of Information Technology-GIS >map is a user generated static output from an Internet mapping site and is for reference only.Data layers that appear on this map may or may not be RentonMapSupport@Rentonwa.gov accurate,current,or otherwise reliable. Finance&IT Division 4/22/2015 THIS MAP IS NOT TO BE USED FOR NAVIGATION r Attachment#2 SPILL OR INCIDENT REPORT FORM Instructions: Complete for any type of petroleum product or hazardous materials/waste spill or incident. Provide a copy of this report to management. 1. City of Renton Personnel Involved in Spill Reporting: Project Office: Name, Title, and Phone Number: Regional Environmental Office: Name, Title, and Phone Number: 2. Contractor: Name and Title of Person Responsible for Spill Response: Phone Number: 3. General Spill Information: Common Name of Spilled Substance: Quantity Spilled (Estimate): Describe Concentration of Material (Estimate): Date of Spill: Time Spill Started: AM PM Time Spill Ended: AM PM 4. Spill Location and Conditions: Project Title: Street Address and/or Milepost, City: Weather Conditions: If Spill to Water, Name of Water Body(if ditch or culvert, identify the water body that the structure discharges to): Identify the Discharge Point: Estimate the Depth and Width of the Water Body: Estimate Flow Rate (i.e., slow, moderate, or fast): Describe Environmental Damage (i.e., fish kill?): 5. Actions Taken: SPCC Plan, Sunset Regional Stormwater Facility 4/22/15 Page 1 e -v To Contain Spill or Impact of Incident: To Cleanup Spill or Recover from Incident: To Remove Cleanup Material: To Document Disposal: To Prevent Reoccurrence: 6. Reporting the Spill: Spills to water: Immediately call the National Response Center(1-800-424-8802), Emergency Management(1-800-258-5990), and the appropriate Ecology Regional Office. Spills to soil that may be an immediate threat to health or the environment(i.e., explosive, flammable,toxic vapors,shallow groundwater, nearby creek, etc.): Call the appropriate Ecology Regional Office immediately. If not immediately threatening, but may be a threat to human health List all agencies contacted; include names, dates, and phone numbers for people you spoke with: Record ERTS#, if issued by Ecology: 7. Person Responsible for Managing Termination/Closure of Incident or Spill: Name and Phone: Address and Fax: 8. Additional Notes/Information (if necessary): SPCC Plan, Sunset Regional Stormwater Facility 4/22/15 Page 2 t Transmittal Letter BROS.ZXCATAT13CO 22M 6622-112th St E.•PUYALLUP.WA 98373•(253)770-3844 FAX(253)770-3845 Date Job Number 4/22/15 S W P-27-3658 Attention To: City of Renton Allen Quynn RE: Sunset Terrace Regional Stormwater Facility Project Submittal#004 Phone: Fax: We Transmit: Attached ❑Under Separate Cover Via the following items: Copies Dated Description 1 4/22/15 Site Safety Plan These are Transmitted as Checked Below: a For Approval ❑Approved as Submitted ❑ Resubmit copies for approval ❑ For Your Action ❑Approved as Noted ❑Submit copies for distribution ❑As Requested ❑Returned for Corrections ❑ Return corrected prints ❑ For Review and Comment ❑For Your Information ❑ ❑ Return Comments By Remarks: Copy To: From: Jason Duke Phone: 425-283-6653 FF B7tQt. I=CAtIATZWO 21fC. Site Specific Safety Plan Sunset Terrace Regional Stromwater Facility City of Renton Site Specific Safety Plan This Site Specific Safetyan (SSSP) must be reviewed and signed by all employees and subcontractors Project Name Sunset Terrace Regional Project Number Stromwater Facility General Contractor Olson Brothers Excavating Owner City of Renton Job Site Address 2790 NE 1 OTH ST The following Job Site Specific Safety Plan shall be implemented in conjunction with our Accident Prevention Program. All work performed by this company and its sub contractors shall be in accordance with the Construction Safety Act of 1969 and the Occupational Safety and Health Act of 1970. Additionally, all work shall comply with applicable laws, ordinances, regulations, whether federal, state, local or other including OSHA, DOSH, and other state authorities. Description of Work Excavating and disposing of approximately 4200CY of native material, installing new storm system in portions of NE 10th ST including approximately 360' of 18" CPEP and associated drainage structures, constructing two water quality treatment bioretention cells, construction of a 150' by 70' underground infiltration gallery, installing new storm system in portions of Sunset Lane NE including 270' of 18" CPEP and associated drainage structures, site restoration. Equipment to be used on site Excavator, loader, sawcutter, dump trucks, trench shoring, paving machine, compactor, traffic control devices, small tools Contact Names and Numbers: OBE Contacts Name Office Phone Cell Phone Project Manager Jason Duke 425-283-6653 Safety Manager Steve Olson 253-770-3844 Site Forman Jared Rinehart 253-306-0789 City of Renton Contacts Name Office Phone Cell Phone Project Engineer Allen Quynn 25-430-7247 Safety Manager Project Inspector Mark Wetherbee 25-430-7435 206-999-1829 Other Site Specific Safety Plan Sub Contractors All subcontractors need to submit their SSSP prior to performing work. Company Name Contact Number Work performed SSSP Green City Landscaping 25-802-7081 Landscaping Lakeridge Paving 253-631-8290 Paving Ram Surveying 206-612-7633 Surveying Mandatory Safety Meeting: It is recommended that all subcontractors attend this meeting. Day Time Location Monday 7:00 a.m. Jobsite Trained Personnel: Training includes: CPR/First Aid, Trenching, Shoring & Excavation, Confined Space Entry, Rigging, Fall Protection, Forklift Operation, Scaffolding, Confined Space Rescue, Traffic Control, Man-lifts, Asbestos & Lead Awareness. A CPR/First Aid certified person must be available for each crew. Trained/Competent persons On Site: Trained/Competent In: Jared Rinehart CPR/First Aide, Competent person, Trenching, Confined Space, Rigging, Fall Protection, HAZWOPER Superintendent Safety Responsibilities: Conduct and facilitate safety meetings, safety audits and inspections, accident/incident investigations and near miss investigations, ensure proper safety training and certification when applicable, ensuring all employees and subcontractor employees are aware of site hazards and that they review, acknowledge and sign the SSSP including the completion and review of all JHA's. SAFETY AND HEALTH POLICY STATEMENT OBE believes in the dignity and importance of the individual employee and his or her right to derive personal satisfaction from their job. The prevention of occupational injuries and illness is of such a consequence to this belief that it will be given a top priority at all times. We will establish and require a Safety Program that emphasizes the integration of safety and health measures into each job task so that safety/health and job performance become inseparable. This will be accomplished through the cooperative efforts of management supervisors, and employees who will seek to obtain the lowest possible industrial accident rates. Safety orientation for new and transferred employees, timely and appropriate training, an active self-inspection program, proper mechanical guards, and personal protective equipment will be some of the tools used to reduce work hazards. By accepting mutual responsibility to operate safely, we will all contribute to the well- being of personnel and subsequently the company. Mike and Steve Olson Site Specific Safety Plan GENERAL SAFETY RULES All employees are expected to willingly comply with the following safety rules and regulations and follow this policy in its entirety. Failure to comply with the following rules, policy and procedures may lead to disciplinary action up to and including termination. The following Safety Policy is not to be construed as the complete OSHA/DOSH Occupational Safety and Health Standard. Complete Occupational Health and Safety Standards are available for your review at the job trailer main office. Personal Protective Eauipment (PPE): All employees will be furnished the necessary PPE equipment at all times. Each employee is responsible for maintaining his or her equipment and using it in a safe and proper manner in accordance with the manufacturer's recommendations. Should any safety equipment become damaged, employees need to notify the job site supervisor immediately for a replacement. PPE may be subject to change according to the job and work being done. The use of the following PPE may be mandatory on this job site. Check with the jobsite supervisor to determine what PPE is mandatory at all times. Additional PPE may be required in compliance with specific job site safety rules. You must be familiar with the use of your PPE in accordance with the manufacturer's recommendations. Contact your supervisor, if you are unaware with the use and care of your PPE. ¢ Hard hats High visibility clothing Work shoes Safety glasses/face shields Hearing protections Respirators (Not to be worn without medical approval) � Fall protection equipment � Confined space retrieval gear General Safety: It is expected that all employees comply with all safety rules and report all potential hazards and safety violations. If you do not understand the application of a rule please talk to your supervisor. Safety is everyone's responsibility. You must be alert, use good judgment and always perform your work in a safe manner. The following are general safety rules; however, this list is not to be construed as a complete list of rules. 1. All safety meetings must be held once a week. 2. All injuries and illnesses must be reported immediately to your supervisor. 3. Report all unsafe conditions to the site supervisor or the company Safety Manager. Site Specific Safety Plan GENERAL SAFETY RULES(CONT.) 4. All safety questions, suggestions and reports of sub-contractor violations need to be reported to the job site supervisor or the Safety Manager. 5. Keep job sites free of debris and clutter. Good"house keeping" practices are essential to a safe job site. 6. Do not block ramps, aisles, fire exits, walkways, stairs, etc. 7. All employees must know the location of first aid supplies and equipment. 8. All employees must know the location of fire extinguishing equipment. 9. All employees need to know the job site emergency plan which includes a location to gather in the event of an emergency. 10. The location of the nearest hospital needs to be posted and known by all employees. 11. All covered holes shall be clearly marked and secured. 12. Ladders need to be tied off at all times. 13. Never work off or from a ladder. 14. Job site equipment, including your PPE must be inspected daily, according to manufactures recommendations,prior to use. 15. Flammable liquids such as gasoline shall be kept in approved steel safety cans and covered secondary containment when not actively being used. 16. Do not operate power tools or equipment unless you have been trained in its operation and are authorized to do so. 17. Lock-Out all damaged or faulty equipment. Do not remove any lockout tags without proper authorization. 18. All electrical power tools and extension cords shall be properly insulated and grounded. Damaged cords shall be removed from the jobsite. 19. Be aware of exhaust flow (carbon monoxide) when operating any equipment with small or large combustion engines. 20. Never ride on equipment that is moving or operating, such as standing on platforms or being transported. If a seat belt is not available you should not be on the equipment. 21. All equipment must have audible back-up alarms. Site Specific Safety GENERAL SAFETY RULES(CONT.) 22. Always stay at least ten feet away from electrical lines. 23. Always have fall protection available when working at heights over 4 feet. Use fall-restraint or fall-arrest and have a fall protection plan when working over 10 feet. 24. Only one person per anchor point, unless otherwise certified. 25. A CPR first aid certified person shall be on every job site and with every individual crew. 26. All walking surfaces over four feet high shall have a guardrail. 27. Jobsites shall be secured at all times. Attractive nuisances shall be eliminated. 28. Material and supplies shall be stored safely without creating hazards. 29. Pedestrian areas need to be secured from hazards. Proper signage needs to be utilized such as "Keep Out", "Abrupt Edge", "Caution Work Zone", "Side Closed", etc. 30. Only certified flaggers will be allowed to provide traffic control. 31. A minimum of class Il reflective vests must be worn when providing traffic control/flagging. 32. Never stand in the middle of a road when providing traffic control/flagging. 33. Employees should never be exposed to moving vehicles. 34. Spotters shall be utilized at all times when a dump truck is backing up within 50 feet of workers. 35. Always be aware to not create attractive nuisances. Job sites should be inspected for attractive nuisances prior to shutting down especially over weekends and holidays. Personal Protective Equipment (PPE) The following PPE is mandatory on the jobsite at all times without exception. Hardhat High visibility clothing such as a reflective vest (Minimum class II for flaggers, class II with white coveralls at night) Work shoes Hearing protection Eye protection at all times when on site Gloves Site Specific Safety Plan Additional Job Site Requirements and Information: 1. All work will be performed in accordance with EM-385 requirements. 2. Fugitive dust and trackout will be a high priority for the surrounding area. All precautions and measures will be taken to prevent trackout and fugitive dust 3. Special care will be taken to ensure fuel, oil and lubricants do not cause contamination with the soil or nearby waterways. 4. The site supervisor and a selected employee must conduct daily jobsite inspections. 5. A confined space entry permit will be completed when necessary. 6. OBE reserves the right to remove anyone for any reason from the jobsite. 7. Any accidents needs to be reported to the company management and the company Safety Manager immediately. 8. An accident investigation form needs to be completed for all accidents and injuries. 9. The project area will be secured to keep out pedestrians. 10. Gambling, fighting, horseplay, possession of firearms, alcohol or illegal use and the possession or sale of controlled substances or being under the influence will result in the immediate removal from the project. 11. All job site hazards and violations shall be reported to the job site supervisor. 12. Proper work shoes, hardhat, reflective vests, safety glasses and hearing protection are mandatory at all times. 13. Drug testing to include pre-employment, random, reasonable suspicion and post-accident. 14. All employees shall abide by the Heat Stress Prevention policy. 15. All employees shall be familiar with the work plan. 16. All fall hazards for pedestrians and crew will be identified and inspected daily. Proper protection shall be provided such as barricades, railing system, caution tape with a 6ft set back and concrete barrier is necessary. 17. Employees will be required to acknowledge and sign the fall protection work plan prior to working around any fall hazards over 10 feet. 18. First aid kits are available in the job site foreman's truck and the job trailer. 19. All visitors must check in. wear the required PPE at all times and complete a release of liability form. Emergency Information To Be Posted IN THE EVENT OF AN EMERGENCY CALL 911 EMERGENCY GATHERING LOCATION: Intersection of Sunset Lane and NE 1 Ot" Street JOB SITE ADDRESS 2790 NE loth ST Renton, WA 98055 NEAREST HOSPITAL/CLINIC Renton Landing Urgent Care 1205 1 oth Street, Renton, WA 98057 a 2790 NE 1Ott1 St Renton, WA 98056 ♦ l Head southeast on NE loth St toward Sunset Ln NE ■ 9G 2 Turn right onto NE Sunset Blvd 8 Continue straight onto NE Park Dr t 4 Turn left onto Park Ave N 5 Turn left ontC,N l Oth St C•� Renton Landing Urgent Care 1205 North 1 Oth Street,Renton.WA 98057 Site Specific Safety Plan What to do in an emergency Follow OBE Crisis Management Plan. Fire emergency If you discover a fire: Tell another person immediately. Call or have them call 911 and a supervisor. If the fire is small and there is minimal smoke, you may try to put it out with a fire extinguisher. If the fire grows or there is thick smoke, do not continue to fight the fire. Tell other employees in the area to evacuate. Go to the designated assembly point outside the building or worksite. Earthquake emergency If you are inside a building Drop under a desk or table, cover your head and hold on. Stay away from windows,heavy cabinets, bookcases or glass dividers. When the shaking stops, supervisors are to check for damage and available evacuation routes, then begin an evacuation of their area to the designated assembly location. Evacuation should proceed as quickly as possible, since there may be aftershocks. Supervisors must account for each employee in their work group as quickly as possible. First-aid certified employees should check for injuries and help evacuate injured employees. Do not attempt to move seriously injured persons unless they are in immediate danger of further injury. If a gas odor is in the building, tell a supervisor to turn off the gas at the main. Open windows. Supervisors and first-aid employees must not re-enter the building once evacuation is complete. Do not approach or touch down power lines or objects touched by the power lines. Do not use the phone except for emergency use. ¢ Turn on the radio and listen for public safety instructions. If you are outside: & Stand away from the buildings, trees telephone and electric lines. If you are on the road: Drive away from the underpasses/overpasses. Stop in a safe area. Stay in the vehicle. Site Specific Safety Plan Pre-Job Checklist As a supervisor for OBE, you are responsible for employee and public safety and security throughout the entire job site. • Has a walk-around of the job site been completed and documented? Look for: location of power lines, housing, waterways, catch basins, terrain, etc. • Evaluate the need for site security such as fencing, barricades and signage. • Is the required Personal Protective Equipment (PPE) on site? • Proper sized first-aid kit needs to be on site? • Do employees know the location of the first-aid kit? Where? • Safety forms that should be available on site: Safety Minutes, Accident Investigation, Site Inspection, Excavation Checklist, Locate Call-In, Utility Damage, Disciplinary Action, Confined Space Entry, Witness Statements. • A camera needs to be available on site? • Are new employee safety orientations on site? • Is the company Accident Prevention Plan on site? • Do all employees understand the job site hazards? If necessary complete a Job Hazard Analysis for tasks and review with affected employees • Is there a potential of contaminated soils? What provisions are being considered? • Weekly safety meetings need to be properly documented? • A pre-job safety meeting must be conducted. When? Where? • Weekly jobsite inspections need to be conducted and properly documented? • Employees must know the proper actions to take in the event of an emergency. • Employees need to know the identification of hazardous gases, chemicals, and materials they will be exposed to, including instructions on the safe use and emergency action following accidental exposure? • MSDS's must be available for all chemicals and gases and fuels on site? • Employees must know how to report unsafe conditions and practices? • Are all the State and Federal posting requirements on site? • Are "Spill Kits" on site and ready for use? Location? • Absorbent pads should be available for use under heavy equipment not operating? • Do employees know how,where, and when to report injuries? • Are there eye wash stations on site? (Fifteen minutes of hands free continuous water flow) • Is demolition being conducted? • Has a demolition survey been completed? Consider: asbestos, lead paint, demolition plan. • Do all employees know where the nearest hospital is located? Post the location. • Fully charged and inspected fire extinguishers need to be on site and on all equipment? • Do employees know the location of the fire extinguishers? • What are the soil conditions? • Are the site conditions conducive to the type of work being done? + Will cranes/boom trucks be utilized on site? Job Hazard Analysis (JHA) should be completed. All cranes/boom trucks need to be certified and inspected. Crane operators must have proof of training. Pre-Job Checklist (Cont.) + All rigging i.e.: chokers, slings, chains, and cables, etc. must be tagged & certified. All damaged untagged rigging must be removed from the job site Employees need to be trained in rigging. + Are there overhead power lines? Do power lines need to be flagged or de-energized? All employees need to be made aware of all power lines in the area (no assuming). + Is trenching or excavating going to be conducted? Complete a JHA A trenching/excavation checklist must be completed. Who is the Competent Person for trenching? What type of employee protection is being used? Is the shielding/shoring certified? Know the type of utilities that are in the ground on the entire job site. + Have Locates been called in and documented? Complete the utility call-informs + Is Confined Space work going to be conducted? JHA should be completed A "Competent Person"for confined space entry must be identified. A confined space entry checklist needs to be completed prior to each entry. Air monitoring gear needs to be available. Ventilation gear needs to be available Rescue gear need to be available. Employees need to be confined space trained + Is work being conducted over 6 ft. (OSHA), 10 ft. (DOSH)? JHA should be completed A Fall Protection Work Plan must be completed each time there is exposure. Fall protection gear must be available? Employees need to be trained. + Are any traveling work surfaces over 4 ft.? Handrails need to be installed + Are forklifts going to be used on site? All forklift operators need to have proof of training + Are scissor lifts or aerial lifts being utilized? All lift operators need to be trained. + Are power actuated tools being used? JHA should be completed Employees need to be trained in each use. + Is concrete cutting being conducted,including concrete pipe? Moisture must be used along with breathing protection + All site employees need to be aware of the job site disciplinary policy. Zero tolerance for serious safety violations + Is traffic control being conducted? Daily inspections need to be conducted and documented. Weekly safety meetings need to be conducted and documented for flaggers. You must be familiar with traffic control/flagging rules. Job Hazard Analysis: Update and complete the following Job Hazard Analysis throughout the duration ofthe job. Review this JHA with employees regularly. OPERATION HAZARDS ACTION TO BE TAKEN Potholing Close Proximity to employees All equipment shall be properly potential injury of crushing or struck maintained and inspected daily.All by equipment will have backup alarms and rollover protection.A spotter will be provided when necessary Exposure to decibels over 85 All employees shall wear appropriate/adequate hearing protection applicable to the job being performed. Traffic Control Pedestrian and vehicle accidents Traffic control plans will be evaluated, approved and changed as necessary.Only certified traffic control personnel will be allowed to conduct traffic control Employees being struck by vehicles Traffic control personnel shall have a minimum of Class II reflective vests during the day and Class III vests,and coveralls with reflective tape during the night. Unloading,storage,installation Injury to hands and back Use proper equipment for unloading. Never carry material that is too heavy. Use protective hand gloves to prevent slivers and cuts. Store material in location that will not interfere with construction activities and access.Protect material from the elements. Check for any overhead utility prior to Electrocution,Explosion,etc. Locate all overhead utilities before commencing work commencing work. Use of power tools Flying particles and other potentially Use of power tools subjecting the eye or hazardous materials in the head to flying particles shall require atmosphere. safety glasses and hard hats. General operating requirements Poorly maintained tools are likely to All hand and power tools shall be be in a hazardous condition and cause maintained in a safe condition and injury during operation,Tools could inspected before use. be started unintentionally,Suspending Electric tools shall be disconnected when tools by electrical cords can damage cords and cause shock during use. making adjustments,repairing, lubrication,or not in use. The use of electrical cords for hoisting or lowering tools shall not be permitted. Throwing tools or materials from one location to another,from one employee to another,or dropping them to lower levels, shall not be permitted. OPERATION HAZARDS ACTION TO BE TAKEN Excavating Struck by, property damage, trench Delineate work area, keep non- failure essential employees, equipment and he public out of work area, locate utilities prior to excavation, use proper shoring techniques. Paving truck by, run over, pinch/crush Delineate work area, keep non- essential employees, equipment and he public out of work area. Be alert and watch your back. Site Specific Safety Plan HAZARDOUS SUBSTANCES COMMONLY FOUND ON CONSTRUCTION PROJECTS CHECK THE BOX IN FRONT OF THE APPLICABLE SUBSTANCES FOUND ON THIS JOBSITE Acetone Lead Acetylene gas Lime(calcium oxide) Adhesives Limestone Aluminum etching agent X Lubricating oils Ammonia Lye(Sodium Hydroxide,Potassium Hydroxide) Anti-Freeze Magnesium Arsenic compounds Metals(aluminum,nickel,copper,zinc,cadmium,iron„ etc. Asbestos Methanol(Methyl alcohol) Asphalt(petroleum)fumes Methyl Ethyl Ketone(2-butanone) Benzene(and derivatives) Mortar Bleaching agents Motor oil additives Carbon black Muriatic acid(Hydrochloric acid) Carbon Monozide(in cylinders) Naptha(coal tar) Caulking,sealant agents Nitroglycerin Caustic soda(Sodium Hydroxide) Oxalic acid Chromium Paint remover Cleaners Paint stripper Cleaning agents Paints/Lacquers Coatings Particle board Cobalt Pentachlorophenol Concrete curing compounds Photographic developers and fixtures Cresol Photographic ink(copy machines) Cutting oil(oil mist) X Pipe Lube De-emulsifier for oil Plastics Diesel gas,Diesel oil Polishes for metal floors Dry wall Propanol Dusts(brick,cement block) Putty Enamel Resins,epoxy/synthetics Etching agents Sealers Ethyl alcohol Shellac Fiberglass,mineral wool Solder,flux(Zinc Chloride,Fluorides,etc. Foam insulation Solder,soft(lead,tin) Freon 20,R20 9 and others Solvents Gasoline(petrol,ethyl) Sulfuric acid Glues Thinner,paint/lacquer Graphite Tin Transite Greases Turpentine Helium(in cylinders) Varnishes Hydraulic brake fluid Waterproofing agents Hydrochloric acid Waxes Hydrogen(in cylinders) Wood alcohol(Methanol) Inks Wood preservative Insulations Xylene Iron Zinc Kerosene In The Event of an EmergencX Crisis Management Plan � Call 911 � Tend to the injured. Provide guidance for emergency vehicles. Secure area. �- Notify company officials. Gather all jobsite workers. (If necessary) �- Restrict all cell phone use. Restrict all workers from talking to the press. 4- Remove all company logos and signage as reasonable. Begin investigation. (Take pictures, locate witnesses) �4- Notify L&UDOSH (only in the event of a fatality/probable fatality, or a hospitalized employee) (L&I 800-321-6742) 4- Only the company president can authorize who may speak to the press and contact family members. It is each workers responsibility to arrive on time and be physically and mentally prepared to start work and participate in the pre-task work meeting. The following stretch & flex examples may be used in your physical preparation. Stretching and flexing should be appropriate for the physical requirements of the work you are performing. Ensure that you are mentally prepared to start planning and performing your work without distractions, lack of sleep, hangover or unsettled emotions. I. Side bending Stretch Stand with feet shoulder width apart. Shift your weight to the left foci by m cuing your hips to the left. Lean your upper bod}to the right, You should fed a stretch along the left side d your body. Hdd forl b seconds. Repeat 3 tim es each side. II. Trunk Notation Stretch Stand with feet shoulder width apart. Step fcnvard with the left fod. Bend your left knee and shift weight to the left fod. Twit your upper bod�totha right You should fed stretch throughout your trunk Hold foil bseconds. Repeat 3 times each side. III. Hann slri n gs Stretch Of F Stepforwardwith onefoct, Raise toe;,straighten knee, bend forward from the waist, Hands on you thigh, I is very important to keep your backstraight, lock straight chead, not down at the ground, There should be aslight arch in the low back IV. Stop when you feel astretch in the back of your thigh, Hold for 1 bseccnds, Repeat 3 times, each side, Disc ant iinue this a<ercise if you feel any discomfort in your lcw back Back Extendon Stand with feet shoulderwidth apart, Put hands on hips, Move you r hips forward and lean back Hold for b- 10 seconds, You m cy feel a slight pressure in the center of the low back This press ureshouId go law ayrwhenyou straighten ups Stop 6 yaj feel pain in the low backor pain shooting into you r buttocks or leg, V. Achilles Stretch Step forward; put yol_ir vtireigrit on the forward foot. Forward knee sligr,tfy bent. N,Iove yo,_ir body ( hips) forword. Press datAin with the heel of the back:foot. ',O-i should feel the stretch in the back of the back: calf. Stop when yo_i feel the stretch. Hold for 15 seconds. Repeat 3 tirries, eacri side. VI. Shoulder Stretch Raise arms overhead. Grab elbows. Pull elbows side to side. Keep body stable. Movement is from the shoulder blades. Site Specific Safety Plan TO BE REVIEWED, ACKNOWLEDGED, AND SIGNED BY ALL EMPLOYEES AND SUBCONTRACTOR EMPLOYEES PRIOR TO STARTING WORK I have reviewed this Site Specific Safety Plan and I understand all the General Safety Rules and specific job site hazards. I have been made aware of the work related hazards that I may be exposed to, including chemical hazards that have been identified to me. I understand that if I have any questions I may talk to my supervisor or the company Safety Manager. Additionally, I understand that I am expected to comply with DOSH/OSHA safety rules and regulations and follow this Site Specific Safety Plan and OBE's Safety Program in its entirety. Failure to comply with the DOSH/OSHA safety rules, this Site Specific Safety Plan, and OBE's Safety Program and policy and procedures, will lead to disciplinary action such as removal from the job site, suspension from work and potential of termination of my employment. Print Name Signature Company Date -- Transmittal Letter $Ross 3MCAv zxNs tiro 8822-t t 2ih Se.E.•PUYALLUP,WA 98373•(253)770-3844 FAX(253)770-3845 Date Job Number 4/27/15 SW P-27-3658 Attention To: City of Renton Allen Quynn RE:Sunset Terrace Regional Stormwater Facility Project Submittal#007 Phone: Fax: We Transmit: Attached ❑Under Separate Cover Via the following items: Copies Dated Description 1 4/27/15 Aggregates These are Transmitted as Checked Below: For Approval ❑Approved as Submitted ❑ Resubmit copies for approval ❑ For Your Action ❑Approved as Noted ❑Submit copies for distribution ❑As Requested ❑Returned for Corrections ❑ Return corrected prints ❑ For Review and Comment ❑For Your Information ❑ ❑ Return Comments By Remarks: Copy To: From: Jason Duke Phone: 425-283-6653 r CADMAN .i FIpE1.BFRG April 20, 2015 Cadman, Inc. Suite 100 7554 185th Avenue NE Olson Brothers Excavating PO Box 97038 6622 1 1 21h St. E. Redmond,WA 98073-9738 425,867,1234 Puyallup, WA 98373 425.861,4046 www.cadman.com Project: Sunset Terrace Regional Stormwater Facility Subject: Aggregate Submittal Package Dear Jason, This letter certifies that the materials listed in the table below meet the specifications you have provided, for the above referenced project. You will also find multiple sources for many of the products to accommodate flexible transportation options. Pit#1 Pit#2 Pit#3 Pit#4 Pit#5 Pit#6 Pit#9 Pit#11 PRODUCT Redmond High Rock Sky River B. Diamond Issaquah Seattle North Bend Gold Bar A-510/460 D-309/336 D-191/351 A-511/455 A-189 X-125 A-460 D-351 A-)L Gravel Borrow X 4_r� CSBC X A r dc/1 7 X i Type 26 X Please also find attached: • WSDOT Aggregate Source Approval Report for each source • Sieve Analysis reports for each product from each source except Spalls & Rip Rap • Permit Information for disposal sites In the case that you find the need for additional products, or should any of the products listed above become available at additional locations, we will be happy to submit further data to meet your needs. Please feel free to contact me directly with any questions. I can be reached through my office at (425) 961-7386, or my cell at (425) 864-0050. All of us at Cadman thank you for your continued patronage. Sincerely, Mitch San Sebastian Sales Representative Cadman, Inc. 206.624.6022 ,360,886.2340 26111 SE Green Valley Road •• 206.292 6783 Black Diamond,WA 98010-7800 Aggregate Source Approval Report Page 1 of 1 OW �i r WashingionStatc WSDOT MATERIALS LAB 04/20/2015 V/AIF Department of Transportation Aggregate Source Approval Report Owner: Cadman,Inc. Aggregate Source: PS-A-511 Lessee: Cadman Inc. Known as: Black Diamond Pit Located in: S1/2 Section 24 T21N R6E County: King Remarks: Concrete Degradation Value=60...05/15/2012 BH Pit Run Materials: At the discretion of the Project Engineer, preliminary samples for Gradation and Sand Equivalent tests may be performed to determine if the material does in fact meet the specification for the intended use: Backfill for Rock Wall Backfill for Sand Drains Bedding Material for Rigid Pipe Bedding Material for Thermoplastic Pipe Foundation Material for Classes A,B or C Gravel Backfill for Drains and Drywells Gravel Backfill for Foundation Class B Gravel Backfill for Pipe Zone Bedding Gravel Backfill for Walls Gravel Borrow Sand Drainage Blanket Select or Common Borrow No Preliminary Tests are required to be performed by the State Materials Lab Gravel Base: Test Date: 02/20/2009 Expiration Date: 02/20/2014 Drainage:Free R Value:65 Swell Pressure:0 Contact the Regional Materials Office to request PRELIMINARY SAMPLES be acquired. Evaluation and approval of this site as a source of GRAVEL BASE is required prior to use. Mineral Agg.and Surfacing: Test Date: 04/30/2012 Expiration Date: 04/30/2017 Absorption: Apparent Sp,G.: Bulk Sp.G.(SSD):2.72 Bulk Sp.G.: Deg:72 LA:13 Currently approved as a source of aggregate for: ATB Ballast BST Crushed Cover Stone BST Crushed Screenings Crushed Surfacing Base Course Crushed Surfacing Key Stone Crushed Surfacing Top Course Gravel Backfill for Foundation Class A HMA Other Courses HMA Wearing Course Maintenance Rock Permeable Ballast Acceptance tests need to be performed as necessary. Portland Cement Concrete Aggregates: Test Date: 05/10/2012 Expiration Date: 05/10/2017 ASR-14 Day:0.294 ASR-One Year: CCA Absorption 1.34 CCA Sp.G:2.698 FCA Absorption:1.98 FCA Organics:2 FCA Sp.G:2 LA.12 Mortar Strength: Petrographic Analysis: Currently approved for: Coarse Concrete Aggregates Fine Concrete Aggregates ASR MITIGATION MEASURES ARE REQUIRED PER WSDOT STD. SPEC.9-03.1(1), WHEN USING AGGREGATE FROM THIS SOURCE FOR PORTLAND CEMENT CONCRETE. Acceptance tests need to be performed as necessary Riprap and Quarry Spalis: Test Date: Expiration Date: Please see Remarks for Riprap and Quarry Spalls results. Contact the Regional Materials Office to request PRELIMINARY SAMPLES be acquired. Evaluation and approval of this site as a source of RIP RAP AND QUARRY SPALLS is required prior to use. Distribution: Physical Testing Project Engineer Region Operations Region Materials Aggregate Source Approval System http://www.wsdot.wa.gov/biz/mats/asa/ASAReport.cfm?prefix=A&pit_no=511 4/20/2015 Bid Item A-16 CSBC CADMAN Icing Base Course Black Diamond 11/4" 1" 5/8" 1/2' 318" 1/4" #10 #40 #200 ! I I - - � � f i .................... --- t- 10.0 1.0 0.1 0.0 GRAIN SIZE(mm) SIEVE METRIC SIEVE ACCUM WT ACCUM% ACCUM% CSBC G_B Np�Zwn Bcd SIZE SIZE I-) RETAINED RETAINED PASSING WSDOT 9-03.90) W'SDOT 4/3/15 11/2" 37.5 0.00 0.0 100.0 100 A511 11/4" 31.5 0.00 0.0 100.0 99-100 Codey 1" 25.0 505.00 6.9 93.1 80-100 75-100 Codey 3/4" 19.0 1651.10 22.4 77.6 5/8" 16.0 2447.60 33.3 66.7 v1 50-80 50-100 1/2" 12.5 3362.70 45.7 54.3 3/8" 9.5 3965.50 53.9 46.1 1/4" 6.3 4754.80 64.6 35.4 #4 5.0 5092,60 69.2 30.8 ✓ 25-45 20-80 #10 2.0 188.9 76.0 24.0 #40 0.425 624.8 91.7 8.3 3-18. 3-24. WET#200 0.075 742.1 95.9 4.1 0-7.5 0-10 SPLIT PAN WT.= 857.3 SAMPLE WT 7356.10 40 Min. 35 Min. S.E= 65 Graph represents results for specification Zone Bedding CADMAN a Course Black Diamond 3/4" 1/2" #4 #10 #40 s { , j-i i 10 1 0.1 0.01 GRAIN SIZE(mm) U.S.SIEVE METRIC SIEVE ACCUM.WT. ACCUM.% ACCUM.% CSTC G.B.Pipe Zone BED SIZE SIZE(mm) RETAINED RETAINED PASSING WSDOT 9-03.9(3) WSDOT 9-03-12(3) 1015 1 1/2" 37.5 0.0 0.0 100.0 100 1" 25.0 0.0 0.0 100.0 75-100 3/4" 19.0 0.0 0.0 100.0 99-100 n L 5/8" 16.0 0.0 0.0 100.0 50-100 n L 1/2" 12.5 21.8 1.7 98.3 80-100 3/8" 9.5 127.1 10.0 90.0 1/4" 6.3 428.8 33.8 66.2 #4 4.75 571.6 45.0 55.0 46-66 20-80 #10 2.0 868.8 68.4 31.6 #40 0.425 1087.5 85.6 14.4 8.0-24 3-24. WET#200 0.075 1188.7 93.6 6.4 0-10.0 0-10 INITIAL DRY W t. 1269.9 40 Min 35 Min. S.E. = 57 Graph represents results for specifications in fu �ed Trench Backfill CADMAN Black Diamond 11. 5/8" 1/2" 3/8" 1/4" #10 #40 #200 -7 fi "44 fill 10.0 to 0.1 0.0 GRAM SIZE(mm) SIEVE METRIC SIEVE ACCUM WT ACCUM.% ACCUM.% G.BORROW CITY OF SEATTLE G.B-FILL-WALLS SIZE SIZE(mm) RETAINED RETAINED PASSING 9-03.140) TYPE17 9-03.12(2) 411 100.0 0.00 0.0 100.0 t/ 100 3" 75.0 0.00 0.0 100.0 95-100 2 1/2" 62.5 0.00 0.0 100.0 211 50.0 0.00 0.0 100.0 75-100 75-100 1 1/4" 31.3 0.00 0.0 100.0 Iff 25.0 592.60 5.8 94.2 3/4" 19.0 1013.30 9.9 90.1 3/8" 9.5 3076.10 30.0 70.0 1/4" 6.3 4010.80 39.1 60.9 44 4.75 4570.80 44.5 55.5 V 50-80 24-71 22-66 #16 1.18 431.1 69.8 30.2 #40 0.425 702.1 85.7 14.3 ✓ 0-30 #100 0.150 835.5 93.5 6.5 1 1 WET#200 0.075 889.4 96.7 3.3 0-7 0-5 0-5 r.= 945.7 SAMPLE WT 10262.50 50 Min 60 Min 60 Min S.E.= 72 GRAPH REPRESENTS SPECIFICATION IN FIR! Aggregate CADMAN e) Black Diamond 4,. 1/2"3/8" #4 #8 #200 t 10.0 1.0 0.1 0.0 GRAIN SIZE(mm) U.S.SIEVE: METRIC SIEVE ACCUM.WT. ACCUM % ACCUM % SPECIFICATION SIZE SIZE mm RETAINED RETAINED PASSING C.O.S.Type 26 9/30/2014 3/4" 19.0 0.0 0.0 100.0 100 1/2" 12.5 0.0 0.0 100.0 A511 1/4" 6.25 614.0 31.2 68.8 Codey #4 4.75 977.3 49.7 50.3 v 28-56 Codey #8 2.36 1278.5 65.0 35.0 20-50 #50 0.30 1826.8 92.8 7.2 3.-12 #200 0.075 1 1952.9 99.2 1 0.8 0-1 INITIAL 1968.3 DRY WT Transmittal Letter BFtG& ZUCAVAT13CO 11fC. 6622-t 12th St.E •PUYALLUP,WA 98373•(253)770-3844 FAX(253)770-3845 Date Job Number 4/24/15 SW P-27-3658 Attention To: City of Renton Allen Quynn RE: Sunset Terrace Regional Stormwater Facility Project Submittal#005 Phone: Fax: We Transmit: Attached ❑Under Separate Cover Via the following items: Copies Dated Description 1 4/24/15 SWPPP These are Transmitted as Checked Below: For Approval [:]Approved as Submitted ❑ Resubmit copies for approval ❑ For Your Action ❑Approved as Noted ❑ Submit copies for distribution ❑As Requested ❑Returned for Corrections ❑ Return corrected prints ❑ For Review and Comment ❑For Your Information ❑ ❑ Return Comments By Remarks: Copy To: From: Jason Duke Phone: 425-283-6653 Construction Stormwater General Permit Stormwater Pollution Prevention Plan (SWPPP) for Sunset Terrace Regional Stromwater Facility Project Prepared for: The Washington State Department of Ecology Northwest Office Permittee/ Owner Developer Operator/ Contractor Olson Brothers Excavating City of Renton Olson Brothers Excavating, Inc. / City of Renton Inc. 2790 NE loth St Update as necessary. Certified Erosion and Sediment Control Lead (CESCL) Name Organization Contact Phone Number Jared Rinehart OBE 253-306-0789 SWPPP Prepared By Name Organization Contact Phone Number Jason Duke OBE 425-283-6653 SWPPP Preparation Date 4/23/15 Project Construction Dates Activity/ Phase Start Date End Date Construction 5/4/15 7/30/15 Table of Contents 1 Project Information.............................................................................................................. 4 1.1 Existing Conditions ...................................................................................................... 4 1.2 Proposed Construction Activities.................................................................................. 4 2 Construction Stormwater Best Management Practices (BMPs)........................................... 6 2.1 The 12 Elements.......................................................................................................... 6 2.1.1 Element 1: Preserve Vegetation / Mark Clearing Limits ........................................ 6 2.1.2 Element 2: Establish Construction Access............................................................ 7 2.1.3 Element 3: Control Flow Rates ............................................................................. 8 2.1.4 Element 4: Install Sediment Controls .................................................................... 9 2.1.5 Element 5: Stabilize Soils ....................................................................................10 2.1.6 Element 6: Protect Slopes....................................................................................12 2.1.7 Element 7: Protect Drain Inlets ............................................................................13 2.1.8 Element 8: Stabilize Channels and Outlets ..........................................................14 2.1.9 Element 9: Control Pollutants...............................................................................15 2.1.10 Element 10: Control Dewatering ..........................................................................18 2.1.11 Element 11: Maintain BMPs.................................................................................19 2.1.12 Element 12: Manage the Project..........................................................................20 3 Pollution Prevention Team.................................................................................................21 4 Monitoring and Sampling Requirements ............................................................................22 4.1 Site Inspection ............................................................................................................22 4.2 Stormwater Quality Sampling......................................................................................22 4.2.1 Turbidity Sampling...............................................................................................22 4.2.2 pH Sampling ........................................................................................................24 5 Discharges to 303(d) or Total Maximum Daily Load (TMDL) Waterbodies .........................25 5.1 303(d) Listed Waterbodies..........................................................................................25 5.2 TMDL Waterbodies.....................................................................................................25 6 Reporting and Record Keeping..........................................................................................26 6.1 Record Keeping..........................................................................................................26 6.1.1 Site Log Book ......................................................................................................26 6.1.2 Records Retention...............................................................................................26 6.1.3 Updating the SWPPP...........................................................................................26 6.2 Reporting....................................................................................................................27 6.2.1 Discharge Monitoring Reports..............................................................................27 6.2.2 Notification of Noncompliance..............................................................................27 11 List of Tables Table 1 — Summary of Site Pollutant Constituents................................................................ 4 Table2 — Pollutants ................................................................................................................15 Table 3 — pH-Modifying Sources............................................................................................16 Table4— Dewatering BMPs....................................................................................................18 Table5— Management............................................................................................................20 Table 6— BMP Implementation Schedule.................................... Error! Bookmark not defined. Table 7 —Team Information....................................................................................................21 Table 8 —Turbidity Sampling Method....................................................................................22 Table 9 — pH Sampling Method ..............................................................................................24 List of Appendices Appendix/Glossary A. Site Map B. BMP Detail C. Correspondence D. Site Inspection Form E. Construction Stormwater General Permit (CSWGP) F. Error! Reference source not found. G. Error! Reference source not found. H. Error! Reference source not found. � 2 List of Acronyms and Abbreviations Acronym /Abbreviation Explanation 303(d) Section of the Clean Water Act pertaining to Impaired Waterbodies BFO Bellingham Field Office of the Department of Ecology BMP(s) Best Management Practice(s) CESCL Certified Erosion and Sediment Control Lead COz Carbon Dioxide CRO Central Regional Office of the Department of Ecology CSWGP Construction Stormwater General Permit CWA Clean Water Act DMR Discharge Monitoring Report DO Dissolved Oxygen Ecology Washington State Department of Ecology EPA United States Environmental Protection Agency ERO Eastern Regional Office of the Department of Ecology ERTS Environmental Report Tracking System ESC Erosion and Sediment Control GUILD General Use Level Designation NPDES National Pollutant Discharge Elimination System NTU Nephelometric Turbidity Units NWRO Northwest Regional Office of the Department of Ecology pH Power of Hydrogen RCW Revised Code of Washington SPCC Spill Prevention, Control, and Countermeasure sU Standard Units SWMMEW Stormwater Management Manual for Eastern Washington SWMMWW Stormwater Management Manual for Western Washington SWPPP Stormwater Pollution Prevention Plan TESC Temporary Erosion and Sediment Control SWRO Southwest Regional Office of the Department of Ecology TMDL Total Maximum Daily Load VFO Vancouver Field Office of the Department of Ecology WAC Washington Administrative Code WSDOT Washington Department of Transportation WWHM Western Washington Hydrology Model 13 I Project Information Project/Site Name: Sunset Terrace Regional Stormwater Facility Street/Location: 2790 NE 101h St City: Renton State: WA Zip code: 98055 Subdivision: Receiving waterbody: Johns Creek 1.1 Existing Conditions Total acreage (including support activities such as off-site equipment staging yards, material storage areas, borrow areas). Total acreage: 1.2 Disturbed acreage: 1.2 Existing structures: None Landscape Flat topography: Drainage patterns: Away from site through storm drains Existing Vegetation: None Critical Areas (wetlands, streams, high erosion none risk, steep or difficult to stabilize slopes): List of known impairments for 303(d) listed or Total Maximum Daily Load (TMDL)for the receiving waterbody: none Table 1 includes a list of suspected and/or known contaminants associated with the construction activity. List all known or suspected contaminants associated with this site in Table 1. Include contaminants previously remediated. Table 1 —Summary of Site Pollutant Constituents Constituent Location Depth Concentration (Pollutant) 1.2 Proposed Construction Activities Description of site development (example: subdivision): Construct storm water ponds and install associated storm water drainage system Description of construction activities (example: site preparation, demolition, excavation): 14 Excavation and trenching Description of site drainage including flow from and onto adjacent properties. Must be consistent with Site Map in Appendix A: Site is flat, storm water flows away from site through existing storm system Description of final stabilization (example: extent of revegetation, paving, landscaping): Ponds will be landscaped and exposed dirt will be hydroseeded Contaminated Site Information: Proposed activities regarding contaminated soils or groundwater (example: on-site treatment system, authorized sanitary sewer discharge): none � 5 2 Construction Stormwater Best Management Practices (BMPs) The SWPPP is a living document reflecting current conditions and changes throughout the life of the project. These changes may be informal (i.e., hand-written notes and deletions). Update the SWPPP when the CESCL has noted a deficiency in BMPs or deviation from original design. 2.1 The 12 Elements 2.1.1 Element 1: Preserve Vegetation / Mark Clearing Limits The clearing and construction limits are defined by the back of sidewalk, these limits will be further defined using high visibility fence. List and describe BMPs: BMP C103 High Visibility Fence Installation Schedules: May 41n Inspection and Maintenance plan: The HV fence will be inspected daily and maintained as needed. Responsible Staff: Foreman and CESCL 16 2.1.2 Element 2: Establish Construction Access Dust and vehicle track out will be minimized by watering the site as necessary, installing a quarry spall construction access, keeping vehicles on the existing asphalt and sweeping debris from the pavement. List and describe BMPs: C105 Stabilized Construction Entrance, C140 Dust Control, Installation Schedules: May 4tn Inspection and Maintenance plan: Construction access will be inspected daily and maintained as needed Responsible Staff: Foreman and CESCL 17 2.1.3 Element 3: Control Flow Rates This construction project should not affect flow rates. If necessary sediment traps can be used. Will you construct stormwater retention and/or detention facilities? ❑ Yes❑ No Will you use permanent infiltration ponds or other low impact development (example: rain gardens, bio-retention, porous pavement) to control flow during construction? ❑ Yes❑ No List and describe BMPs: BMP C240 Sediment Trap Installation Schedules: If required Inspection and Maintenance plan: If installed sediment traps will be inspected and maintained daily. Responsible Staff: Foreman and CESCL 18 2.1.4 Element 4: Install Sediment Controls Sediment should not be discharged from the site. The site is flat and naturally infiltrates storm water. Silt fence will be installed on the downhill side of the project which will further minimize the possibility of sediment discharge. In the event that sediment migrates towards the existing storm system straw wattles will be used to redirect the flow and the sediment will be removed from the street immediately. List and describe BMPs: BMP C233 Silt Fence, BMP, C235 Installation Schedules: May 4tn Inspection and Maintenance plan: Sediment controls will be inspected daily and maintenance will be performed as needed. Responsible Staff: Foreman and CESCL � 9 2.1.5 Element 5: Stabilize Soils Unworked soils will be stabilized with the following:, visqueen, straw, BFM or mulch Stockpiles will be covered with visqueen which is secured using rope and sandbags. Hard surfaces or vegetation will not be removed until the work in those areas is ready to be performed and completed. There are no steep slopes on the site. LGP equipment will be used to prevent unnecessary compaction. The site does not contain known contaminates. Unworked soils will be stabilized no later than the time frame described below. West of the Cascade Mountains Crest Season Dates Number of Days Soils Can be Left Exposed During the Dry Season May 1 — September 30 7 days During the Wet Season October 1 —April 30 2 days Soils must be stabilized at the end of the shift before a holiday or weekend if needed based on the weather forecast. Anticipated project dates: Start date: 5/4/15 End date: 7/30/15 Will you construct during the wet season? ❑ Yes® No List and describe BMPs: C120 Temporary and Permanent Seeding, C121 Mulching, C123 Plastic Covering Installation Schedules: Starting on May 4th and as necessary Inspection and Maintenance plan: Soil stabilization will be monitored daily and maintained as necessary. Responsible Staff: Foreman and CESCL 1 10 2.1.6 Element 6: Protect Slopes West of the Cascade Mountains Crest Slopes will be protected using visqueen. The toe of the designed slopes is well below the storm water inlets. Any rain water that accumulates in the excavation will infiltrate into the soil. Scouring will be prevent with the use of visqueen. Will steep slopes be present at the site during construction? ❑ Yes® No List and describe BMPs: C123 Plastic Covering Installation Schedules: Starting May 4ch and as needed Inspection and Maintenance plan: Slopes will be monitored daily and slope protection will be maintained as needed. Responsible Staff: Foreman and CESCL 1 12 2.1.7 Element 7: Protect Drain Inlets Drain inlets will be protected using storm drain inlet protection. Inlet protection will be inspected and cleaned after a storm event or on a weekly basis. List and describe BMPs: BMP C220 Storm Drain Inlet Protection Installation Schedules: May 411 Inspection and Maintenance plan: After a storm event or on a weekly basis. Responsible Staff: Foreman and CESCL 1 13 2.1.8 Element 8: Stabilize Channels and Outlets Site runoff will not increase from construction, no channels are to be constructed. Provide stabilization, including armoring material, adequate to prevent erosion of outlets, adjacent stream banks, slopes, and downstream reaches, will be installed at the outlets of all conveyance systems. List and describe BMPs: N/A Installation Schedules: Inspection and Maintenance plan.- Responsible Staff: 1 14 2.1.9 Element 9: Control Pollutants The following pollutants are anticipated to be present on-site: Table 2 — Pollutants Pollutant (List pollutants and source, if applicable) Diesel Gasoline Hydraulic Fluid Concrete Oil 2.1.10 All pollutants including waste material and demolition debris will be disposed at a permitted disposal facility. Any concrete handling or sawcutting will adhere to BMP C151 and BMP C152 respectively. Concrete debris stockpiled onsite will be covered with plastic when a rain event is anticipated. All chemicals will be stored in the onsite locked container. Liquids will be placed in a kiddy pool inside of this container. List and describe BMPs: BMP C151 Concrete Handling, BMP C152 Sawcutting and Surfacing Pollution Prevention Installation Schedules: May 4tn Inspection and Maintenance plan: The site will be inspected daily and maintained as necessary Responsible Staff: Foreman and CESCL Will maintenance, fueling, and/or repair of heavy equipment and vehicles occur on-site? ® Yes❑ No Spill prevention and control measures will be followed per the Spill Control plan The total volume of fuel that will be onsite is approximately 500 gallons. This fuel is stored in factory made double walled equipment fuel tanks. List and describe BMPs: Installation Schedules: Inspection and Maintenance plan: 1 15 Responsible Staff: Will wheel wash or tire bath system BMPs be used during construction? ❑ Yes® No If yes, provide disposal methods for wastewater generated by BMPs. If discharging to the sanitary sewer, include the approval letter from your local sewer district under Correspondence in Appendix C. List and describe BMPs: Installation Schedules: Inspection and Maintenance plan: Responsible Staff: Will pH-modifying sources be present on-site? ❑ Yes❑ No If yes, check the source(s). Table 3 — pH-Modifying Sources ❑ None ® Bulk cement ❑ Cement kiln dust ® Fly ash ® Other cementitious materials ❑ New concrete washing or curing waters ® Waste streams generated from concrete grinding and sawing ❑ Exposed aggregate processes ❑ Dewatering concrete vaults ® Concrete pumping and mixer washout waters ❑ Recycled concrete ❑ Other(i.e., calcium lignosulfate) [please describe: ] Describe BMPs you will use to prevent pH-modifying sources from contaminating stormwater .. List and describe BMPs: Installation Schedules: Inspection and Maintenance plan: Responsible Staff: Adjust pH of stormwater if outside the range of 6.5 to 8.5 su. 1 16 Obtain written approval from Ecology before using chemical treatment with the exception of COz or dry ice to modify pH. Concrete trucks must not be washed out onto the ground, or into storm drains, open ditches, streets, or streams. Excess concrete must not be dumped on-site, except in designated concrete washout areas with appropriate BMPs installed. 1 17 2.1.11 Element 10: Control Dewatering No dewatering is anticipated [Insert text here] Check treatment of disposal option for dewatering water, if applicable: Table 4— Dewatering BMPs ❑ Infiltration ❑ Transport off-site in a vehicle (vacuum truck for legal disposal) ❑ Ecology-approved on-site chemical treatment or other suitable treatment technologies ❑ Sanitary or combined sewer discharge with local sewer district approval (last resort) ❑ Use of sedimentation bag with discharge to ditch or swale (small volumes of localized dewatering) List and describe BMPs: Installation Schedules: Inspection and Maintenance plan: Responsible Staff: 1 18 2.1.12 Element 11 : Maintain BMPs This section is a list of permit requirements and does not have to be filled out. All temporary and permanent Erosion and Sediment Control (ESC) BMPs shall be maintained and repaired as needed to ensure continued performance of their intended function. Maintenance and repair shall be conducted in accordance with each particular BMP specification (see Volume 11 of the SWMMWW or Chapter 7 of the SWMMEW). Visual monitoring of all BMPs installed at the site will be conducted at least once every calendar week and within 24 hours of any stormwater or non-stormwater discharge from the site. If the site becomes inactive and is temporarily stabilized, the inspection frequency may be reduced to once every calendar month. All temporary ESC BMPs shall be removed within 30 days after final site stabilization is achieved or after the temporary BMPs are no longer needed. Trapped sediment shall be stabilized on-site or removed. Disturbed soil resulting from removal of either BMPs or vegetation shall be permanently stabilized. Additionally, protection must be provided for all BMPs installed for the permanent control of stormwater from sediment and compaction. BMPs that are to remain in place following completion of construction shall be examined and restored to full operating condition. If sediment enters these BMPs during construction, the sediment shall be removed and the facility shall be returned to conditions specified in the construction documents. 19 2.1.13 Element 12: Manage the Project The project will be managed based on the following principles: • Projects will be phased to the maximum extent practicable and seasonal work limitations will be taken into account. • Inspection and monitoring: o Inspection, maintenance and repair of all BMPs will occur as needed to ensure performance of their intended function. o Site inspections and monitoring will be conducted in accordance with Special Condition S4 of the CSWGP. Sampling locations are indicated on the Site Map. Sampling station(s) are located in accordance with applicable requirements of the CSWGP. • Maintain an updated SWPPP. o The SWPPP will be updated, maintained, and implemented in accordance with Special Conditions S3, S4, and S9 of the CSWGP. As site work progresses the SWPPP will be modified routinely to reflect changing site conditions. The SWPPP will be reviewed monthly to ensure the content is current. Check all the management BMPs that apply at your site: Table 5— Management ❑ Design the project to fit the existing topography, soils, and drainage patterns ® Emphasize erosion control rather than sediment control ® Minimize the extent and duration of the area exposed ❑ Keep runoff velocities low ® Retain sediment on-site ❑ Thoroughly monitor site and maintain all ESC measures ® Schedule major earthwork during the dry season ❑ Other(please describe) 20 3 Pollution Prevention Team Table 7 —Team Information Title Name(s) Phone Number Certified Erosion and Jared Rinehart 253-306-0789 Sediment Control Lead (CESCL) Resident Engineer Allen Quynn 425-430-7247 Emergency Ecology Northwest Region 425-649-7000 Contact Emergency Permittee/ Jason Duke 425-283-6653 Owner Contact Non-Emergency Owner Allen Quynn 425-430-7274 Contact Monitoring Personnel Jared Rienhart 253-306-0789 Ecology Regional Office Northwest Region 425-649-7000 11 121 4 Monitoring and Sampling Requirements Monitoring includes visual inspection, sampling for water quality parameters of concern, and documentation of the inspection and sampling findings in a site log book. A site log book will be maintained for all on-site construction activities and will include: • A record of the implementation of the SWPPP and other permit requirements • Site inspections • Stormwater sampling data File a blank form under Appendix D. The site log book must be maintained on-site within reasonable access to the site and be made available upon request to Ecology or the local jurisdiction. Numeric effluent limits may be required for certain discharges to 303(d) listed waterbodies. See CSWGP Special Condition S8 and Section 5 of this template. 4.1 Site Inspection Site inspections will be conducted at least once every calendar week and within 24 hours following any discharge from the site. For sites that are temporarily stabilized and inactive, the required frequency is reduced to once per calendar month. The discharge point(s) are indicated on the Site Map (see Appendix A) and in accordance with the applicable requirements of the CSWGP. 4.2 Stormwater Quality Sampling 4.2.1 Turbidity Sampling Requirements include calibrated turbidity meter or transparency tube to sample site discharges for compliance with the CSWGP. Sampling will be conducted at all discharge points at least once per calendar week. Method for sampling turbidity: Check the analysis method you will use: Table 8 —Turbidity Sampling Method ® Turbidity Meter/Turbidimeter(required for disturbances 5 acres or greater in size) ❑ Transparency Tube (option for disturbances less than 1 acre and up to 5 acres in size) The benchmark for turbidity value is 25 nephelometric turbidity units (NTU) and a transparency less than 33 centimeters. 122 If the discharge's turbidity is 26 to 249 NTU or the transparency is less than 33 cm but equal to or greater than 6 cm, the following steps will be conducted: 1. Review the SWPPP for compliance with Special Condition S9. Make appropriate revisions within 7 days of the date the discharge exceeded the benchmark. 2. Immediately begin the process to fully implement and maintain appropriate source control and/or treatment BMPs as soon as possible. Address the problems within 10 days of the date the discharge exceeded the benchmark. If installation of necessary treatment BMPs is not feasible within 10 days, Ecology may approve additional time when the Permittee requests an extension within the initial 10-day response period. 3. Document BMP implementation and maintenance in the site log book. If the turbidity exceeds 250 NTU or the transparency is 6 cm or less at any time, the following steps will be conducted: 1. Telephone the applicable Ecology Region's Environmental Report Tracking System (ERTS) number within 24 hours. • Central Region (Benton, Chelan, Douglas, Kittitas, Klickitat, Okanogan, Yakima): (509) 575-2490 • Eastern Region (Adams, Asotin, Columbia, Ferry, Franklin, Garfield, Grant, Lincoln, Pend Oreille, Spokane, Stevens, Walla Walla, Whitman): (509) 329-3400 • Northwest Region (King, Kitsap, Island, San Juan, Skagit, Snohomish, Whatcom): (425) 649-7000 • Southwest Region (Clallam, Clark, Cowlitz, Grays Harbor, Jefferson, Lewis, Mason, Pacific, Pierce, Skamania, Thurston, Wahkiakum,): (360) 407-6300 2. Immediately begin the process to fully implement and maintain appropriate source control and/or treatment BMPs as soon as possible. Address the problems within 10 days of the date the discharge exceeded the benchmark. If installation of necessary treatment BMPs is not feasible within 10 days, Ecology may approve additional time when the Permittee requests an extension within the initial 10-day response period 3. Document BMP implementation and maintenance in the site log book. 4. Continue to sample discharges daily until one of the following is true: • Turbidity is 25 NTU (or lower). • Transparency is 33 cm (or greater). • Compliance with the water quality limit for turbidity is achieved. 0 1 - 5 NTU over background turbidity, if background is less than 50 NTU 0 1% - 10% over background turbidity, if background is 50 NTU or greater • The discharge stops or is eliminated. 23 4.2.2 pH Sampling pH monitoring is required for "Significant concrete work" (i.e., greater than 1000 cubic yards poured or recycled concrete over the life of the project). The use of engineered soils (soil amendments including but not limited to Portland cement-treated base [CTB], cement kiln dust [CKD] or fly ash) also requires pH monitoring. For significant concrete work, pH sampling will start the first day concrete is poured and continue until it is cured, typically three (3) weeks after the last pour. For engineered soils, pH sampling begins when engineered soils are first exposed to precipitation and continues until the area is fully stabilized. If the measured pH is 8.5 or greater, the following measures will be taken: 1. Prevent high pH water from entering storm sewer systems or surface water. 2. Adjust or neutralize the high pH water to the range of 6.5 to 8.5 su using appropriate technology such as carbon dioxide (CO2) sparging (liquid or dry ice). 3. Written approval will be obtained from Ecology prior to the use of chemical treatment other than CO2 sparging or dry ice. Method for sampling pH: Check the analysis method you will use: Table 9 — pH Sampling Method ® pH meter ❑ pH test kit ❑ Wide range pH indicator paper 1 24 5 Discharges to 303(d) or Total Maximum Daily Load (TMDL) Waterbodies 5.1 303(d) Listed Waterbodies Circle the applicable answer, if necessary: Is the receiving water 303(d) (Category 5) listed for turbidity, fine sediment, phosphorus, or pH? ❑ Yes® No List the impairment(s): If yes, discharges must comply with applicable effluent limitations in S&C and S&D of the CWWGP. 5.2 TMDL Waterbodies Waste Load Allocation for CWSGP discharges: Describe the method(s)for TMDL compliance: List and describe BMPs: Discharges to TMDL receiving waterbodies will meet in-stream water quality criteria at the point of discharge. The Construction Stormwater General Permit Proposed New Discharge to an Impaired Water Body form is included in Appendix F. 1 25 6 Reporting and Record Keeping 6.1 Record Keeping This section does not need to be filled out. It is a list of reminders for the permittee. 6.1.1 Site Log Book A site log book will be maintained for all on-site construction activities and will include: • A record of the implementation of the SWPPP and other permit requirements • Site inspections • Sample logs 6.1.2 Records Retention Records will be retained during the life of the project and for a minimum of three (3) years following the termination of permit coverage in accordance with Special Condition S5.0 of the CSWGP. Permit documentation to be retained on-site: • CSWGP • Permit Coverage Letter • SWPPP • Site Log Book Permit documentation will be provided within 14 days of receipt of a written request from Ecology. A copy of the SWPPP or access to the SWPPP will be provided to the public when requested in writing in accordance with Special Condition S5.G.2.b of the CSWGP. 6.1.3 Updating the SWPPP The SWPPP will be modified if: • Found ineffective in eliminating or significantly minimizing pollutants in stormwater discharges from the site. • There is a change in design, construction, operation, or maintenance at the construction site that has, or could have, a significant effect on the discharge of pollutants to waters of the State. The SWPPP will be modified within seven (7) days if inspection(s) or investigation(s) determine additional or modified BMPs are necessary for compliance. An updated timeline for BMP implementation will be prepared. 126 6.2 Reporting 6.2.1 Discharge Monitoring Reports Select and retain applicable paragraph. Cumulative soil disturbance is less than one (1) acre; therefore, Discharge Monitoring Reports (DMRs) will not be submitted to Ecology because water quality sampling is not being conducted at the site. Or Cumulative soil disturbance is one (1) acre or larger; therefore, Discharge Monitoring Reports (DMRs) will be submitted to Ecology monthly. If there was no discharge during a given monitoring period the DMR will be submitted as required, reporting "No Discharge". The DMR due date is fifteen (15) days following the end of each calendar month. DMRs will be reported online through Ecology's WQWebDMR System. 6.2.2 Notification of Noncompliance If any of the terms and conditions of the permit is not met, and the resulting noncompliance may cause a threat to human health or the environment, the following actions will be taken: 1. Ecology will be immediately notified of the failure to comply by calling the applicable Regional office ERTS phone number(Regional office numbers listed below). 2. Immediate action will be taken to prevent the discharge/pollution or otherwise stop or correct the noncompliance. If applicable, sampling and analysis of any noncompliance will be repeated immediately and the results submitted to Ecology within five (5) days of becoming aware of the violation. 3. A detailed written report describing the noncompliance will be submitted to Ecology within five (5) days, unless requested earlier by Ecology. Specific information to be included in the noncompliance report is found in Special Condition S5.F.3 of the CSWGP. Anytime turbidity sampling indicates turbidity is 250 NTUs or greater, or water transparency is 6 cm or less, the Ecology Regional office will be notified by phone within 24 hours of analysis as required by Special Condition S5.A of the CSWGP. • Central Region at (509) 575-2490 for Benton, Chelan, Douglas, Kittitas, Klickitat, Okanogan, or Yakima County • Eastern Region at (509) 329-3400 for Adams, Asotin, Columbia, Ferry, Franklin, Garfield, Grant, Lincoln, Pend Oreille, Spokane, Stevens, Walla Walla, or Whitman County 27 • Northwest Region at (425) 649-7000 for Island, King, Kitsap, San Juan, Skagit, Snohomish, or Whatcom County • Southwest Region at (360) 407-6300 for Clallam, Clark, Cowlitz, Grays Harbor, Jefferson, Lewis, Mason, Pacific, Pierce, Skamania, Thurston, or Wahkiakum Include the following information: 1. Your name and / Phone number 2. Permit number 3. City/ County of project 4. Sample results 5. Date /Time of call 6. Date /Time of sample 7. Project name In accordance with Special Condition S4.D.5.b of the CSWGP, the Ecology Regional office will be notified if chemical treatment other than COz sparging is planned for adjustment of high pH water. 28 Appendix/Glossary A. Site Map The site map must meet the requirements of Special Condition S9.E of the CSWGP B. BMP Detail Insert BMPs specification sheets here. Download BMPs from the Ecology Construction Stormwater website at: http://www.ecy.wa.gov/programs/wq/stormwater/construction/index.html Select Resources and Guidance to find the links to the Stormwater Manuals. C. Correspondence Ecology EPA Local Government D. Site Inspection Form Create your own or download Ecology's template: http://www.ecy.wa.gov/programs/wq/stormwater/construction/index.htmi Select Permit, Forms and Application to find the link to the Construction Stormwater Site Inspection Form. E. Construction Stormwater General Permit (CSWGP) Download the CSWGP: http://www.ec .wa.goviDroarams/wq/stormwater/construction/index.htmi 29 `i ram►y �r'r-N ��.Ii�� r►�.� A i�*Vl NV. 0 \� �• � it ILM we ki '�..a✓ECG" `� ��, © ®;'= �- � , ' fir► t � .. � _ Construction Stormwater Site Inspection Form Project Name Permit # Inspection Date Time Name of Certified Erosion Sediment Control Lead (CESCL) or qualified inspector if less than one acre Print Name: Approximate rainfall amount since the last inspection (in inches): Approximate rainfall amount in the last 24 hours (in inches): Current Weather Clear ❑ Cloudy Mist ❑ Rain ❑ Wind ❑ Fog ❑ A.Type of inspection: Weekly Post Storm Event ❑ Other B. Phase of Active Construction (check all that apply): Pre Construction/installation of erosion/sediment Clearing/Demo/Grading Infrastructure/storm/roads controls Concrete pours Vertical Utilities Construction/buildings Offsite improvements Site temporary stabilized Final stabilization C. Questions: 1. Were all areas of construction and discharge points inspected? Yes _ No 2. Did you observe the presence of suspended sediment,turbidity, discoloration, or oil sheen Yes _ No 3. Was a water quality sample taken during inspection? (refer to permit conditions S4&S5) Yes _ No 4. Was there a turbid discharge 250 NTU or greater, or Transparency 6 cm or less?* Yes _ No S. If yes to#4 was it reported to Ecology? Yes _ No 6. Is pH sampling required? pH range required is 6.5 to 8.5. Yes No If answering yes to a discharge, describe the event. Include when, where, and why it happened; what action was taken, and when. *If answering yes to#4 record NTU/Transparency with continual sampling daily until turbidity is 25 NTU or less/transparency is 33 cm or greater. Sampling Results: Date: Parameter Method (circle one) Result Other/Note NTU cm I pH Turbidity tube, meter, laboratory pH Paper, kit, meter Page 1 Construction Stormwater Site Inspection Form D. Check the observed status of all items. Provide "Action Required "details and dates. Element # Inspection BMPs BMP needs BMP Action Inspected maintenance failed required yes no n/a (describe in section F) 1 Before beginning land disturbing Clearing activities are all clearing limits, Limits natural resource areas (streams, wetlands, buffers, trees) protected with barriers or similar BMPs? (high visibility recommended) 2 Construction access is stabilized Construction with quarry spalls or equivalent Access BMP to prevent sediment from being tracked onto roads? Sediment tracked onto the road way was cleaned thoroughly at the end of the day or more frequent as necessary. 3 Are flow control measures installed Control Flow to control stormwater volumes and Rates velocity during construction and do they protect downstream properties and waterways from erosion? If permanent infiltration ponds are used for flow control during construction, are they protected from siltation? 4 All perimeter sediment controls Sediment (e.g. silt fence, wattles, compost Controls socks, berms, etc.) installed, and maintained in accordance with the Stormwater Pollution Prevention Plan (SWPPP). Sediment control BMPs (sediment ponds, traps, filters etc.) have been constructed and functional as the first step of grading. Stormwater runoff from disturbed areas is directed to sediment removal BMP. S Have exposed un-worked soils Stabilize been stabilized with effective BMP Soils to prevent erosion and sediment deposition? Page 2 Construction Stormwater Site Inspection Form Element # Inspection BMPs BMP needs BMP Action Inspected maintenance failed required yes no n/a (describe in section F) S Are stockpiles stabilized from erosion, Stabilize Soils protected with sediment trapping Cont. measures and located away from drain inlet,waterways, and drainage channels? Have soils been stabilized at the end of the shift, before a holiday or weekend if needed based on the weather forecast? Has stormwater and ground water 6 been diverted away from slopes and Protect disturbed areas with interceptor dikes, Slopes pipes and or swales? Is off-site storm water managed separately from stormwater generated on the site? Is excavated material placed on uphill side of trenches consistent with safety and space considerations? Have check dams been placed at regular intervals within constructed channels that are cut down a slope? 7 Storm drain inlets made operable Drain Inlets during construction are protected. Are existing storm drains within the influence of the project protected? 8 Have all on-site conveyance channels Stabilize been designed,constructed and Channel and stabilized to prevent erosion from Outlets expected peak flows? Is stabilization, including armoring material,adequate to prevent erosion of outlets,adjacent stream banks, slopes and downstream conveyance systems? 9 Are waste materials and demolition Control debris handled and disposed of to Pollutants prevent contamination of stormwater? Has cover been provided for all chemicals, liquid products, petroleum products, and other material? Has secondary containment been provided capable of containing 110% of the volume? Were contaminated surfaces cleaned erimmediately after a spill incident? e used to prevent contamination of stormwater by a pH modifying sources? Page 3 Construction Stormwater Site Inspection Form Element # Inspection BMPs BMP needs BMP Action Inspected maintenance failed required yes no n/a (describe in section F) 9 Wheel wash wastewater is handled Cont. and disposed of properly. 10 Concrete washout in designated areas. Control No washout or excess concrete on the Dewatering ground. Dewatering has been done to an approved source and in compliance with the SWPPP. Were there any clean non turbid dewatering discharges? 11 Are all temporary and permanent Maintain erosion and sediment control BMPs BMP maintained to perform as intended? 12 Has the project been phased to the Manage the maximum degree practicable? Project Has regular inspection, monitoring and maintenance been performed as required by the permit? Has the SWPPP been updated, implemented and records maintained? E. Check all areas that have been inspected. ✓ All in place BMPs ❑ All disturbed soils All concrete wash out area ❑ All material storage areas ❑ All discharge locations ❑ All equipment storage areas ❑ All construction entrances/exits ❑ F. Elements checked "Action Required" (section D)describe corrective action to be taken. List the element number; be specific on location and work needed. Document, initial,and date when the corrective action has been completed and inspected. Element Description and Location Action Required Completion Initials # Date Attach additional page if needed Sign the followine certification: "I certify that this report is true, accurate, and complete, to the best of my knowledge and belief" Inspected by: (print) (Signature) Date: Title/Qualification of Inspector: Page 4 Issuance Date: December 1, 2010 Effective Date: January 1, 2011 Expiration Date: December 31, 2015 CONSTRUCTION. STORMWATER GENERAL PERMIT National Pollutant Discharge Elimination System (NPDES) and State Waste Discharge General Permit for Stormwater Discharges Associated with Construction Activity State of Washington Department of Ecology Olympia, Washington 98504 In compliance with the provisions of Chapter 90.48 Revised Code of Washington (State of Washington Water Pollution Control Act) and Title 33 United States Code, Section 1251 et seq. The Federal Water Pollution Control Act(The Clean Water Act) " Until this permit expires, is modified or revoked, Permittees that have properly obtained coverage under this general permit are authorized to discharge in accordance with the special and general conditions that follow. e Susewind, P.E., P.G. ater Quality Program Manager Washington State Department of Ecology TABLE OF CONTENTS LISTOF TABLES.......................................................................................................................... 3 SPECIAL CONDITIONS............................................................................................................... 5 S 1. PERMIT COVERAGE........................................................................................................5 S2. APPLICATION REQUIREMENTS ...................................................................................8 S3. COMPLIANCE WITH STANDARDS.............................................................................11 S4. MONITORING REQUIREMENTS..................................................................................12 S5. REPORTING AND RECORDKEEPING REQUIREMENTS .........................................19 S6. PERMIT FEES...................................................................................................................22 ST SOLID AND LIQUID WASTE DISPOSAL ....................................................................22 S8. DISCHARGES TO 303(D) OR TMDL WATER BODIES..............................................22 S9. STORMWATER POLLUTION PREVENTION PLAN...................................................26 S 10. NOTICE OF TERMINATION..........................................................................................34 GENERALCONDITIONS .......................................................................................................... 36 G1. DISCHARGE VIOLATIONS ...........................................................................................36 G2. SIGNATORY REQUIREMENTS.....................................................................................36 G3. RIGHT OF INSPECTION AND ENTRY.........................................................................37 G4. GENERAL PERMIT MODIFICATION AND REVOCATION......................................37 G5. REVOCATION OF COVERAGE UNDER THE PERMIT .............................................37 G6. REPORTING A CAUSE FOR MODIFICATION............................................................38 G7. COMPLIANCE WITH OTHER LAWS AND STATUTES.............................................38 G8. DUTY TO REAPPLY.......................................................................................................38 G9. TRANSFER OF GENERAL PERMIT COVERAGE.......................................................39 G10. REMOVED SUBSTANCES.............................................................................................39 GI 1. DUTY TO PROVIDE INFORMATION...........................................................................39 G12. OTHER REQUIREMENTS OF 40 CFR...........................................................................39 G13. ADDITIONAL MONITORING........................................................................................39 G14. PENALTIES FOR VIOLATING PERMIT CONDITIONS .............................................40 G15. UPSET...............................................................................................................................40 Construction Stormwater General Permit—December 1, 2010 Page 2 G16. PROPERTY RIGHTS........................................................................................................40 G17. DUTY TO COMPLY ........................................................................................................40 G18. TOXIC POLLUTANTS.....................................................................................................41 G19. PENALTIES FOR TAMPERING.....................................................................................41 G20. REPORTING PLANNED CHANGES .............................................................................41 G21. REPORTING OTHER INFORMATION..........................................................................42 G22. REPORTING ANTICIPATED NON-COMPLIANCE.....................................................42 G23. REQUESTS TO BE EXCLUDED FROM COVERAGE UNDER THE PERMIT..........42 G24. APPEALS ..........................................................................................................................42 G25. SEVERABILITY...............................................................................................................43 G26. BYPASS PROHIBITED....................................................................................................43 APPENDIX A—DEFINITIONS.................................................................................................. 46 APPENDIX B—ACRONYMS .................................................................................................... 54 LIST OF TABLES Table 1. Summary of Permit Report Submittals....................................................................... 4 Table 2. Summary of Required On-site Documentation........................................................... 4 Table 3. Summary of Primary Monitoring Requirements ...................................................... 12 Table 4. Monitoring and Reporting Requirements ................................................................. 16 Table 5. Turbidity, Fine Sediment& Phosphorus Sampling and Limits for 303(d)-Listed... 24 Table 6. pH Sampling and Limits for 303(d)-Listed Waters.................................................. 24 Construction Stormwater General Permit—December 1, 2010 Page 3 SUMMARY OF PERMIT REPORT SUBMITTALS Refer to the Special and General Conditions within this permit for additional submittal requirements. Appendix A provides a list of definitions. Appendix B provides a list of acronyms. Table 1. Summary of Permit Report Submittals Permit Submittal Frequency First Submittal Date Section S5.A and High Turbidity/Transparency Phone As Necessary Within 24 hours S8 Reporting S5.13 Discharge Monitoring Report Monthly" Within 15 days of applicable monitoring period S5.F and Noncompliance Notification As necessary Immediately S8 S51 Noncompliance Notification — As necessary Within 5 Days of non- Written Report compliance G2. Notice of Change in Authorization As necessary G6. Permit Application for Substantive As necessary Changes to the Discharge G8. Application for Permit Renewal 1/permit cycle No later than 180 days before expiration G9. Notice of Permit Transfer As necessary G20. Notice of Planned Changes As necessary G22. Reporting Anticipated Non- As necessary compliance SPECIAL NOTE: *Permittees must submit Discharge Monitoring Reports (DMRs) to the Washington State Department of Ecology monthly, regardless of site discharge, for the full duration of permit coverage. Refer to Section S5.B of this General Permit for more specific information regarding DMRs. Table 2. Summary of Required On-site Documentation Document Title Permit Conditions Permit Coverage Letter See Conditions S2, S5 Construction Stormwater General Permit See Conditions S2, S5 Site Log Book See Conditions S4, S5 Stormwater Pollution Prevention Plan (SWPPP) See Conditions S9, S5 Construction Stormwater General Permit—December 1, 2010 Page 4 SPECIAL CONDITIONS S1. PERMIT COVERAGE A. Permit Area This Construction Stormwater General Permit(CSWGP) covers all areas of Washington State, except for federal and Tribal lands as specified in Special Condition S LE.3. B. Operators Required to Seek Coverage Under this General Permit: 1. Operators of the following construction activities are required to seek coverage under this CSWGP: a. Clearing, grading and/or excavation that results in the disturbance of one or more acres and discharges stormwater to surface waters of the State; and clearing, grading and/or excavation on sites smaller than one acre that are part of a larger common plan of development or sale, if the common plan of development or sale will ultimately disturb one acre or more and discharge stormwater to surface waters of the State. i. This includes forest practices (including,but not limited to, class IV conversions) that are part of a construction activity that will result in the disturbance of one or more acres, and discharge to surface waters of the State (that is, forest practices that prepare a site for construction activities); and b. Any size construction activity discharging stormwater to waters of the State that the Department of Ecology( "Ecology"): i. Determines to be a significant contributor of pollutants to waters of the State of Washington. ii. Reasonably expects to cause a violation of any water quality standard. 2. Operators of the following activities are not required to seek coverage under this CSWGP (unless specifically required under Special Condition S I.B.Lb. above): a. Construction activities that discharge all stormwater and non-stormwater to ground water, sanitary sewer, or combined sewer, and have no point source discharge to either surface water or a storm sewer system that drains to surface waters of the State. b. Construction activities covered under an Erosivity Waiver(Special Condition S2.C). c. Routine maintenance that is performed to maintain the original line and grade, hydraulic capacity, or original purpose of a facility. Construction Stormwater General Permit—December 1, 2010 Page 5 C. Authorized Discharges: 1. Stormwater Associated with Construction Activity. Subject to compliance with the terms and conditions of this permit, Permittees are authorized to discharge stormwater associated with construction activity to surface waters of the State or to a storm sewer system that drains to surface waters of the State. (Note that "surface waters of the State" may exist on a construction site as well as off site; for example, a creek running through a site.) 2. Stormwater Associated with Construction Support Activity. This permit also authorizes stormwater discharge from support activities related to the permitted construction site(for example, an on-site portable rock crusher, off-site equipment staging yards, material storage areas, borrow areas, etc.)provided: a. The support activity relates directly to the permitted construction site that is required to have a NPDES permit; and b. The support activity is not a commercial operation serving multiple unrelated construction projects, and does not operate beyond the completion of the construction activity; and c. Appropriate controls and measures are identified in the Stormwater Pollution Prevention Plan(SWPPP) for the discharges from the support activity areas. 3. Non-Stormwater Discharges. The categories and sources of non-stormwater discharges identified below are authorized conditionally, provided the discharge is consistent with the terms and conditions of this permit: a. Discharges from fire-fighting activities. b. Fire hydrant system flushing. c. Potable water, including uncontaminated water line flushing. d. Pipeline hydrostatic test water. e. Uncontaminated air conditioning or compressor condensate. f. Uncontaminated ground water or spring water. g. Uncontaminated excavation dewatering water (in accordance with S9.D.10). h. Uncontaminated discharges from foundation or footing drains. i. Water used to control dust. Permittees must minimize the amount of dust control water used. j. Routine external building wash down that does not use detergents. k. Landscape irrigation water. The SWPPP must adequately address all authorized non-stormwater discharges, except for discharges from fire-fighting activities, and must comply with Special Construction Stormwater General Permit—December 1, 2010 Page 6 Condition S3. At a minimum, discharges from potable water(including water line flushing), fire hydrant system flushing, and pipeline hydrostatic test water must undergo the following: dechlorination to a concentration of 0.1 parts per million (ppm) or less, and pH adjustment to within 6.5 —8.5 standard units (su), if necessary. D. Prohibited Discharges: The following discharges to waters of the State, including ground water, are prohibited. 1. Concrete wastewater. 2. Wastewater from washout and clean-up of stucco, paint, form release oils, curing compounds and other construction materials. 3. Process wastewater as defined by 40 Code of Federal Regulations (CFR) 122.1 (see Appendix A of this permit). 4. Slurry materials and waste from shaft drilling. 5. Fuels, oils, or other pollutants used in vehicle and equipment operation and maintenance. 6. Soaps or solvents used in vehicle and equipment washing. 7. Wheel wash wastewater, unless discharged according to Special Condition S9.D.9.d. 8. Discharges from dewatering activities, including discharges from dewatering of trenches and excavations, unless managed according to Special Condition S9.D.10. E. Limits on Coverage Ecology may require any discharger to apply for and obtain coverage under an individual permit or another more specific general permit. Such alternative coverage will be required when Ecology determines that this CSWGP does not provide adequate assurance that water quality will be protected, or there is a reasonable potential for the project to cause or contribute to a violation of water quality standards. The following stormwater discharges are not covered by this permit: 1. Post-construction stormwater discharges that originate from the site after completion of construction activities and the site has undergone final stabilization. 2. Non-point source silvicultural activities such as nursery operations, site preparation, reforestation and subsequent cultural treatment, thinning,prescribed burning, pest and fire control,harvesting operations, surface drainage, or road construction and maintenance, from which there is natural runoff as excluded in 40 CFR Subpart 122. 3. Stormwater from any federal project or project on federal land or land within an Indian Reservation except for the Puyallup Reservation. Within the Puyallup Construction Stormwater General Permit—December 1, 2010 Page 7 Reservation, any project that discharges to surface water on land held in trust by the federal government may be covered by this permit. 4. Stormwater from any site covered under an existing NPDES in permit in which stormwater management and/or treatment requirements are included for all stormwater discharges associated with construction activity. 5. Stormwater from a site where an applicable Total Maximum Daily Load (TMDL) requirement specifically precludes or prohibits discharges from construction activity. S2. APPLICATION REQUIREMENTS A. Permit Application Forms 1. Notice of Intent Form/Timeline a. Operators of new or previously unpermitted construction activities must submit a complete and accurate permit application (Notice of Intent, or NOI) to Ecology. b. The operator must submit the NOI at least 60 days before discharging stormwater from construction activities and must submit it on or before the date of the first public notice (see Special Condition S2.13 below for details). The 30-day public comment period required by WAC 173-226-130(5)begins on the publication date of the second public notice. Unless Ecology responds to the complete application in writing, based on public comments, or any other relevant factors, coverage under the general permit will automatically commence on the thirty-first day following receipt by Ecology of a completed NOI, or the issuance date of this permit, whichever is later, unless Ecology specifies a later date in writing. c. Applicants who propose to discharge to a storm or sewer system operated by Seattle, King County, Snohomish County, Tacoma, Pierce County, or Clark County must also submit a copy of the NOI to the appropriate jurisdiction. d. If an applicant intends to use a Best Management Practice (BMP) selected on the basis of Special Condition S9.C.4 ("demonstrably equivalent" BMPs), the applicant must notify Ecology of its selection as part of the NOI. In the event the applicant selects BMPs after submission of the NOI, it must provide notice of the selection of an equivalent BMP to Ecology at least 60 days before intended use of the equivalent BMP. e. Permittees must notify Ecology regarding any changes to the information provided on the NOI by submitting an updated NOI. Examples of such changes include, but are not limited to, i. changes to the Permittee's mailing address, ii. changes to the on-site contact person information, and Construction Stormwater General Permit—December 1, 2010 Page 8 iii. changes to the area/acreage affected by construction activity. 2. Transfer of Coverage Form The Permittee can transfer current coverage under this permit to one or more new operators, including operators of sites within a Common Plan of Development, provided the Permittee submits a Transfer of Coverage Form in accordance with General Condition G9. Transfers do not require public notice. B. Public Notice For new or previously unpermitted construction activities, the applicant must publish a public notice at least one time each week for two consecutive weeks, at least 7 days apart, in a newspaper with general circulation in the county where the construction is to take place. The notice must contain: 1. A statement that"The applicant is seeking coverage under the Washington State Department of Ecology's Construction Stormwater NPDES and State Waste Discharge General Permit." 2. The name, address and location of the construction site. 3. The name and address of the applicant. 4. The type of construction activity that will result in a discharge(for example, residential construction, commercial construction, etc.), and the number of acres to be disturbed. 5. The name of the receiving water(s) (that is,the surface water(s)to which the site will discharge), or, if the discharge is through a storm sewer system,the name of the operator of the system. 6. The statement: "Any persons desiring to present their views to the Washington State Department of Ecology regarding this application, or interested in Ecology's action on this application,may notify Ecology in writing no later than 30 days of the last date of publication of this notice. Ecology reviews public comments and considers whether discharges from this project would cause a measurable change in receiving water quality, and, if so, whether the project is necessary and in the overriding public interest according to Tier II antidegradation requirements under WAC 173-201A-320. Comments can be submitted to: Department of Ecology, P.O. Box 47696, Olympia, WA 98504-7696 Attn: Water Quality Program, Construction Stormwater." Construction Stormwater General Permit—December 1, 2010 Page 9 C. Erosivity Waiver Construction site operators may qualify for an erosivity waiver from the CSWGP if the following conditions are met: 1. The site will result in the disturbance of fewer than 5 acres and the site is not a portion of a common plan of development or sale that will disturb 5 acres or greater. 2. Calculation of Erosivity "R" Factor and Regional Timeframe: a. The project's rainfall erosivity factor("R" Factor) must be less than 5 during the period of construction activity, as calculated using either the Texas A&M University online rainfall erosivity calculator at: http://ei.tamu.edu/or EPA's calculator at http://cfpub.epa.gov/npdes/stonnwater/lew/lewcalculator.cfm. The period of construction activity starts when the land is first disturbed and ends with final stabilization. In addition: b. The entire period of construction activity must fall within the following timeframes: i. For sites west of the Cascades Crest: June 15 —September 15. ii. For sites east of the Cascades Crest, excluding the Central Basin: June 15 —October 15. iii. For sites east of the Cascades Crest, within the Central Basin: no additional timeframe restrictions apply. The Central Basin is defined as the portions of Eastern Washington with mean annual precipitation of less than 12 inches. For a map of the Central Basin(Region 2), refer to http://www.ecy.wa.gov/pubs/ecy07O2O2.pdf. 3. Construction site operators must submit a complete Erosivity Waiver certification form at least one week before disturbing the land. Certification must include statements that the operator will: a. Comply with applicable local stormwater requirements; and b. Implement appropriate erosion and sediment control BMPs to prevent violations of water quality standards. 4. This waiver is not available for facilities declared significant contributors of pollutants as defined in Special Condition S I.B.Lb. 5. This waiver does not apply to construction activities which include non- stormwater discharges listed in Special Condition S1.C.3. 6. If construction activity extends beyond the certified waiver period for any reason, the operator must either: a. Recalculate the rainfall erosivity"R" factor using the original start date and a new projected ending date and, if the "R" factor is still under 5 and the entire Construction Stormwater General Permit—December 1, 2010 Page 10 project falls within the applicable regional timeframe in Special Condition S2.C.2.b, complete and submit an amended waiver certification form before the original waiver expires; or b. Submit a complete permit application to Ecology in accordance with Special Condition S2.A and B before the end of the certified waiver period. S3. COMPLIANCE WITH STANDARDS A. Discharges must not cause or contribute to a violation of surface water quality standards (Chapter 173-201 A WAC), ground water quality standards (Chapter 173-200 WAC), sediment management standards (Chapter 173-204 WAC), and human health- based criteria in the National Toxics Rule(40 CFR Part 131.36). Discharges not in compliance with these standards are not authorized. B. Prior to the discharge of stormwater and non-stormwater to waters of the State, the Permittee must apply all known, available, and reasonable methods of prevention, control, and treatment (AKART). This includes the preparation and implementation of an adequate Stormwater Pollution Prevention Plan (SWPPP), with all appropriate BMPs installed and maintained in accordance with the SWPPP and the terms and conditions of this permit. C. Ecology presumes that a Permittee complies with water quality standards unless discharge monitoring data or other site-specific information demonstrates that a discharge causes or contributes to a violation of water quality standards, when the Permittee complies with the following conditions. The Permittee must fully: 1. Comply with all permit conditions, including planning, sampling, monitoring, reporting, and recordkeeping conditions. 2. Implement stormwater BMPs contained in stormwater management manuals published or approved by Ecology, or BMPs that are demonstrably equivalent to BMPs contained in stormwater technical manuals published or approved by Ecology, including the proper selection, implementation, and maintenance of all applicable and appropriate BMPs for on-site pollution control. (For purposes of this section, the stormwater manuals listed in Appendix 10 of the Phase I Municipal Stormwater Permit are approved by Ecology.) D. Where construction sites also discharge to ground water, the ground water discharges must also meet the terms and conditions of this CSWGP. Permittees who discharge to ground water through an injection well must also comply with any applicable requirements of the Underground Injection Control (UIC)regulations, Chapter 173-218 WAC. Construction Stormwater General Permit—December 1, 2010 Page 11 S4. MONITORING REQUIREMENTS,BENCHMARKS AND REPORTING TRIGGERS Table 3. Summary of Primary Monitoring Requirements Size of Soil Weekly Site Weekly Weekly Weekly pH Requires Disturbance' Inspections Sampling w/ Sampling w/ Sampling2 CESCL Turbidity Transparency Certification? Meter Tube Sites that disturb Required Not Required Not Required Not Required No less than 1 acre, but are part of a larger Common Plan of Development Sites that disturb 1 Required Sampling Required — Required Yes acre or more, but either method fewer than 5 acres Sites that disturb 5 Required Required Not Required 4Required Yes acres or more A. Site Log Book The Permittee must maintain a site log book that contains a record of the implementation of the SWPPP and other permit requirements, including the installation and maintenance of BMPs, site inspections, and stormwater monitoring. B. Site Inspections The Permittee's (operator's) site inspections must include all areas disturbed by construction activities, all BMPs, and all stormwater discharge points. (See Special Conditions S43.3 and BA below for detailed requirements of the Permittee's Certified Erosion and Sediment Control Lead [CESCL]). Soil disturbance is calculated by adding together all areas affected by construction activity.Construction activity means clearing,grading,excavation,and any other activity that disturbs the surface of the land, including ingress/egress from the site. 2 If construction activity results in the disturbance of 1 acre or more,and involves significant concrete work(1,000 cubic yards of poured or recycled concrete over the life of a project)or the use of engineered soils(soil amendments including but not limited to Portland cement-treated base[CTB],cement kiln dust[CKD],or fly ash),and stormwater from the affected area drains to surface waters of the State or to a storm sewer stormwater collection system that drains to other surface waters of the State,the Permittee must conduct pH monitoring sampling in accordance with Special Condition S4.D. 3 Sites with one or more acres,but fewer than 5 acres of soil disturbance,must conduct turbidity or transparency sampling in accordance with Special Condition S4.C. 4 Sites equal to or greater than 5 acres of soil disturbance must conduct turbidity sampling using a turbidity meter in accordance with Special Condition S4.C. Construction Stormwater General Permit—December 1, 2010 Page 12 Construction sites one acre or larger that discharge stormwater to surface waters of the State must have site inspections conducted by a certified CESCL. Sites less than one acre may have a person without CESCL certification conduct inspections; sampling is not required on sites that disturb less than an acre. 1. The Permittee must examine stormwater visually for the presence of suspended sediment, turbidity, discoloration, and oil sheen. The Permittee must evaluate the effectiveness of BMPs and determine if it is necessary to install, maintain, or repair BMPs to improve the quality of stormwater discharges. Based on the results of the inspection, the Permittee must correct the problems identified by: a. Reviewing the SWPPP for compliance with Special Condition S9 and making appropriate revisions within 7 days of the inspection. b. Immediately beginning the process of fully implementing and maintaining appropriate source control and/or treatment BMPs as soon as possible, addressing the problems no later than within 10 days of the inspection. If installation of necessary treatment BMPs is not feasible within 10 days, Ecology may approve additional time when an extension is requested by a Permittee within the initial 10-day response period. c. Documenting BMP implementation and maintenance in the site log book. 2. The Permittee must inspect all areas disturbed by construction activities, all BMPs, and all stormwater discharge points at least once every calendar week and within 24 hours of any discharge from the site. (For purposes of this condition, individual discharge events that last more than one day do not require daily inspections. For example, if a stormwater pond discharges continuously over the course of a week, only one inspection is required that week.) The Permittee may reduce the inspection frequency for temporarily stabilized, inactive sites to once every calendar month. 3. The Permittee must have staff knowledgeable in the principles and practices of erosion and sediment control. The CESCL (sites one acre or more) or inspector (sites less than one acre) must have the skills to assess the: a. Site conditions and construction activities that could impact the quality of stormwater, and b. Effectiveness of erosion and sediment control measures used to control the quality of stormwater discharges. 4. The SWPPP must identify the CESCL or inspector, who must be present on site or on-call at all times. The CESCL must obtain this certification through an approved erosion and sediment control training program that meets the minimum training standards established by Ecology(see BMP C160 in the manual referred to in Special Condition S9.C.1 and 2). Construction Stormwater General Permit—December 1, 2010 Page 13 5. The Permittee must summarize the results of each inspection in an inspection report or checklist and enter the report/checklist into, or attach it to, the site log book. At a minimum, each inspection report or checklist must include: a. Inspection date and time. b. Weather information, the general conditions during inspection and the approximate amount of precipitation since the last inspection, and precipitation within the last 24 hours. c. A summary or list of all implemented BMPs, including observations of all erosion/sediment control structures or practices. d. A description of the locations: i. Of BMPs inspected. ii. Of BMPs that need maintenance and why. iii. Of BMPs that failed to operate as designed or intended, and iv. Where additional or different BMPs are needed, and why. e. A description of stormwater discharged from the site. The Permittee must note the presence of suspended sediment, turbidity, discoloration, and oil sheen, as applicable. f. Any water quality monitoring performed during inspection. g. General comments and notes, including a brief description of any BMP repairs, maintenance or installations made following the inspection. h. A summary report and a schedule of implementation of the remedial actions that the Permittee plans to take if the site inspection indicates that the site is out of compliance. The remedial actions taken must meet the requirements of the SWPPP and the permit. i. The name, title, and signature of the person conducting the site inspection, a phone number or other reliable method to reach this person, and the following statement: "I certify that this report is true, accurate, and complete to the best of my knowledge and belief." C. Turbidity/Transparency Sampling Requirements 1. Sampling Methods a. If construction activity involves the disturbance of 5 acres or more, the Permittee must conduct turbidity sampling per Special Condition S4.C. b. If construction activity involves 1 acre or more but fewer than 5 acres of soil disturbance, the Permittee must conduct either transparency sampling or turbidity sampling per Special Condition S4.C. Construction Stormwater General Permit—December 1, 2010 Page 14 2. Sampling Frequency a. The Permittee must sample all discharge locations at least once every calendar week when stormwater(or authorized non-stormwater) discharges from the site or enters any on-site surface waters of the state (for example, a creek running through a site). b. Samples must be representative of the flow and characteristics of the discharge. c. Sampling is not required when there is no discharge during a calendar week. d. Sampling is not required outside of normal working hours or during unsafe conditions. e. If the Permittee is unable to sample during a monitoring period, the Permittee must include a brief explanation in the monthly Discharge Monitoring Report (DMR). f. Sampling is not required before construction activity begins. 3. Sampling Locations a. Sampling is required at all points where stormwater associated with construction activity(or authorized non-stormwater) is discharged off site, including where it enters any on-site surface waters of the state(for example, a creek running through a site). b. The Permittee may discontinue sampling at discharge points that drain areas of the project that are fully stabilized to prevent erosion. c. The Permittee must identify all sampling point(s) on the SWPPP site map and clearly mark these points in the field with a flag, tape, stake or other visible marker. d. Sampling is not required for discharge that is sent directly to sanitary or combined sewer systems. 4. Sampling and Analysis Methods a. The Permittee performs turbidity analysis with a calibrated turbidity meter (turbidimeter) either on site or at an accredited lab. The Permittee must record the results in the site log book in nephelometric turbidity units (NTU). b. The Permittee performs transparency analysis on site with a I1/-inch- diameter, 60-centimeter(cm)-long transparency tube. The Permittee will record the results in the site log book in centimeters (cm). Transparency tubes are available from: http://watermonitoringeguip.com/pages/stream.html. Construction Stormwater General Permit—December 1, 2010 Page 15 Table 4. Monitoring and Reporting Requirements Parameter Unit Analytical Method Sampling Benchmark Phone Frequency Value Reporting Trigger Value Turbidity NTU SM2130 or EPA Weekly, if 25 NTU 250 NTU 180.1 discharging Transparency cm Manufacturer Weekly, if 33 cm 6 cm instructions, or discharging Ecology guidance 5. Turbidity/Transparency Benchmark Values and Reporting Triggers The benchmark value for turbidity is 25 NTU or less. The benchmark value for transparency is 33 centimeters (cm). Note: Benchmark values do not apply to discharges to segments of water bodies on Washington State's 303(d) list (Category 5) for turbidity, fine sediment, or phosphorus; these discharges are subject to a numeric effluent limit for turbidity. Refer to Special Condition S8 for more information. a. Turbidity 26—249 NTU, or Transparency 32 —7 cm: If the discharge turbidity is 26 to 249 NTU; or if discharge transparency is less than 33 cm,but equal to or greater than 6 cm, the Permittee must: i. Review the SWPPP for compliance with Special Condition S9 and make appropriate revisions within 7 days of the date the discharge exceeded the benchmark. ii. Immediately begin the process to fully implement and maintain appropriate source control and/or treatment BMPs as soon as possible, addressing the problems within 10 days of the date the discharge exceeded the benchmark. If installation of necessary treatment BMPs is not feasible within 10 days, Ecology may approve additional time when the Permittee requests an extension within the initial 10-day response period. iii. Document BMP implementation and maintenance in the site log book. b. Turbidity 250 NTU or greater, or Transparency 6 cm or less: If a discharge point's turbidity is 250 NTU or greater, or if discharge transparency is less than or equal to 6 cm, the Permittee must complete the reporting and adaptive management process described below. i. Telephone the applicable Ecology Region's Environmental Report Tracking System (ERTS) number within 24 hours, in accordance with Special Condition S5.F. • Central Region (Okanogan, Chelan, Douglas, Kittitas, Yakima, Klickitat, Benton): (509) 575-2490 Construction Stormwater General Permit—December 1, 2010 Page 16 • Eastern Region (Adams, Asotin, Columbia, Ferry, Franklin, Garfield, Grant, Lincoln, Pend Oreille, Spokane, Stevens, Walla Walla, Whitman): (509) 329-3400 • Northwest Region(Kitsap, Snohomish, Island, King, San Juan, Skagit, Whatcom): (425) 649-7000 • Southwest Region(Grays Harbor, Lewis, Mason, Thurston, Pierce, Clark, Cowlitz, Skamania, Wahkiakum, Clallam, Jefferson, Pacific): (360) 407-6300 These numbers are also listed at the following web site: http://www.ecy.wa.2ov/programs/wq/stormwater/construction/perinit.html ii. Review the SWPPP for compliance with Special Condition S9 and make appropriate revisions within 7 days of the date the discharge exceeded the benchmark. iii. Immediately begin the process to fully implement and maintain appropriate source control and/or treatment BMPs as soon as possible, addressing the problems within 10 days of the date the discharge exceeded the benchmark. If installation of necessary treatment BMPs is not feasible within 10 days, Ecology may approve additional time when the Permittee requests an extension within the initial 10-day response period. iv. Document BMP implementation and maintenance in the site log book. v. Continue to sample discharges daily until: a) Turbidity is 25 NTU (or lower); or b) Transparency is 33 cm (or greater); or c) The Permittee has demonstrated compliance with the water quality limit for turbidity: 1) No more than 5 NTU over background turbidity, if background is less than 50 NTU, or 2) No more than 10% over background turbidity, if background is 50 NTU or greater; or d) The discharge stops or is eliminated. D. pH Sampling Requirements -- Significant Concrete Work or Engineered Soils If construction activity results in the disturbance of 1 acre or more, and involves significant concrete work(significant concrete work means greater than 1000 cubic yards poured concrete or recycled concrete used over the life of a project) or the use of engineered soils (soil amendments including but not limited to Portland cement-treated base [CTB], cement kiln dust [CKD], or fly ash), and stormwater from the affected area Construction Stormwater General Permit—December 1, 2010 Page 17 drains to surface waters of the State or to a storm sewer system that drains to surface waters of the state, the Permittee must conduct pH monitoring as set forth below. Note: In addition, discharges to segments of water bodies on Washington State's 303(d) list (Category 5) for high pH are subject to a numeric effluent limit for pH; refer to Special Condition S8. 1. For sites with significant concrete work, the Permittee must begin the pH monitoring period when the concrete is first poured and exposed to precipitation, and continue weekly throughout and after the concrete pour and curing period, until stormwater pH is in the range of 6.5 to 8.5 (su). 2. For sites with engineered soils, the Permittee must begin the pH monitoring period when the soil amendments are first exposed to precipitation and must continue until the area of engineered soils is fully stabilized. 3. During the applicable pH monitoring period defined above, the Permittee must obtain a representative sample of stormwater and conduct pH analysis at least once per week. 4. The Permittee must monitor pH in the sediment trap/pond(s) or other locations that receive stormwater runoff from the area of significant concrete work or engineered soils before the stormwater discharges to surface waters. 5. The benchmark value for pH is 8.5 standard units. Anytime sampling indicates that pH is 8.5 or greater, the Permittee must either: a. Prevent the high pH water(8.5 or above) from entering storm sewer systems or surface waters; or b. If necessary, adjust or neutralize the high pH water until it is in the range of pH 6.5 to 8.5 (su)using an appropriate treatment BMP such as carbon dioxide (CO2) sparging or dry ice. The Permittee must obtain written approval from Ecology before using any form of chemical treatment other than CO2 sparging or dry ice. 6. The Permittee must perform pH analysis on site with a calibrated pH meter, pH test kit, or wide range pH indicator paper. The Permittee must record pH monitoring results in the site log book. Construction Stormwater General Permit—December 1, 2010 Page 18 S5. REPORTING AND RECORDKEEPING REQUIREMENTS A. High Turbidity Phone Reporting Anytime sampling performed in accordance with Special Condition S4.0 indicates turbidity has reached the 250 NTU phone reporting level, the Permittee must call Ecology's Regional office by phone within 24 hours of analysis. The web site is http://www.ecy.wa.gov/programs/wq/stonnwater/construction/pennit.html. Also see phone numbers in Special Condition S4.C.5.b.i. B. Discharge Monitoring Reports Permittees required to conduct water quality sampling in accordance with Special Conditions S4.0 (Turbidity/Transparency), S4.D (pH), S8 (303[d]/TMDL sampling), and/or G13 (Additional Sampling)must submit the results to Ecology. Permittees must submit monitoring data using Ecology's WebDMR program. To find out more information and to sign up for WebDMR go to: http://www.ecy.wa.�,,ov/programs/wq/permits/paris/webdmr.html. Permittees unable to submit electronically(for example, those who do not have an internet connection)must contact Ecology to request a waiver and obtain instructions on how to obtain a paper copy DMR at: Mailing Address: Department of Ecology Water Quality Program Attn: Stormwater Compliance Specialist PO Box 47696 Olympia, WA 98504-7696 Permittees who obtain a waiver not to use WebDMR must use the forms provided to them by Ecology; submittals must be mailed to the address above. Permittees shall submit DMR forms to be received by Ecology within 15 days following the end of each month. If there was no discharge during a given monitoring period, all Permittees must submit a DMR as required with"no discharge" entered in place of the monitoring results. For more information, contact Ecology staff using information provided at the following web site: htlp://www.ecy.wa.gov/pro r�pills/response/assistancesoil%20mgp.pdf C. Records Retention The Permittee must retain records of all monitoring information(site log book, sampling results, inspection reports/checklists, etc.), Stormwater Pollution Prevention Plan, and any other documentation of compliance with permit requirements for the entire life of the construction project and for a minimum of three years following the termination of permit coverage. Such information must include all calibration and maintenance records, and records of all data used to complete the application for this Construction Stormwater General Permit—December 1, 2010 Page 19 permit. This period of retention must be extended during the course of any unresolved litigation regarding the discharge of pollutants by the Permittee or when requested by Ecology. D. Recording Results For each measurement or sample taken, the Permittee must record the following information: 1. Date, place, method, and time of sampling or measurement. 2. The first and last name of the individual who performed the sampling or measurement. 3. The date(s)the analyses were performed. 4. The first and last name of the individual who performed the analyses. 5. The analytical techniques or methods used. 6. The results of all analyses. E. Additional Monitoring by the Permittee If the Permittee monitors any pollutant more frequently than required by this permit using test procedures specified by Special Condition S4 of this permit, the results of this monitoring must be included in the calculation and reporting of the data submitted in the Permittee's DMR. F. Noncompliance Notification In the event the Permittee is unable to comply with any part of the terms and conditions of this permit, and the resulting noncompliance may cause a threat to human health or the environment, the Permittee must: 1. Immediately notify Ecology of the failure to comply by calling the applicable Regional office ERTS phone number(find at http://www.ecy.wa.gov/programs/spills/response/assistancesoil%20map.pdf) or refer to Special Condition S4.C.5.b.i. 2. Immediately take action to prevent the discharge/pollution, or otherwise stop or correct the noncompliance, and, if applicable, repeat sampling and analysis of any noncompliance immediately and submit the results to Ecology within five(5) days of becoming aware of the violation. 3. Submit a detailed written report to Ecology within five(5) days, unless requested earlier by Ecology. The report must contain a description of the noncompliance, including exact dates and times, and if the noncompliance has not been corrected, the anticipated time it is expected to continue; and the steps taken or planned to reduce, eliminate, and prevent reoccurrence of the noncompliance. Construction Stormwater General Permit—December 1, 2010 Page 20 The Permittee must report any unanticipated bypass and/or upset that exceeds any effluent limit in the permit in accordance with the 24-hour reporting requirement contained in 40 C.F.R. 122.41(1)(6)). Compliance with these requirements does not relieve the Permittee from responsibility to maintain continuous compliance with the terms and conditions of this permit or the resulting liability for failure to comply. Refer to Section G14 of this permit for specific information regarding non-compliance. G. Access to Plans and Records 1. The Permittee must retain the following permit documentation(plans and records) on site, or within reasonable access to the site, for use by the operator or for on-site review by Ecology or the local jurisdiction: a. General Permit. b. Permit Coverage Letter. c. Stormwater Pollution Prevention Plan (SWPPP). d. Site Log Book. 2. The Permittee must address written requests for plans and records listed above (Special Condition S5.G.1) as follows: a. The Permittee must provide a copy of plans and records to Ecology within 14 days of receipt of a written request from Ecology. b. The Permittee must provide a copy of plans and records to the public when requested in writing. Upon receiving a written request from the public for the Permittee's plans and records, the Permittee must either: i. Provide a copy of the plans and records to the requester within 14 days of a receipt of the written request; or ii. Notify the requester within 10 days of receipt of the written request of the location and times within normal business hours when the plans and records may be viewed; and provide access to the plans and records within 14 days of receipt of the written request; or Within 14 days of receipt of the written request, the Permittee may submit a copy of the plans and records to Ecology for viewing and/or copying by the requester at an Ecology office, or a mutually agreed location. If plans and records are viewed and/or copied at a location other than at an Ecology office, the Permittee will provide reasonable access to copying services for which a reasonable fee may be charged. The Permittee must notify the requester within 10 days of receipt of the request where the plans and records may be viewed and/or copied. Construction Stormwater General Permit—December 1, 2010 Page 21 S6. PERMIT FEES The Permittee must pay permit fees assessed by Ecology. Fees for stormwater discharges covered under this permit are established by Chapter 173-224 WAC. Ecology continues to assess permit fees until the permit is terminated in accordance with Special Condition S 10 or revoked in accordance with General Condition G5. S7. SOLID AND LIQUID WASTE DISPOSAL The Permittee must handle and dispose of solid and liquid wastes generated by construction activity, such as demolition debris, construction materials, contaminated materials, and waste materials from maintenance activities, including liquids and solids from cleaning catch basins and other stormwater facilities, in accordance with: A. Special Condition S3, Compliance with Standards. B. WAC 173-216-110. C. Other applicable regulations. S8. DISCHARGES TO 303(D) OR TMDL WATER BODIES A. Sampling and Numeric Effluent Limits For Certain Discharges to 303(d)-listed Water Bodies 1. Permittees who discharge to segments of water bodies listed as impaired by the State of Washington under Section 303(d) of the Clean Water Act for turbidity, fine sediment, high pH, or phosphorus, must conduct water quality sampling according to the requirements of this section, and Special Conditions S4.C.2.b-f and S4.C.3.b-d, and must comply with the applicable numeric effluent limitations in S8.0 and S8.D. 2. All references and requirements associated with Section 303(d) of the Clean Water Act mean the most current listing by Ecology of impaired waters (Category 5)that exists on January 1, 2011, or the date when the operator's complete permit application is received by Ecology, whichever is later. B. Limits on Coverage for New Discharges to TMDL or 303(d)-listed Waters Operators of construction sites that discharge to a 303(d)-listed water body are not eligible for coverage under this permit unless the operator: 1. Prevents exposing stormwater to pollutants for which the water body is impaired, and retains documentation in the SWPPP that details procedures taken to prevent exposure on site; or 2. Documents that the pollutants for which the water body is impaired are not present at the site, and retains documentation of this finding within the SWPPP; or Construction Stormwater General Permit—December 1, 2010 Page 22 3. Provides Ecology with data indicating the discharge is not expected to cause or contribute to an exceedance of a water quality standard, and retains such data on site with the SWPPP. The operator must provide data and other technical information to Ecology that sufficiently demonstrate: a. For discharges to waters without an EPA-approved or-established TMDL, that the discharge of the pollutant for which the water is impaired will meet in-stream water quality criteria at the point of discharge to the water body; or b. For discharges to waters with an EPA-approved or-established TMDL, that there is sufficient remaining wasteload allocation in the TMDL to allow construction stormwater discharge and that existing dischargers to the water body are subject to compliance schedules designed to bring the water body into attainment with water quality standards. Operators of construction sites are eligible for coverage under this permit if Ecology issues permit coverage based upon an affirmative determination that the discharge will not cause or contribute to the existing impairment. C. Sampling and Numeric Effluent Limits for Discharges to Water Bodies on the 303(d) List for Turbidity, Fine Sediment, or Phosphorus 1. Permittees who discharge to segments of water bodies on the 303(d) list (Category 5) for turbidity, fine sediment, or phosphorus must conduct turbidity sampling in accordance with Special Condition S4.C.2 and comply with either of the numeric effluent limits noted in Table 5 below. 2. As an alternative to the 25 NTU effluent limit noted in Table 5 below (applied at the point where stormwater [or authorized non-stormwater] is discharged off-site), permittees may choose to comply with the surface water quality standard for turbidity. The standard is: no more than 5 NTU over background turbidity when the background turbidity is 50 NTU or less, or no more than a 10% increase in turbidity when the background turbidity is more than 50 NTU. In order to use the water quality standard requirement, the sampling must take place at the following locations: a. Background turbidity in the 303(d)-listed receiving water immediately upstream (upgradient) or outside the area of influence of the discharge. b. Turbidity at the point of discharge into the 303(d)-listed receiving water, inside the area of influence of the discharge. 3. Discharges that exceed the numeric effluent limit for turbidity constitute a violation of this permit. 4. Permittees whose discharges exceed the numeric effluent limit shall sample discharges daily until the violation is corrected and comply with the non- compliance notification requirements in Special Condition S5.17. Construction Stormwater General Permit—December 1, 2010 Page 23 Table 5. Turbidity, Fine Sediment & Phosphorus Sampling and Limits for 303(d)-Listed Waters Parameter identified Parameter Unit Analytical Sampling Numeric Effluent in 303(d) listing Sampled Method Frequency Limit' • Turbidity Turbidity NTU SM2130 or Weekly, if 25 NTU, at the point • Fine Sediment EPA180.1 discharging where stormwater is • Phosphorus discharged from the site; OR In compliance with the surface water quality standard for turbidity (S8.C.1.a) 'Permittees subject to a numeric effluent limit for turbidity may, at their discretion, choose either numeric effluent limitation based on site-specific considerations including, but not limited to, safety, access and convenience. D. Discharges to Water Bodies on the 303(d) List for High PH 1. Permittees who discharge to segments of water bodies on the 303(d) list (Category 5) for high pH must conduct pH sampling in accordance with the table below, and comply with the numeric effluent limit of pH 6.5 to 8.5 su (Table 6). Table 6. pHI Sampling and Limits for 303(d)-Listed Waters Parameter identified in Parameter Analytical Sampling Numeric Effluent 303(d) listing Sampled/Units Method Frequency Limit High pH pH/Standard pH meter Weekly, if In the range of 6.5— Units discharging 8.5 2. At the Permittee's discretion, compliance with the limit shall be assessed at one of the following locations: a. Directly in the 303(d)-listed water body segment, inside the immediate area of influence of the discharge; or b. Alternatively, the permittee may measure pH at the point where the discharge leaves the construction site, rather than in the receiving water. 3. Discharges that exceed the numeric effluent limit for pH (outside the range of 6.5 — 8.5 su) constitute a violation of this permit. 4. Permittees whose discharges exceed the numeric effluent limit shall sample discharges daily until the violation is corrected and comply with the non- compliance notification requirements in Special Condition S5.F. Construction Stormwater General Permit—December 1, 2010 Page 24 E. Sampling and Limits for Sites Discharging to Waters Covered by a TMDL or Another Pollution Control Plan 1. Discharges to a water body that is subject to a Total Maximum Daily Load (TMDL) for turbidity, fine sediment, high pH, or phosphorus must be consistent with the TMDL. Refer to http://www.ecy.wa.gov/programs/wq/tmdl/index.html for more information on TMDLs. a. Where an applicable TMDL sets specific waste load allocations or requirements for discharges covered by this permit, discharges must be consistent with any specific waste load allocations or requirements established by the applicable TMDL. i. The Permittee must sample discharges weekly or as otherwise specified by the TMDL to evaluate compliance with the specific waste load allocations or requirements. ii. Analytical methods used to meet the monitoring requirements must conform to the latest revision of the Guidelines Establishing Test Procedures for the Analysis of Pollutants contained in 40 CFR Part 136. Turbidity and pH methods need not be accredited or registered unless conducted at a laboratory which must otherwise be accredited or registered. b. Where an applicable TMDL has established a general waste load allocation for construction stormwater discharges, but has not identified specific requirements, compliance with Special Conditions S4 (Monitoring) and S9 (SWPPPs) will constitute compliance with the approved TMDL. c. Where an applicable TMDL has not specified a waste load allocation for construction stormwater discharges,but has not excluded these discharges, compliance with Special Conditions S4 (Monitoring) and S9 (SWPPPs) will constitute compliance with the approved TMDL. d. Where an applicable TMDL specifically precludes or prohibits discharges from construction activity, the operator is not eligible for coverage under this permit. 2. Applicable TMDL means a TMDL for turbidity, fine sediment, high pH, or phosphorus that is completed and approved by EPA before January 1, 2011, or before the date the operator's complete permit application is received by Ecology, whichever is later. TMDLs completed after the operator's complete permit application is received by Ecology become applicable to the Permittee only if they are imposed through an administrative order by Ecology, or through a modification of permit coverage. Construction Stormwater General Permit—December 1, 2010 Page 25 S9. STORMWATER POLLUTION PREVENTION PLAN The Permittee must prepare and properly implement an adequate Stormwater Pollution Prevention Plan(SWPPP) for construction activity in accordance with the requirements of this permit beginning with initial soil disturbance and until final stabilization. A. The Permittee's SWPPP must meet the following objectives: l. To implement best management practices (BMPs) to prevent erosion and sedimentation, and to identify, reduce, eliminate or prevent stormwater contamination and water pollution from construction activity. 2. To prevent violations of surface water quality, ground water quality, or sediment management standards. 3. To control peak volumetric flow rates and velocities of stormwater discharges. B. General Requirements 1. The SWPPP must include a narrative and drawings. All BMPs must be clearly referenced in the narrative and marked on the drawings. The SWPPP narrative must include documentation to explain and justify the pollution prevention decisions made for the project. Documentation must include: a. Information about existing site conditions (topography, drainage, soils, vegetation, etc.). b. Potential erosion problem areas. c. The 12 elements of a SWPPP in Special Condition S9.D.1-12, including BMPs used to address each element. d. Construction phasing/sequence and general BMP implementation schedule. e. The actions to be taken if BMP performance goals are not achieved—for example, a contingency plan for additional treatment and/or storage of stormwater that would violate the water quality standards if discharged. f. Engineering calculations for ponds and any other designed structures. 2. The Permittee must modify the SWPPP if, during inspections or investigations conducted by the owner/operator, or the applicable local or state regulatory authority, it is determined that the SWPPP is, or would be, ineffective in eliminating or significantly minimizing pollutants in stormwater discharges from the site. The Permittee must then: a. Review the SWPPP for compliance with Special Condition S9 and make appropriate revisions within 7 days of the inspection or investigation. b. Immediately begin the process to fully implement and maintain appropriate source control and/or treatment BMPs as soon as possible, addressing the problems no later than 10 days from the inspection or investigation. If Construction Stormwater General Permit—December 1, 2010 Page 26 installation of necessary treatment BMPs is not feasible within 10 days, Ecology may approve additional time when an extension is requested by a Permittee within the initial 10-day response period, c. Document BMP implementation and maintenance in the site log book. The Permittee must modify the SWPPP whenever there is a change in design, construction, operation, or maintenance at the construction site that has, or could have, a significant effect on the discharge of pollutants to waters of the State. C. Stormwater Best Management Practices (BMPs) BMPs must be consistent with: 1. Stormwater Management Manual for Western Washington(most recent edition), for sites west of the crest of the Cascade Mountains; or 2. Stormwater Management Manual for Eastern Washington(most recent edition), for sites east of the crest of the Cascade Mountains; or 3. Revisions to the manuals listed in Special Condition S9.C.1. & 2., or other stormwater management guidance documents or manuals which provide an equivalent level of pollution prevention, that are approved by Ecology and incorporated into this permit in accordance with the permit modification requirements of WAC 173-226-230; or 4. Documentation in the SWPPP that the BMPs selected provide an equivalent level of pollution prevention, compared to the applicable Stormwater Management Manuals, including: a. The technical basis for the selection of all stormwater BMPs (scientific, technical studies, and/or modeling) that support the performance claims for the BMPs being selected. b. An assessment of how the selected BMP will satisfy AKART requirements and the applicable federal technology-based treatment requirements under 40 CFR part 125.3. D. SWPPP—Narrative Contents and Requirements The Permittee must include each of the 12 elements below in Special Condition S9.D.1- 12 in the narrative of the SWPPP and implement them unless site conditions render the element unnecessary and the exemption from that element is clearly justified in the SWPPP. 1. Preserve Vegetation/Mark Clearing Limits a. Before beginning land-disturbing activities, including clearing and grading, clearly mark all clearing limits, sensitive areas and their buffers, and trees that are to be preserved within the construction area. Construction Stormwater General Permit—December 1, 2010 Page 27 b. Retain the duff layer, native top soil, and natural vegetation in an undisturbed state to the maximum degree practicable. 2. Establish Construction Access a. Limit construction vehicle access and exit to one route, if possible. b. Stabilize access points with a pad of quarry spalls, crushed rock, or other equivalent BMPs, to minimize tracking sediment onto roads. c. Locate wheel wash or tire baths on site, if the stabilized construction entrance is not effective in preventing tracking sediment onto roads. d. If sediment is tracked off site, clean the affected roadway thoroughly at the end of each day, or more frequently as necessary(for example, during wet weather). Remove sediment from roads by shoveling, sweeping, or pickup and transport of the sediment to a controlled sediment disposal area. e. Conduct street washing only after sediment removal in accordance with Special Condition S9.13.2.d. Control street wash wastewater by pumping back on site or otherwise preventing it from discharging into systems tributary to waters of the State. 3. Control Flow Rates a. Protect properties and waterways downstream of development sites from erosion and the associated discharge of turbid waters due to increases in the velocity and peak volumetric flow rate of stormwater runoff from the project site, as required by local plan approval authority. b. Where necessary to comply with Special Condition S9.D.3.a, construct stormwater retention or detention facilities as one of the first steps in grading. Assure that detention facilities function properly before constructing site improvements (for example, impervious surfaces). c. If permanent infiltration ponds are used for flow control during construction, protect these facilities from siltation during the construction phase. 4. Install Sediment Controls The Permittee must design, install and maintain effective erosion controls and sediment controls to minimize the discharge of pollutants. At a minimum, the Permittee must design, install and maintain such controls to: a. Construct sediment control BMPs (sediment ponds,traps, filters, etc.) as one of the first steps in grading. These BMPs must be functional before other land disturbing activities take place. b. Minimize sediment discharges from the site. The design, installation and maintenance of erosion and sediment controls must address factors such as the amount, frequency, intensity and duration of precipitation,the nature of Construction Stormwater General Permit—December 1, 2010 Page 28 resulting stormwater runoff, and soil characteristics, including the range of soil particle sizes expected to be present on the site. c. Direct stormwater runoff from disturbed areas through a sediment pond or other appropriate sediment removal BMP,before the runoff leaves a construction site or before discharge to an infiltration facility. Runoff from fully stabilized areas may be discharged without a sediment removal BMP,but must meet the flow control performance standard of Special Condition S9.D.3.a. d. Locate BMPs intended to trap sediment on site in a manner to avoid interference with the movement of juvenile salmonids attempting to enter off- channel areas or drainages. e. Provide and maintain natural buffers around surface waters, direct stormwater to vegetated areas to increase sediment removal and maximize stormwater infiltration,unless infeasible. £ Where feasible, design outlet structures that withdraw impounded stormwater from the surface to avoid discharging sediment that is still suspended lower in the water column. 5. Stabilize Soils a. The Permittee must stabilize exposed and unworked soils by application of effective BMPs that prevent erosion. Applicable BMPs include,but are not limited to: temporary and permanent seeding, sodding,mulching,plastic covering, erosion control fabrics and matting, soil application of polyacrylamide(PAM), the early application of gravel base on areas to be paved, and dust control. b. The Permittee must control stormwater volume and velocity within the site to minimize soil erosion. c. The Permittee must control stormwater discharges, including both peak flow rates and total stormwater volume, to minimize erosion at outlets and to minimize downstream channel and stream bank erosion. d. Depending on the geographic location of the project, the Permittee must not allow soils to remain exposed and unworked for more than the time periods set forth below to prevent erosion: West of the Cascade Mountains Crest During the dry season(May 1 - Sept. 30): 7 days During the wet season (October 1 - April 30): 2 days East of the Cascade Mountains Crest, except for Central Basin* During the dry season (July 1 - September 30): 10 days During the wet season(October 1 - June 30): 5 days The Central Basin*, East of the Cascade Mountains Crest Construction Stormwater General Permit—December 1, 2010 Page 29 During the dry Season(July 1 - September 30): 30 days During the wet season(October 1 - June 30): 15 days *Note: The Central Basin is defined as the portions of Eastern Washington with mean annual precipitation of less than 12 inches. e. The Permittee must stabilize soils at the end of the shift before a holiday or weekend if needed based on the weather forecast. f. The Permittee must stabilize soil stockpiles from erosion,protected with sediment trapping measures, and where possible,be located away from storm drain inlets, waterways, and drainage channels. g. The Permittee must minimize the amount of soil exposed during construction activity. h. The Permittee must minimize the disturbance of steep slopes. i. The Permittee must minimize soil compaction and,unless infeasible,preserve topsoil. 6. Protect Slopes a. The Permittee must design and construct cut-and-fill slopes in a manner to minimize erosion. Applicable practices include,but are not limited to, reducing continuous length of slope with terracing and diversions,reducing slope steepness, and roughening slope surfaces (for example,track walking). b. The Pennittee must divert off-site stormwater(run-on)or ground water away from slopes and disturbed areas with interceptor dikes,pipes, and/or swales. Off-site stormwater should be managed separately from stormwater generated on the site. c. At the top of slopes, collect drainage in pipe slope drains or protected channels to prevent erosion. i. West of the Cascade Mountains Crest: Temporary pipe slope drains must handle the peak 10-minute velocity of flow from a Type 1 A, 10-year, 24- hour frequency storm for the developed condition. Alternatively, the 10- year, 1-hour flow rate predicted by an approved continuous runoff model, increased by a factor of 1.6, may be used. The hydrologic analysis must use the existing land cover condition for predicting flow rates from tributary areas outside the project limits. For tributary areas on the project site, the analysis must use the temporary or permanent project land cover condition, whichever will produce the highest flow rates. If using the Western Washington Hydrology Model (WWHM) to predict flows, bare soil areas should be modeled as "landscaped area." Construction Stormwater General Permit—December 1, 2010 Page 30 ii. East of the Cascade Mountains Crest: Temporary pipe slope drains must handle the expected peak flow velocity from a 6-month, 3-hour storm for the developed condition, referred to as the short duration storm. d. Place excavated material on the uphill side of trenches, consistent with safety and space considerations. e. Place check dams at regular intervals within constructed channels that are cut down a slope. 7. Protect Drain Inlets a. Protect all storm drain inlets made operable during construction so that stormwater runoff does not enter the conveyance system without first being filtered or treated to remove sediment. b. Clean or remove and replace inlet protection devices when sediment has filled one-third of the available storage(unless a different standard is specified by the product manufacturer). 8. Stabilize Channels and Outlets a. Design, construct and stabilize all on-site conveyance channels to prevent erosion from the following expected peak flows: i. West of the Cascade Mountains Crest: Channels must handle the peak 10- minute velocity of flow from a Type 1 A, 10-year,24-hour frequency storm for the developed condition. Alternatively, the 10-year, 1-hour flow rate indicated by an approved continuous runoff model, increased by a factor of 1.6, may be used. The hydrologic analysis must use the existing land cover condition for predicting flow rates from tributary areas outside the project limits. For tributary areas on the project site,the analysis must use the temporary or permanent project land cover condition,whichever will produce the highest flow rates. If using the WWHM to predict flows,bare soil areas should be modeled as "landscaped area." ii. East of the Cascade Mountains Crest: Channels must handle the expected peak flow velocity from a 6-month, 3-hour storm for the developed condition, referred to as the short duration storm. b. Provide stabilization, including armoring material, adequate to prevent erosion of outlets, adjacent stream banks, slopes, and downstream reaches at the outlets of all conveyance systems. 9. Control Pollutants Design, install, implement and maintain effective pollution prevention measures to minimize the discharge of pollutants. The Permittee must: Construction Stormwater General Permit—December 1, 2010 Page 31 a. Handle and dispose of all pollutants, including waste materials and demolition debris that occur on site in a manner that does not cause contamination of stormwater. b. Provide cover, containment, and protection from vandalism for all chemicals, liquid products, petroleum products, and other materials that have the potential to pose a threat to human health or the environment. On-site fueling tanks must include secondary containment. Secondary containment means placing tanks or containers within an impervious structure capable of containing 110%of the volume contained in the largest tank within the containment structure. Double- walled tanks do not require additional secondary containment. c. Conduct maintenance, fueling, and repair of heavy equipment and vehicles using spill prevention and control measures. Clean contaminated surfaces immediately following any spill incident. d. Discharge wheel wash or tire bath wastewater to a separate on-site treatment system that prevents discharge to surface water, such as closed-loop recirculation or upland land application, or to the sanitary sewer with local sewer district approval. e. Apply fertilizers and pesticides in a manner and at application rates that will not result in loss of chemical to stormwater runoff. Follow manufacturers' label requirements for application rates and procedures. f. Use BMPs to prevent contamination of stormwater runoff by pH-modifying sources. The sources for this contamination include,but are not limited to: bulk cement, cement kiln dust, fly ash, new concrete washing and curing waters, waste streams generated from concrete grinding and sawing, exposed aggregate processes, dewatering concrete vaults, concrete pumping and mixer washout waters. (Also refer to the definition for "concrete wastewater" in Appendix A-- Definitions.) g. Adjust the pH of stormwater if necessary to prevent violations of water quality standards. h. Assure that washout of concrete trucks is performed offsite or in designated concrete washout areas only. Do not wash out concrete trucks onto the ground, or into storm drains, open ditches, streets, or streams. Do not dump excess concrete on site, except in designated concrete washout areas. Concrete spillage or concrete discharge to surface waters of the State is prohibited. i. Obtain written approval from Ecology before using chemical treatment other than CO2 or dry ice to adjust pH. 10. Control Dewatering a. Permittees must discharge foundation, vault, and trench dewatering water, which have characteristics similar to stormwater runoff at the site, into a Construction Stormwater General Permit—December 1, 2010 Page 32 controlled conveyance system before discharge to a sediment trap or sediment pond. b. Permittees may discharge clean,non-turbid dewatering water, such as well- point ground water, to systems tributary to, or directly into surface waters of the State, as specified in Special Condition S9.D.8,provided the dewatering flow does not cause erosion or flooding of receiving waters. Do not route clean dewatering water through stormwater sediment ponds. Note that"surface waters of the State"may exist on a construction site as well as off site; for example, a creek running through a site. c. Other treatment or disposal options may include: i. Infiltration. ii. Transport off site in a vehicle, such as a vacuum flush truck, for legal disposal in a manner that does not pollute state waters. iii. Ecology-approved on-site chemical treatment or other suitable treatment technologies. iv. Sanitary or combined sewer discharge with local sewer district approval, if there is no other option. v. Use of a sedimentation bag with discharge to a ditch or Swale for small volumes of localized dewatering. d. Permittees must handle highly turbid or contaminated dewatering water separately from stormwater. 11. Maintain BMPs a. Permittees must maintain and repair all temporary and permanent erosion and sediment control BMPs as needed to assure continued performance of their intended function in accordance with BMP specifications. b. Permittees must remove all temporary erosion and sediment control BMPs within 30 days after achieving final site stabilization or after the temporary BMPs are no longer needed. 12. Manage the Project a. Phase development projects to the maximum degree practicable and take into account seasonal work limitations. b. Inspection and monitoring-- Inspect,maintain and repair all BMPs as needed to assure continued performance of their intended function. Conduct site inspections and monitoring in accordance with Special Condition S4. c. Maintaining an updated construction SWPPP --Maintain,update, and implement the SWPPP in accordance with Special Conditions S3, S4 and S9. Construction Stormwater General Permit—December 1, 2010 Page 33 E. SWPPP —Map Contents and Requirements The Permittee's SWPPP must also include a vicinity map or general location map (for example, a USGS quadrangle map, a portion of a county or city map, or other appropriate map) with enough detail to identify the location of the construction site and receiving waters within one mile of the site. The SWPPP must also include a legible site map (or maps) showing the entire construction site. The following features must be identified, unless not applicable due to site conditions: 1. The direction of north, property lines, and existing structures and roads. 2. Cut and fill slopes indicating the top and bottom of slope catch lines. 3. Approximate slopes, contours, and direction of stormwater flow before and after major grading activities. 4. Areas of soil disturbance and areas that will not be disturbed. 5. Locations of structural and nonstructural controls (BMPs) identified in the SWPPP. 6. Locations of off-site material, stockpiles, waste storage, borrow areas, and vehicle/equipment storage areas. 7. Locations of all surface water bodies, including wetlands. 8. Locations where stormwater or non-stormwater discharges off-site and/or to a surface water body, including wetlands. 9. Location of water quality sampling station(s), if sampling is required by state or local permitting authority. 10. Areas where final stabilization has been accomplished and no further construction- phase permit requirements apply. S 10. NOTICE OF TERMINATION A. The site is eligible for termination of coverage when it has met any of the following conditions: 1. The site has undergone final stabilization, the Permittee has removed all temporary BMPs (except biodegradable BMPs clearly manufactured with the intention for the material to be left in place and not interfere with maintenance or land use), and all stormwater discharges associated with construction activity have been eliminated; or 2. All portions of the site that have not undergone final stabilization per Special Condition S 1 O.A.1 have been sold and/or transferred (per General Condition G9), and the Permittee no longer has operational control of the construction activity; or Construction Stormwater General Permit—December 1, 2010 Page 34 3. For residential construction only, the Permittee has completed temporary stabilization and the homeowners have taken possession of the residences. B. When the site is eligible for termination, the Permittee must submit a complete and accurate Notice of Termination (NOT) form, signed in accordance with General Condition G2, to: Department of Ecology Water Quality Program - Construction Stormwater PO Box 47696 Olympia, Washington 98504-7696 The termination is effective on the date Ecology receives the NOT form,unless Ecology notifies the Permittee within 30 days that termination request is denied because the Permittee has not met the eligibility requirements in Special Condition S 1 O.A. Permittees transferring the property to a new property owner or operator/permittee are required to complete and submit the Notice of Transfer form to Ecology,but are not required to submit a Notice of Termination form for this type of transaction. Construction Stormwater General Permit—December 1, 2010 Page 35 GENERAL CONDITIONS G1. DISCHARGE VIOLATIONS All discharges and activities authorized by this general permit must be consistent with the terms and conditions of this general permit. Any discharge of any pollutant more frequent than or at a level in excess of that identified and authorized by the general permit must constitute a violation of the terms and conditions of this permit. G2. SIGNATORY REQUIREMENTS A. All permit applications must bear a certification of correctness to be signed: 1. In the case of corporations,by a responsible corporate officer of at least the level of vice president of a corporation; 2. In the case of a partnership,by a general partner of a partnership; 3. In the case of sole proprietorship,by the proprietor; or 4. In the case of a municipal, state, or other public facility,by either a principal executive officer or ranking elected official. B. All reports required by this permit and other information requested by Ecology must be signed by a person described above or by a duly authorized representative of that person. A person is a duly authorized representative only if: 1. The authorization is made in writing by a person described above and submitted to the Ecology. 2. The authorization specifies either an individual or a position having responsibility for the overall operation of the regulated facility, such as the position of plant manager, superintendent, position of equivalent responsibility, or an individual or position having overall responsibility for environmental matters. C. Changes to authorization. If an authorization under paragraph G2.13.2 above is no longer accurate because a different individual or position has responsibility for the overall operation of the facility, a new authorization satisfying the requirements of paragraph G2.13.2 above must be submitted to Ecology prior to or together with any reports, information, or applications to be signed by an authorized representative. D. Certification. Any person signing a document under this section must make the following certification: "I certify under penalty of law, that this document and all attachments were prepared under my direction or supervision in accordance with a system designed to assure that qualified personnel properly gathered and evaluated the information submitted. Based on my inquiry of the person or persons who manage the system, or those persons directly responsible for gathering Construction Stormwater General Permit—December 1, 2010 Page 36 information, the information submitted is, to the best of my knowledge and belief, true, accurate, and complete. I am aware that there are significant penalties for submitting false information, including the possibility of fine and imprisonment for knowing violations." G3. RIGHT OF INSPECTION AND ENTRY The Permittee must allow an authorized representative of Ecology, upon the presentation of credentials and such other documents as may be required by law: A. To enter upon the premises where a discharge is located or where any records are kept under the terms and conditions of this permit. B. To have access to and copy—at reasonable times and at reasonable cost -- any records required to be kept under the terms and conditions of this permit. C. To inspect-- at reasonable times—any facilities, equipment (including monitoring and control equipment), practices, methods, or operations regulated or required under this permit. D. To sample or monitor—at reasonable times—any substances or parameters at any location for purposes of assuring permit compliance or as otherwise authorized by the Clean Water Act. G4. GENERAL PERMIT MODIFICATION AND REVOCATION This permit maybe modified, revoked and reissued, or terminated in accordance with the provisions of Chapter 173-226 WAC. Grounds for modification,revocation and reissuance, or termination include,but are not limited to, the following: A. When a change occurs in the technology or practices for control or abatement of pollutants applicable to the category of dischargers covered under this permit. B. When effluent limitation guidelines or standards are promulgated pursuant to the CWA or Chapter 90.48 RCW, for the category of dischargers covered under this permit. C. When a water quality management plan containing requirements applicable to the category of dischargers covered under this permit is approved, or D. When information is obtained that indicates cumulative effects on the environment from dischargers covered under this permit are unacceptable. G5. REVOCATION OF COVERAGE UNDER THE PERMIT Pursuant to Chapter 43.21B RCW and Chapter 173-226 WAC, the Director may terminate coverage for any discharger under this permit for cause. Cases where coverage may be terminated include, but are not limited to, the following: Construction Stormwater General Permit—December 1, 2010 Page 37 A. Violation of any term or condition of this permit. B. Obtaining coverage under this permit by misrepresentation or failure to disclose fully all relevant facts. C. A change in any condition that requires either a temporary or permanent reduction or elimination of the permitted discharge. D. Failure or refusal of the Permittee to allow entry as required in RCW 90.48.090. E. A determination that the permitted activity endangers human health or the environment, or contributes to water quality standards violations. F. Nonpayment of permit fees or penalties assessed pursuant to RCW 90.48.465 and Chapter 173-224 WAC. G. Failure of the Permittee to satisfy the public notice requirements of WAC 173-226- 130(5), when applicable. The Director may require any discharger under this permit to apply for and obtain coverage under an individual permit or another more specific general permit. Permittees who have their coverage revoked for cause according to WAC 173-226-240 may request temporary coverage under this permit during the time an individual permit is being developed, provided the request is made within ninety(90) days from the time of revocation and is submitted along with a complete individual permit application form. G6. REPORTING A CAUSE FOR MODIFICATION The Permittee must submit a new application, or a supplement to the previous application, whenever a material change to the construction activity or in the quantity or type of discharge is anticipated which is not specifically authorized by this permit. This application must be submitted at least sixty(60) days prior to any proposed changes. Filing a request for a permit modification, revocation and reissuance, or termination, or a notification of planned changes or anticipated noncompliance does not relieve the Permittee of the duty to comply with the existing permit until it is modified or reissued. G7. COMPLIANCE WITH OTHER LAWS AND STATUTES Nothing in this permit will be construed as excusing the Permittee from compliance with any applicable federal, state, or local statutes, ordinances, or regulations. G8. DUTY TO REAPPLY The Permittee must apply for permit renewal at least 180 days prior to the specified expiration date of this permit. Construction Stormwater General Permit—December 1, 2010 Page 38 G9. TRANSFER OF GENERAL PERMIT COVERAGE Coverage under this general permit is automatically transferred to a new discharger, including operators of lots/parcels within a common plan of development or sale, if: A. A written agreement(Transfer of Coverage Form)between the current discharger (Permittee) and new discharger, signed by both parties and containing a specific date for transfer of permit responsibility, coverage, and liability is submitted to the Director; and B. The Director does not notify the current discharger and new discharger of the Director's intent to revoke coverage under the general permit. If this notice is not given, the transfer is effective on the date specified in the written agreement. When a current discharger(Permittee) transfers a portion of a permitted site, the current discharger must also submit an updated application form (NOI) to the Director indicating the remaining permitted acreage after the transfer. G10. REMOVED SUBSTANCES The Permittee must not re-suspend or reintroduce collected screenings, grit, solids, sludges, filter backwash, or other pollutants removed in the course of treatment or control of stormwater to the final effluent stream for discharge to state waters. GIL DUTY TO PROVIDE INFORMATION The Permittee must submit to*Ecology, within a reasonable time, all information that Ecology may request to determine whether cause exists for modifying, revoking and reissuing, or terminating this permit or to determine compliance with this permit. The Permittee must also submit to Ecology, upon request, copies of records required to be kept by this permit [40 CFR 122.41(h)]. G12. OTHER REQUIREMENTS OF 40 CFR All other requirements of 40 CFR 122.41 and 122.42 are incorporated in this permit by reference. G13. ADDITIONAL MONITORING Ecology may establish specific monitoring requirements in addition to those contained in this permit by administrative order or permit modification. Construction Stormwater General Permit—December 1, 2010 Page 39 G14. PENALTIES FOR VIOLATING PERMIT CONDITIONS Any person who is found guilty of willfully violating the terms and conditions of this permit shall be deemed guilty of a crime, and upon conviction thereof shall be punished by a fine of up to ten thousand dollars ($10,000) and costs of prosecution, or by imprisonment in the discretion of the court. Each day upon which a willful violation occurs may be deemed a separate and additional violation. Any person who violates the terms and conditions of a waste discharge permit shall incur, in addition to any other penalty as provided by law, a civil penalty in the amount of up to ten thousand dollars ($10,000) for every such violation. Each and every such violation shall be a separate and distinct offense, and in case of a continuing violation, every day's continuance shall be deemed to be a separate and distinct violation. G15. UPSET Definition—"Upset"means an exceptional incident in which there is unintentional and temporary noncompliance with technology-based permit effluent limitations because of factors beyond the reasonable control of the Permittee. An upset does not include noncompliance to the extent caused by operational error, improperly designed treatment facilities, inadequate treatment facilities, lack of preventive maintenance, or careless or improper operation. An upset constitutes an affirmative defense to an action brought for noncompliance with such technology-based permit effluent limitations if the requirements of the following paragraph are met. A Permittee who wishes to establish the affirmative defense of upset must demonstrate, through properly signed, contemporaneous operating logs or other relevant evidence that: 1) an upset occurred and that the Permittee can identify the cause(s) of the upset; 2)the permitted facility was being properly operated at the time of the upset; 3) the Permittee submitted notice of the upset as required in Special Condition S5.17, and; 4) the Permittee complied with any remedial measures required under this permit. In any enforcement proceeding, the Permittee seeking to establish the occurrence of an upset has the burden of proof. G16. PROPERTY RIGHTS This permit does not convey any property rights of any sort, or any exclusive privilege. G17. DUTY TO COMPLY The Permittee must comply with all conditions of this permit. Any permit noncompliance constitutes a violation of the Clean Water Act and is grounds for enforcement action; for permit termination, revocation and reissuance, or modification; or denial of a permit renewal application. Construction Stormwater General Permit—December 1, 2010 Page 40 G18. TOXIC POLLUTANTS The Permittee must comply with effluent standards or prohibitions established under Section 307(a) of the Clean Water Act for toxic pollutants within the time provided in the regulations that establish those standards or prohibitions, even if this permit has not yet been modified to incorporate the requirement. G19. PENALTIES FOR TAMPERING The Clean Water Act provides that any person who falsifies, tampers with, or knowingly renders inaccurate any monitoring device or method required to be maintained under this permit shall, upon conviction,be punished by a fine of not more than $10,000 per violation, or by imprisonment for not more than two years per violation, or by both. If a conviction of a person is for a violation committed after a first conviction of such person under this condition,punishment shall be a fine of not more than $20,000 per day of violation, or imprisonment of not more than four(4) years, or both. G20. REPORTING PLANNED CHANGES The Permittee must, as soon as possible, give notice to Ecology of planned physical alterations, modifications or additions to the permitted construction activity. The Permittee should be aware that, depending on the nature and size of the changes to the original permit, a new public notice and other permit process requirements may be required. Changes in activities that require reporting to Ecology include those that will result in: A. The permitted facility being determined to be a new source pursuant to 40 CFR 122.29(b). B. A significant change in the nature or an increase in quantity of pollutants discharged, including but not limited to: for sites 5 acres or larger, a 20% or greater increase in acreage disturbed by construction activity. C. A change in or addition of surface water(s) receiving stormwater or non-stormwater from the construction activity. D. A change in the construction plans and/or activity that affects the Permittee's monitoring requirements in Special Condition S4. Following such notice, permit coverage may be modified, or revoked and reissued pursuant to 40 CFR 122.62(a) to specify and limit any pollutants not previously limited. Until such modification is effective, any new or increased discharge in excess of permit limits or not specifically authorized by this permit constitutes a violation. Construction Stormwater General Permit—December 1, 2010 Page 41 G21. REPORTING OTHER INFORMATION Where the Permittee becomes aware that it failed to submit any relevant facts in a permit application, or submitted incorrect information in a permit application or in any report to Ecology, it must promptly submit such facts or information. G22. REPORTING ANTICIPATED NON-COMPLIANCE The Permittee must give advance notice to Ecology by submission of a new application or supplement thereto at least forty-five (45) days prior to commencement of such discharges, of any facility expansions, production increases, or other planned changes, such as process modifications, in the permitted facility or activity which may result in noncompliance with permit limits or conditions. Any maintenance of facilities, which might necessitate unavoidable interruption of operation and degradation of effluent quality, must be scheduled during non-critical water quality periods and carried out in a manner approved by Ecology. G23. REQUESTS TO BE EXCLUDED FROM COVERAGE UNDER THE PERMIT Any discharger authorized by this permit may request to be excluded from coverage under the general permit by applying for an individual permit. The discharger must submit to the Director an application as described in WAC 173-220-040 or WAC 173-216-070, whichever is applicable, with reasons supporting the request. These reasons will fully document how an individual permit will apply to the applicant in a way that the general permit cannot. Ecology may make specific requests for information to support the request. The Director will either issue an individual permit or deny the request with a statement explaining the reason for the denial. When an individual permit is issued to a discharger otherwise subject to the construction stormwater general permit, the applicability of the construction stormwater general permit to that Permittee is automatically terminated on the effective date of the individual permit. G24. APPEALS A. The terms and conditions of this general permit, as they apply to the appropriate class of dischargers, are subject to appeal by any person within 30 days of issuance of this general permit, in accordance with Chapter 43.21B RCW, and Chapter 173-226 WAC. B. The terms and conditions of this general permit, as they apply to an individual discharger, are appealable in accordance with Chapter 43.21B RCW within 30 days of the effective date of coverage of that discharger. Consideration of an appeal of general permit coverage of an individual discharger is limited to the general permit's applicability or nonapplicability to that individual discharger. C. The appeal of general permit coverage of an individual discharger does not affect any other dischargers covered under this general permit. If the terms and conditions of this general permit are found to be inapplicable to any individual discharger(s), the matter Construction Stormwater General Permit—December 1, 2010 Page 42 shall be remanded to Ecology for consideration of issuance of an individual pen-nit or permits. G25. SEVERABILITY The provisions of this permit are severable, and if any provision of this permit, or application of any provision of this permit to any circumstance, is held invalid, the application of such provision to other circumstances, and the remainder of this permit shall not be affected thereby. G26. BYPASS PROHIBITED A. Bypass Procedures Bypass, which is the intentional diversion of waste streams from any portion of a treatment facility, is prohibited for stormwater events below the design criteria for stormwater management. Ecology may take enforcement action against a Permittee for bypass unless one of the following circumstances (1, 2, 3 or 4) is applicable. 1. Bypass of stormwater is consistent with the design criteria and part of an approved management practice in the applicable stormwater management manual. 2. Bypass for essential maintenance without the potential to cause violation of permit limits or conditions. Bypass is authorized if it is for essential maintenance and does not have the potential to cause violations of limitations or other conditions of this permit, or adversely impact public health. 3. Bypass of stormwater is unavoidable, unanticipated, and results in noncompliance of this permit. This bypass is permitted only if: a. Bypass is unavoidable to prevent loss of life, personal injury, or severe property damage. "Severe property damage" means substantial physical damage to property, damage to the treatment facilities which would cause them to become inoperable, or substantial and permanent loss of natural resources which can reasonably be expected to occur in the absence of a bypass. b. There are no feasible alternatives to the bypass, such as the use of auxiliary treatment facilities, retention of untreated wastes, maintenance during normal periods of equipment downtime (but not if adequate backup equipment should have been installed in the exercise of reasonable engineering judgment to prevent a bypass which occurred during normal periods of equipment downtime or preventative maintenance), or transport of untreated wastes to another treatment facility. Construction Stormwater General Permit—December 1, 2010 Page 43 c. Ecology is properly notified of the bypass as required in Special Condition S5.17 of this permit. 4. A planned action that would cause bypass of stormwater and has the potential to result in noncompliance of this permit during a storm event. The Permittee must notify Ecology at least thirty(30) days before the planned date of bypass. The notice must contain: a. a description of the bypass and its cause b. an analysis of all known alternatives which would eliminate, reduce, or mitigate the need for bypassing. c. a cost-effectiveness analysis of alternatives including comparative resource damage assessment. d. the minimum and maximum duration of bypass under each alternative. e. a recommendation as to the preferred alternative for conducting the bypass. f. the projected date of bypass initiation. g. a statement of compliance with SEPA. h. a request for modification of water quality standards as provided for in WAC 173-201A-110, if an exceedance of any water quality standard is anticipated. i. steps taken or planned to reduce, eliminate, and prevent reoccurrence of the bypass. 5. For probable construction bypasses, the need to bypass is to be identified as early in the planning process as possible. The analysis required above must be considered during preparation of the Stormwater Pollution Prevention Plan (SWPPP) and must be included to the extent practical. In cases where the probable need to bypass is determined early, continued analysis is necessary up to and including the construction period in an effort to minimize or eliminate the bypass. Ecology will consider the following before issuing an administrative order for this type bypass: a. If the bypass is necessary to perform construction or maintenance-related activities essential to meet the requirements of this permit. b. If there are feasible alternatives to bypass, such as the use of auxiliary treatment facilities, retention of untreated wastes, stopping production, maintenance during normal periods of equipment down time, or transport of untreated wastes to another treatment facility. c. If the bypass is planned and scheduled to minimize adverse effects on the public and the environment. Construction Stormwater General Permit—December 1, 2010 Page 44 After consideration of the above and the adverse effects of the proposed bypass and any other relevant factors, Ecology will approve, conditionally approve, or deny the request. The public must be notified and given an opportunity to comment on bypass incidents of significant duration, to the extent feasible. Approval of a request to bypass will be by administrative order issued by Ecology under RCW 90.48.120. B. Duty to Mitigate The Permittee is required to take all reasonable steps to minimize or prevent any discharge or sludge use or disposal in violation of this permit that has a reasonable likelihood of adversely affecting human health or the environment. Construction Stormwater General Permit—December 1, 2010 Page 45 APPENDIX A—DEFINITIONS AKART is an acronym for"all known, available, and reasonable methods of prevention, control, and treatment."AKART represents the most current methodology that can be reasonably required for preventing, controlling, or abating the pollutants and controlling pollution associated with a discharge. Applicable TMDL means a TMDL for turbidity, fine sediment, high pH, or phosphorus, which was completed and approved by EPA before January 1, 2011, or before the date the operator's complete permit application is received by Ecology, whichever is later. Applicant means an operator seeking coverage under this permit. Best Management Practices (BMPs) means schedules of activities, prohibitions of practices, maintenance procedures, and other physical, structural and/or managerial practices to prevent or reduce the pollution of waters of the State. BMPs include treatment systems, operating procedures, and practices to control: stormwater associated with construction activity, spillage or leaks, sludge or waste disposal, or drainage from raw material storage. Buffer means an area designated by a local jurisdiction that is contiguous to and intended to protect a sensitive area. Bypass means the intentional diversion of waste streams from any portion of a treatment facility. Calendar Day A period of 24 consecutive hours starting at 12:00 midnight and ending the following 12:00 midnight. Calendar Week(same as Week means a period of seven consecutive days starting at 12:01 a.m. (0:01 hours) on Sunday. Certified Erosion and Sediment Control Lead (CESCL) means a person who has current certification through an approved erosion and sediment control training program that meets the minimum training standards established by Ecology(see BMP C160 in the SWMM). Clean Water Act(CWA) means the Federal Water Pollution Control Act enacted by Public Law 92-500, as amended by Public Laws 95-217, 95-576, 96-483, and 97-117; USC 1251 et seq. Combined Sewer means a sewer which has been designed to serve as a sanitary sewer and a storm sewer, and into which inflow is allowed by local ordinance. Common Plan of Development or Sale means a site where multiple separate and distinct construction activities may be taking place at different times on different schedules and/or by different contractors,but still under a single plan. Examples include: 1)phased projects and projects with multiple filings or lots, even if the separate phases or filings/lots will be constructed under separate contract or by separate owners (e.g., a development where lots are sold to separate builders); 2) a development plan that may be phased over multiple years, but is still under a Construction Stormwater General Permit—December 1, 2010 Page 46 consistent plan for long-term development; 3) projects in a contiguous area that may be unrelated but still under the same contract, such as construction of a building extension and a new parking lot at the same facility; and 4) linear projects such as roads, pipelines, or utilities. If the project is part of a common plan of development or sale, the disturbed area of the entire plan must be used in determining permit requirements. Composite Sample means a mixture of grab samples collected at the same sampling point at different times, formed either by continuous sampling or by mixing discrete samples. May be "time-composite" (collected at constant time intervals) or "flow-proportional" (collected either as a constant sample volume at time intervals proportional to stream flow, or collected by increasing the volume of each aliquot as the flow increases while maintaining a constant time interval between the aliquots. Concrete wastewater means any water used in the production, pouring and/or clean-up of concrete or concrete products, and any water used to cut, grind, wash, or otherwise modify concrete or concrete products. Examples include water used for or resulting from concrete truck/mixer/pumper/tool/chute rinsing or washing, concrete saw cutting and surfacing(sawing, coring, grinding, roughening, hydro-demolition, bridge and road surfacing). When stormwater comingles with concrete wastewater, the resulting water is considered concrete wastewater and must be managed to prevent discharge to waters of the state, including ground water. Construction Activity means land disturbing operations including clearing, grading or excavation which disturbs the surface of the land. Such activities may include road construction, construction of residential houses, office buildings, or industrial buildings, and demolition activity. Contaminant means any hazardous substance that does not occur naturally or occurs at greater than natural background levels. See definition of"hazardous substance" and WAC 173-340-200. Demonstrably Equivalent means that the technical basis for the selection of all stormwater BMPs is documented within a SWPPP, including: 1. The method and reasons for choosing the stormwater BMPs selected. 2. The pollutant removal performance expected from the BMPs selected. 3. The technical basis supporting the performance claims for the BMPs selected, including any available data concerning field performance of the BMPs selected. 4. An assessment of how the selected BMPs will comply with state water quality standards. 5. An assessment of how the selected BMPs will satisfy both applicable federal technology- based treatment requirements and state requirements to use all known, available, and reasonable methods of prevention, control, and treatment (AKART). Department means the Washington State Department of Ecology. Detention means the temporary storage of stormwater to improve quality and/or to reduce the mass flow rate of discharge. Construction Stormwater General Permit—December 1, 2010 Page 47 Dewatering means the act of pumping ground water or stonnwater away from an active construction site. Director means the Director of the Washington Department of Ecology or his/her authorized representative. Discharger means an owner or operator of any facility or activity subject to regulation under Chapter 90.48 RCW or the Federal Clean Water Act. Domestic Wastewater means water carrying human wastes, including kitchen,bath, and laundry wastes from residences,buildings, industrial establishments, or other places, together with such ground water infiltration or surface waters as may be present. Ecology means the Washington State Department of Ecology. Engineered Soils means the use of soil amendments including, but not limited, to Portland cement treated base (CTB), cement kiln dust (CKD), or fly ash to achieve certain desirable soil characteristics. Equivalent BMPs means operational, source control, treatment, or innovative BMPs which result in equal or better quality of stormwater discharge to surface water or to ground water than BMPs selected from the SWMM. Erosion means the wearing away of the land surface by running water, wind, ice, or other geological agents, including such processes as gravitational creep. Erosion and Sediment Control BMPs means BMPs intended to prevent erosion and sedimentation, such as preserving natural vegetation, seeding, mulching and matting, plastic covering, filter fences, sediment traps, and ponds. Erosion and sediment control BMPs are synonymous with stabilization and structural BMPs. Final Stabilization(same as fully stabilized or full stabilization) means the establishment of a permanent vegetative cover, or equivalent permanent stabilization measures (such as riprap, gabions or geotextiles) which prevents erosion. Ground Water means water in a saturated zone or stratum beneath the land surface or a surface water body. Hazardous Substance means any dangerous or extremely hazardous waste as defined in RCW 70.105.010 (5) and (6), or any dangerous or extremely dangerous waste as designated by rule under chapter 70.105 RCW; any hazardous sub-stance as defined in RCW 70.105.010(14) or any hazardous substance as defined by rule under chapter 70.105 RCW; any substance that, on the effective date of this section, is a hazardous substance under section 101(14) of the federal cleanup law, 42 U.S.C., Sec. 9601(14); petroleum or petroleum products; and any substance or category of substances, including solid waste decomposition products, determined by the director Construction Stormwater General Permit—December 1, 2010 Page 48 by rule to present a threat to human health or the environment if released into the environment. The term hazardous substance does not include any of the following when contained in an underground storage tank from which there is not a release: crude oil or any fraction thereof or petroleum, if the tank is in compliance with all applicable federal, state, and local law. Iniection Well means a well that is used for the subsurface emplacement of fluids. (See Well.) Jurisdiction means a political unit such as a city, town or county; incorporated for local self- government. National Pollutant Discharge Elimination System (NPDES) means the national program for issuing, modifying, revoking and reissuing, terminating, monitoring, and enforcing permits, and imposing and enforcing pretreatment requirements, under sections 307, 402, 318, and 405 of the Federal Clean Water Act, for the discharge of pollutants to surface waters of the State from point sources. These permits are referred to as NPDES permits and, in Washington State, are administered by the Washington Department of Ecology. Notice of Intent (NOI) means the application for, or a request for coverage under this general permit pursuant to WAC 173-226-200. Notice of Termination (NOT) means a request for termination of coverage under this general permit as specified by Special Condition S 10 of this permit. Operator means any party associated with a construction project that meets either of the following two criteria: • The party has operational control over construction plans and specifications, including the ability to make modifications to those plans and specifications; or • The party has day-to-day operational control of those activities at a project that are necessary to ensure compliance with a SWPPP for the site or other permit conditions (e.g., they are authorized to direct workers at a site to carry out activities required by the SWPPP or comply with other permit conditions). Permittee means individual or entity that receives notice of coverage under this general permit. pH means a liquid's measure of acidity or alkalinity. A pH of 7 is defined as neutral. Large variations above or below this value are considered harmful to most aquatic life. pH monitoring_period means the time period in which the pH of stormwater runoff from a site must be tested a minimum of once every seven days to determine if stormwater pH is between 6.5 and 8.5. Point source means any discernible, confined, and discrete conveyance, including but not limited to, any pipe, ditch, channel, tunnel, conduit, well, discrete fissure, and container from which pollutants are or may be discharged to surface waters of the State. This term does not include return flows from irrigated agriculture. (See Fact Sheet for further explanation.) Construction Stormwater General Permit—December 1, 2010 Page 49 Pollutant means dredged spoil, solid waste, incinerator residue, filter backwash, sewage, garbage, domestic sewage sludge (biosolids), munitions, chemical wastes, biological materials, radioactive materials, heat, wrecked or discarded equipment, rock, sand, cellar dirt, and industrial,municipal, and agricultural waste. This term does not include sewage from vessels within the meaning of section 312 of the CWA, nor does it include dredged or fill material discharged in accordance with a permit issued under section 404 of the CWA. Pollution means contamination or other alteration of the physical, chemical, or biological properties of waters of the State; including change in temperature, taste, color, turbidity, or odor of the waters; or such discharge of any liquid, gaseous, solid, radioactive or other substance into any waters of the State as will or is likely to create a nuisance or render such waters harmful, detrimental or injurious to the public health, safety or welfare; or to domestic, commercial, industrial, agricultural, recreational, or other legitimate beneficial uses; or to livestock, wild animals,birds, fish or other aquatic life. Process wastewater means any water which, during manufacturing or processing, comes into direct contact with or results from the production or use of any raw material, intermediate product, finished product,byproduct, or waste product (40 CFR 122.1). Receiving water means the water body at the point of discharge. If the discharge is to a storm sewer system, either surface or subsurface, the receiving water is the water body to which the storm system discharges. Systems designed primarily for other purposes such as for ground water drainage, redirecting stream natural flows, or for conveyance of irrigation water/return flows that coincidentally convey stormwater are considered the receiving water. Representative means a stormwater or wastewater sample which represents the flow and characteristics of the discharge. Representative samples may be a grab sample, a time- proportionate composite sample, or a flow proportionate sample. Ecology's Construction Stormwater Monitoring Manual provides guidance on representative sampling. Sanitary sewer means a sewer which is designed to convey domestic wastewater. Sediment means the fragmented material that originates from the weathering and erosion of rocks or unconsolidated deposits, and is transported by, suspended in, or deposited by water. Sedimentation means the depositing or formation of sediment. Sensitive area means a water body, wetland, stream, aquifer recharge area, or channel migration zone. SEPA (State Environmental Policy Act) means the Washington State Law, RCW 43.21 C.020, intended to prevent or eliminate damage to the environment. Significant Amount means an amount of a pollutant in a discharge that is amenable to available and reasonable methods of prevention or treatment; or an amount of a pollutant that has a Construction Stormwater General Permit—December 1, 2010 Page 50 reasonable potential to cause a violation of surface or ground water quality or sediment management standards. Significant concrete work means greater than 1000 cubic yards poured concrete or recycled concrete over the life of a project. Significant Contributor of Pollutants means a facility determined by Ecology to be a contributor of a significant amount(s) of a pollutant(s) to waters of the State of Washington. Site means the land or water area where any "facility or activity" is physically located or conducted. Source control BMPs means physical, structural or mechanical devices or facilities that are intended to prevent pollutants from entering stormwater. A few examples of source control BMPs are erosion control practices, maintenance of stormwater facilities, constructing roofs over storage and working areas, and directing wash water and similar discharges to the sanitary sewer or a dead end sump. Stabilization means the application of appropriate BMPs to prevent the erosion of soils, such as, temporary and permanent seeding, vegetative covers, mulching and matting, plastic covering and sodding. See also the definition of Erosion and Sediment Control BMPs. Storm drain means any drain which drains directly into a storm sewer system, usually found along roadways or in parking lots. Storm sewers stem means a means a conveyance, or system of conveyances (including roads with drainage systems, municipal streets, catch basins, curbs, gutters, ditches, manmade channels, or storm drains designed or used for collecting or conveying stormwater. This does not include systems which are part of a combined sewer or Publicly Owned Treatment Works (POTW) as defined at 40 CFR 122.2. Stormwater means that portion of precipitation that does not naturally percolate into the ground or evaporate, but flows via overland flow, interflow, pipes, and other features of a stormwater drainage system into a defined surface water body, or a constructed infiltration facility. Stormwater Management Manual (SWMM) or Manual means the technical Manual published by Ecology for use by local governments that contain descriptions of and design criteria for BMPs to prevent, control, or treat pollutants in stormwater. Stormwater Pollution Prevention Plan(SWPPP)means a documented plan to implement measures to identify, prevent, and control the contamination of point source discharges of stormwater. Surface Waters of the State includes lakes, rivers, ponds, streams, inland waters, salt waters, and all other surface waters and water courses within the jurisdiction of the state of Washington. Construction Stormwater General Permit—December 1, 2010 Page 51 Temporary Stabilization means the exposed ground surface has been covered with appropriate materials to provide temporary stabilization of the surface from water or wind erosion. Materials include,but are not limited to, mulch, riprap, erosion control mats or blankets and temporary cover crops. Seeding alone is not considered stabilization. Temporary stabilization is not a substitute for the more permanent"final stabilization." Total Maximum Daily Load (TMDL) means a calculation of the maximum amount of a pollutant that a water body can receive and still meet state water quality standards. Percentages of the total maximum daily load are allocated to the various pollutant sources. A TMDL is the sum of the allowable loads of a single pollutant from all contributing point and nonpoint sources. The TMDL calculations must include a "margin of safety" to ensure that the water body can be protected in case there are unforeseen events or unknown sources of the pollutant. The calculation must also account for seasonable variation in water quality. Treatment BMPs means BMPs that are intended to remove pollutants from stormwater. A few examples of treatment BMPs are detention ponds, oil/water separators, biofiltration, and constructed wetlands. Transparency means a measurement of water clarity in centimeters (cm), using a 60 cm transparency tube. The transparency tube is used to estimate the relative clarity or transparency of water by noting the depth at which a black and white Secchi disc becomes visible when water is released from a value in the bottom of the tube. A transparency tube is sometimes referred to as a"turbidity tube." Turbidity means the clarity of water expressed as nephelometric turbidity units (NTU) and measured with a calibrated turbidimeter. Uncontaminated means free from any contaminant, as defined in MTCA cleanup regulations. See definition of"contaminant" and WAC 173-340-200. Waste Load Allocation(WLA) means the portion of a receiving water's loading capacity that is allocated to one of its existing or future point sources of pollution. WLAs constitute a type of water quality based effluent limitation(40 CFR 130.2[h]). Water quality means the chemical, physical, and biological characteristics of water, usually with respect to its suitability for a particular purpose. Waters of the State includes those waters as defined as "waters of the United States" in 40 CFR Subpart 122.2 within the geographic boundaries of Washington State and "waters of the State" as defined in Chapter 90.48 RCW, which include lakes, rivers,ponds, streams, inland waters, underground waters, salt waters, and all other surface waters and water courses within the jurisdiction of the state of Washington. Well means a bored, drilled or driven shaft, or dug hole whose depth is greater than the largest surface dimension. (See Injection well.) Construction Stormwater General Permit—December 1, 2010 Page 52 Wheel wash wastewater means any water used in, or resulting from the operation of, a tire bath or wheel wash(BMP C106: Wheel Wash), or other structure or practice that uses water to physically remove mud and debris from vehicles leaving a construction site and prevent track- out onto roads. When stormwater comingles with wheel wash wastewater, the resulting water is considered wheel wash wastewater and must be managed according to Special Condition S9.D.9. Construction Stormwater General Permit—December 1, 2010 Page 53 APPENDIX B—ACRONYMS AKART All Known, Available, and Reasonable Methods of Prevention, Control, and Treatment BMP Best Management Practice CESCL Certified Erosion and Sediment Control Lead CFR Code of Federal Regulations CKD Cement Kiln Dust cm Centimeters CTB Cement-Treated Base CWA Clean Water Act DMR Discharge Monitoring Report EPA Environmental Protection Agency ESC Erosion and Sediment Control FR Federal Register NOI Notice of Intent NOT Notice of Termination NPDES National Pollutant Discharge Elimination System NTU Nephelometric Turbidity Unit RCW Revised Code of Washington SEPA State Environmental Policy Act SWMM Stormwater Management Manual SWPPP Stormwater Pollution Prevention Plan TMDL Total Maximum Daily Load UIC Underground Injection Control USC United States Code USEPA United States Environmental Protection Agency WAC Washington Administrative Code WQ Water Quality WWHM Western Washington Hydrology Model Construction Stormwater General Permit—December 1, 2010 Page 54